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SDP201400067 Plan - Approved 2015-07-08
3 v U U) 0 0 0 i v a c� 'v ti 0 °o N i aYi 3 0 v 0 v °o N i ►,. SHEET NO. DRAWING N0. 1 OF 30 C -1 2 OF 30 C -2 3 OF 30 C -3 4 OF 30 C -4 5 OF 30 C -5 6 OF 30 C -6 7 OF 30 C -7 8 OF 30 C -8 9 OF 30 C -8A 10 OF 30 C -9 11 OF 30 C -10 12 OF 30 C -11 13 OF 30 C-1 1A 14 OF 30 C -11B 15 OF 30 C -12 16 OF 30 C -13 17 OF 30 C -14 18 OF 30 C -15 19 OF 30 C -16 20 OF 30 C-1 6A Z1 OF 30 C -17 22 OF 30 C -18 APPENDIX 1 OF 3 LT -1 2 OF 3 LT -2 3 OF 3 A2.01 AFF ABOVE FINISHED FLOOR AHD AHEAD ARV AIR RELEASE VALVE BC BACK OF CURB BF BLIND FLANGE BFF BASEMENT FINISHED FLOOR BM BENCH MARK BK BACK BOV BLOW OFF VALVE CAN CABLE TELEVISION CG CURB & GUTTER CIP CAST IRON PIPE CL CENTER LINE C.L. CHAIN LINK CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS D.I. DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE DS DOWN SPOUT EL ELEVATION ELEC ELECTRIC EOP EDGE OF PAVEMENT EOTL EDGE OF TRAVEL LANE EQPT EQUIPMENT EX OR EXIST EXISTING FF FINISHED FLOOR FH FIRE HYDRANT NOTE: ALL ABBREVIATIONS SHOWN MAY NOT BE USED. 1 ADDRESS 1 st SUBMISSION COMMENTS 2 ADDRESSED 2ND SUBMISSION COMMENTS 4 1 SIGNATURE SET NO. SHEET REVISION THE LOFTS AT MEADOWCREEK TITLE FINAL SITE PLAN COVER SHEET PROFFERS VARIATIONS AND WAIVERS GENERAL NOTES AND LEGEND EARTHWORK SPECIFICATIONS EXISTING CONDITIONS AND DEMOLITION PLAN SITE LAYOUT AND UTILITIES PLAN GRADING, DRAINAGE AND STORMWATER PLAN PRIVATE DRIVE PLAN AND PROFILE RIO ROAD FRONTAGE IMPROVEMENTS PLAN AND PROFILE RIO ROAD PAVEMENT MARKING AND SIGNAGE PLAN ALBEMARLE COUNTY, VIRGINIA RIO MAGISTERIAL DISTRICT SEPTEMBER 30,2014 FINAL SITE PLAN °I° °a° TYPICAL SECTIONS AND DETAILS ZMA # 201300001 (WITH PROFFERS) / SDP201400067 RIO ROAD TRAFFIC vv .. F223 OF 30 C -19 4 OF 30 C -20 25 OF 30 C -21 26 OF 30 C -22 27 OF 30 C -23 28 OF 30 C -24 29 OF 30 C -25 30 OF 30 C -25A APPENDIX 1 OF 3 LT -1 2 OF 3 LT -2 3 OF 3 A2.01 AFF ABOVE FINISHED FLOOR AHD AHEAD ARV AIR RELEASE VALVE BC BACK OF CURB BF BLIND FLANGE BFF BASEMENT FINISHED FLOOR BM BENCH MARK BK BACK BOV BLOW OFF VALVE CAN CABLE TELEVISION CG CURB & GUTTER CIP CAST IRON PIPE CL CENTER LINE C.L. CHAIN LINK CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS D.I. DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE DS DOWN SPOUT EL ELEVATION ELEC ELECTRIC EOP EDGE OF PAVEMENT EOTL EDGE OF TRAVEL LANE EQPT EQUIPMENT EX OR EXIST EXISTING FF FINISHED FLOOR FH FIRE HYDRANT NOTE: ALL ABBREVIATIONS SHOWN MAY NOT BE USED. 1 ADDRESS 1 st SUBMISSION COMMENTS 2 ADDRESSED 2ND SUBMISSION COMMENTS 4 1 SIGNATURE SET NO. SHEET REVISION THE LOFTS AT MEADOWCREEK TITLE FINAL SITE PLAN COVER SHEET PROFFERS VARIATIONS AND WAIVERS GENERAL NOTES AND LEGEND EARTHWORK SPECIFICATIONS EXISTING CONDITIONS AND DEMOLITION PLAN SITE LAYOUT AND UTILITIES PLAN GRADING, DRAINAGE AND STORMWATER PLAN PRIVATE DRIVE PLAN AND PROFILE RIO ROAD FRONTAGE IMPROVEMENTS PLAN AND PROFILE RIO ROAD PAVEMENT MARKING AND SIGNAGE PLAN ALBEMARLE COUNTY, VIRGINIA RIO MAGISTERIAL DISTRICT SEPTEMBER 30,2014 FINAL SITE PLAN °I° °a° TYPICAL SECTIONS AND DETAILS ZMA # 201300001 (WITH PROFFERS) / SDP201400067 RIO ROAD TRAFFIC CONTROL PLAN WORK AREAS RIO ROAD TRAFFIC CONTROL PLAN WEST BOUND SHOULDER CLOSURE RIO ROAD TRAFFIC CONTROL PLAN LANE CLOSURE RIO ROAD TRAFFIC CONTROL PLAN NOTES AND DETAILS STORM DRAINAGE AREA MAP SEE VSMP PLAN FOR SHEETS 15 -17 STORM DRAIN CALCULATIONS AND DETAILS EROSION & SEDIMENT CONTROL NARRATIVE EROSION & SEDIMENT CONTROL PLAN PHASE 1 EROSION & SEDIMENT CONTROL PLAN PHASE 2 EROSION & SEDIMENT CONTROL DETAILS SITE DETAILS STORMWATER MANAGEMENT DRAINAGE AREAS ` STORMWATER MANAGEMENT NARRATIVE DETAILS AND CALCULATIONS < STORMWATER MANAGEMENT CALCULATIONS LANDSCAPE PLAN LANDSCAPE DETAILS AND NOTES RIO ROAD CROSS SECTIONS STORM DRAIN PROFILES UTILITY PROFILES AND DETAII..S PHOTOMETRIC PLAN LIGHTING DETAILS BUILDING ELEVATIONS ABBREVIATIONS FM FORCEMAIN FL FLUORIDE FOC FACE OF CURB GALV GALVANIZED GR GROUND GV GATE VALVE HB HORIZONTAL BEND HC HANDICAP HDPE HIGH DENSITY POLYETHEILENE HK HOOK ID INNER DIAMETER INV INVERT IPS IRON PIN SET IPF IRON PIN FOUND JB JUNCTION BOX LAT LATERAL LF LINEAR FEET LT LEFT MH MANHOLE NBL NORTH BOUND LANE NIC NOT IN CONTRACT NTS NOT TO SCALE O.C. ON CENTER OFF OFFSET PC POINT OF CURVATURE PE POLYETHYLENE PGL PROFILE GRADE LINE PRC POINT OF REVERSE CURVATURE PROP PROPOSED PS PLANTED STONE FOUND PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE DMJ 2/27/15 DMJ 5/01/15 DMJ ( 6/18/15 BY I DATE I NO. PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SAN SANITARY SEWER SB SETBACK SBL SOUTH BOUND LANE SD STORM DRAIN SHC SANITARY HOUSE CONNECTION SQ SQUARE S.S. STAINLESS STEEL SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD STL STEEL SW SIDEWALK TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TS &V TAPPING SLEEVE AND VALVE TYP TYPICAL UG UNDERGROUND LION UNLESS OTHERWISE NOTED VB VERTICAL BEND VHD VEHICLES PER DAY W WATER WL WATER LINE WM WATER METER WT WATERTIGHT WWF WOVEN WIRE FABRIC YDS YARDS SHEET REVI SEE VSMP PLAN FOR SHEETS 19 -21 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT,. PLANNING /ZONING 7-- is N INSPECTIONS �r 6^ E911 , r.. - i,.<<< <,� 7 -YA DEPARTMENT OF RRE & RESCUE Westmoreland ALBERMARLE COUNTY SERVICE AUTHORITY Afitafm VIRGINIA DEPARTMENT OF TRANSPORTATION STATE GRID — SOUTH ZONE) VERTICAL DATUM: NAVD88 ALBEMARLE COUNTY, VIRGINIA 0 RIO 61A -15 AND 61A -17 NEIGHBORHOOD MODEL DISTRICT O AREA = 2.80 ACRES AIRPORT IMPACT AREA 61A -17 Northfields WATER AND SEWER oa o, oN� �\5�a �� o� Rivanna �0�L �o�r`�'� River South Mall ,Q a �� Fork � �r� � ca o \e pc e� 0 �. Rio Wakefield =` Free State Rd 2 o` Dunlor �c No Dr e ° River a Run Towne Ln Lane a' w Pen Traesdale CVUE p^ COL Pen W „y 'Qd S Park 'x'68 SITE Penfield h Lane o� r VICINITY MAP SCALE: 1 ” =2000' V) APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT,. PLANNING /ZONING 7-- is ENGINEER INSPECTIONS - E911 , r.. - i,.<<< <,� 7 -YA DEPARTMENT OF RRE & RESCUE t ALBERMARLE COUNTY SERVICE AUTHORITY Afitafm VIRGINIA DEPARTMENT OF TRANSPORTATION STATE GRID — SOUTH ZONE) r� NOTES: 1. THE PROPERTY IS LOCATED IN ZONE X. AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN AS PER FEMA FIRM MAP NUMBER 51003CO287D DATED FEBRUARY 4, 2005. 2. TO THE BEST OF OUR KNOWLEDGE AND BELIEF THERE ARE NO KNOWN GRAVE SITES ON THE PROPERTY AS BASED ON VISUAL OBSERVATION. 3. THE IMPROVEMENTS SHOWN IN RIO ROAD (LEFT AND RIGHT TURN LANES, TRANSITION TAPERS, STORAGE LENGTH, AND CHANNELIZATION LENGTH) WERE ESTABLISHED IN MEETINGS WITH MR. JOEL DENUNZIO, P.E., VDOT CHARLOTTESVILLE RESIDENT ADMINISTRATOR. MR. DENUNZIO INDICATED THAT IF THESE IMPROVEMENTS WERE PROVIDED THAT VDOT WOULD NOT REQUIRE A TRAFFIC IMPACT ANALYSIS. 4. A WAIVER TO DISTURB CRITICAL (STEEP) SLOPES HAS BEEN APPROVED BY ALBEMARLE COUNTY WITH ZMA201300001 (SEE LETTER ON SHEET 2). SITE DATA: NAME OF DEVELOPMENT: THE LOFTS AT MEADOWCREEK OWNER /DEVELOPER /APPLICANT INFORMATION: NAME: BLUESTONE LAND, L.L.C. ADDRESS: C/O PINNACLE CONSTRUCTION & DEVELOPMENT CORPORATION 1821 AVON STREET SUITE 200 CHARLOTTESVILLE, VA 22902 PHONE: (434)979 -2900 ATTN: WILLIAM N. PARK ENGINEER INFORMATION: NAME: ADDRESS: PROJECT ENGINEER: PHONE: SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: TAX MAP REFERENCES: CURRENT ZONING: OVERLAY DISTRICTS: JURISDICTION AREA DESIGNATION: WATERSHED SUPPLY PROTECTION AREA: DEVELOPMENT AREA: MASTER PLAN: FUTURE LAND USE: PROPOSED USE: DENSITY. RECREATION: GREEN /OPEN SPACE: SETBACKS: WW ASSOCIATES, INC. 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE VA, 22911 DAVID M. JENSEN, PE (434)984 -2700 WW ASSOCIATES, INC., JANUARY 2013 FIELD SURVEY WW ASSOCIATES, INC., JANUARY 2013 FIELD SURVEY 2 —FOOT CONTOURS HORIZONTAL DATUM: NAD83 (VA STATE GRID — SOUTH ZONE) VERTICAL DATUM: NAVD88 ALBEMARLE COUNTY, VIRGINIA RIO 61A -15 AND 61A -17 NEIGHBORHOOD MODEL DISTRICT (NMD WITH PROFFERS) AREA = 2.80 ACRES AIRPORT IMPACT AREA 61A -17 WATER AND SEWER NO YES PLACES 29 — SOUTH URBAN DENSITY 65 MULTI — FAMILY RESIDENTIAL GARDEN STYLE APARTMENTS (RENTAL) 65 DU /2.8 AC =23.21 DU /AC. FITNESS CENTER: 1,253 S.F. PASSIVE RECREATION: 6,530 S.F. + GREEN SPACE SEE DRAWING C -18 10' SIDE, REAR AND FRONT PER ZMA# 201300001 TRAFFIC GENERATION: ME LAND USE: 220 AVERAGE DAILY TRIP ENDS (PAGE 327, 8TH EDITION ME TRIP GENERATION) WEEKDAY: 6.65 AVG VEHICLE TRIP ENDS PER OCCUPIED UNIT — 50% ENTERING /EXITING (6.65)(65) = 433 VPD PEAK HOUR ADJACENT STREET TRAFFIC (PAGE 328 AND 329 8TH EDITION ME TRIP GENERATION AM (AVG RATE = 0.51 PER DU) 20% ENTERING 85% EXITING (0.51)(65)(0.20) =7 VPH (0.51)(65)(0.80) =27 VPH PM (AVG RATE = 0.62 PER DU) 65% ENTERING 35% EXITING (0.62)(65)(0.65) =27 VPH (0.62)(65)(0.35) =15 VPH RIO ROAD SR631 POSTED SPEED 35 MPH FUNCTIONAL CLASSIFICATION: URBAN COLLECTOR 2013 MDT 11,000 2013 AAWDT 12,000 IMPERVIOUS COVER: PRE — DEVELOPMENT: 7,825 SF POST DEVELOPED: 50,772 SF (1.16 ACRES) BUILDING = 26,151 SF SIDEWALK = 5,312 SF PARKING AND DRIVE ISLE = 10,839 SF NEW RIO ROAD PAVEMENT = 5,621 SF GRAVEL ACCESS ROAD = 2,849 SF ►• 1 SEE DRAWING C -2 FOR PARKING TABULATION AND BUILDING DATA. NEW RIO ROAD RIGHT OF WAY DEDICATED TO PUBLIC USE HAS BEEN RECORDED IN DEED BOOK 4635, PAGE 115 AMONG THE LAND RECORDS OF ALBEMARLE COUNTY. OF a DESIGNED PROJECT. SET REV. N0. THE LOFTS AT MEADOWCREEK r = ENGV,IEERS FINAL SITE PLAN 4 I (✓ SURVEYORS DRAWN BY. ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID M. SEN PLANNERS TITLE: ,q Lic. No. 11484 aiHR BY. FINAL SITE PLAN COVER SHEET C -1 �o _ �w ��,� /,r ASSOCIATES JDe � � PO Box 4119 3040 Avemore. Square PI. SHEET NUMBER: �' G� Lynchburg, VA 24502 Ch.lw.vll]e, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: to AL �� Phone: 434.316.6080 Phone: 434.984.2700 ^131�IJ�•05 300105C_CS.dwg CML H: AS SHOWN 09/30/14 Of 30 BY DATE w w.wwasscciznes.n" L V. IV A R L' #1 W Q Z O LO 00 a 0 O IL 3 v, i O U to O O W3 _O 'v tz 0 O N Y 3 0 0 0 v. J °o N E. o 1AV1 ` RECEIVED JAN 23 2014 U r'IRCtN� COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 January 15, 2014 Mr. William Park 1821 Avon Street, Suite 200 Charlottesville, VA. 22902 RE: ZMA201300001 — The Lofts at Meadowcreek TAX MAP PARCEL: 061A0000001500 & 061A0000001700 Dear Mr. Park: On December 11, 2013, the Board of Supervisors approved the above noted rezoning from Residential — R -4 to Neighborhood Model District — NMD in accordance with the Code of Development dated June 17, 2013 and the attached proffers dated November 11, 2013. An application plan dated January 22, 2013 and revised May 13, 2013, with Sheet 4 of 5 subsequently revised June 10, 2013, was approved as part of the rezoning. Please refer to these documents for any future applications and requests on this property. In addition, the Board of Supervisors approved waivers of the following sections of the Zoning Ordinance: Section 20A.8 (a) and (b), Mixture of Uses and Housing Types; Section 4.12.2 c.1, Number of parking spaces; and Section 4.2 Critical Slopes. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with applicable PROFFERS; compliance with requirements of the CODE OF DEVELOPMENT; approval of and compliance with a SiTE PLAN; and • approval of a ZONING COMPLIANCE CLEARANCE. If you have questions or comments regarding the above -noted action, please do not hesitate to contact Rebecca Ragsdale at 296 -5832. Sincerely, V. V. Wayne limberg Director of tanning Cc Dickens, Mary J — 605 Rio Road - East Charlottesville, VA. 22901 Rebecca Ragsdale, Zoning Elise Hackett, GDS Tex Weaver, GDS Mar. 1. 201' 12:04U r i No.. 39u7 Pa:P�'.: of 1 ltFrt'L.11�t FJ MAR 11 �J11 Pressure Hydrant: 10711 Statue Pressure: 82 Residual Pressure: 78 Flow Hydrant m #1: 11442 Test Flory #1(gpm): 920 Pitot Pressure #1: 30 Oriface Shape #1: Smooth Flow Hydrant ED #2: Test Flow #2 (gpm): Picot Pressure 02: OrVace Shape #2: Smooth Post -it` Fax Note 7671 Date: 311/2011 ra ::• j {c ;li �:+nus+ Pressure Hydrant: 10771 cavoapt �b ( v ,7 j L.►, Flow Hydrant ID 01: 11442 LEVEL 3: Flow Hydrant ID #2: LOFTS: 16,212 S.F. 140 apoaup Road ctwforeavtaa, vA ""1 tom) vrr4m, Flow Hydrant ID #3: 1,253 S.F. FIRE IMRANT FLOW TEST REPORT Date & Time. 3/1/2011, Tuesday, 9.48 AM Water Main Size: 8" Location: ViOago Square Pressure Hydrant: 10711 Statue Pressure: 82 Residual Pressure: 78 Flow Hydrant m #1: 11442 Test Flory #1(gpm): 920 Pitot Pressure #1: 30 Oriface Shape #1: Smooth Flow Hydrant ED #2: Test Flow #2 (gpm): Picot Pressure 02: OrVace Shape #2: Smooth Post -it` Fax Note 7671 n No i . 11 L ra ::• j {c ;li �:+nus+ F1e1" UL 1I�M.•, 'ice ✓1 cavoapt �b ( v ,7 j L.►, Z LEVEL 3: 26,042 S.F. LOFTS: 16,212 S.F. Flory Hydrant M 03: Test Flow #3 (gpm): Not Pressure #3: Oriface Shape #3: Smooth 11,00ped or Not: One Flow Hydrant (Not Looped) Minutes of Flow: 2 Total Flow During Test (gpm): 920 Estimated Consumption (gal): 1840 AW WA Q20 Calculation (gpm): ImufY9cient Pressure Drop For Calculation Coaumenti: flow hydrant was wide open Signature of Tester qw, (All tests conducted using 2.5 discharge outlet, unless otherwise specified) Opening Coefficients: Smooth = 1; Square = 0.88; Raised Square W 0.77; Open Fad Pipe 1.1 (Picot psi to lbw rata conversion using Pollard Water flaw-test chart calculator hUp://www.pollardwaw.00nVpdgpdf wcb_rnanusLvFlow_Chartpdf) http:/ /got &W lntrmdForms/ OpcmtimwHydrantTesfflowsView .Wx ?10 -381 311/2011 Original. Proffers X Amendment PROFFER STATEMENT ZMA No. 2013 - 00001, Lofts at Meadowereek Tax Map and Parcel Number(s): 061AO -00 -00 -01500 and 061AO- 00 -00- 01700 Owner(s) of Record: MARY J. DICKENS Date of Proffer Signature: November 11, 2013 2.8 +/- acres to be rezoned from RESIDENTIAL - R -4 to NEIGHBORHOOD MODEL DISTRICT (NMD) MARY J. DICKENS is the owner (the "Owner ") of Tax Map and Parcel Number 061A0 -00 -00 -01500 and 061AO -00 -00 -01700 (the "Property") which is the subject of rezoning application ZMA No. 2013 - 00001, a project known as "LOFTS AT MEADOWCREEK" (the "Project "). The term "Owner" as referenced herein shall include within its meaning the owner of record and successors in interest. The "Application Plan" refers to Exhibit A to the Code of Development last revised June 10, 2013. Pursuant to Section 33.7 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. I. Rio Road Improvements. At its sole expense, the Owner shall plan, design, bond and construct the travel lane improvements on its land fronting Rio Road (State Route 63 1) in general accord with the Application Plan. The travel lane improvements shall be designed and constructed to County and VDOT standards, including the design and construction of related drainage, slope and utility easements, as applicable. As a condition for the issuance of the first certificate of occupancy for any structure on the Property, the Owner shall complete construction of the travel lane improvements. Construction of the travel lane improvements shall be deemed complete when the County Engineer determines that the roadway is safe and convenient for traffic. In conjunction with the first site plan for the Project, the right -of -way for the travel lane improvements shall be dedicated to public use. 2. Transit Reservation Area. The Owner shall reserve on the fast site plan for the Project an area for a bus pull -off from Rio Road within the northwest portion of the Property within the common open space in general accord with the Application Plan. Should fixed -route bus service associated with the Charlottesville Area Transit (CAT) ever be extended to serve the section of Rio Road adjacent to the Property, upon demand of the County, the Owner, at its own expense, shall construct the bus pull -off to accommodate a bus pulling off Rio Road and picking up riders. In conjunction with the bus pull -off area, the Owner shall also construct a small transit shelter to complete the bus stop. The specific design standards of the bus pull -off and the shelter shall be determined by VDOT, CAT, and the Director of Community Development within sixty days of the County's formal request for the transit stop. In the absence of any fixed -route service, the Project shall be designed to accommodate the CAT On -demand Link or JAUNT service within the community as a means of providing public access to residents per the existing programs. 3. Affordable Housing. The Owner shall provide affordable housing equal to twenty percent (20 %) of the total. residential dwelling -units-within the - Project in the- form of for. - lease- affordable - dwelling units -(the- "Affordable Units" or "Affordable Dwelling Units"), Each site plan for land within the Property shall 1 an %iiilillglliIilly Service Auth� Wtise. W%M t FM lot &MS. and MR 8PWftn*Wft ar� on ode map art haendedrargenwN tsyoutand m4mncewaft, any. TtAs w1mout K oat tananead nor eny other use Bran Ox Wali t*%my pie and tt6neral Iotatbn wtpoeaa. The utn s oho+ w ah mep art beRwed tc tie sorairsle,/waarnr , room(l illtylmprwtner >taarsd1wsy&Wnchaneee MY hart boon updated In aid ffm90V thoe the time of ihb prkiaut dontud ACSA aitacty (t rpe fa: uaRty tot:etiam. A6041 knaawy 0 W07 � Pcel n let ar eA i i ism ALI .41 t t note the aggregate number of units designated for Affordable Units. The Owner shall convey the responsibility of constructing the affordable un its to any subsequent purchaser of the Property. The current Owner or subsequent Owner shall create units affordable to households with incomes less than 80% of the area median family income not adjusted for family size (the "Affordable Unit Qualifying Income "), such that tenant -paid rent and tenant -paid utilities (with allowances for utilities to be those adopted by the Housing Office for the Housing Choice Voucher Program) do not exceed 30% of the Affordable Unit Qualifying bicome. A. Rental Rates for Affordable Units The initial net rent for each for -rent Affordable Unit when the Unit(s) is available for occupancy shall not exceed the then- current and applicable maximum net rent provided by the County Housing Office based on fair market rents published by the U.S. Department of Housing and Urban Development. In each subsequent calendar year, the monthly net rent for each for -rent affordable unit may be increased up to three percent (3 %). For purposes of this proffer statement, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such for -rent Affordable Units may not exceed the maximum rents established in this paragraph 3A shall apply for a period of five (5) years following the date the certificate of occupancy is issued by the County for each for -rent Affordable Unit, or until the units are sold as affordable units as defined by the County's Affordable Housing Policy approved by the Board of Supervisors February 4, 2005, whichever comes first (the "Affordable Tenn "). B. Conveyance of Interest — All instruments conveying any interest in the for -rent affordable units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this paragraph 3. In addition, all contracts pertaining to a conveyance of any for -rent affordable unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 3. At least thirty (30) days prior to the conveyance of any interest in any for -rent affordable unit during the Affordable Term, the then - current owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 3 have been satisfied. C. Reporting of Rental Rates — During the Affordable Term, within thirty (30) days of each rental or lease tens for each for -rent affordable unit, the then - current owner shall provide to the Albemarle County Housing Office the unit number, last name of tenant, lease date, and lease amount. In addition, during the Affordable Term, the then- current owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. 4. Cash Proffer for Sidewalk improvements. The Owner shall contribute cash to the County in the amount of Twenty Thousand Dollars ($20,000.00) for the purpose of funding the construction of a sidewalk or path (as determined by the County) along the western boundary of County tax map parcel 6I A -39 for a distance of approximately 175 feet. Such contribution shall be paid to the County prior to the issuance of the first certificate of occupancy for the Property, if the cash contribution has not been used by the County for the stated purpose within ten (10) years from the date of the issuance of the first certificate of occupancy for the Property, all unexpended funds shall be refunded to the Owner. Beginning January 1, 2014, the amount of the cash contribution required by this proffer shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index ( "MSI" ), In no event shall any cash contribution amount be adjusted to a sum less than the amount initially established by this proffer. The annual adjustment shall be made by multiplying the proffered cash contribution amount for the preceding year by a fi•action, the numerator of which shall be the MSI as of December i in the preceding calendar year; and the denominator of which shall be the NISI as of December 1 in the year preceding the calendar year most recently ended. 0 .w ro 2 k 5. The Owner shall contribute cash on a per "market- rate" dwelling unit basis for the purposes of addressing the fiscal impacts of the development on the County's public facilities and infrastructure. The cash contribution shall be One Thousand and 00 /I00 Dollars ($1000.00) for each residential dwelling unit other than an affordable dwelling unit qualifying as such under Proffer 3.The cash contribution shall be paid at the time of the issuance of the building permit for the Project, unless the timing of the payment is otherwise specified by state law. OWNER. MAR S 21668516 Zd.c 3 PARKING: PARKING REQUIRED: 35 1— BEDROOM UNITS ® 1.5 SPACES PER UNIT = 53 SPACES 30 2— BEDROOM UNITS O 2.0 SPACES PER UNIT = 60 SPACES 113 SPACES HANDICAP SPACES — 3 REQUIRED OF WHICH ONE MUST BE VAN ACCESSIBLE PARKING PROVIDED: SURFACE PARKING SPACES = 13 SPACES (INCLUDES 1 VAIN ACCESSIBLE SPACE) PODIUM GARAGE PARKING SPACES = 67 SPACES (INCLUDES 2 VAN ACCESSIBLE SPACES) 80 SPACES A WAIVER OF THE NUMBER OF PARKING SPACES, ZO SECTION 4.12.2c.1, HAS BEEN APPROVED BY ALBEMARLE COUNTY WiTH ZMA 201300001 (SEE LETTER ON SHEET 2). THERE HAS BEEN NO REDUCTION TO THE NUMBER OF PARKING SPACES SHOWN ON THE APPLICATION ASSOCIATED WITH ZMA 201300001. BUILDING DATA: GROSS SQUARE FEET: 117,674 S.F. GARAGE FOOTPRINT. 25,127 S.F. LEVEL 1: 25,799 S.F. LEVEL 2: 24,494 S.F. LEVEL 3: 26,042 S.F. LOFTS: 16,212 S.F. FITNESS CENTER: 1,253 S.F. CONFERENCE ROOM: 322 S.F. No. UNiTS: 35 -1 BR UNITS 65 TOTAL UNITS BUILDING HEIGHT: 50.60 FEET AVG. GRADE ® BLDG.= 463.62 PARAPET HEIGHT: 7.00 FEET USE GROUP: SEE BUILDING ARCHITECTURAL PLANS SHEET GO.03 CONSTRUCTION TYPE: 1 —A SPRINKLERS: YES PER NFPA 13 RESIDENTIAL STRUCTURE USE GROUP: SEE BUILDING ARCHITECTURAL PLANS SHEET GO.03 CONSTRUCTION TYPE: V —A SPRINKLERS: YES PER NFPA 13R AFFORDABLE UNITS: PER PROFFER 3 ABOVE, 13 AFFORDABLE UNITS ARE REQUIRED. 13 AFFORDABLE UNiTS WILL BE PROVIDED. RWSA: 65 APARTMENT UNITS AT 135 GPD /UNIT = 8,775 GPD AVG. DAILY FLOW ACSA: 316 WATER FIXTURE UNITS — 90GPM PER LIGHTHOUSE ENGINEERING 1 ADDRESS 19t SUBMISSION COMMENTS DMJ 2/27/15 _ DESIGNED BY: PROJECT. SET REV. NO. OP k = DW THE LOFTS AT MEADOWCREEK 4 j ENGINEERS DRAWN BY. FINAL SITE PLAN 00* 1 SURVEYORS K7M ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID M. SEN PLANNERS TITLE. 4 SIGNATURE SET DMJ 6/18/15 Lie. No. 11484 DIHR BY: PROFFERS, VARIATIONS AND WAIVERS C -2 JDB o r � �w ASSOCIATES SKEET NUMBER: A �O� yr /�� PO Box 4119 3040 Avemore Square PI. 41 `7 ti Lynchburg, VA 24502 Ch.l.tt ill ,NVA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE. N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE SSjONAL ��� Phone: 434.3www.w Pl,tne< 434.9184s70o www wWass<c,aleti net 213001.05 300105C_ND-1.dwg CML V. NIA A 09130114 2 Of 30 I _J (2 -1 � -X-1� V) W W H Z Z D 0 V .Op U-) 010 (O Q D 0 0- 3 N 2 cjI _O O c 0 0_ ;"' 'o O O R N 3 v° O 4. O J °o N E4 ALBEMARLE COUNTY GENERAL NOTES: GENERA! CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL.• VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT. 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 1. GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 - 5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO VDOT. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 4. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 5. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 6. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 8. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 9. 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. 10. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL 11. 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. 12. 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. 13. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 14. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE: - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION, 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND CONTROL SEDIMENT 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 PLAINS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL FERTILIZER SHALL BE APPLIED AT 10001-BS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /1000SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17- 207B.) RNANNA WATER do SEWER AUTHORITY (RWSAI GENERAL WATER & SANITARY SEWER NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977 -2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF ANY WORK AFFECTING THE RWSA 18" WATER MAIN. 1 ADDRESS 1st SUBMISSION COMMENTS 2 REVISED RWSA GENERAL WATER AND SEWER NOTES 4 1 SIGNATURE SET rim SHEET REVISION DMJ 2/27/15 DMJ 5/01/15 DMJ 1 6/18/15 BY I DATE 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE -INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE - AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). WW ASSOCIATES GENERAL NOTES: GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1- 800 - 552 - 7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE APPROXIMATE. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984 -2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 252 AND AS SPECIFIED ON THE DRAWINGS. 6. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 7. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 8. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 9. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 11. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RNANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 12. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: VDOT LAND USE PERMIT, ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 5. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PHASE 1 LAND CLEARING GENERAL PERMIT HAS BEEN OBTAINED BY THE PROPERTY OWNER. MISCELLANEOUS NOTES 1. THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X ", AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY 510006, PANEL NUMBER 0278 -D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 2. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 3. HORIZONTAL DATUM: NAD -83 VERTICAL DATUM: NAVD 88 4. EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON A FIELD SURVEY PERFORMED BY WW ASSOCIATES, INC DURING JANUARY, 2013. 5. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE. GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. 3. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, AND CABLE WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 4. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE. 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL PROVIDE EROSION CONTROL AT OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 12. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 13. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 15. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL-VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 16. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. 17. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 18. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. 19. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. EX. SYMBOL LEGEND NEW + BENCHMARK /FFE UGCT c BOLLARD U 4 BORE HOLE 0 0 BUILDING COLUMN 0 UGE BUSH G © CABLE BOX Fc CEMETERY CONIFEROUS TREE DECIDUOUS TREE 0 Wd DRAINAGE INLET GRATE 0 DRILL HOLE Q 0 ELECTRIC PANEL BOX Qf ❑E ELECTRIC PEDESTAL EE ELECTRIC TRANSFORMER ED �E ELECTRIC MAN HOLE QE FIRE HYDRANT FLAG POLE g' © GAS MAN HOLE GCS GM GAS METER ®M X GAS VALVE �Q © GENERATOR FG GROUND LIGHT GUY POLE HANDICAPPED PARKING IH HEAT PUMP 0 0 IRON PIN 0 LIGHT POLE 16 MAILBOX Q MONITORING WELL ■ MONUMENT FOUND 0 MONUMENT SET 8 PANEL POINT 8 POWER METER �6 POWER POLE 0 ROAD SIGN' (E) SANITARY CLEAN OUT �S SANITARY SEWER MAN HOLE J S�P SIAMESE CONNECTION SIGN Q C SPRINKLER HEAD ( STORM DRAIN MAN HOLE O FOI TRAFFIC LIGHT POLE n° ( TELEPHONE MAN HOLE (1 TELEPHONE PEDESTAL m TELEPHONE POLE -�- TELEPHONE JUNCTION BOX TP 61 TEST PIT 6m 15�1 TRAFFIC CONTROL BOX 0 TRAFFIC JUNCTION BOX Q TRAVERSE Q 0 UTILITY MARKER POST O l__QD UTILITY POLE CDL) O VENT PIPE 0 WO WATER MAN HOLE ATE WATER METER No WATER VALVE WELL YARD GRATE EXTERIOR LIGHTING FIXTURES } 0 EXISTING - - - -R /W- - - -R /W- - - - -R/W - - --R/W- OHCT OHCT UGCT UGCT OHT OHT UGT UGT OHE OHE SEIV SFM SAN SAN 0HU OHU UGU UGU W W LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT -OF -WAY BUILDING COLUMN BOUNDARY PROPERTY LINE BOUNDARY RIGHT -OF -WAY BUILDING SETBACK BUSH LINE CAN OVERHEAD CATV UNDER GROUND TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT CONSTRUCTION AND GRADING EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM EASEMENT STORMWATER MANAGEMENT EASEMENT UTILITIES EASEMENT WATER FENCE BARBED WIRE GUARD RAIL FENCE CHAIN LINK FENCE WOOD FENCE WOVEN WIRE GAS UNDER GROUND TOP OF BANK ELECTRIC OVERHEAD ELECTRIC UNDER GROUND RAILROAD CENTERLINE STREAM CENTERLINE PAVEMENT ASPHALT ROAD CENTERLINE SANITARY FORCEMAIN SANITARY SEWER STORM SEWER TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TREELINE UTILITY OVERHEAD UTILITY UNDER GROUND WATERLINE WETLAND LIMITS EXISTING FEATURE TO BE DEMOLISHED CONCRETE GRAVEL PAVEMENT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS SHOWN MAY NOT BE USED. SH DESIGNED BY: OF Dj WA DMJ I� ENGINEERS DRAWN BY: SURVEYORS KM DAVID M. SEN PLANNERS DIHR BY: „d Lie. No. 11484 AsSOCIATES JDB �0��5 1� ����� PO Box 4119 3040 Avemore Square PI. WWA NUMBER: �( Lynchburg VA 24502 Chnduttesville, VA 22911 `42 AL Phone: 434316.6080 Phone: 434.994.3700 N0. SHEET REVISION BY DATE www.wwassociatcs.net 213001.05 NEW - - - -R /W- - - -R /W- - - --R/w- TOB TOB SAN W W PROJECT. THE LOFTS AT ML-Irl REEK FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA TITLE: GENERAL NOTES AND LEGEND FILE NAME: DISCIPLINE: SCALE: DATE: 300105C_ND-2.dwg CIVIL H: N/A 09130114 V. N/A SET REV. NO. 4 DRAWING NUMBER: C -3 SHEET NUMBER: 3 of 30 ,r: Ll Z 0 V) Z) O V L0 00 co Q O J CL GAS GAS TOB TOB OHE OHE UGE UGE SEIV SFM SAN SAN 0HU OHU UGU UGU W W LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT -OF -WAY BUILDING COLUMN BOUNDARY PROPERTY LINE BOUNDARY RIGHT -OF -WAY BUILDING SETBACK BUSH LINE CAN OVERHEAD CATV UNDER GROUND TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT CONSTRUCTION AND GRADING EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM EASEMENT STORMWATER MANAGEMENT EASEMENT UTILITIES EASEMENT WATER FENCE BARBED WIRE GUARD RAIL FENCE CHAIN LINK FENCE WOOD FENCE WOVEN WIRE GAS UNDER GROUND TOP OF BANK ELECTRIC OVERHEAD ELECTRIC UNDER GROUND RAILROAD CENTERLINE STREAM CENTERLINE PAVEMENT ASPHALT ROAD CENTERLINE SANITARY FORCEMAIN SANITARY SEWER STORM SEWER TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TREELINE UTILITY OVERHEAD UTILITY UNDER GROUND WATERLINE WETLAND LIMITS EXISTING FEATURE TO BE DEMOLISHED CONCRETE GRAVEL PAVEMENT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS SHOWN MAY NOT BE USED. SH DESIGNED BY: OF Dj WA DMJ I� ENGINEERS DRAWN BY: SURVEYORS KM DAVID M. SEN PLANNERS DIHR BY: „d Lie. No. 11484 AsSOCIATES JDB �0��5 1� ����� PO Box 4119 3040 Avemore Square PI. WWA NUMBER: �( Lynchburg VA 24502 Chnduttesville, VA 22911 `42 AL Phone: 434316.6080 Phone: 434.994.3700 N0. SHEET REVISION BY DATE www.wwassociatcs.net 213001.05 NEW - - - -R /W- - - -R /W- - - --R/w- TOB TOB SAN W W PROJECT. THE LOFTS AT ML-Irl REEK FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA TITLE: GENERAL NOTES AND LEGEND FILE NAME: DISCIPLINE: SCALE: DATE: 300105C_ND-2.dwg CIVIL H: N/A 09130114 V. N/A SET REV. NO. 4 DRAWING NUMBER: C -3 SHEET NUMBER: 3 of 30 ,r: Ll Z 0 V) Z) O V L0 00 co Q O J CL v► v 0 U 0 r- 0 0 i c 0 CL a� to 'o L� O 0 V_ N i Y W 3 O Q v J 0 I EARTHWORK REQUIREMENTS 1. GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF ,ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE - MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BiDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM -385 -1 -1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRiP LINE. PiROViDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WiTH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND A MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP ", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FUF'NISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THiS SPECIFICATION. 3. EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN -iiMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS„ ROOTS % -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION /CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM -385 -1 -1, SECTION 25. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION IS ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER.. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE. PLACE IN 6 -INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FiLL MATERIAL PLACEMENT: PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE iN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 90% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO '98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PiPE TRENCHES: COMPACT FiLL, BACKFILL, AND SELECT MATERIALS PLACED IN PiPE TRENCHES TO 95% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 95% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE WITH ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. 1 ADDRESS 1st SUBMISSION COMMENTS DMJ 2/27/15 OF Am DESIGNED BY. PROJECT: SET REV. NO. �r DMJ THE LOFTS AT MEADOWCREEK 4 p I ENGINEERS DRAWN BY: FINAL SITE PLAN all SURVEYORS K7M ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 SIGNATURE SET DMJ 6/18/15 DLit No. 11484EN PLANNERS TITLE: EARTHWORK SPECIFICATIONS /�+ ,1 DIHR BY: li -' `t °.�o M� ww� ASSOCIATES JDB ,t1 `o / % /�S t� Po Box 4119 3040 Avemore Square P,. SCALE SHEET NUMBER: Lynchburg, VA 24502 Char,ott- ille,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE. : DATE. Phone: 434.316.6080 Phone: 434.984.2700 N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE s`pf'DNAL www.wwassociates.net 213001.05 300105C-ND CNIL H: N/A 09/30/14 4 of 30 V. NIA C /Y 74, -( S W D! H Q Z 0 in Z O to e- 00 t� Q 0 O J O.. 3 UI 0 Q o i 0 a vs 'v 0 0 C4 i 3 0 0 J 0 N i El GENERAL DEMOLITION NOTES 1. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, GAS, SANITARY SEWER, SEPTIC TANKS, DRAIN FIELDS, WATER AND STORM DRAIN - AND SHALL COORDINATE PROPER PROTECTION, DEMOLITION, RELOCATE AND /OR ABANDONMENT WITH APPROPRIATE OWNER /UTILITY COMPANY. 2. CONTRACTOR SHALL WALK THE SITE AND BE FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND BE UNCLASSIFIED EXCAVATION. 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF EXISTING BUILDING AND APPURTENANCES, CONCRETE CURBS, GUTTERS AND SIDEWALKS, BITUMINOUS CONCRETE PAVEMENTS, CONCRETE PADS, RETAINING WALLS AND ALL MATERIALS OR VEGETATION/TREES CLEARED AND STRIPPED (AS DIRECTED BY SOILS ENGINEER) TO THE EXTENT NECESSARY FOR THE INSTALLATION OF NEW IMPROVEMENT AND WITHIN THE LIMITS OF CLEARING AND GRADING. COORDINATE WITH DWG. NO. C -6 AND C -7. AND UTILITIES E TOR SHALL PROTECT ALL PROPERTY AND STRUCTURES ON TH 4. THE CONTRACTOR DUE TO THE DAMAGE TO THE PROPERTY CONTRACTOR'S T TO BE DEMOLISHED. PROPERTY NO ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO THE OWNER. 5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND FIRE HYDRANTS AND STORM DRAINAGE UTILITIES THAT SERVICE ADJACENT PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. 6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD OF DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. AFTERWARDS A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. 7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, TREE/VEGETATION AND UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED, AND UNDISTURBED DURING DEMOLITION. CONTRACTOR SHALL COORDINATE THE REMOVAL OF BITUMINOUS CONCRETE PAVEMENTS, CURBS, CURB AND GUTTER AND SIDEWALK WITH DWG. NO. C -6 AND C -7. 8. SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED SHALL BE PROVIDED. 9. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AS WELL AS OSHA REGULATIONS. 10. CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS /EGRESS TO ADJACENT USES OR PROPERTIES. COORDINATE WITH OWNER MAINTENANCE OF TRAFFIC /PEDESTRIAN CIRCULATION DURING CONSTRUCTION. 11. EXISTING PAINT STRIPING REMOVAL SHALL BE COORDINATED WITH VDOT. 12. EXISTING OVERHEAD ELECTRIC ALONG RIO ROAD TO BE RELOCATED TO THE EXTENT NECESSARY TO CONSTRUCT NEW IMPROVEMENTS. COORDINATE WITH DOMINION POWER. NEW UTILITY POLES TO BE SET A MINIMUM OF 4' FROM THE NEW ADJACENT RIGHT OF WAY IN ORDER TO PROVIDE A 15' CLEAR ZONE. 13. EXISTING WELL AND SEPTIC TO BE DEMOLISHED /ABANDONED IN ACCORDANCE WITH HEALTH DEPARTMENT REGULATIONS. EXISTING LINE TABLE LINE # DIRECTION LENGTH L 1 N25 °50'02 "E 89.98 L2 N20 °29'29 "E 90.56 L3 N 19 °25'35 "E 90.79 L4 N 19 °51 '51 "E 90.69 L5 N20'1 B'21 "E 89.21 I 01 THIS INTERIOR 1" / r l\ PROPERTY LINE � 'F ' 0 E VACATED TIy1P tAV5d //ND LIMITS OF PRESERVED AT OLI DOC E F ICHMp WALT R F. S LLI AN BISHOP A `�a' SLOPES TO BE DISTURBED. I / / / 1 ' I <` t B.�tB 6 . 4#4 t / / �� / / ZO ED. R4I R�ID@NTIA `�$ AREA OF CRITICAL SLOPES CS41 SA ESW ,� � DISTURBED =1,403 SF � e 2U55 c �s � � P / / / J. �� u E: VAC NT $��?'� � TMP' stA -ts (SEE NOTE 1 BELOW) / �_ S24° 3'42" RF JOSEPH B7/ OR LCjRI D. WOOD IRF _y., - - / D 1962 P. 77 'h / 386.7 ZO D: R4 ESIDENTIAL , I ' :` '+ W .w RESIDENTIAL s � TMP 1 17 LQ A 3: 3en... P i 1 i �� oa f o LU�NE LLC J I )'3 0 / 0 A N rn ON / H ADD N BI EL D/S1RICi £'f I I { I Y z 24 °35'40 " "W IRE I IRF < f - g / / IRE 60. 8' TT " EX 20' ACSA SAN ESMT ''" ON H � DB 1989 PG 718 \ 1 7 �D � MODE�DIS��CT �.y \ � - �.; n use..' ARBED / / : '° NAG D-IS-LOP O ssMHRE / BE DITUR ED / <fx.•. -, N TOP= 443.45 F NLCE / / BENCHMARK �\ / �/ O / (-,;EE 1 BELOW / fay 8' OILY JOLLY 2 JOLLY / o >.. SSMH / / z TOP= 437.52 INV . IN= 423.57 \ \ 1 ST FLOO�R 18" CEDAR SLATE 10 INV OUT= 423.37 I CHAIN LINK FFE= �9.27 2 FENCE / 4» H LLY RIVACY ftbl h«/ / / / / / FLOOD 5' D� BUSH CE SOIL TYPE (TYPICAL) ° 3 / / / / / / Po CH k SCS SOIL DATA � ` „E 0 / r�-'" ' FE =47 25 PROVIDED ON E &S J' NARRATIVE SHEET / / / / / / MISTING N � 6' �� key t / rig 10' DIA �BUSH -450 / / �� / / " 18 CEDAR 10' DIA BUSH 'kl SOIL DIVISION LINE ".::'° I % EAV NT "..._ 10' DIA BUSH T} P O 4) (TYPICAL) - DEMQLtT10 D7`TAI / / / // �TYP of 6) / / 5 TMP 61A -29 /.,:'" / 8" /60GWOOD A IC DIOCESE OF RICHMOND / THIS ET 8' DIA BUSH 6' DIA BUSH LEGEND = SLOPES GREATER THAN OR EQUAL TO 25% m= AREAS TO BE DEMOLISHED 0 EXISTING FEATURE TO BE DEMOLISHED, ►l 2NIFUPING TO BE REMOVED 21C SOIL BOUNDARY 21B I i I i I I � I IMP 61A-14 WALTER F. SULLIVAN BISHOP ET AL 1z i I ;A01, f STANLEY C. CHANG • ► t��t�� . ♦ Nc:iiAr ' 'r. Obi. '0 ZONED: R4 RESIDENTIAL Z8ZDIA BUSH USE- ELEMENTARY SCHOOL E U6US ZONED: R4 RESIDEN IAL STA 6' DIA B H USE. RESIDENTIAL 4�ZCZDOGWOOf�L, DEMOLITION STA= 12+50.33 N\11 , BEGIN PAVEMENT END PAVEMENT---, -9tffr*MARK 7��+ 1 DEMOLITION ' R SPIKE EV =471. Jf 7 / /Clki LL L3 � IRF -� \ DISTURBED OHU I T S 1 46 y -- I T I - \ X66 _ 4 L5 / U 7 5 8' DI 6" DO OD ON WA MAIN I R O W - SIGN' \ �I O s1GN H I\ 466 0 < \ W ° \ \ D ~ - R / W -R/ Q. TMP 61 -182 TREESDALE LP 464 - 8 D.B. 3934 P. 235 462 0O < a 4 6 6 2 "x 12 ZONED: PLANNED RESIDENTIAL DEVELOPMENT 12 x 12 USE: RESIDENTIAL 12 "x 12 J INLET EYISTING INLET 6 F00 TOP- 469.29 TING INLET TOP= 467.49 CONCRETE d , d t7p 2 g � W W J ^a_r 04 ° X TOP = 465.89 SIDEWALK � O - CONCRETE C9 ltj < ` -464 -- W00� `464 m SIDEWALK DROP BOLLARD GAS INLET z 2 2 O VALVE TOP= 467.23 m N J C_ TMP 61A -03 -A TMP 61A -03 -1 INV= PHASE ONE VILLAGE SQUAR APPROXIMATE � � I -- APPR � NORMAND OR THERESE AUGER 457.54 TMP 61 -180A PROPERTY OWNERS LOCATION OF D. B. 3131 P. 79 I THOMAS OR RITA HASSALL I ASSOCIATION INC ZONED: R -4 RESIDENTIAL OR MEREDITH HASSALL D.B. 952 P. 355 PRESSURE USE: RESIDENTIAL I TMP 6 OR ANTON LARGIA ZONED: R -4 RESIDENTIAL HYDRANT JOHN H. OR MARRY Y N N. . KETCHAM D.B. 2734 P. 90 USE: VACANT RESIDENTIAL D.B. 1724 P. 559 ZONED: R -4 RESIDENTIAL _ ZONE: R -4 RESIDENTIAL USE: RESIDENTIAL USE: RESIDENTIAL 1 I ADDRESS 1st SUBMISSION COMMENTS I I J I .,`m V X1:4. - •'Fay' .: �' ; +. x \SIN mammm Y Y... ,sk EDGE OF EXISTING +00 RIO ROAD STE RTE. 631 0' (RAW VARIES) - - \ .- __ -I. , Q 0 W W a \\ to YY Y Tits k ti]}4 EXISTING MINIMUM DEMOLITION SCHEDULE t 1,iz 00 _ _ TRAVEL LANE 12" PAVEMENT AS DETERMINED IN FIELD ADEMOLISH EXISTING ASPHALT PAVING ADEMOLISH v iY ` Y EX PAVEMENT EXISTING BUSHES AND TREES ' SECTIONh" ADEMOLISH EXISTING RESIDENCE FOUNDATION, BASEMENT, ` SMOOTH PORCH PAI10S AND CONCRETE SURFACES NOTE: CUT SAW c 4 RELOCATE EXISTING OHU TO THE EXTENT NECESSARY TO ' CONTRUCT NEW IMPROVEMENTS I "+` 1. THE EXTENT OF SLOPES GREATER THAN OR EQUAL k TO 25X AS SHOWN ON THIS PLAN ARE BASED ON A ������O A DEMOLISH EXISTING VEGETATIVE HEDGE i FIELD RUN TOPOGRAPHIC SURVEY PERFORMED BY \\��`�� ADEMOLISH WW ASSOCIATES IN JANUARY 2013 AND THIS EXISTING FENCE SUPERCEDES THOSE SHOWN ON THE COUNTY EX PAVEMENT TO APPROVED MAP. THERE HAVE BEEN NO CHANGES TO BE DEMOLISHED AiDEMOLISH EXITING MAILBOX t THE GRADES SHOWN AS BASED ON WW ASSOCIATES PAVEMENT DEMOLITION DETAIL tl I I VISUAL OBSERVATION. FOR UNCONFINED PAVEMENT EDGES A REMOVE EXISTING PAINT STRIPING AS SHOWN I I NOT TO SCALE LA � CLEAR AND GRUB EXISTING TREES. REFER TO DWG. C -6 FOR v AREAS OF TREES TO REMAIN DMJ ( 2/27/15 4 ( SIGNATURE SET I DMJ 1 6/18/15 1 1 1 1 NO. SHEET REVISION BY I DATE I NO. SHEET REVISION BY I DATE TH OF � DAVID M. SEN Lic. No. 11484 W. �SSrQNAL ��� ENGIINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg. VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.994.2700 www.wwassociates -net IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' 40' 0 40' DESIGNED: PROJECT. THE LOFTS AT MEADOWCREEK DRAWN BY: FINAL SITE PLAN KN ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: EXISTING CONDITIONS AND DEMOLITION PLAN JDB WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213001.05 3001050 EX.dwg CIVIL H: 1`_-40' 09130114 V. N/A SET REV. NO. 4 DRAWING NUMBER: C -5 SHEET NUMBER: 5 of 30 ;ii If W L IJ Q Z 0 cn Z) O LO 00 L;j a 0 O J IL v� 3 0 U U� O O O M / G O QL 'v u� O O 0 N / Y V 3 v m v v 0 J n V) W w H Q Z C� N `r i� Z Z) O U LO 00 L O M N 0 W Q In H O J Q- v� 3 I a UI O_ O O i c 10 a a� 0 0 0 N aYi 3 0 0 Ar J O M i El �i IRF 0� - 10+ 0 N Nl- �00 RIO ROAD PT =9 +51.57 _ sTE. RTE. 63 1 — — — — — — — — (R /W VARIES) MIAM v v v i7 R1 0 --- R /W--- -R /W—t - - - - -H PROFILE VIEW: NEW ROAD STA. 10 +00 TO STA. 12 +22.12 E m- 10+00 10 +50 11+00 11+50 12 +00 PROFILE VIEW: NEW ROAD STA. 10 +00 TO STA. 12 +22.12 -z- IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' 40' 0 40' IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 1 ADDRESS 1st SUBMISSION COMMENTS OMJ 2/27/15 of � DES►GNEDD�: PF?o�ECr: SET REV. No. THE LOFTS AT MEADOWCREEK � f, = ENGINEERS FINAL SITE PLAN n 4 DRAWN BY: I , SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID M. SEN PLANNERS TITLE. 4 SIGNATURE SET DMJ 6/18/15 DIHR BY: PRIVATE DRIVE C -8 11e. No. 11484 ASSOCIATES DDB PLAN AND PROFILE SHEET NUMBER: PO Box A2 3040A"e'noreVA22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: Lynchburg, VA 24502 Chulouesvitle. VA /� � p SI0NTAL Phone: 434.316.6080 Phone: 434A84# 2700 `jML H: AS SHOWN 8 of ,30 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 300105C_PP -1.dw Ww -W ��W3�,��<<<i�e, �eL 213001.05 9 V: AS SHOWN 09130114 �i R T w H Q z C� N z O U LO oI0 W O J 3 I a UI O O i c 0 CL cn 0 O O N 3 0 as v J O N Z STA =12 +02.80 STA =12 +60.58 OFFSET= 15.84' RT FOC BEGIN NOSE DOWN NEW CG -6 OFFSET =- 13.99' LT STA =12 +07.68 END NEW RIGHT TURN TAPER OFFSET= 14.90' RT END NOSE DOWN NEW CG -6 STA =13 +04.51 AND END NEW CG -6 OFFSET= 10.65' RT EP STA =12 +13.53 END NEW PAINT STRIPING OFFSET =1.50' RT PRC END 518' RADIUS STA =12 +93.35 BEGIN 530' RADIUS OFFSET= -1.28' LT EP PRC END 530' RADIUS STA =12 +38.72 BEGIN 518' RADIUS OFFSET= -1.38' LT END NEW 125' STA =13 +22.47 LEFT TURN LANE TAPER OFFSET= -0.12' LT EP STA =12 +50.33 END NEW 518' RADIUS OFFSET= 11.98' RT END NEW PAINT STRIPING END MILL AND OVERLAY STA =13 +06.35 OFFSET =- 12.62' LT PC 35' RADIUS STA =13 +68.19 RIO ROAD EAST = STA 10 +00 q TOWNE LANE _R /yl °° 13 +00 �R /W 14 +0pts -� 0 q.45' SIG � BENCHMARK n FRONT S RR SPIKE 10' BA 471 - -� - 15 +0 O B.1 Ito 12.26 o , � OFFSET= -21.92 LT EP 116 +00 BEGIN NEW RIGHT - 16 +2 _ _ �R °- TURN TAPER I I I WP -2 n* EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) l° co O STA =10 +45.70 I OFFSET= - 21.42' LT EP PT 35' RADIUS STA =10 +62.51 OFFSET =- 18.39' LT EPA END NEW PAINT STRIPING � TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 V2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) z MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMIENT DESIGN, 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. I C LACED WITH T EL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 INCHES AND REP AN ASPHALT SURFACE COURSE TO MATCH THE 4. THE ADJACENT TRAVEL f2 PROPOSED PAVEMEN T WIDENING SURFACE COURSE UN LES S WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE -IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE -IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE W ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. xvooT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 PAINT STRIPING STA =11 +93.35 ' OFFSET= 17.72' RT FOC CL NEW CG -9B ENTRANCE 1 STA =11 +81.73 OFFSET =- 14.57' LT END NEW RIGHT TURN LANE BEGIN NEW RIGHT TURN TAPER PROFILE VIEW: RIO ROAD EAST FINAL STA. 10 +00 TO STA. 12 +22.12 STA =11 + 13.19 OFFSET= 6.10' RT PC BEGIN 518' RADIUS I STA =11 + 13.78 OFFSET= -5.89' LT FOC END NEW 68' LEFT TURN LANE BEGIN NEW 125' LEFT TURN LANE TAPER K : - -f 107' - - m 0 77 STA =10 +40.47 D OFFSET= 16.55' RT FOC PT 30' RADIUS m STA =9 +68.69 OFFSET= -6.84' LT 6' RADIUS STA =10 +45.86 OFFSET= STA =9 +63.61 -9.22' LT OFFSET= 25.31' RT FOC BEGIN NEW PC 15' RADIUS 68' RIGHT STA =9 +33.55 TURN LANE OFFSET= 33.88' RT FOC BEGIN 30' BUS PULLOUT TRANSITION IFS NEW ASPHALT. SEE "NEW RIO ROAD PAVEMENT SECTION WITHIN VDOT RIGHT OF WAY" DETAIL ON DRAWING NUMBER C -10. MILL EXISTING PAVEMENT 1.5" AND PROVIDE NEW OVERLAY OF 1.5" SM 12.5D (MILL AND OVERLAY). -- -_I /W_G_ _ _ -R. STA =8 +68.33 \ OFFSET =8.73' RT END NEW 100' RIGHT TURN LANE TAPER BEGIN NEW 100' RIGHT TURN LANE STA =8 +84.65 OFFSET= 32.75' RT FOC END 50' BUS PULLOUT TRANSITION STA =8 +89.86 OFFSET =- 15.11' LT FOC END NEW LEFT TURN LANE TRANSITION 6 +p0 w z Q Y w a Ma NOTES* 1. THIS SHEET FOR RIO ROAD IMPROVEMENTS ONLY. 2. PAVEMENT WIDENING TO BE IN ACCORD WITH VDOT STANDARD WP -2. 2 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' 40' 0 40' STA =6 +91.03 OFFSET =0.37' RT BEGIN NEW PAINT STRIPING o END EXISTING LEFT TURN LANE BEGIN NEW w LEFT TURN LANE TRANSITION CL STA =7 +63.87 STA =7 +69.68 OFFSET= 13.07' RT FOC OFFSET 69.68 ' RT BEGIN NEW CG -6, END NOSE DOWN CG -6 AND BEGIN MILL AND OVERLAY BEGIN NEW 100' - -- - - RIGHT TURN LANE TAPER, BEGIN NOSE DOWN CG -6, BEGIN 6" HIGH CG -6 STA =8 +35.35 - OFFSET= 18.77' RT FOC - - BEGIN 50' BUS PULLOUT TRANSITION - - NOTES* 1. THIS SHEET FOR RIO ROAD IMPROVEMENTS ONLY. 2. PAVEMENT WIDENING TO BE IN ACCORD WITH VDOT STANDARD WP -2. 2 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' 40' 0 40' 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 PROFILE VIEW: RIO ROAD EAST -FINAL STA. 6 +00 TO STA. 16 +21 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' E�= 50' 0 50' HORZ: 1 " = 50' 1 ADDRESS 1 st SUBMISSION COMMENTS DMJ 2/27/15 _ DESIGNED BY. PROJECT: SET REV. NO. ��m OF = DMJ THE LOFTS AT MEADOWCREEK 4 f'�, ENGINEERS DRAWN BY. FINAL SITE PLAN OaN�SURVEYORS � ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: ID , 4 SIGNATURE SET DMJ 6/18/15 DAVID M. SEN PLANNERS DIHR BY. TITLE' RIO ROAD FRONTAGE IMPROVEMENTS Lie. No. 11484 C' -SA ASSOCIATES JDB PLAN AND PROFILE SHEET NUMBER: ���'� �S' �W� Po B ° vemore SVA 22911 q °are Lynchburg, VA 24502 Charlottesville. P.. WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �sSrONAL �tyG Phone: 434.316.6080 Phone: 434.984.2700 CML H: AS SHOWN 9 of 30 NO. SHEET REVISION BY DATE ]NO. SHEET REVISION BY DATE w .- associalcs.net 213001.05 300105C-PP V: AS SHOWN 09130114 n, A&I w Q 0 Z O U LO 00 t0 Q 0 CL 495 - -- - - --- - -' - - - - - - - - -- -- - - - - - - 495 ---- - - - - -- 490 -- - - - --- - - - - _ - - - - - -- - � - - - - � - - - - - -- � - -- i - - 490 485 - - -- - - - - ---- t44 - _ � � _ _ - -- - 485 1, U/STANCE 480 - - - - - - - - - - - - - - -- - --- -- - -- - - - -- - -- - -- -- - - - . - - - - - - - - - -- - - - 480 -- - - - -- - _ - - - - -- 77A - - -- - ------ - -- - - -- - 475 470 - -_ -- -- � -- --- - -- - -- 470 � - - - -- - 465 � , 465 -- -\_EXISTlIsIG-- GRAIE ± 460 a - - A - - - - - - -� � - - 460 W _ 455 -- - - - - -- -- - - - - - - - + - - --- - - --- - - - - - ---- Y - - - -- - - - - -- - -- -- - - - - -- __ _ - -- - � _ - - 455 450 - r 450 - -- -- - - I - 445 _ 445 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 PROFILE VIEW: RIO ROAD EAST -FINAL STA. 6 +00 TO STA. 16 +21 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' E�= 50' 0 50' HORZ: 1 " = 50' 1 ADDRESS 1 st SUBMISSION COMMENTS DMJ 2/27/15 _ DESIGNED BY. PROJECT: SET REV. NO. ��m OF = DMJ THE LOFTS AT MEADOWCREEK 4 f'�, ENGINEERS DRAWN BY. FINAL SITE PLAN OaN�SURVEYORS � ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: ID , 4 SIGNATURE SET DMJ 6/18/15 DAVID M. SEN PLANNERS DIHR BY. TITLE' RIO ROAD FRONTAGE IMPROVEMENTS Lie. No. 11484 C' -SA ASSOCIATES JDB PLAN AND PROFILE SHEET NUMBER: ���'� �S' �W� Po B ° vemore SVA 22911 q °are Lynchburg, VA 24502 Charlottesville. P.. WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �sSrONAL �tyG Phone: 434.316.6080 Phone: 434.984.2700 CML H: AS SHOWN 9 of 30 NO. SHEET REVISION BY DATE ]NO. SHEET REVISION BY DATE w .- associalcs.net 213001.05 300105C-PP V: AS SHOWN 09130114 n, A&I w Q 0 Z O U LO 00 t0 Q 0 CL 3 v 2 C7 UI 0 0 / c 0 a u 0 0 ti 0 0 N Y V 3 O v 0 J 0 N / zi SIGNAGE AND STRIPING LEGEND ID ITEM (SPECIFICATION) DESCRIPTION Q STOP SIGN STOP (MUTCD W1 -1) SINGLE POST Q 4" SINGLE SOLID WHITE LINE (TYP) Q 6" SINGLE SOLID WHITE LINE (TYP) ® 4- SINGLE MINI -SKIP WHITE LINE Q 4- SINGLE SOLID YELLOW LINE (TYP) © 24" SINGLE SOLID WHITE LINE (TYP) FZI 24" SINGLE SOLID WHITE LINE (TYP) ® WHITE PAVEMENT MESSAGE MARKING (TYP) Q 6" DOUBLE SOLID YELLOW LINE (TYP) ® 24" SINGLE SOLID YELLOW LINE (TYP) WHITE PAVEMENT MESSAGE MARKING (TYP) h r* t SIGN SIGN 77 o ,- w� -- SICN —R /W ��� ���..•"""` --00 ,� SRI -'•�' 0 _ _ 11 6 0 +00 -- _ \ m a 4" X 4" WOODEN °� z INV- 457.54 TMP 61 -179 JOHN H. OR MARY N. KETCHAM D.B. 1724 P. 559 ZONE: R -4 RESIDENTIAL USE RESIDENTIAL TMP 61 -180A THOMAS OR RITA HASSALL OR MEREDITH HASSALL OR ANTON LARGIA D.B. 2734 P. 90 ZONED: R -4 RESIDENTIAL USE: RESIDENTIAL i BOLLARD -1- O r TMP 61A -03 -A I PHASE ONE VILLAGE SQUARE PROPERTY OWNERS ASSOCIATION INC D. B. 952 P. 355 ZONED: R -4 RESIDENTIAL USE: VACANT RESIDENTIAL � I TMP 61A-2 CATHOLIC DIOCESE - �— BISHOP WALTER F. SULLIVAN m �... ZONED: R4 RESIDENTIAL .� % , - I '. Lr SCHOOL USE: ELEMENTARY i - t vI� n�� ► - ���, - 'rho IRF 12 +00 13 +p0 _ - - - R 2 0 EXISTING CONCRETE SIDEWALK GAS VALVE ' TMP 618 -03 -1 NORMAND OR THERESE AUGER ' D. B. 3131 P. 79 ZONED: R -4 RESIDENTIAL 1 USE. RESIDENTIAL la < <� < < 12 "x12 12 "x12° 12 "x12" INLET EXISTING INLET L INLET TOP = 467.49 CONCRETE TOP= 469.29 TOP= 465.89 DROP LINLET SIDEWALK TOP= 467.23 SIGNAGE NOTES: 1. TRAFFIC SIGNS SHALL CONFORM TO THE 2009 EDITION OF FOR DEVICES AND MESSAGE. 2011 VIRGINIA MUTCD CROSSING SIGNS SHALL BE (REVISION H GH VISIBILITY, FLUORESCENT NCED YELLOW GREEN. 2. FINAL LOCATION OF SIGNS SHALL BE APPROVED BY THE TRAFFIC ENGINEER PRIOR TO INSTALLATION. THE LOCATION OF ALL EXISTING TRAFFIC SIGNING TO BE RELOCATED SHALL BE APPROVED BY THE TRAFFIC ENGINEER PRIOR TO INSTALLATION. 3. ALL SIGN MATERIALS SHALL CONFORM TO SECTION 701 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS (2007 EDITION). ALL SIGNS WITHIN THE RIGHT -OF -WAY OF THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, SECTION 1328.10, TRAFFIC CONTROL DEVICES, USP -1 U —TYPE STEEL POSTS O 2 LBS /LF. U —TYPE STEEL POSTS SHALL SHALL BE SET IN SOIL TO A DEPTH OF 3 FT MINIMUM TO 3.5 FT MAXIMUM. THE TOP OF A SIGN SHALL BE FLUSH WITH THE TOP OF THE POST, EXCEPT FOR STOP SIGN POST. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO PREVENT DISTORTING THE TOP OF THE POST. 4. MOUNTING HEIGHT, MEDIAN SETBACK AND SIGN PANEL ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP -1. 5. ALL EXISTING SIGNING WITHIN THE PROJECT LIMITS THAT IS NOT RELOCATED OR NO LONGER REQUIRED FOR THE PROJECT SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 6. STREET NAME SIGNS SHALL BE IN ACCORD WITH THE REQUIREMENTS OF THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERS ORDINANCE AND MANUAL LATEST EDITION. REPLACE STREET NAME SIGNS NOT MEETING THE REFERENCED SPECIFICATION AND DETAILS THIS PLAN. 7. REGULATORY AND WARNING SIGNS SHALL CONFORM TO SIZE LISTED FOR SINGLE LANE CONVENTIONAL ROAD REQUIREMENTS OF THE MUTCD, THE 2011 VIRGINIA MUTCD SUPPLEMENT (REVISION 1) AND THE VDOT ROAD AND BRIDGE SPECIFICATION. 0 z RF 8 Q o TMP 61A -14 STANLEY C. CHANG D.B. 4221 P. 317 ZONED: R4 RESIDENTIAL USE. RESIDENTIAL F 8 •rr 7 +00 ,..` ".. _"- -- .. RIO ROgO STE. RTE r ._.._. 0? _637 r (R /W VARIES) - - - --R/W— - - — R /W--G- TMP 61 -182 4 TREESDALE LP D.B. 3934 P. 235 ZONED: PLANNED RESIDENTIAL DEVELOPMENT USE. RESIDENTIAL Ta �llW- IWOh 0 zo, Q:Q O4TvQ:Q � Q! ZO =J N PAVEMENT MARKING NOTES: 1. PAVEMENT MARKINGS SHOWN ARE SCHEMATIC. SIZE AND PLACEMENT SHALL COMPLY WITH THE 2009 EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ( MUTCD) AND THE 2011 VIRGINIA MUTCD SUPPLEMENT (REVISION 1). PAVEMENT MARKINGS AND REFLECTIVE MARKERS (NOT SHOWN FOR CLARITY). SIGN SIZE AND PLACEMENT SHALL BE IN ACCORDANCE WITH THE 2009 EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL TIGUTNC D AND THE 2011 VIRGINIA MUTCD SUPPLEMENT REVISION 1 S Z E SHALL BE DIMENSIONS FOR A CONVENTIONAL SINGLE E ROAD. 2. ALL STOP BAR, ARROWS AND BUS ONLY PAVEMENT AND PAVEMENT MESSAGE MARKINGS LOCATED WITHIN THE VDOT R/W SHALL BE TYPE B. CLASS I THERMOPLASTIC AND SHALL BE INSTALLED IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATION, SECTION 704. ALL OTHER PAVEMENT MARKINGS MAY BE TYPE A. 3. PAVEMENT MARKINGS WITHIN VDOT RIGHT OF WAY SHALL BE CHALKED IN THE FIELD AND APPROVED BY VDOT INSPECTOR PRIOR TO PAINTING. COORDINATE WITH VDOT INSPECTOR. 2 w z Q III w z 0 w w IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' 61650M,16 40' 0 40' 1 ADDRESS 1st SUBMISSION COMMENTS DMJ 2/27/15 = DESIGNED BY: PROJECT. SET REV. NO. ' OF - DMJ THE LOFTS AT MEADOWCREEK re = ENGINEERS FINAL SITE PLAN 4 I �r SURVEYORS DRAWN B KW ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 SIGNATURE SET DMJ 6/18/15 DAVI DIHR BY: D M. SEN PLANNERS TITLE: C -9 Lic. No. 11484 ^ A RIO ROAD �o _ ww SSOCIATES DDB PAVEMENT MARKING AND SIGNAGE PLAN ;4 �0 l� PO Box 4119 3040 Avemore Square PI. SHEET NUMBER' 41 G� Lynchburg.VA24502 Chmloue iW,VA22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE. `'NNAL Phone= 434.316.6080 Phmc: 434.9842700 CM l' -40' 10 of 30 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE www.wwassociates.net 213001.05 300105C_SIGN.dwg {�11��L rV. LIB N A 09130114 w Ill Afj w H Q z 0 U) z Z) 0 V LO 010 I w a 0 OO D_ 3 N ta O UI O °o / 0 a 'c 0 0 N -Y 3 s 0 0 J O M C4 / 2" R CG -6 NOTES* 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN-GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHNI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. m P D D . P • P P P P P p D P P P D D D -- ---- - - - - -� 8" ( 2' -0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REFERENCE I COMBINATION 6" CURB AND GUTTER 115 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CG -12 #5 DOWN_S. 8' LONG $ -1 - PERMISSIBLE AT 12" C -C 5'MIN. CONSTRUCTION JOWT 12:1 MAX QQ 721 MAX � N I RAMP _ RAMP (SEE TABLE) '(SEE TABLE) B A TRUNCATED DOME`_, SEE SHEET I OF 5 FOR DETAILS 5_'-0" MIN_ -- SHAPE TO MATCH FACT OF ROADWAY CURB BACK OF CURB -� 48 1 MA 20 :1 - 48 1 MAX 21 MIN. 'SECTION A -A PERMISSIBLE Y CONSTRUCTION `t JOINT a SECTION B -B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF S. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 t0 15 6 14 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203 -07 7/11 THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. ROM AND BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 201.03 WITH BUFFER STRIP 5 MIN 4' MIN WITH BUFFER STRIP CROSSWALK TYPICAL PLACEMENT AT INTERSECTION 5 MIN I WITHOUT BUFFER STRIP 1 CROSSWALK CROSSWALK OUARE LANDING AREA ➢E OF TRAVELWAY BE PROVIDED FIR INDKULAR CROSS�'!ALK THE MARKED "WALK AREA WITHIN CROSSWALK /2 WIDTH OF ENTRANCE CURB CC-12 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. z_ 4'BUFFER STRIP LIMITS OF RED. 1. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 5 SIDEWALK q2j uAX 5'IN DIAGONAL PLACER -17NT EXPANSION JOINT -' 5' MIN n SIDEWALK OR SIDEWALK SPACE NON - TRAVERSABLE -- -gin x �\/ A 4' SODA F LANDING AREA N \ \`1 OUTSIDE OF I ANDIN TRAVELWAY I'S LANDING AREA \ CROSSWAL SHALL BE PROVIDED FOR \\7-A PERPENDICULAR CROSSWALK x WITHIN THE MARKED OUTSIDE OF TRAVELWAY SHALL 6E PROVIpED FOR WITH BUFFER STRIP CROSSWALK AREA. CROSSWAlK PERPENDICULAR CROSSWALK WITHIN THE MARKED OF PEDESTRIAN ACCESS ROUTE L'J EXTEND BEYOND CROSSWALK AREA. CG -12 DETECTABLE WARNING SURFACE sRE REFFEREERE NCCE E TYPE B (PARALLEL) APPLICATION i._3.' 105 VIRGINIA DEPARTMENT OF TRANSPORTATION U• n. - _ 502 C4� HALF PLAN C CC-98 WIDTH OF /2 WIDTH OF ENTRANCE SIDEWALK CC-12 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. z_ __MOTH LIMITS OF RED. 1. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, EXISTING OR PROPOSED ACCESS ROUTEiF EXPANSION JOINT -' 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS ACCESS ROUTE SIDEWALK OR SIDEWALK SPACE NON - TRAVERSABLE -- -gin - UNPAVED SPACE TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT- OF-WAY IS REQ�&RED IF THE LIMITS WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. OF PEDESTRIAN ACCESS ROUTE L'J EXTEND BEYOND '.. NORMAL GUT TER -• EXISTING OR PROPOSED VDOT RIGHT -OF WAY, 2'- 0„ - ----- -- -- i._3.' ,^ U• n. - _ PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS 2 0 5' MN w a CLASS A3 (H.ES -) CONC. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A REQUIRED BARS TO 12 FACILITY THAT CAN BE APPROACHED, ENTERED AND p 12'1 MAX EXPANSION JOINT -- SECTION F -F BACK SHOULDSBEU6'- 6. w TYPE B E 2'- 0 E L g -?;. n, •>;. P J } N - 0 CG-3 OR CG-7, THE CURB FACE ON THIS �• � "' w a 1 1. MOUNTABLE CURB CONFIGURATION. CURB INCLUDED IN a BE LOCATED BEHIND VEHICLE. STOP LINES, EXISTING LIGHT POLES,FiRE ww P � HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS ENTRANCE GUTTER FOR SIDEWALK CURB AND GUTTER i K )K 12 MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS � RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT - AT 2" HIGHER THAN EDGE E OF PAVEMENT BUILT CONCURRENTLY FOR A DECREASE OR AN INCREASE IN DEPTH. SECTION 0 -0 SECTION C -C X x x 3 %MAXIMUM DECREASE N SLOPE FOR FIRST 10' INTERVAL AND 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SPECIF (CATION REFERENCE STANDARD ENTRANCE GUTTER O � 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADI3C4NNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK FLOW LINE ROAD AND BRIDGE STANDARDS z 0 SPACE BETWEEN CURB & SIDEWALK) 5• CG -2 IS TO BE USED ON ROADWAYS MEETING REVISION DATE SHEET , OF I 502 VIRGINIA DEPARTMENT OF TRANSPORTATION T �. EXPANSION JOINT ENTRANCE WIDTH DESIRABLE MINIMUM 16' N p'• ' ' 3 APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, ABSOLUTE MINIMUM 12' N ! EDGE Of PAVEMENT IN THE SECTION ON GS URBAN STANDARDS. HALF PLAN C CC-98 WIDTH OF ENTRANCE SIDEWALK CC-12 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. z_ GENERAL NOTES: LIMITS OF RED. 1. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, LIMITS OF PED. SPACE ACCESS ROUTEiF p 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS ACCESS ROUTE ]--- 10:1 MAX 11NPAVFD SPACE NON - TRAVERSABLE -- -gin - UNPAVED SPACE TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT- OF-WAY IS REQ�&RED IF THE LIMITS WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. OF PEDESTRIAN ACCESS ROUTE L'J EXTEND BEYOND '.. NORMAL GUT TER -• EXISTING OR PROPOSED VDOT RIGHT -OF WAY, 2'- 0„ - ----- -- -- i._3.' ,^ U• n. - _ PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' 5' MN UINOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT 06'o CLASS A3 (H.ES -) CONC. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A REQUIRED BARS TO 12 FACILITY THAT CAN BE APPROACHED, ENTERED AND AGGR. BASE TYPE I SIZE 218; 12'1 MAX USED By ACCESS ROUTE SECTION F -F BACK SHOULDSBEU6'- 6. IF PEDESTRIAN ACCESS ROUTES ARE BEING TYPE B PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH 2'- 0 IS REQUIRED WITH A MAX. 27. CROSS SLOPE. POINT OF GRADE CHANGE �' -?;. n, •>;. P i WHEN USED IN CONJUNCTION WITH STANDARD - CG-3 OR CG-7, THE CURB FACE ON THIS �• STANDARD IS TO BE ADJUSTED TO MATCH THE 1 MOUNTABLE CURB CONFIGURATION. e BE LOCATED BEHIND VEHICLE. STOP LINES, EXISTING LIGHT POLES,FiRE SECTION E -E CG -2 NOTES: NPAV SIDEWALK CC-12 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CURVE GENERAL NOTES: 5.5'-1 �13, 1. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 11-L SPACE DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) - 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE ]--- 10:1 MAX X 2' R -'--- I ® TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A ® WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR '.. NORMAL GUT TER -• �1 ----'-- � N' n N - ----- -- -- i._3.' ,^ U• n. - _ ?'A0� 10 10% GRANGE. . 5' MN 06'o CLASS A3 (H.ES -) CONC. O WHEELCHAIR REQUIRED BARS TO 12 5. AGGR. BASE TYPE I SIZE 218; 12'1 MAX LIFT (JAUNT) T) C. N • ' 10 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B 70 I PARALLEL POINT OF GRADE CHANGE �' -?;. n, •>;. P i 12% MAX. SLOPE ' 5'_O,. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, - OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 1 FOR CURB AND GUTTER ONLY e BE LOCATED BEHIND VEHICLE. STOP LINES, EXISTING LIGHT POLES,FiRE -- - HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5, MIN X W )K 7 7- FOR SIDEWALK CURB AND GUTTER - K )K 12 MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT - AT 2" HIGHER THAN EDGE E OF PAVEMENT BUILT CONCURRENTLY FOR A DECREASE OR AN INCREASE IN DEPTH. SECTION 0 -0 SECTION C -C X x x 3 %MAXIMUM DECREASE N SLOPE FOR FIRST 10' INTERVAL AND 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SPECIF (CATION REFERENCE STANDARD ENTRANCE GUTTER NVDOT TYPE C 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADI3C4NNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR ROAD AND BRIDGE STANDARDS (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) 5• CG -2 IS TO BE USED ON ROADWAYS MEETING REVISION DATE SHEET , OF I 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 01113 203.02 CG -2 NOTES: UTILITY PAD CC-12 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. NEW VDOT GENERAL NOTES: 5.5'-1 �13, 1. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4' 2. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) - 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE ]--- 10:1 MAX X 2' R -'--- (ALONG FACE OF CURB) WILL BE PAID FOR AS TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR RADIAL CURB. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50 e 5' MN PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. AS 3" (15" DEPTH) OR INCREASED A S MUCH A SN O WHEELCHAIR REQUIRED BARS TO 12 5. ARE BE NO,5 X 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 12'1 MAX LIFT (JAUNT) T) 3" (21" DEPTH) IN ORDER THAT THE BOTTOM 10 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B 70 PARALLEL OF CURB WILL COINCIDE WITH THE TOP OF A CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED " P i AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY COURSE OF THE PAVEMENT SUBSTRUCTURE. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, - OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 1 OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. e BE LOCATED BEHIND VEHICLE. STOP LINES, EXISTING LIGHT POLES,FiRE -- HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5, MIN X W )K 7 7- NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE - N A' H14N 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT - AT 2" HIGHER THAN EDGE E OF PAVEMENT FOR A DECREASE OR AN INCREASE IN DEPTH. X: THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. TYPE C 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADI3C4NNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR SURFACE 5• CG -2 IS TO BE USED ON ROADWAYS MEETING `e.' p." THE REQUIREMENTS FOR CG -6 AS SHOWN IN UJI N p'• ' ' D APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, V)) N �'� IN THE SECTION ON GS URBAN STANDARDS. e e b!o�D�p�D o e • BASE D�' PDje�D 2" RADIUS SUBBASE z D�p w D. SURFACE ,e a e•" BASE SUBBASE 6" i2'• ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION 4V�T REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20,.01 TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11 WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4'x V LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME �n 12 ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL- SECTION OF J 16 " -4" C- CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD - MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK Of CURB. O O O O �O JO O O O O O O O O C O 2O O O "o z a - -_ a - 0 0 0 0 0 0 0 0 0 0 0 0 Tq LANDING RAMP tv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J ` L 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \��- 6TOP DIA E ER DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LDETECTABLE WARNING I � AT BACK OF CURB I 1 0.9 "-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR _FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. � _ �BnSE PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `V DOT CG -12 DETECTABLE WARNING SURFACE 'REFERENCE" ROAD AND BRIDGE STANDARDS SHEET i OF 5 REVISION DATE (GENERAL NOTES) 105 502 203.05 7111 VIRGINIA DEPARTMENT OF TRANSPORTATION 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A O 3.0" ASPHALT CONCRETE BASE COURSE, BM -25.OA OC 6.0" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A O APPROVED SUBGRADE �E TACK COAT OF PRIME COAT NEW ENTRANCE ROAD PAVEMENT SECTION Y ry w� uj o EX 5' Iw r- SIDEWALK UTILITY PAD CC-12 J Q NEW VDOT GENERAL NOTES: 5.5'-1 �13, 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 4' 2. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) - °- WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE ]--- 10:1 MAX X RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN -'--- TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50 THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF 5' MN PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. � w 1 MAx O WHEELCHAIR REQUIRED BARS TO 12 5. ARE BE NO,5 X 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 12'1 MAX LIFT (JAUNT) T) CONCRETE COVER 11I 12". 10 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B 70 ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PARALLEL 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED " BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER i AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, - OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 1 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 12;1 MAX BE LOCATED BEHIND VEHICLE. STOP LINES, EXISTING LIGHT POLES,FiRE -- HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5, MIN X W )K 7 7- UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED - AND USED BY PEDESTRIANS. A' H14N 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT - AT 2" HIGHER THAN EDGE E OF PAVEMENT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND X: THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. TYPE C 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADI3C4NNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11 WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4'x V LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME �n 12 ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL- SECTION OF J 16 " -4" C- CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD - MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK Of CURB. O O O O �O JO O O O O O O O O C O 2O O O "o z a - -_ a - 0 0 0 0 0 0 0 0 0 0 0 0 Tq LANDING RAMP tv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J ` L 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \��- 6TOP DIA E ER DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LDETECTABLE WARNING I � AT BACK OF CURB I 1 0.9 "-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR _FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. � _ �BnSE PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `V DOT CG -12 DETECTABLE WARNING SURFACE 'REFERENCE" ROAD AND BRIDGE STANDARDS SHEET i OF 5 REVISION DATE (GENERAL NOTES) 105 502 203.05 7111 VIRGINIA DEPARTMENT OF TRANSPORTATION 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A O 3.0" ASPHALT CONCRETE BASE COURSE, BM -25.OA OC 6.0" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A O APPROVED SUBGRADE �E TACK COAT OF PRIME COAT NEW ENTRANCE ROAD PAVEMENT SECTION Y ry w� uj o EX 5' Iw r- SIDEWALK 30' 50' 50' TRAFFIC CAT�JAUNT BUS PULL -OFF SCALE: NTS q 5' TREE CONCRETE 5 SIDEWALK TREE 12' 12' S, .5' .5' CG -2 CG -2 290- -- 2�-► VDOT CLASS A3 GENERAL CONCRETE (3000 PSi) ENTRANCE ROAD PRIVATE 4" THICK N.T.S. EX CG-61 EX 12' WBL EX 12' WBL NEW 12' ''YBL NEW 12' EBL 2.5 RIGHT TURN LANE THROUGH LANE LEFT TURN '.LANE THROUGH LANE OZ(n RIO ROAD FRONTAGE IMPROVEMENTS 0 M LILI Ld SECTION w NEVI N.T.S. PAVEMENT WIDTH VARIES Y ry IZ �A 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -12.5D ~ B 2.D" ASPHALT CONCRETE INTERMEDIATE COURSE IM -19.OD '�' w EX O CG -6 a EX 12' WBL EX 12' WBL EX 12' NEW 12' EBL NEW 12' EBL _ OC 6.0" ASPHALT CONCRETE BASE COURSE, BM-25.01D ° ` EX 5' ACCEL LANE THROUGH LANE STRIPED MEDIAN THROUGH LANE RIGHT TURN LANE w SIDEWALK 2.5 Ld OD 8.0" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A O APPROVED SUBGRADE OF TACK COAT OG PRIME COAT RIO ROAD FRONTAGE IMPROVEMENTS o w w> NEW RIO ROAD SECTION w PAVEMENT SECTION N.T.S. NEW PAVEMENT WITHIN VDOT RIGHT OF WAY WIDTH VARIES NEW CG -6 2.5' NEW ' 15' CLEAR ZONE NEW 5' , CONCRETE SIDEWALK UTILITY PAD BUS SHELTER J Q NEW VDOT 10'x50' 5.5'-1 �13, AND PAD Q �I RIGHT CONCRETE _ °- OF WAY PAD X 9 0 ==�w 1.0 ::: :f-I 13' 17' /WHEELCHAIR O WHEELCHAIR LIFT (CAT) LIFT (JAUNT) T) 10 70 30' 50' 50' TRAFFIC CAT�JAUNT BUS PULL -OFF SCALE: NTS q 5' TREE CONCRETE 5 SIDEWALK TREE 12' 12' S, .5' .5' CG -2 CG -2 290- -- 2�-► VDOT CLASS A3 GENERAL CONCRETE (3000 PSi) ENTRANCE ROAD PRIVATE 4" THICK N.T.S. EX CG-61 EX 12' WBL EX 12' WBL NEW 12' ''YBL NEW 12' EBL 2.5 RIGHT TURN LANE THROUGH LANE LEFT TURN '.LANE THROUGH LANE OZ(n RIO ROAD FRONTAGE IMPROVEMENTS 0 M LILI Ld SECTION w NEVI N.T.S. PAVEMENT WIDTH VARIES Y ry IZ �A 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -12.5D ~ B 2.D" ASPHALT CONCRETE INTERMEDIATE COURSE IM -19.OD '�' w EX O CG -6 a EX 12' WBL EX 12' WBL EX 12' NEW 12' EBL NEW 12' EBL _ OC 6.0" ASPHALT CONCRETE BASE COURSE, BM-25.01D ° ` EX 5' ACCEL LANE THROUGH LANE STRIPED MEDIAN THROUGH LANE RIGHT TURN LANE w SIDEWALK 2.5 Ld OD 8.0" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A O APPROVED SUBGRADE OF TACK COAT OG PRIME COAT RIO ROAD FRONTAGE IMPROVEMENTS o w w> NEW RIO ROAD SECTION w PAVEMENT SECTION N.T.S. NEW PAVEMENT WITHIN VDOT RIGHT OF WAY WIDTH VARIES NEW CG -6 2.5' NEW ' 15' CLEAR ZONE NEW 5' , CONCRETE SIDEWALK NEW CG -6 2.5' N EW 5' LAWN N EW 5' I CONCRETE SIDEWALK q VDOT CLASS A3 GENERAL CONCRETE w (3000 PSI) z 4" THICK 4" GRAVEL BASE 0 1 ADDRESS 1st SUBMISSION COMMENTS DMJ 2/27/15 _ DESIGNED BY. PROJECT: SET REV. NO. SH op �r s DMJ THE LOFTS AT MEADOWCREEK 4 I� ENGINEERS DRAWN BY. FINAL SITE PLAN SURVEYORS ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 SIGNATURE SET DMJ 6/18/15 DAVID M. SEN PLANNERS DIHR BY. TITLE: RIO ROAD d Lie. No. 11484 C- 10 �o ��, _ ww ASSOCIATES JDB TYPICAL SECTIONS AND DETAILS �" 5 pO Box 4),9 3(WD.VenTDF,VA229 1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: Lynchburg, VA 24502 Charlottewllle, VA 22911 Phone- 434.316.6080 Phone: 434.984.2700 1 1 o f 3 0 213001.05 300105C_DEr 2.dwg CNIL H: AS SHOWN 09/30/14 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE DNAL www tro'wxssocixlcs ne` V: AS SHOWN n .7 n r-. AL W ce- /Q V In Z 0 U LO 00 W Q 0 Q CL 4" GRAVEL Z BASE X VDOT CLASS w z w A3 GENERAL CONCRETE (3000 PSI) 4" THICK -15' CLEAR ZONE NEW CG -6 2.5' N EW 5' LAWN N EW 5' I CONCRETE SIDEWALK q VDOT CLASS A3 GENERAL CONCRETE w (3000 PSI) z 4" THICK 4" GRAVEL BASE 0 1 ADDRESS 1st SUBMISSION COMMENTS DMJ 2/27/15 _ DESIGNED BY. PROJECT: SET REV. NO. SH op �r s DMJ THE LOFTS AT MEADOWCREEK 4 I� ENGINEERS DRAWN BY. FINAL SITE PLAN SURVEYORS ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 SIGNATURE SET DMJ 6/18/15 DAVID M. SEN PLANNERS DIHR BY. TITLE: RIO ROAD d Lie. No. 11484 C- 10 �o ��, _ ww ASSOCIATES JDB TYPICAL SECTIONS AND DETAILS �" 5 pO Box 4),9 3(WD.VenTDF,VA229 1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: Lynchburg, VA 24502 Charlottewllle, VA 22911 Phone- 434.316.6080 Phone: 434.984.2700 1 1 o f 3 0 213001.05 300105C_DEr 2.dwg CNIL H: AS SHOWN 09/30/14 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE DNAL www tro'wxssocixlcs ne` V: AS SHOWN n .7 n r-. AL W ce- /Q V In Z 0 U LO 00 W Q 0 Q CL o+ v I U �I 0 A °o M i 0 o_ 'v 0 0 N i q) 3 O i 0 J O w N i 1 •' 1 AREA I WORK AREA BOUNDARY #1 AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ATSSA AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION EPA ENVIRONMENTAL PROTECTION AGENCY FHWA FEDERAL HIGHWAY ADMINISTRATION IIM -LD LOCATION AND DESIGN DIVISION INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM MASH MANUAL FOR ACCESSING SAFETY HARDWARE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NCHRP NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM SHSM STANDARD HIGHWAY SIGNS AND MARKINGS BOOK TCP TRAFFIC CONTROL PLAN TMP TRANSPORTATION MANAGEMENT PLAN TOC TRANSPORTATION OPERATIONS CENTER TTC TEMPORARY TRAFFIC CONTROL VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VSHS 2011 VIRGINIA STANDARD HIGHWAY SIGNS BOOK VSP VIRGINIA STATE POLICE WAPM WORK AREA PROTECTION MANUAL WZTC WORK ZONE TRAFFIC CONTROL 6 SIGN) *1'— 'SIGN �0HU - —y 0HU — VAPM _SECTION 617.75 DRUMS STANDARD: DRUMS (SEE FIGURE 6F -9) USED FOR ROAD USER WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF LIGHTWEIGHT, DEFORMABLE MATERIALS. THEY SHALL BE A MINIMUM OF 36 INCH IN HEIGHT AND HAVE AT LEAST M 18 INCH MINIMUM WIDTH REGARDLESS OF ORIENTATION. METAL DRUMS SHALL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ALTERNATING ORANGE AND WHITE RETROREFL.ECTIVE STRIPES 6 INCHES WIDE. EACH DRUM SHALL HAVE A MINIMUM OF TWO ORANGE AND TWO WHITE STRIPES WITH THE TOP STRIPE BEING ORANGE AND SHALL BE IN COMPLIANCE WITH SECTION 247 OF THE ROAD AND BRIDGE SPECIFICATIONS. ANY NON— RETRO— REFLECTORIZED SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES SHALL NOT EXCEED 3 INCHES WIDE. DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF CONSTRUCTION DEBRIS OR OTHER DEBRIS. SUPPORT. DRUMS ARE HIGHLY VISIBLE, HAVE GOOD TARGET VALUE, GIVE THE APPEARANCE OF BEING FORMIDABLE OBSTACLES AND, THEREFORE, COMMAND THE RESPECT OF ROAD USERS. THEY ARE PORTABLE ENOUGH TO BE SHIFTED FROM PLACE TO PLACE WITHIN A TTC ZONE IN ORDER TO ACCOMMODATE CHANGING CONDITIONS, BUT ARE GENERALLY USED IN SITUATIONS WHERE THEY WILL REMAIN IN PLACE FOR A PROLONGED PERIOD OF TIME GUIDANCE DRUMS SHALL NOT BE USED FOR PEDESTRIAN CHANNELIZATION OR AS PEDESTRIAN BARRIERS IN TIC ZONES ON OR ALONG SIDEWALKS UNLESS THEY ARE CONTINUOUS BETWEEN INDIVIDUAL DEVICES AND DETECTABLE TO USERS OF LONG CANES. DRUMS SHALL NOT BE WEIGHTED WITH SAND, WATER, OR ANY MATERIAL TO THE EXTENT THAT WOULD MAKE THEM HAZARDOUS TO ROAD USERS OR WORKERS WHEN STRUCK. DRUMS USED IN REGIONS SUSCEPTIBLE TO FREEZING SHALL HAVE DRAIN HOLES IN THE BOTTOM SO THAT WATER WILL NOT ACCUMULATE AND FREEZE CAUSING A HAZARD IF STRUCK BY A ROAD USER. STANDARD: BALLAST SHALL NOT BE PLACED ON THE TOP OF A DRUM. DRUMS SHALL BE ADEQUATELY BALLASTED TO PREVENT MOVEMENT BY PASSING VEHICLES. WEIGHTED COLLARS SHALL LAY FLAT ON THE GROUND OR ROADWAY AROUND THE BOTTOM OF DRUMS, AND SHALL BE THE APPROVED TYPE AND SIZE FOR THAT PARTICULAR DEVICE. GUIDANCE DRUMS THAT USE WEIGHTED COLLARS FOR BALLAST SHALE. USE A MINIMUM OF 2 DRUM COLLARS WHEN PLACED WITHIN 12 FEET OF ACTIVE TRAVEL LANES TO ENSURE STABILITY. STANDARD: DRUMS SHALL BE USED IN ALL UNMANNED WORK ZONE LOCATIONS, AND IN ALL MERGING AND SHIFTING TAPERS FOR NIGHTTIME OPERATIONS. TMP 61A-29 CATHOLIC DIOCESE OF RICHMOND WALTER F. SULLIVAN BISHOP ET AL D. B. 1802 P. 311 L• �`Yi • • : R4 RESIDENTIAL �Yi�!� �C— ■ USE: ELEMENTARY SCHOOL • ��� TEMPORARY TRAFFIC CONTROL /MAINTENANCE OF TRAFFIC PLAN NARRATIVE THE LOFTS AT MEADOWCREEK IS A NEW MULTI — FAMILY APARTMENT PROJECT WHICH CONSISTS OF A SINGLE BUILDING WITH AN INTEGRAL PODIUM STYLE STRUCTURED PARKING GARAGE, NEW ENTRANCE LOCATION, DRIVE AISLE, SURFACE PARKING, AND RIO ROAD FRONTAGE IMPROVEMENT. THE SITE IS OCCUPIED BY AN EXISTING SINGLE FAMILY DETACHED DWELLING UNIT THAT IS TO BE DEMOLISHED. VEHICULAR TRAFFIC IN RIO ROAD AS WELL AS THE NEW ENTRANCE. THE CONTRACTOR'S MEANS AND METHODS SHALL PROVIDE SAFE AND CONVENIENT VEHICULAR ACCESS IN THE WORK AREAS AT ALL TIMES TO PERMIT ACCESS TO THE SITE AND WITHIN RIO ROAD. THE LOFTS AT MEADOWCREEK RIO ROAD FRONTAGE IMPROVEMENTS CONSISTS OF TWO WORK AREAS, CONTRACTOR IS TO START IN WORK AREA 11. DEMOLmON WORK TO INCLUDE DEMOLITION OF EXISTING TREES, VEGETATION, AND IMPROVEMENTS WITHIN THE NEW RIGHT OF WAY TO BE DEDICATED TO VDOT. DEMOLITION WORK WITHIN THE EXISTING RIGHT OF WAY INCLUDES EDGE OF EXISTING PAVEMENT DEMOLITION AND PAVEMENT MARKING ERADICATION (WHEN AUTHORIZED BY VDOT TO DO SO). ONCE THE DEMOLITION WORK HAS BEEN COMPLETED GRADING AND COMPACTION OPERATIONS MAY BEGIN FOLLOWED BY CONCRETE CURB AND GUTTER WORK, CONSTRUCTION OF THE CG -11 AND CG -99 ENTRANCES TO RIO ROAD, AND THENCE AGGREGATE BASE AND BITUMINOUS CONCRETE BASE AND SURFACE COURSES. UPON COMPLETION OF PAVING OPERATIONS, PAVEMENT MARKING AND SIGNAGE WILL BE THE NEXT WORK ACTIVITY, FOLLOWED BY ANY RESTORATION WORK. RIO ROAD LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 8:00 PM THROUGH 6:00 AM. WORK AREA #2 IS LIMITED TO PAVEMENT MARKING AND IS TO BE PERFORMED CONCURRENTLY WITH WORK AREA #1 PAVEMENT MARKING ACTIVITIES. THIS NARRATIVE, TEMPORARY TRAFFIC CONTROL PLAN-WORK AREAS, TEMPORARY TRAFFIC CONTROL GENERAL NOTES AND DETAILS AND THE PROJECT MANUAL, ESTABLISHES THE BASIC CONCEPTS THAT THE CONTRACTOR'S TEMPORARY TRAFFIC CONTROL PLAN MUST ADDRESS. THE CONTRACTOR WILL BE REQUIRED TO PREPARE AND SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO VDOT CHARLOTTESVILLE RESIDENT AND CONFORM TO THE LAND USE PERMIT REQUIREMENTS. I I TMP 61A-14 STANLEY C. CHANG I D.B. 4221 P. 317 INFD- R4 RF_SIAFNTIAI I I 2 w Z Y 0 a w a OH ---- O H E w Z 0 J _w Z w .. " ENV= ` IMr U /H —UJ -171 I PHASE ONE VILLAGE SQUARE I "— - " -- -- I NORMAND OR THERESE AUGER I IF THIS DRAWING IS A REDUCTION COORDINATE 457.54 TMP 61 -180A PROPERTY OWNERS ' D.B. 3131 P. 79 I WITH DRAWING NUMBER C -9. GRAPHIC SCALE MUST BE USED THOMAS OR RITA HASSALL I ASSOCIATION INC ZONED: RRE RESIDENTIAL ' TMP 61 -179 OR MEREDITH HASSALL D.B. 952 P. 355 USE: RESIDENTIAL I SCALE: 1* = 40' JOHN H. OR MARY N. KETCHAM OR ANTON LARGIA ZONED: R -4 RESIDENTIAL D.B. 1724 P. 559 D.B. 2734 P. 90 USE: VACANT RESIDENTIAL ZONE: R -4 RESIDENTIAL ZONED: R -4 RESIDENTIAL — _ USE: RESIDENTIAL I USE: RESIDENTIAL 40' O 40' TEMPORARY TRAFFIC CONTROL GENERAL NOTES 1. THE WORK ZONE OF THE CONTRACT WORK IS GENERALLY ALONG RIO ROAD FROM STATION 6 +50 TO 13 +50 ALBEMARLE COUNTY, VIRGINIA. THIS IS A TYPE "A' TRAFFIC MANAGEMENT PLAN. OFF SITE DETOURS ARE NOT NEEDED. 2. UNLESS OTHERWISE APPROVED OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PLAN AND PERFORM THE WORK IN ACCORDANCE WITH THE FOLLOWING: a. GENERALLY, CONSTRUCTION ACTIVITIES WILL BE CONDUCTED WHILE ROADWAY TRAVEL IS TEMPORARILY LIMITED. NOTIFICATION SHALL BE IN ACCORDANCE WITH THE VDOT PERMIT AND THE PUBLIC COMMUNICATIONS PLAN. b. IT IS ANTICIPATED THAT THE FOLLOWING VIRGINIA WORK AREA PROTECTION MANUAL TYPICAL. TRAFFIC CONTROL APPLICATIONS WILL BE USED TO PERFORM THE CONTRACT WORK: TTC -5.1, TTC -14.1, AND TTC- 23.1. DURING PERIODS THAT OPERATIONS ARE PERFORMED UNDER TRAFFIC, THE SPEED LIMIT SHALL BE, AS POSTED. IN ADDITION "ROAD WORK AHEAD" SIGNS SHALL BE PLACED IN ADVANCE OF THE WORK ZONE c. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN, INCLUDING ALL PROPOSED LANE AND SHOULDER CLOSURES AT LEAST TWO WEEKS IN ADVANCE OF THE ACTUAL CLOSURES TO FACILITATE REVIEW AND APPROVAL d. THE CONTRACTOR SHALL SUBMIT THE FINAL PLAN OF ALL PROPOSED LANE AND SHOULDER CLOSURES BY CLOSE OF BUSINESS WEDNESDAY FOR WORK IN THE FOLLOWING WEEK REQUIRING THE LANE OR SHOULDER CLOSURES IN ORDER FOR THE DEPARTMENT TO NOTIFY THE GENERAL PUBLIC, APPROPRIATE PUBLIC ENTITIES, TRAFFIC MANAGEMENT CENTER, AND THE REGIONAL TRAFFIC ENGINEER. e. AN ONSITE REVIEW OF THE PROJECT'S WORK ZONE TRAFFIC CONTROL BY THE PROJECT MANAGEMENT TEAM, REGIONAL TRAFFIC ENGINEER AND CONTRACTOR SHALL BE CONDUCTED WITHIN 24 HOURS OF ANY FATAL INCIDENT /CRASH WITHIN THE WORK ZONE. f. PERIODIC WORK ZONE REVIEWS SHALL BE CONDUCTED JOINTLY 13Y THE PROJECT MANAGEMENT TEAM, REGIONAL TRAFFIC ENGINEER AND CONTRACTOR. g. ALL TRAFFIC CONTROL DEVICES AND SIGNS NECESSARY FOR THE MAINTENANCE OF TRAFFIC ARE TO BE SUPPLIED, INSTALLED, MAINTAINED AND REMOVED BY THE CONTRACTOR. h. ALL TRAFFIC CONTROL DEVICE LOCATIONS SHALL BE MARKED BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. T. CONSTRUCTION SIGNS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION, STANDARD HIGHWAY SIGN MANUAL, VIRGINIA WORK AREA PROTECTION MANUAL, 2011 (REVISION 1) EDITION, 2008 ROAD AND BRIDGE STANDARDS AND 2007 ROAD AND BRIDGE SPECIFICATIONS. j. ALL SIGNS WILL BE EITHER REMOVED FROM THE ROADWAY WHEN NOT NEEDED OR COVERED PER SECTION 617.03 OF THE VIRGINIA WORK AREA PROTECTION MANUAL. 2011 (REVISION 1) EDITION. k. SOME SKETCHES AND DRAWINGS ARE NOT TO SCALE AND SHALL BE USED FOR REFERENCE ONLY. I. TRAFFIC CONSISTS OF COMMUTERS, RESIDENTS AND TRUCKS. m.DEVICES THAT HAVE LOST SIGNIFICANT LEGIBILITY SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION'S (ATSSA) "QUALITY STANDARDS FOR WORK ZONE TRAFFIC CONTROL DEVICES" PUBLICATION. n. TEMPORARY TRAFFIC CONTROL DEVICES AND HARDWARE SHALL COMPLY WITH SECTION 617.01 OF THE VIRGINIA WAPM, 2011 (REVISION 1) EDITION. SIGN SIZE SHALL COMPLY WITH TABLE 6F -1 OF THE VIRGINIA WAPM, 2011 (REVISION 1) EDITION FOR NON- RESTRICTED RIGHT -OF -WAY ROAD. 3. GROUP 2 CHANNEUZING DEVICES ARE TO IBE PLACED AS DIRECTED BY THE ENGINEER, PER VIRGINIA WAPM, 2011 (REVISION 1) EDITION, APPENDIX A. 4. WORK HOURS SHALL GENERALLY BE BETWEEN THE HOURS OF 9:00 A.M. AND 3:30 P.M. IF ALTERNATE WORK HOURS ARE NEEDED, THEY WILL BE EVALUATED ON A CASE BY CASE BASIS. SOME NIGHT WORK MAY BE REQUIRED IN AREAS WITH SIGNIFICANT TRAFFIC IMPACTS. HOLIDAY RESTRICTIONS OUTLINED IN THE 2007 ROAD AND BRIDGE SPECIFICATIONS SECTION 108.02. 5. LANE CLOSURES ARE RESTRICTED TO WORK HOURS FROM 8 :00 PM THROUGH 6:00 AM. 6. TEMPORARY LANE WIDTHS NOT TO BE LESS THAN EXISTING LANE WIDTH WITH DESIRABLE BEING 11' MINIMUM, WITHOUT CONCURRENCE OF THE REGIONAL TRAFFIC ENGINEER. 7. NO OBSTACLE WILL INTERFERE WITH SIGHT DISTANCES OF ENTRANCES AND INTERSECTIONS. MATERIALS AND EQUIPMENT SHALL BE STORED OUTSIDE OF THE DESIGNATED CLEAR ZONE WITHIN STATE R/W. 8. PORTABLE CHANGEABLE MESSAGE SIGNS SHALL BE PLACED PER THE VIRGINIA WORK AREA PROTECTION MANUAL, OR AS DIRECTED BY THE ENGINEER. 9. VDOT WILL NOT ASSIST CONTRACTOR IN SECURING STAGING AREA FOR EQUIPMENT AND MATERIALS WITHIN THE STATE R/W. 10. CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE ENTRANCES DURING OPERATIONS. 11. ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACES AT THE CONCLUSION OF EACH WORKDAY SHALL BE BACKFILLED TO FORM AN APPROXIMATE 6:1 WEDGE AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL COSTS FOR PLACING, MAINTAINING AND REMOVING THE 6:1 WEDGE SHALL BE INCLUDED IN THE PRICE BID OR OTHER ITEMS AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE AS REQUIRED TO PREVENT PONDING OF WATER ON THE ROADWAY AND ADJACENT PROPERTIES AT NO ADDITIONAL COST. 13. CONTRACTOR SHALL PROTECT ANY EXISTING GUARDRAIL AND SUPPORTS WITHIN CONSTRUCTION AREA FROM DAMAGE. ANY GUARDRAIL OR SUPPORTS DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED TO PRE - CONSTRUCTION CONDITIONS BY THE CONTRACTOR. 14. ALL TRENCH EXCAVATIONS LOCATED WITHIN THE CLEAR ZONE THAT ARE NOT PROTECTED SHALL BE BACKFILLED AT THE CONCLUSION OF EACH WORK DAY. 15. MAINTENANCE OF TRAFFIC SHALL BE DONE IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 (REVISION 1) EDITION AND ANY REVISIONS AND WITH CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 16. ALL COORDINATION FOR MAINTENANCE OF TRAFFIC SHALL BE PERFORMED BY THE CULPEPER DISTRICT LAND USE PERMITS OFl-ICE. THE CONTACT NUMBERS ARE CULPEPER DISTRICT TRANSPORTATION AND LAND USE - 540- 829 -7500 VDOT INSPECTOR - 540- 829 -7500 17. MODIFICATIONS OF PLAN MAY BE REQUIRED BY VDOT PERSONNEL BASED ON CHANGED CONDITIONS OR CONCERN FOR SAFETY AND HANDLING OF TRAFFIC. LOCATIONS OF TEMPORARY TRAFFIC CONTROLS SHOWN ARE BASED ON CURRENT DESIGN PLANS. ACTUAL LIMITS OF TEMPORARY TRAFFIC CONTROLS MAY BE ADJUSTED BASED ON FIELD REVISIONS, IF NECESSARY. 18. THIS TRAFFIC MANAGEMENT PLAN WAS PREPARED BY DAVID M. JENSEN, P.E. WHO SUCCESSFULLY COMPLETED THE ADVANCED WZTC COURSE IN JULY 2011. PUBLIC COMMUNICATIONS PLAN NOTIFICATION OF CONSTRUCTION START /END DATES AND WORK ZONE INFORMATION WILL BE ENTERED INTO THE VA TRAFFIC SYSTEM. TRANSPORTATION OPERATIONS PLAN 1) THE PROCESS TO NOTIFY THE REGIONAL TRAFFIC OPERATION CENTER (70C) TO PLACE LANE CLOSURE INFORMATION ON THE 511 SYSTEM AND VA TRAFFIC WILL BE a) CONTRACTOR IS TO ADVISE THE VDOT'S CULPEPER DISTRICT PERMITS OFFICE 48 HOURS IN ADVANCE OF PROPOSED ROAD /LANE CLOSURES. b) CULPEPER DISTRICT PERMITS OFFICE IS TO ADVISE TOC TO HAVE THE INFORMATION ENTERED INTO THE VIRGINIA TRAFFIC AND 511 SYSTEMS. c) CONTRACTOR IS TO CALL THE TOC WHEN LAND /ROAD CLOSURES ARE INSTALLED AND WHEN THEY ARE REMOVED FROM THE ROADWAYS. 2) THE FOLLOWING IS A UST OF LOCAL EMERGENCE CONTACT AGENCIES: VIRGINIA STATE POLICE - (434) 293 -3223 OR 1 -800- 572 -2260 OR *77, CELLULAR HAZ -MAT CENTER (IF SPILLED) - 911. 3) PROCEDURES TO RESPOND TO TRAFFIC INCIDENTS THAT MAY OCCUR IN THE WORK ZONE a) CONTRACTOR TO NOTIFY VIRGINIA STATE POLICE AND VDOT'S CULPEPER DISTRICT PERMITS OFFICE AND THE REGIONAL TRAFFIC OPERATIONS CENTER. b) DEPENDING UPON THE SEVERITY OF THE INCIDENT, THE CONTRACTOR MAY HAVE TO SHUT DOWN WORK. c) UPON ARRIVAL AT THE SCENE, VIRGINIA STATE POLICE WILL DETERMINE THE RESPONSE NECESSARY TO ALLOW TRAVELING PUBLIC AROUND INCIDENT. d) CONTRACTOR SHOULD TAKE PICTURES AS NECESSARY, ESPECIALLY PICTURES OF WORK ZONE TO VERIFY THE PROPER SETUP. 4) PROCESS OF NOTIFICATION OF INCIDENT TO BE FOLLOWED IS: CONTRACTOR TO CALL: a) CULPEPER DISTRICT TRANSPORTATION AND LAND USE - 540- 829 -7500 b) VDOT INSPECTOR - 540 -829 -7500 5) THE VIRGINIA STATE POLICE WILL TAKE CONTROL OF THE INCIDENT AND DIRECT ITS CLEARING AND RESTORATION OF NORMAL TRAFFIC CONDITIONS. 6) THE VIRGINIA STATE POLICE REPORT OF THE INCIDENT WILL BE REVIEWED BY THE AREA CONSTRUCTION ENGINEER TO DETERMINE IF ANY MODIFICATION OF THE TEMPORARY TRAFFIC CONTROL PLAN IS NECESSARY. IF IT IS DETERMINED THAT IT IS NECESSARY TO ALTER THE PLAN, THEN A MEETING WILL BE CALLED WITH CONTACTOR, VDOT, PROJECT PERSONNEL, VDOT TRAFFIC SAFETY REPRESENTATIVES AND THE VIRGINIA STATE POLICE (IF NECESSARY) TO DISCUSS MODIFICATION AND IMPLEMENTATION OF AN IMPROVED TRAFFIC CONTROL PLAN. 7) AL.BEMARLE COMM SHERIFF DEPARTMENT: PHONE (434) 972 -4001 NON EMERGENCY; ALBEMARLE COUNTY FIRE DEPARTMENT AND RESCUE PHONE (434) 296 -5833 NON EMERGENCY ADVANCE WORK ZONE TRAFFIC CONTROL TRAINING CERTIFICATION Day� L,,�� 072111008 P.E. #11484 A) 7/31/2015 ADDRESS EXPIWON 15m 2 REVIISEDTEMPO SUBMI TRAFFIC CONTROL NARRATIVE DMJ 5/0 /15 TH of tr , ® DESIGNED DW PROJECT: SET REV. N0. THE LOFTS AT MEADOWCREEK Oe ENGINEERS FINAL SITE PLAN 4 SURVEYORS DRAWN e ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: 4 SIGNATURE SET DMJ 6/18/15 DAVIDM, SEN PLANNERS DIHR BY, TITLE. RIO ROAD TRAFFIC CONTROL PLAN C -1 1 Lic. No. 11484 ASSOCIATES JDB WORK AREAS Po Box 4119 3040 Avernore square Pl. SHEET NUMBER: Lynchburg,VA24502 Charlunes,ille,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: s10 NATa E� Phone: 434.316.6080 Phone: 434.984.2700 300105C_TCP -1.dw CML H: 1 " -40' 12 of 30 www.wwassociates.net 213001.05 1/� Al A 09130114 ___j N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V NIA .- L W a Z in Z) 0 LO 00 I a O IL W W Q a a a rn �X f IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1' = 200' 200' 0 200' NOTE, SEE DRAWING NUMBER C -12 FIGURE TTC -5.1 FOR ADDITIONAL INFORMATION AND FOR INFORMATION IN THE ACTMW ZONE. 1 I ADDRESS lot SUBMISSION COMMENTS DW 2/27/15 Tx of r� DAVID M. SEx A Liallo.11484 0 ../ �� '°� �I/ ASS �} s3rONAL ��G W _ ENGINEERS SURVEYORS PLANNERS ASSOCIATES ""` �' 9 "- DESIGNED BY: DW PRUJEC I: THE LOFTS AT MEADOWCREEK FINAL SITE PLAN ALBEMARLE COUNTY VIRGINIA SET REV. NO. 4 DRAWING NUMBER: C -1 1 A DRAWN BY.. KTM TITLE., RIO ROAD TRAMC CONTROL PLAN WEST BOUND SHOULDER CLOSURE 4 SIGNATURE SET DW 8/18/15 DwR BY, JDB WWA NUMBER: 213001.05 FILE NAME. 300f05C- TCP- 1A.dwg DISCIPLINE: CML SCALE: H:1� °20°' V. NIA DATE. 09130114 SHEET NUMBER: 13 of 30 N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE W w a a Qa N ADDRESS tat SUBMISSION COMMENTS DMJ 1 2/27/15 DESIGNED BY: ADJUSTED LOCATIONS FOR SIGNS AND FLAGGERS DMJ 5/01/15 'fa OF Df � / ! E DMJ RA RS DRAWN BY: SURVEYORS ICTM SIGNATURE SET DMJ 8/18/15 DAVIDN7. SEN PLANNERS DIHR BY: A Lic. No. 11484 ASSOCIATES JOB WWA NUMBER: G SHEEP REVISION BY DATE N0. SHEET REVISION BY DATE s�10NAL WWW WWa Y������� 213001.05 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 = 200' 200' 0 200' NOTE: SEE DRAWING NUMBER C -12 FIGURE TTC -23.1 FOR ADDITIONAL INFORMATION AND FOR INFORMATION IN THE ACTMTY ZONE. E LOFTS AT MEADOWCREEK SET REV. NO FINAL SITE PLAN 4 ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: RIO ROAD TRAFFIC CONTROL PLAN C— 1 1 B LANE CLOSURE FILE NAME: DISCIRLINk: SCA 300105C— TCP- 1B.dwg CML H:1 V: n SHEET NUMBER: 4 14 of 30 CAP 74-0 O 3 N CL UI 0 O 0 C iL N 'o 0 O O N / Y 4) V 3 v° O v r O N / GENERAL TRAFFIC CONTROL NOTES: 1. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TO THE COUNTY 14 CALENDAR DAYS PRIOR TO THE PRECONSTRUCTION MEETING. THE PLAN SHALL BE REVIEWED AND APPROVED BY ALBEMARLE COUNTY PRIOR TO STARTING ANY WORK. CONTRACTOR SHALL STATE ALL REQUIRED ALBEMARLE COUNTY WORK HOUR RESTRICTIONS WITHIN THE TRAFFIC CONTROL PLAN. 2. AT THE CONCLUSION OF EACH WORK DAY, THE CONTRACTOR SHALL REMOVE ALL CHANNELIZING DEVICES FROM THE TRAVEL LANES. DEVICES SHALL BE PLACED TO PROTECT WORK -IN- PROGRESS WHEN WORKERS ARE NOT PRESENT. 3. ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MUTCD FOR STREETS AND HIGHWAYS AS PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAYS ADMINISTRATION, THE 2011 VIRGINIA SUPPLEMENT TO MUTCD, THE VIRGINIA STANDARD HIGHWAY SIGNS 2011 M AUGUST 201 MANUAL WAP 1. 0 AND THE VIRGINIA WORK AREA PROTECTION EDITI N 4. WORK SHALL BE SCHEDULED SO AS TO NOT BLOCK ACCESS TO ADJACENT PROPERTIES LOCATED ALONG THESE ROADS AND ALLEYS. ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE PLACED AS NEEDED TO ALLOW FOR INGRESS AND EGRESS AT THE ENTRANCES. 5. LANE CLOSURES WILL ONLY BE PERMITTED FROM 8:00 PM TO 6:00 AM ON WEEKDAYS IF ALLOWED BY VDOT. LANE CLOSURES OVER HOLIDAYS AND WEEKENDS WILL NOT BE PERMITTED AND ALL REQUIREMENTS FOR HOLIDAYS AND WEEKEND S ST ATED IN TH E V DOT ROAD AND BRIDGE SPECIFICATIONS 2007 EDITION WILL BE NECESSARY. 6. SPEED LIMITS RIO ROAD POSTED SPEED 35 MPH ESTR ICTiONS: R WORK AREA 1. CONTRACTOR SHALL ADHERE TO ALL DAYTIME TRAFFIC WORK HOUR LIMITATIONS AS REQUIRED BY ALBEMARLE COUNTY CONTRACT DOCUMENTS. TYPICAL TRAFFIC CONTROL 1. SIGN SPACING DISTANCE SHALL BE 350' -500' WHERE THE POSTED SPEED LIMIT IS 45 MPH OR LESS. 2. ALL VEHICLES, EQUIPMENT, WORKERS, AND THEIR ACTIVITIES SHALL BE RESTRICTED TO ONE SIDE OF THE PAVEMENT. 3. GROUP 2 DEVICE SPACING SHALL BE AT THE FOLLOWING DISTANCES: LOCATION SPEED (MPH TRANSITION SPACING 20' 5 TRAVELWAY SPACING 40' 4. MERGING TAPER LENGTHS (L) SHALL BE AS FOLLOWS: MERGING TAPER LENGTH M BY LANE WIDTH SPEED LIMIT (MPH) 9' 10' 11' 12' S25 95 105 115 125 30 135 150 165 180 5. THE MINIMUM LENGTH FOR A SHOULDER TAPER IS 1/3 L (SEE NOTE 4 ABOVE FOR THE VALUE OF Q. 6. THE BUFFER SPACE LENGTH SHALL BE AS FOLLOWS: SPEED LIMIT (MPHI 121STANCE (EI), 35 250 -260 7. WHEN A SIDE ROAD OR ENTRANCE INTERSECTS THE ROADWAY WITHIN THE TEMPORARY TRAFFIC CONTROL ZONE, ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE PLACED AS NEEDED TO ALLOW FOR INGRESS AND EGRESS AT THE ENTRANCE. ,April 2015 Figure 6C =1, Component Parts of a Temporary Traffic Control Zone Page 6C -3 ACTIVITY AREA IS WHERE WORK TAKES PLACE 1: Revision 1- 411/2015 1 ADDRESS 1 st SUBMISSION COMMENTS DMJ 2/27/15 Page 6H -16 April 2015 Typical Traffic Control ;Shoulder Operation with Minor Encroachment (Figure TTC -5.1) Standard Guidance 2. Si g n spacing should be 1300 - 1500` f or Limited Access highways. For all other roadwa ys , the si g n spacing should be 500 -800 where the posted speed limit is greater than 45 mph, and 350' -500' where the posted speed limit is 45 mph or less. h volume roadway, vehicular traffic volumes vehicle mix 3. Wizen work takes tip part of a lane on a lug glum y, ff . speed and capacity should be analyzed to determine whether the affected lane ,should be closed. Unless the lane encroachment analysis permits a remaining lane width o 10 feet, the lane should be closed 1 y P g .� ./� f the closure operation is on a Limited Access highway, the minimum lane width is 1l feet. Option: .ion: 4. The ROAD WORK AHEAD (W20 -1) sign on an intersecting roadwU may be omitted where drivers advance si rior to his activity emerging from that roadway will encounter another ad anc warning rn g gnu __ t y area. Standard 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, OR oscillating light shall be parked 80' 120' in Advance of the first work crew. b. Vehicle hazard warning signals shall not be use d instead o f the vehicle's s hi c h in t n i �am be r rotating,' flashing, oscillating lights. Vehicle hazard warning signals can be used to supplement high4ntensity amber rotating, flashing, oscillating lights. 7. Taper length (L) and channelizng device spacing shall be at the following:. Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 10 11 12 25 95 A05 115 125 30 135 150 165 180 35 185 any. 225 245 40 240 270 295 TERMINATION AREA 405 450 1, 495 r t LETS TRAFFIC RESUME 450 500 550 600 NORMAL DRIVING 495 550 605 660 60 540 600 660 i 65 70 585 630 TRAFFIC SPACE 715 770 780 840 1001D W STREAMI TAPER ALLOWS TRAFFIC TO PASS THROUGH THE ACTIVITY AREA ACTIVITY AREA IS WHERE WORK TAKES PLACE 1: Revision 1- 411/2015 1 ADDRESS 1 st SUBMISSION COMMENTS DMJ 2/27/15 Page 6H -16 April 2015 Typical Traffic Control ;Shoulder Operation with Minor Encroachment (Figure TTC -5.1) Standard Guidance 2. Si g n spacing should be 1300 - 1500` f or Limited Access highways. For all other roadwa ys , the si g n spacing should be 500 -800 where the posted speed limit is greater than 45 mph, and 350' -500' where the posted speed limit is 45 mph or less. h volume roadway, vehicular traffic volumes vehicle mix 3. Wizen work takes tip part of a lane on a lug glum y, ff . speed and capacity should be analyzed to determine whether the affected lane ,should be closed. Unless the lane encroachment analysis permits a remaining lane width o 10 feet, the lane should be closed 1 y P g .� ./� f the closure operation is on a Limited Access highway, the minimum lane width is 1l feet. Option: .ion: 4. The ROAD WORK AHEAD (W20 -1) sign on an intersecting roadwU may be omitted where drivers advance si rior to his activity emerging from that roadway will encounter another ad anc warning rn g gnu __ t y area. Standard 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, OR oscillating light shall be parked 80' 120' in Advance of the first work crew. b. Vehicle hazard warning signals shall not be use d instead o f the vehicle's s hi c h in t n i �am be r rotating,' flashing, oscillating lights. Vehicle hazard warning signals can be used to supplement high4ntensity amber rotating, flashing, oscillating lights. 7. Taper length (L) and channelizng device spacing shall be at the following:. Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 10 11 12 25 95 A05 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 ! 405 450 1, 495 540 50 450 500 550 600 55 495 550 605 660 60 540 600 660 720 65 70 585 630 650 1 700 715 770 780 840 hi''hwa s shall be :1000 feet. �' ShaulderTaper ='3 L Minimum Channenzing Device Spacing Location Speed Limit (mph) 0 -35 36+ Transition Spacing 20' 40' Travelwa Y Spacing S acin 40' 80' Construction "Access* 80' 120' " Spacing may be increased to this distance, but shall not exceed one access per '% mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 8. The buffer space length shall be as shown in Table 613 -3 on Page 611-5 for the posted speed limit. 9. A truck- mounted attenuator (TNIA) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 41112015. April 2015 Shoulder Operation with Minor Encroachment (Figure TTC -5.1) 4 SIGNATURE SET DMJ 6/18/15 1 1 1 1 N0. SHEET REVISION BY DATE NO. SHEET REVISION Page 6H -1"7 daltk G20 -2 (V) 500'+ ,.-- 80'- 120' SHADOW VEHICLE REQUIRED -TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 8 TYPE B OR C SEE NOTE '7 CHANNELIZING DEVICES SPACING SEE NOTE 7 RFI= NnT; W21 -5bR W20 -1 OFD r 4-iii lam' i DAVID M. SEN Lic. 'No. 11484 OA Page 6H -34 April 2015 Typical Traffic Control Moving/Mobile Operations on a Two-Lane Roadway (Figure TTC 14,1) LYON Standard: 1. Each vehicle involved in the movin mobile operation shall be equipped with at least one high- Intensity amber rotating, a.Sitig, r oscillating light, Illuminated flashing arrows on the advance warning vehicles and work operations vehicle shall be a Type B (60" x 30" ) or Type C (96" x 48 "). Vehicle hazard warning signals shall not be used Instead of rotating, Iilrtg bq.IlAq lights, but as a supplement. 2. Vehicle - mounted signs shall be mounted with the bottom of the sign at a minimum height of 48 inches above the pavement and mounted in a manner such that equipment or supplies do not obscure them. Sign legends shall be covered or turned from view when work is not in progress. 3. If using an arrow board on the shadow vehicle, it shall operate in the four corner caution mode. Guidance: 4. "ere radical and when needed, the work and shadow vehicles should pull over periodically to allow p p p ? motor vehicle traffic to pass. 5. Whenever adequate stopping sight distance exists to the rear, the shadow vehicle should maintain the e . The shadow vehicle should minimum distance from the work vehicle and proceed at the same speed n slow down in advance of vertical or horizontal curves that restrict sight distance. 6 A truck - mounted attenuator should be used on the shadow vehicle:: Option:, p 7. The distance between the work and shadow vehicles ma vary according to speed, terrain, paint drying time, and other factors. Guidance: 8. If the work and shadow vehicles cannot pull over to allow motor vehicle traffic to pass frequently, a LTD NOT PASS (R4 -V6) sign should be placed on the rear of the shadow vehicle blocking the lane, Option: 9, Signs mU be fabricated to permit change of the message in the field to identify the type of moving operation (LINE PAINTING NEXT 5 MILES (W21 -V4 ). The maximum distance between the sign op L and protection vehicle is 5 miles. 10. StationM signing _may be eliminated on low volume (less than 500 vehicles per day), low speed 30 mph or less) roadways. 11. The static warning sign and caution mode arrow board may replaced with a vehicle - mounted CMS with a minimum character height of 10 Guidance: 12. When using a CMS to replace the static sign and arrow board, each word message phase should be . followed by the Type B arrow display; 1; Revision 1- 4/112015 120' MIN SEE NOTE 5 WORK OPERATION VEHICLE SEE NOTES 1 & 2 SHADOW VEHICLE /REQUIRED SEE NOTES 1 & 2 (TMA REQUIREMENT SEE NOTE 6) SEE INOTES 1 & 3 _D0 N UT PASS 34 V6 W21 -V5 SEE NOTES 9 & 10 W, ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassnciates.net Page 6H -52 April 2015 Typical Traffic Control Lane Closure on a Two - -Lane Roadway using Flaggers (Figure 'TTC -23.1) MOTES Guidatce 1. Sign spacing distance should be 350 L500' where the posted speed limit is 45 mph or less, and 500' -800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible h r i transition, as d o the' steel s eed li it n' t sight distance in advance of the flagger station and tra o, b e n po p m and a least equal to or greater than the values in Table 6H -3. Generally speaking, motorists should have a clear line of sight from the graphic, flagger symbol sign to the flagger. Option: 3. Where Right- of -Wav or geometric conditions prevent the use of 48" x 48" signs, 36" x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H -3 on Page 611-5). 5. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). b. Cone spacing shall be PRO, it thesket spec/ "nrldti` yaluesn,pble 61f ontr;e 6 b 7. A shadow vehicle with at least one high intensity amber rotating, it oscillating light shall be parked 80' -120' in advance of the first work crew. Option: 8. A supplemental flagger ma be required in this area to give advance warning of the o leration ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. 1 the queue a( traffic reacher the BE PREPARED TO .STOP (W3 -4) sign then the signsF ttna���,re�th ortiXe etrr t atlr 1 t r` 3. , should be readjusted at greater distances, 10, When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail i i - crossings). crossing (see Figure .TTC -56 for additional information on h ghway r ai l c oss ng s. Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones rt2ay be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low - volume situations with short work zones on straight roadways where the flagger is visible to road users aoproaching from both directions, a sin> lc flagger. positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E). tang 1: Revision 1- 4/1/2015 April 2015 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC -23.1) NOI.LVI.S U300V1,J 1: Revision I - 411/2015 d G20 -2 N) 500+ 59 -10(y SEE NOTE 4 80' -120' SHADOW VEHICLE REQUIRED SEE NOTE 4 50' 100' - FLAGGER STATION SEE NOTE 2 Page 6H -53 P �' W20 -7 jr�rKt..; w20.4 t W20 -1 DESIGNED . PROJECT: SET REV. N0. THE LOFTS AT MEADOWCREEK DMJ FINAL SITE PLAN 4 DRAWN BY: KT>u ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: RIO ROAD TRAFFIC CONTROL PLAN C -12 JDB NOTES AND DETAILS WWA NUMBER: FILE NAME: DISCIPLINE. SCALE. DATE: SHEET NUMBER: 213001.05 300105C_TCP -2.dw9 Cn/IL V. N A 09130114 15 of 30 AL Ld IX Q 0 V) Z 0 U ll') s- 010 tD UJ O n Posted Speed i0 3$ lnh 36 - SS m h PTRS Spacing Center to Center Tefi " `` 8 Feet 1: Revision 1- 4/1/2015 April 2015 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC -23.1) NOI.LVI.S U300V1,J 1: Revision I - 411/2015 d G20 -2 N) 500+ 59 -10(y SEE NOTE 4 80' -120' SHADOW VEHICLE REQUIRED SEE NOTE 4 50' 100' - FLAGGER STATION SEE NOTE 2 Page 6H -53 P �' W20 -7 jr�rKt..; w20.4 t W20 -1 DESIGNED . PROJECT: SET REV. N0. THE LOFTS AT MEADOWCREEK DMJ FINAL SITE PLAN 4 DRAWN BY: KT>u ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: RIO ROAD TRAFFIC CONTROL PLAN C -12 JDB NOTES AND DETAILS WWA NUMBER: FILE NAME: DISCIPLINE. SCALE. DATE: SHEET NUMBER: 213001.05 300105C_TCP -2.dw9 Cn/IL V. N A 09130114 15 of 30 AL Ld IX Q 0 V) Z 0 U ll') s- 010 tD UJ O n 3 I d �I a 0 / c 0 a. 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DISTURBED �— . ,< • . , � — � — � ... �..,,.,, ,._...,. ......... .,, < - --__ —_ � -- 4� ,. s4 IRS `1 / o y / �_.,... d / IRF �- /� _ _ — 0 CPO _ \ y............ U013 \ \ zzz IRF \ DHF \ — — — — W— R /W— – R/W – —R /W— – – --R /W— � R /W— – – —R/W---G —R /W �W IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED — \ a SCALE: 1 " = 20' 468 - ` \4�° � � I l 2 °X 12 " � 20 0 20 } 2"x72" / INLET Q 1 ADDRESS 1st SUBMISSION COMMENTS DMJ 2/27/15, _ DESIGNED BY: PROJECT: SET REV. NO. Op S AT MEADOWCREEK DMJ THE LOFT ENGINEERS DRAWN BY: FINAL SITE PLAN 4 SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 SIGNATURE SET DMJ 6/18/15 DAVID TITLE. L o. 11484 N PLANNERS STORM DRAINAGE AREA MAP DIHR BY: C- 1 3 o _ w� ASSOCIATES JDB PO Box 4119 3040 Avemore Square PI. SHEET NUMBER: Lynchburg, VA 24502 Chalonesville,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: NO Phone_ 434 316.6080 Phone: 434.9942700 CMS H: N A r©NAL E www.wwassociates.net 213001.05 300105C_DA -1.dwg 09130114 16 of 30 SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. N A Oil 74--/ I- Q 0 }) F- 0 LO 00 co 63 O J at 3 v N I 0 Ul O_ O O / v a Q v ti 0 0 C4 0 3 O .0 O 0 J O C4 ./ !Ell Project: The Lofts at Meadovtcreek WWA Project Number: 213001.05 By: SAR Date: REV. 02 -16 -15 Stormwater Inlet Computations (Design Storm = 4.0 inlhr) WAA ENGINEti ks PL s.NFR2s ASSOCIATES Stormwater Inlet Computations (Check Storm = 6.5 in/hr) Project: The Lofts at MeadoAcreek By: SAR WWA Project Number: 213001.05 Date: REV. 02 -1945 WAEN46NF.L'RS ffm SUR \'F:Y(MS R.AN'Nl s ASSOCIATES INLET HYDROLOGY CURB INLETS CURB SAG INLETS ONLY GRATE INLET ONLY I2 (in /hr) INLET Slope (ftift) WWA PROJECT NUMBER 213001.05 V2 x R2 n Allowable Velocity (fps) 110 (in/hr) v 10 -Year Depth {ft) p Remarks COMPUTATIONS Accumulated m Q o c m COUNTY Albemarle 0.33 m ° DISTRICT °_ 5.18 0.65 t -6 3.0 T -. _ m o c 6.67 _ C a Velocity OK DESCRIPTION The Lofts at Meadowcreek 0.90 0.28 0.25 0.38 5.514 5.04 1.90 0.080 0.0 3.0 L v 0.64 0.040 10.00 c 6.49 2.45 - 1.00 SHEET c - v J AREA RUN- _ W RAIN RUNOFF INVERT W m W a s t0 >n FLOW SCC2 w v m 3 O e 40 a o -. •O 'a ?� 0 eA w 0 x 0 m C 0 3; tL w L C 0 ELEVATIONS V v ® m a m c CITY m to L c m REMARKS INLET DEPTH Y c Q c Q � > c tL o `' i m .- i^ <•% !� z °- '� -a0 N 3 1 as = C H :- ji= a ry}l. 9 16 REMARKS } •� 0 O m MIN IN /HR CFS UPPER LOWER O FT /FT IN :.1 J U v ■. y FT FT �. m CL S'l J - rt m .m 0 i •O O END END art E Z t- m Z G 3: d 3 0 > } rm, to Y+ t 11 t V II m t O CL 19 F m0 O W to 7 IF- J p P m c is 5.00 6.67 O fi (7 YS 7 C9 f ® 13.69 > aI d O. tt x i6 m 5.69 .t.. a C C N U 0. H Lu Q' CL m w Z Z r E U 0 O Ii F O O m m °° y to B £ v w r. +K .•c ei CL N 11 _4: 0 V F d o O YD -1 0.03 G7 F C7 0.03 O -0 a $ M 463.23 36.3 w R 12 N I- 430 r N C31 a C7 0 = YD -2 YD -1 7 a 0.00 0.00 0.00 0.03 5.14 6.62 CY Cn x 85.9 p 12 0.010 rx t6 9.02 Junction Structure 470.96 7.83 YD -1 J O 777 J 8 DL3121 8.0 0 -32 0.68 022 4.00 027 020 027 0.020 0.067 2A9 2.00 0983 0.99 0.10 0.46 0.22 123 S90 8.0 0 -32 0.68 Sump Inlet 7 D14 0.00 OAO 0.36 0.14 4.00 0.66 0.00 0.66 460.05 025 020 0.0239 15 0.013 10.02 1 t0,17 11.91 0.14 0.46 0.31 1.70 8.00 6 5 Sump Inlet 7 D14 0.15 0100 3.60 Grate Inlet in Sump 6 DI-3C 12.0 0.35 0.76 027 4.00 1.06 0.00 1.06 0.005 O "096 3.08 2.00 5.78 0.096 5 094 0.21 0.35 0.07 0,72 5.65 6.46 4.68 0.18 0.10 0.46 0.21 9.93 12.00 12.0 0.35 0.76 Sump Inlet 5 D14 0.00 021 0.35 0.07 4.00 029 0.00 029 0.00 088 0.17 6.01 6.35 4.60 455.48 447.60 55.6 0.1418 013 0.46 0.29 13.77 12.00 Junction Structure Sump Inlet 5 DI-1 0.10 0.140 3.60 Grate Inletin Sump 6.50 OAS 0.00 OAS 6.33 6.18 443.89 432.00 119.2 0.0997 15 0.013 20.46 16.67 7.15 Includes Drainage from RD 2 1 452.77 8.88 3 0.15 0.140 3.60 Grate Inletin Sump YD-3 ADS NYLOPLAST 12" STANDARD GRATE 0.16 0.36 0A6 4.00 022 0.00 022 YD-3 ADS NYLOPLAST 12" STANDARD GRATE 0.08 0.100 2.50 Grate Inletin Sump 6.60 036 0.00 036 0.15 0.100 4.00 Grate Inlet in Sump Stormwater Inlet Computations (Check Storm = 6.5 in/hr) Project: The Lofts at MeadoAcreek By: SAR WWA Project Number: 213001.05 Date: REV. 02 -1945 WAEN46NF.L'RS ffm SUR \'F:Y(MS R.AN'Nl s ASSOCIATES INLET HYDROLOGY CURB INLETS CURB SAG INLETS ONLY GRATE INLET ONLY I2 (in /hr) 02 (cfs) Slope (ftift) WWA PROJECT NUMBER 213001.05 V2 x R2 n Allowable Velocity (fps) 110 (in/hr) _ 10 -Year Depth {ft) p Remarks COMPUTATIONS Accumulated m Q 71 Z2 m COUNTY Albemarle 0.33 0.13 DISTRICT 5.010 5.18 0.65 0.180 d 3.0 3.0 EC -2 r IM Q 3.11 6.67 0.84 0.29 1 1.00 Velocity OK DESCRIPTION The Lofts at Meadowcreek 0.90 0.28 0.25 0.38 5.514 5.04 1.90 0.080 0.0 3.0 L Rip -Rap 0.64 0.040 10.00 c 6.49 2.45 1.00 SHEET c - v J AREA RUN- _ W RAIN RUNOFF INVERT CAPA- FLOW SCC2 0.40 0.17 0.07 0.07 5.010 FROM TO 0 oo OFF CA EC -2 TIME FALL O ELEVATIONS 6.67 1.00 � CITY VEL w o) TOP INLET INLET DEPTH INLET No. POINT a c "A" COEF (TO I x M r c n (FULL) (FULL) o a o C REMARKS INCRE- ACCUM- MIN IN /HR CFS UPPER LOWER O FT /FT IN :.1 FPS SEC FT FT ACRES C MENT 7 •O O END END Z 1 0 w 3 0 A } 7 8 10 11 13 II m O U) CL 19 F UJI 21 C 8 7 032 M :3 is 5.00 6.67 467.94 460.25 114.3 7 1 f ® 13.69 8.35 Includes Drai a from STR 8 d 5.69 8 CC C d Lu ? O . . CL CL [y - Z y E d O YD -1 0.03 0.90 0.03 0.03 O -0 a 0.18 M 463.23 36.3 a i uC 12 tC 430 N Includes Drainage from RD 3 v 10.42 YD -2 YD -1 7 J 0.00 0.00 0.00 0.03 5.14 6.62 CY Cn x 85.9 p 12 0.010 w t6 9.02 Junction Structure 470.96 7.83 YD -1 777 XXX: 8 DI-38 8.0 0 -32 0.68 022 6.50 1.41 0.00 1A1 0.020 0.067 3.08 2.00 1 6.57 0.083 460.05 025 020 0.0239 15 0.013 10.02 1 8.17 11.91 0.14 0.46 0.31 1.70 8.00 6 5 Sump Inlet 7 D14 0.65 OAO 0.35 0.14 6.50 0.91 0.00 0.91 15 0.013 4.77 3.89 9.50 Includes Drainage from STR 6 463.30 5.78 6 5 4 0.21 0.35 0.07 0,72 5.65 6.46 4.68 0.18 0.100 3.70 Grate Inlet in Sump 6 D13C 12.0 0.35 0.76 027 6.60 1.73 0.00 1.73 0.005 0.096 3.69 2.00 0.096 0.00 088 0.17 6.01 6.35 4.60 455.48 447.60 55.6 0.1418 013 0.46 0.29 13.77 12.00 Junction Structure Sump Inlet 5 DI-1 3 021 0.35 0.07 6.50 OAS 0.00 OAS 6.33 6.18 443.89 432.00 119.2 0.0997 15 0.013 20.46 16.67 7.15 Includes Drainage from RD 2 1 452.77 8.88 3 0.15 0.140 3.60 Grate Inletin Sump YD-3 ADS NYLOPLAST 12" STANDARD GRATE 0.16 0.35 0.06 6.60 036 0.00 036 0.15 0.100 4.00 Grate Inlet in Sump W Add ENGINEERS SURVEYORS - PLANNERS AssoCIATES Segment ID Incremental c STORM SEWER DESIGN c A Tc (min) I2 (in /hr) 02 (cfs) Slope (ftift) WWA PROJECT NUMBER 213001.05 V2 x R2 n Allowable Velocity (fps) 2 Y ear Velocity (fps) 110 (in/hr) Q10 (cfs) 10 -Year Depth {ft) Maximum Channel Depth (ft) Remarks COMPUTATIONS Accumulated b 71 Z2 SCC1A COUNTY Albemarle 0.33 0.13 DISTRICT 5.010 5.18 0.65 0.180 0.0 3.0 3.0 EC -2 0.39 1 0.050 4.00 3.11 6.67 0.84 0.29 1 1.00 Velocity OK DESCRIPTION The Lofts at Meadowcreek 0.90 0.28 0.25 0.38 5.514 5.04 1.90 0.080 0.0 3.0 3.0 Rip -Rap 0.64 0.040 10.00 3.43 6.49 2.45 0.43 1.00 SHEET 1 OF 1 AREA RUN- INLET RAIN RUNOFF INVERT CAPA- FLOW SCC2 0.40 0.17 0.07 0.07 5.010 FROM TO 0.125 DRAIN OFF CA EC -2 TIME FALL O ELEVATIONS 6.67 LENGTH SLOPE 1.00 DIA MANNING's CITY VEL TIME TOP INLET INLET DEPTH INLET No. POINT POINT "A" COEF (TO I 010) n (FULL) (FULL) REMARKS ELEVATIONS (H) INCRE- ACCUM- MIN IN /HR CFS UPPER LOWER FT FT /FT IN GFS FPS SEC FT FT ACRES C MENT ULATED END END 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 8 7 032 0.68 0.22 022 5.00 6.67 1.45 1 467.94 460.25 114.3 0.0672 15 0.013 16.80 13.69 8.35 Includes Drai a from STR 8 473.63 5.69 8 YD -2 YD -1 0.03 0.90 0.03 0.03 5.00 6.67 0.18 463.42 463.23 36.3 0.0053 12 0.010 338 430 8.43 Includes Drainage from RD 3 473.84 10.42 YD -2 YD -1 7 0.00 0.00 0.00 0.03 5.14 6.62 0.18 463.13 460.90 85.9 0.0259 12 0.010 7.48 9.53 9.02 Junction Structure 470.96 7.83 YD -1 777 XXX: 7 6 0.40 0.35 0.14 0.38 5.29 1 6.57 2.53 460.05 457.72 9-(.2 0.0239 15 0.013 10.02 1 8.17 11.91 Includes Drainage from STR 7 465.09 5.04 7 _ 6 5 0.35 0.76 0.27 0.65 5.49 6.51 4.23 457.52 457.32 31'.9 0.0054 15 0.013 4.77 3.89 9.50 Includes Drainage from STR 6 463.30 5.78 6 5 4 0.21 0.35 0.07 0,72 5.65 6.46 4.68 457.12 456 -68 82.8 0.0053 15 0.013 412 3.85 21.52 Includes Drainage from STR 5 470.80 13.68 5 4 3 0.00 0.00 0.00 0.72 6.01 6.35 4.60 455.48 447.60 55.6 0.1418 15 0.013 24.39 19.88 2.80 Junction Structure 464.93 9.45 4 3 1 1 0.28 0.90 025 0.98 6.05 6.33 6.18 443.89 432.00 119.2 0.0997 15 0.013 20.46 16.67 7.15 Includes Drainage from RD 2 1 452.77 8.88 3 W Add ENGINEERS SURVEYORS - PLANNERS AssoCIATES Segment ID Incremental c Incremental Drainage Area (Ac.) c A Tc (min) I2 (in /hr) 02 (cfs) Slope (ftift) Channel Geometry Liner Material V2 x R2 n Allowable Velocity (fps) 2 Y ear Velocity (fps) 110 (in/hr) Q10 (cfs) 10 -Year Depth {ft) Maximum Channel Depth (ft) Remarks Incremental Accumulated b 71 Z2 SCC1A 0.38 0.33 0.13 0.13 5.010 5.18 0.65 0.180 0.0 3.0 3.0 EC -2 0.39 1 0.050 4.00 3.11 6.67 0.84 0.29 1 1.00 Velocity OK Depth OK SCC113 0.90 0.28 0.25 0.38 5.514 5.04 1.90 0.080 0.0 3.0 3.0 Rip -Rap 0.64 0.040 10.00 3.43 6.49 2.45 0.43 1.00 Velocity OK Depth OK SCC2 0.40 0.17 0.07 0.07 5.010 5.18 0.35 0.125 0.0 3.0 3.0 EC -2 0.25 0.050 4.00 2.31 6.67 0.45 0.25 1.00 Velocity OK Depth OK NYLOPLAST TURF TRAFFIC INSTALLATION 12" - 30" DRAIN BASIN FRAME & GRATE/SOLID COVER TOP SOIL - MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION L_ __ 1. GRATES /COVERS SHALL MEET H -20 LOAD RATING FOR 30" PEDESTRIAN & 12"- 30" STANDARD & SOLID 8" MIN THICKNESS GUIDELINE `- TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 4" MIN ON 8" - 24" 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 12" - 30" INLINE DRAIN 18" MIN WIDTH GUIDELINE BOTTOM FLANGE OF CASTING MUST BE SUPPORTED BY CONCRETE COLLAR THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1.5.09 TECHNICAL INFORMATION SHOWN HEREIN PHN (770) 932.2443 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR PROJECT NOJNAME TITLE Nyl aSt6 FAX (770) 932.2490 TECHNICAL INFORMATION SHOWN HEREIN APPD BY EBC PROJECT NO.INAME www.n ybplasbus.com REPRODUCTION OF THIS PRINT ORANY INFORMATION IS FORBIDDEN EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST, DWG SIZE A SCALE 1:8 SHEET 1 OF 1 TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 1 -5-09 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 IN - 30 IN DB & ID TURF TRAFFIC INSTALLATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ®IXI uvio"nsr I DWG SIZE A I SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001- 110 -340 REV A 12" COVER FRAME 12" SOLID COVER 1/4-20 X 1 1/2" LONG HEX BOLT ZINC GOLD STEEL JJJ DWG. NO. 7D01 -100 -048 DRILL 0.281 THRU GRATE 0' COUN TERBORE 0.75 X.18 DP 1299CGCL DRILI TAP 1/4 -20 THREAD NOTE: LOCATION OF LOCKING DEVICE MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 7.5.00 1HN (770) 932 -2443 Nylo la St FAX (770) 932 -2490 TECHNICAL INFORMATION SHOWN HEREIN www.nyloplast- us.com APPD BY CJA PROJECT NOJNAME TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 7 -5-00 12 IN SOLID LOCKING COVER ASSEMBLY IS FORBIDDEN EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST, DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001- 110 -033 REV B TOP OF GRATE TO BE SET FLUSH WITH TOP OF CURB. ADA COMPLIANT ALUMINUM GRATE, WITH UL LISTED NON -SKID SURFACE. SEE SITE LAYOUT PLAN DWG. No. C -6 FOR LENGTH OF GRATE. 3" 3" -� 2' -6" -►-i 1--w -- 2 --- PROVIDE SOLID PLATE ON EACH EXPOSED END. NOTE: CONTRACTOR TO SUBMIT SHOP DRAWING OF SELECTED GRATE SYSTEM WITH UL AND ADA CERTIFICATIONS TO OWNER FOR APPROVAL PRIOR TO ORDERING. NOT TO S 1 ADDRESS 19t SUBMISSION COMMENTS DMJ 2/27/15 _ DESIGNED BY. PROJECT: SET REV. NO. Tm of DMJ THE LOFTS AT MEADOWCREEK 1, = ENGINEERS DRAWN BY: FINAL SITE PLAN 4 SURVEYORS VIRGINIA DRAWING NUMBER: � ALBEMARLE COUNTY, DAVID M, SEN PLANNERS TITLE: 4 SIGNATURE SET DMJ 6/18/15 .p Lie. No. 11484 ASSOCIATES DIHR BY: JDB STORM DRAIN CALCULATIONS AND DETAILS C -14 �o �j �v SHEET NUMBER: /,/ - PO Box 4119 3040 Avemore Square PI. 4 Lynchburg, VA 24502 CherloNesvINe.VA22911 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE: NO- SHEET REVISION BY DATE N0. SHEET REVISION BY DATE Phone: 434.316.6080 Phone: 434.984.2700 sjONAL �� waw.wwassocales . ncl 213001.05 300105C_DA -2.dwg CIVIL V. N/A 09130114 17 of 30 V: N A .1: L LI H Q (n F- Z) O U LO 00 F_ O CL as UI O 0 0 i c c Q. 0 G O 0 N aYi 3 0 0 0 J 0 i C DEVELOPMENT SUMMARY: TOTAL GROSS AREA: f 2.8 AC OPEN SPACE /GREEN SPACE REQUIRED = 0.56 AC (24,400 SF) OPEN SPACE /GREEN SPACE PROVIDED = 0.95 AC (41,500 SF) HATCH LEGEND INDICATES AREA OF OPEN SPACE /GREEN SPACE (BLOCK B) IZZZZZA PASSIVE RECREATION AREA = 0.15 AC (6,530 SF) OPEN SPACE /GREEN SPACE AREAS 1 " =50' • • • N PLANS • • SLOPE UNLESS • • ON PLANS 4" MIN. CO 4"-VDOT AGGREGATE COMPACTED SUBGRADE 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. SIDEWALK — DETAIL NOT TO SCALE 1' ACO DRAIN 20' 6. 1 /-SEE PLANS FOR GRADE One meter channel 39.37' (1 meter) 8" MIN. 6 "W2.9xW2.9WWR 4" VDOT NO. 21A DETAIL - COMPACTOR AND RECYCLING AREA PAD NOT TO SCALE W FINISHED GRADE -,- EXISTING GRADE ASPHALT PAVING SEE PLANS FOR GRADE TURN DOWN FOOTING AROUND PERIMETER 6" VDOT No. 21A AGGREGATE STONE - COMPACTED PROVIDE GEOTEXTILE FABRIC IN AREAS REQUIRING STABILIZATION AS DETERMINED BY THE GEOTECHNICAL ENGINEER. COMPACTED SUBGRADE (957) NOTE: ANY ROCK ENCOUNTERED WITHIN THE FIRST 0.5' SHALL BE REMOVED AND DISPOSED OF. REPLACE ROCK WITH VDOT No. 21A STONE AND PROVIDE 951 COMPACTION. POND MAINTENANCE ACCESS ROAD GRAVEL PAVEMENT — SECTION NOT TO SCALE Knock -outs included on every 5th channel 5.12" R 30mm) 3.94" (100mm) �I 3.94" (100mm) to 11.81" (300mm) E® ,,V County of Albemarle Conservation Plan Checklist —To be placed on Landscape Plans (Handbook, pp III -284 -111 -297 for complete specifications) 1. The following items shall he shown on the plan: Q Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 10 Location and type of protective fencing; NIA ❑ Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings. Lr All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marling has been inspected and approved by a County Inspector. 3. Pre- Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Ed Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: '❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: NIA ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: NIA ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wail shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: N/A ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: '0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER' PONSIBII,I TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION OWNER SK Oft -rURE William N. Park -Bluestone Land, L.L.C. NIA CONTRACT PURCHASER SIGNATURE TE) (DATE) 511/46 Page 1 of 1 hm.. TRENCH DRAINS TO BE ACO DRAIN KS10OS SERIES OR APPROVED EQUAL. ACO DRAIN Type 447Q/448Q Longitudinal stainless steel grate Plan view 39.37° (1000mm) Side elevation 19.69" (500mm) 0.25" (6.3mm) 4.85" (123mm) 0.79" (20mm) 1 ADDRESS 1st SUBMISSION COMMENTS DMJ 2/27/15 DESIGNED BY.• PROJECT. SET REV. NO. ' OF DMJ THE LOFTS AT MEADOWCREEK ENGINEERS DRAWN BY: FINAL SITE PLAN 4 VIRGINIA DRAWING NUMBER: SURVEYORS KTM ALBEMARLE COUNTY, U DAVID M. SEN PLANNERS TITLE: 4 SIGNATURE SET DMJ 6/18/15 Lic. No. 11484 DIHR BY. TITLE: SITE DETAILS C -18 �Ao � ww ASSOCIATES SHEET NUMBER: � /// S Po Box A 2 3040 Avemore Square 22911 1. WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: Lynchburg. VA ?A502 Charlottesville. VA 23911 p� ss' �G Phone: 434.316.6080 Phone: 434.9842700 CIY/L H: AS SHOWN j0NAL E www.wwassociate.net 213001.05 300105C_DET- -1.dwg V. NIA 09j30114 22 of 30 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE -7- W 71, w a Z 0 Z O U •..i L0 00 Q O J a- 3 I J UI O 0 0 M / 0 a a O F MO ' J N 3 v J 0 N / TMP 61A -25 CATHOL C DIOC SE OF RICHMO D P IA LTER �F. SULL'IVAN BI�HOP ET At 4 / ZONED SE. VA T/AL P. DEN4 TIAL NAT � G TE WM I(2) & IH (2) R t I 1 EX 20' ACSA SAN ESMT GjP � DB 2055 PG 546 / / / / / / / / / I IH (2 & (1) TERNAT G IRF / I IRF S 4 °33 42 W 386.78, \ ° 466 s Y ki - - - - -- — '— - - - - -- -- — — — -- — z O _UE�O E LC p / 0 0 5 0 ., .. :,.F AF UL CN z 0 / ° �.� / IRF% S24 °35'40 — -_ TMP 61A- 16 JOSEPH B. OR LORI D. WOOD D,13 1962 P. 77 ZONED: R4 RESIDENTIAL USE: RESIDENTIAL IRF 2 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: I" = 20' H1 1 Ll 5 1 1 1 20' 0 20' S24 °35'40 "W - i • � ° -15 0 -- ° — — — L ES TO LAN LC L/ - �' ' 00 6 �•, EX 20' ACSA SAN ESMT . ,; \ GHBO �J N IRHO C / DB 1989 PG 718 � � � �` � ) N O �. \ cl i �j10 Cv 50 BARBED / ��� ° Pp / 0 4 \ FENCE �F 2:1 10 / \ IH (3) & WM (2) ALTERNATING IH 2 & 2 ALTERNATING I ( / / ' \ / () ) Q� O y is / IH 3 & WM 3 ALTERNATING IH & WM 2 �ALTERNA'TTNG °' ° IH (9) & WM (9) ALTERNATING / /� � \ \ ,� � WM (9) & IH (8) ALTERNATING I BENCHES (2) \ DO % l >• `� `� v \ %� v � v % / 0 / , / WM (1) & IH (1) ALTERNATING ° J 2:1 ! .,;; .,; R N J 0 6 \ I LIMITS OF 21 of CONSTRUCTION/ ° �'y\� :•N 6 -' ` / o °° / DISTURBANCE SAP `\ SpN ° O LB (2 / a` ° o o v,{ )� 17 - , �+ �+ v �� ° `' \ ti -� / °`� ':• ( .a 1 +, y NOTE: LOW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON I ° A+ �B (2)�' -` -�° 1 ALL SLOPES STEEPER THAN 3:1. Nr r , YY 1l 1 CP ` a j -1 AB 2) %" �2 3:1 � - A AB AB TMP 61A -29 ` + � — — IqS� p` i 1 '� °- • AR CATHOLIC DIOCESE OF RICHMOND '•� -_-'� __ � � --'' � I � WALTER F. SULLIVAN BISHOP ET AL r_ DW D.B. 1802 P. 31 1 < _ TMP 61A-14 ZONED: R4 RESIDENTIAL ° �5a - ' "' j r) ( STANLEY C. CHANG USE: ELEMENTARY SCHOOL 0 J1�., j` �� AFB I RS ° I D.B. 4221 P. .317 c�v ZONED: R4 RESIDENTIAL 10+82. 9 - 46� kw AF / _ _ USE: RESIDENTIAL O F ° .: �. • I IRS A ° lira �,� : o ° °° - IRF L °r _ IRF ° : sPI AF �. - --- - - =W ,. q ELE O I V =_ 471.7 O U , ' IRF ° a e. ., w ..... 0 DISTURBED _ m - umu 0� E EXISTING RWSA 18' 0HU Z IRF otE as �""'• .� CAST IRON WATER MAIN Z ° - - T- a. ° V� IRF O ,uas.s+a� � — �— m...A...,...,,,.,,,°.g k.,.,•• �,_ .b`� „``',��', m — "�— �`� ,,,,,,,,,...» ... ..,. .�:,....'�< '�- „,.,,:..'� °".---- ;°,: l 0 U 0 ° A � . •' y ° v.y�„ , ,...�.� . � �* ,........, •...,., 11+00 W , - 0 Cl- ..® W P T 9 + 51 .5 7 - �- 13+ W — — w ®y� �: * VA RI W ii s DHF � y IRF 'R/vv— —R/\N- --- R /W----- R /W - - - -R W 1 0 F IF7 TMP 61 -182 I TREESDALE LP n J ® D.B. 3934 P. 235 I ZONED: PLANNED RESIDENTIAL DEVELOPMENT I I F_ USE: RESIDENTIAL 12 x12” aoo °�W W I 1 ADDRESS 1st SUBMISSION COMMENTS DMJ 2/27/15 DESIGNED BY PROJECT: SET REV. NO. TH 0P �1 DMJ THE LOFTS AT MEADOWCREEK 4 p I ENGINEERS DRAWN BY: FINAL SITE PLAN CO) I SURVEYORS PS ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: DAVID M. SEN PLANNERS TITLE: 4 SIGNATURE SET DMJ 6/18/15 ,d Lie. No. 11484 DIHR BY: LANDSCAPE PLAN C -22 o .l r ww ASSOCIATES JDB p� y( /�S PO Box 4119 3040 Avemore Squaze Pl. SHEET NUMBER: 41 "`777 ti Lynchburg, VA 24502 Charlonesville,VA22911 WWA NUMBER: FILE NAME: DI „SnCIPLINE: SCALE: DATE: { & © �� Phone: 434.316.6080 Phone: 434.984.2700 CML H. 1 "�20' 2 6 Q / 3 0 NAL www.wwassociates.net 213001.05 300105C—LS— 1.dwg V. NIA 09130114 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE w It To; ui H Z 0 in 0 LO 010 r- (O W O D_ 0117-S-1-5 3 v N I J Ul 0 0 c 0 a 'o Li 0 0 0 V__ N 3 v° 0 a� 0 J 0 N _- o- o- o- LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL PROJECT AREA: 121,968 SQFT PERCENT OF TREE COVER REQUIRED: X 109E REQUIRED CANOPY COVER: 12,197 SQFT PROPOSED CANOPY: 12,758 SQFT PARKING LOT LANDSCAPING: PARKING ACCESS AISLES AND PARKING (AFTER VDOT DEDICATION): (NOTE: DOES NOT INCLUDE CURB) 10,353 SQFT PARKING LOT LANDSCAPING REQUIRED: _ _ X 5% REQUIRED PARKING LOT LANDSCAPING: 518 SQFT PROPOSED PARKING LOT LANDSCAPING: 574 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 13 PARKING SPACES / 10 = 1.3 PROPOSED PARKING LOT SHADE TREES: 2 PUBLIC STREET TREES: STREET TREES REQUIREMENT: 1 MEDIUM TREE PER 40 LINEAR FEET (LF) OF FRONTAGE REQUIRED STREET TREES: 437.8 LF (W /O ENTRANCE) OF FRONTAGE /40 LF =10.9 PROPOSED STREET TREES: 11 LANDSCAPING REQUIRED IN ZMA /CODE OF DEVELOPMENT: LANDSCAPE SCHEDULE 7): CALCULATIONS CODE QTY BOTANICAL / COMMON NAMES Type SIZE ROOT SPACING As Shown AREA OF TREE IN SF. TOTAL AREA IN SF. = 5 Shade Trees = 24,400 SF MINIMUM FITNESS CENTER SIZE = 900 UNIT TOTAL OG 4 Acer rubrum "October Glory" / October Glory Red Maple Shade 1 3l4 "c B &B A.S. 397 1,588 AF 17 Acer rubrum "Autumn Flame " / Autumn Flame Red Maple Shade 13/4% B &B A.S. 177 3,009 AP 3 Platanus occidentalis / American Planetree (Sycamore) Shade 1 3 /4 "c B &B A.S. 1,253 3,759 Ornamental (Flowering) Trees DW 3 Cornus florida/ Flowering Dogwood Ornamental 6 -7' B &B A.S. 124 372 ER 3 Cercis canadensis / Eastern Redbud Ornamental 6 -7' B &B A.S. 124 372 CM 7 Lagerstroemia indica "Natchez " / Natchez Crape Myrtle Ornamental 6 -7' B &B A.S. 77 539 37 Total Trees Provided Total Tree Canopy Area Provided 9,639 Shrubs/ Groundcover UNIT TOTAL WM 31 MyhGa cerifera / Southern Wax Myrtle 24 -30n 3 Gal. A. S. 44 1,364 IH 37 Ilex glabra "Nigra "/ Nigra Inkberry Holly 24 -30° 3 Gal. A. S. 23 851 LB 4 Buxus microphylla / Littleleaf Box 24 -30" 3 Gal. A. S. 0 0 AB 19 Abelia grandiflora / Glossy Abelia 24 -30n 3 Gal. A.S. 14 266 WB 8 Ilex 4erticillata "Red Sprite " / Red Sprite Winterbery Holly 24 -30° 3 Gal. A. S. 41 328 AV 10 Viburnum dentatum /Arrowwood Viburnum 24 -30" 3 Gal. A-S. 31 310 109 Total Shrubs/ Groundcover Provided Total Shrub Canopy Area Provided 3,119 Total Canopy Area Provided 12,758 LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL PROJECT AREA: 121,968 SQFT PERCENT OF TREE COVER REQUIRED: X 109E REQUIRED CANOPY COVER: 12,197 SQFT PROPOSED CANOPY: 12,758 SQFT PARKING LOT LANDSCAPING: PARKING ACCESS AISLES AND PARKING (AFTER VDOT DEDICATION): (NOTE: DOES NOT INCLUDE CURB) 10,353 SQFT PARKING LOT LANDSCAPING REQUIRED: _ _ X 5% REQUIRED PARKING LOT LANDSCAPING: 518 SQFT PROPOSED PARKING LOT LANDSCAPING: 574 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 13 PARKING SPACES / 10 = 1.3 PROPOSED PARKING LOT SHADE TREES: 2 PUBLIC STREET TREES: STREET TREES REQUIREMENT: 1 MEDIUM TREE PER 40 LINEAR FEET (LF) OF FRONTAGE REQUIRED STREET TREES: 437.8 LF (W /O ENTRANCE) OF FRONTAGE /40 LF =10.9 PROPOSED STREET TREES: 11 LANDSCAPING REQUIRED IN ZMA /CODE OF DEVELOPMENT: VIII. GREEN SPACE AND AMENITIES (PAGE 7): REQUIRED IN GREEN SPACE BENCHES = 2 FLOWERING TREES = 5 SHADE TREES = 5 MINIMUM GREEN SPACE SIZE = 24,400 SF MINIMUM FITNESS CENTER SIZE = 900 SF PROVIDED BENCHES = 2 FLOWERING TREES = 5 SHADE TREES = 5 GREEN SPACE SIZE = 41,500 SF FITNESS CENTER SIZE = 1,253 SF X. LANDSCAPE TREATMENTS (PAGE 9): ENTRANCE ROAD 1 TREE EVERY 50 FEET ALTERNATING BETWEEN SHADE TREES AND SMALL FLOWERING TREES. 314 LF OF FRONTAGE /50 LF = 6.3 PROPOSED STREET TREES: 8 BUILDING ENTRANCE SHRUBS REQUIRED SYMMETRICALLY PLANTED = 6 PROVIDED SYMMETRICALLY PLANTED = 6 w NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. WIDTH EVERGREEN TREE PLANTING I I SCALE: NOT TO SCALE SET TREE W/ 1/8 OR 2" MAX OF ROOT BALL ABOVE GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED SOIL MIX AS SPECIFIED SHOVEL -CUT MULCH EDGE FINISHED GRADE SCARIFY SIDES OF HOLE PRIOR TO PLANTING UNDISTURBED SOIL STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY/ MULCH ROOTBALL =0R ADJACENT DNS. AL LEADER. OR 2" MAX. =1NISH GRADE. BE PLACED IT & REMOVE TOP 1/3 OF BURLAP ROM ROOTBALL. ZING TO LIMIT OF CANOPY V. DIA., WHICH EVER IS GREATER. -CUT EDGE IG SOIL MIX LANTING IN LAWN, SEED / SOD OF MULCH RING TRADE NT PLANTING; NN FOR MATERIALS. e SIDES AND BOTTOM OF 'IT TO 1" DEPTH. 4MPED SOIL TO 'ROOT BALL JRBED SOIL MULTI -STEM TREE PLANTING SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS 1. STAKE OUT PLANT /BED LOCATIONS. 2. CUT EDGE OF PLANT BED 3. TILL SOIL AND APPLY AMENDMENTS TO ENTIRE PLANTING AREA. 4. APPLY PRE - EMERGENT HERBICIDE (TWO WEEKS PRIOR TO PLANTING). 5. INSTALL PLANTS. 6. INSTALL FERTILIZER TABLETS IN EACH PLANT PIT. 7. PLACE BACKFILL. 8. WATER EACH INDIVIDUAL PLANT THOROUGHLY. 9. PLACE MULCH OVER ENTIRE PLAINT BED. 10. WATER ENTIRE PLANT BED THOROUGHLY. ' rG NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. RAL LEADER FLAG, ONE PER WIRE TURN- BUCKLE (3 REQ'D) 1/8 OR 2" MAX. OF 3OVE FINISHED GRADE 'ECIFIED •8" MIN. DEPTH MULCH EDGE AIL, SEE SPECS. D SUBBASE EES, CUT AND ;LAP FROM TOP BALL PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE `AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP -SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. FIRST LATERAL ROOT FLUSH WITH FINISH GRADE MULCH (TYP.)(3" DEPTH) TOOLED BED EDGE, MIN. 4" DEPTH, ALIGN LIMIT OF MULCH WITH PLANT CANOPY UNLESS OTHERWISE INDICATED ON PLAN (TYP.) FINISH GRADE, CONDITION VARIES SEE PLAN (TYP.) REMOVE 3 OF BURLAP FROM TOP OF ROOTBALL PLANTING SOIL MIX AS SPECIFIED COMPACTED OR UNDISTURBED SOIL NOTE: THE SLOPE OF THE YARD IS NO GREATER THAN 33X. ROOTBALL TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING WIDTH SHADE TREE PLANTING SHRUB PLANTING TILLED SOIL 3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE 1 ADDRESS 1st SUBMISSION COMMENTS DMJ 2/27/1 5 = DESIGNED BY: PROJECT: SET REV. NO. of = DMJ THE LOFTS AT MEADOWCREEK 4 D1 ENGINEERS DRAWN BY: FINAL SITE PLAN SURVEYORS PS TITLE. ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID M. SEN PLANNERS DIHR BY: C -23 4 SIGNATURE SET DMJ 6/18/115 Lic. No. 11484 JDB LANDSCAPE DETAILS AND NOTES 1 w ASSOCIATES SHEET NUMBER: 0;4 ���/-S Lyn PO,Box A24502 30h °�otesv°i� VA22911P1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �sIQNi*,�+ Phone: 434.316.6080 Phone : 434!9842700 ������� -LS CIVIL H: NIA 27 �� �� www.wwassoctates.net 213001.05 9 V. N A 001-4 14 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE W w Q Z C� O 00 Q O a- 490 485 480 475 470 m a' U r r, 4:4 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 OFFSET STA, 8 +00.00 m U • I, 485 480 475 490 485 480 475 470 iT *,i 465 10.00 20.00 30.00 m U al §� (n -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 OFFSET v STA. 9 +00.00 0 °o N i Y V 3 V ADDRESS 1 st SUBMISSION COMMENTS v J 0 4 SIGNATURE SET N i N0. I SHEET REVISION DMJ 1 2/27/'15 DMJ 1 6/18/'15 BY I DATE I NO. 485 480 475 470 465 SHEET REVISION E : 0 m _ U xi'l' 480 475 470 465 460 475 m _ U 20.00 30.00 � $0 r ;1, 475 470 465 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 OFFSET STA. 10 +50.00 m _ U M k ,rrx OF � r r� DAVID M. JSENt Lic. No. 11484 X17 ION BY DATE 20.00 30.00 ,0 475 470 465 480 475 470 465 460 11;rV 470 465 460 475 m _ U 475 475 20.00 30.00 -, 475 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 OFFSET STA, 12 +00.00 NEW ir, 475 470 465 460 455 475 20.00 30.00 :itXf 485 3 v IF THIS DRAWING IS A REDUCTION U k USED 480 UI VERT: 1 " = 10' 0 Of 475 0 10' 0 10' 0 Z 470 _v U a 465 10.00 20.00 30.00 m U al §� (n -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 OFFSET v STA. 9 +00.00 0 °o N i Y V 3 V ADDRESS 1 st SUBMISSION COMMENTS v J 0 4 SIGNATURE SET N i N0. I SHEET REVISION DMJ 1 2/27/'15 DMJ 1 6/18/'15 BY I DATE I NO. 485 480 475 470 465 SHEET REVISION E : 0 m _ U xi'l' 480 475 470 465 460 475 m _ U 20.00 30.00 � $0 r ;1, 475 470 465 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 OFFSET STA. 10 +50.00 m _ U M k ,rrx OF � r r� DAVID M. JSENt Lic. No. 11484 X17 ION BY DATE 20.00 30.00 ,0 475 470 465 480 475 470 465 460 11;rV 470 465 460 475 m _ U 475 475 20.00 30.00 -, 475 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 OFFSET STA, 12 +00.00 NEW ir, 475 470 465 460 455 475 20.00 30.00 :itXf IF THIS DRAWING IS A REDUCTION 07 GRAPHIC SCALE MUST BE USED w VERT: 1 " = 10' Of 10' 0 10' Q Z Ea= U 10' 0 " 10' HORZ: 1 = 10' Z 0 U 07 DESIGNED BY. PROJECT. LOFTS AT MEADOWCREEK SET SET REV. No. 00 w ENGINEERS FINAL SITE PLAN 4 SURwEYORS DRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: KW TITLE. RIO ROAD PLANNERS C -24 L� !R DIHR BY. ASSOCIATES JDB CROSS SECTIONS SHEET NUMBER: WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: "���� DATE: Po Box 4 119 3040 Avem °`e SA 22911 Lynchburg VA 24502 Charlonccvilla, VA 0 Phone: 434.316.6080 Phone: 434.984.2700 www w.t.,, >e i es.net 213001.05 300105C_XSEC.dwg �� H : »_ 09/30/ 14 (V 2Q �� �� V. 0' I ') - e 3 v N I a. a VI O O C O Q. ;4) cn d 0 O C4 / 3 O a J O C4 / C SWM -DR (SEE FLOW I I FOR SIZE) (4) 44' DIA HOL S IA N SWM DAM METAL PLATE DETAIL (NOT GALVANIZED) . CONC. SWM DAM 7— (4) Y2"x4" ADHESIVE BOLTS, ELF LOCKING HEX. NUTS, FLAT WASHERS DAM. ** 1/12 D D* CONCRETE CRADLE t PIPE SIZE INCHES CRADLE BOTTOM WIDTH (INCHES) CRADLE HEIGHT (INCHES) CRADLE TOP WIDTH (INCHES) INCREMENT, IN CUBIC YARDS, PER LINEAR FOOT OF PIPE 12 34 114 32 0.093 15 38 15.75 35.5 0.110 18 42 17.5 39 0.129 24 50 21 46 0.168 3D 58 26 53 0.233 36 86 31 60 0.307 42 74 38 67 0.390 o I I CONCRETE SHALL BE CLASS A3 oI Io BOTTOM * BUT NOT LESS THAN 6" IF THE PIPE IS LAID IN EXCAVATED TRENCH, THEN OF BASIN * * AN AV EO RE CH, E THE SIDE WALLS MAY CONFORM TO THE TRENCH SHAPE (E THE TRENCH MAY BECOME THE CRADLE FORM). DE AIL FOR METAL PLATE AND SIDE VIEW OF SWM CONCRETE CRADLE tS TO BE INSTALLED UNDER THE ENTIRE WATER QUALITY ORIFICE DAM WITH DEBRIS LENGTH OF CULVERT AT EACH STORMWATER MANAGEMENT BASIN. CONCRETE CRADLE IS T E P R MISCELLANEOUS 0 B AID FOR AS M SCE ANEOUS TYPICAL SWM DAM CONCRETE AND SUMMARIZED IN CUBIC YARDS FOR EACH PIPE LOCATION METAL PLATE MUST BE ROUND OR SQUARE CURVE TO FIT CIRCULAR CONC. SWM RISER D IC PIPE OR SWM UNITS WHERE APPLICABLE. 12" MAX. 6" MW. DRAINAGE OPENING THROUGH WALL STRUCTURE VARIES 2� " 3/s" or DEBRIS I I RACK - a o r BOLTS, SELF i rl BOTTOM WATER N FLATNUTS, ( % I OF BASIN — 4" QUALITY 6j WASHERS > I (SEECPLANS > I I I o\ —/ o I I I I— III —METAL FOR SIZE) I t PLATE -� (4)Y;'DIA — I _j -- - - - -LL L' —JJ HOLES DETAIL FOR METAL PLATE AND SIDE VIEW WITH DEBRIS RACK METAL PLATE DETAIL WATER QUALITY ORIFICE (NOT GALVANIZED) TYPICAL SWM (DRAINAGE STRUCTURE `vDoT STORMWATER MANAGEMENT (SWM) DETAILS SPECIFICATION ROAD AND BRIDGE STANDARDS DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE SHEET 3 OF 5 REVISION DATE (FOR SWM DRAINAGE STRUCTURES SWM RISER PIPES AND SWM DAMS) 302 114.D6 VIRGINIA DEPARTMENT OF TRANSPORTATION Z 0 RISER I.D. RISER % I DIA X 6" LG. DIA. BOLTS W /FLAT WASHERS AND SELF LOCKING NUTS TYPICAL B PLACES - EQUALLY SPACED ON AN "E" DIA. B.C. LOCKABLE ACCESS DOOR W /HINGE, MIN. 2' x 2' CLEAR OPENING SEE NOTE 1 a" LG. IOLTS USHERS AND ING NUTS. PLACES - EQUALLY I AN "E" DIA B.C. RISER DIMENSION APPROX. WT. (LBS.) I.D. O.D. A B C D E 24 30 31 28% 7 11 27 24 36 44 45 4 2 13 19 40 58 48 58 59 --5-4T/2— 13 21 53 86 60 72 73 67Y2 17 28 66 135 72 86 87 80 23 35 1 79 204 84 100 1 101 931/4 25 39 1 92 266 96 114 1 115 1 106N/4 22 38 1 105 305 C I S�I - - -I FIELD VERIFY ELEVATION OF SANITARY SEWER WITH TEST PITS PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. MAINTAIN A MINIMUM OF 12" CLEARANCE BETWEEN SANITARY SEWER AND STORM PIPE. SWM -DR LOCKABLE ACCESS DOOR W /HINGE, MIN. 2'x 2' CLEAR OPENING SEE NOTE i 2" WIDE X 1/4" THICK STEEL RING BOLTED TO RISER RISER DIMENSION APPROX. WT. (LBS.) I.D. O.D. A B C D E SEGMENT 24 30 30 6 7 10 27 15 46 36 44 42 6 13 18 40 22 82 48 58 55 9 13 20 53 29 120 60 72 68 9 17 26 66 36 169 72 86 81 9 23 34 79 42 227 84 100 1 94 12 1 25 1 37 1 92 49 290 96 114 1 107 1 12 1 22 36 105 56 341 HIGH DENSITY POLYETHYLENE METAL NOTES- 1, A HINGED, LOCKABLE ACCESS DOOR SHALL BE PROVIDED ON ALL TRASH RACKS 2. ANTI - VORTEX PLATE IS TO BE USED WHEN SPECIFIED ON THE PLANS. IF THE TOTAL WEIGHT OF THE TRASH RACK IS GREATER THAN 75 LBS OR COST OF FURNISHING AND PLACING THE ANTI- VORTEX PLATE IS TO IF THE TRASH RACK IS TO BE PLACED ON A SWM -1 WITH AN "H" DIMENSION BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. GREATER THAN 7'-2 ". SPECIFICATION REFERENCE STORMWATER MANAGEMENT DETAILS TRASH RACK 1VOO -r FOR SWM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 4 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 114.07 .i - - - - .i LJ firw - - -r- -- - � i - - - - - - - - - - 485 Ag_ 480 n _ElisTlt. - - - - - j- - - 480 465 - - -- _- _ _ - - - � - - 475 -- yy - - 475 - 465 J 470 GI NEW - r - - 470 - - F• - i N 7 IN "'I I 465 -- - - - - -- -- - i 460 - 4601 455 - • i - � - - � -► ;iii WE - _ _ • • , - - — 455 - __ - _- .5396 - -_ 455 455 NEN 15" - - 450 - - - -- - -- - -- 450 450 445 - 00.63% - Y C -- -- 445 r 450 440 - - - Q - - - - - - - - -- - 440 koo U 445 -- 435 - -- - . - - _ - - - -� © — —' - - - - - 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: STORM -1 470 - - - - LJ firw - - -r- -- - � i - - - - - - - - - - 485 Ag_ 480 n _ElisTlt. - - - - - j- - - 480 465 - - -- _- _ _ - - - � - - 475 -- yy - - 475 - 465 J 470 GI NEW - r - - 470 - - F• - i 460 465 -- - - - - -- -- - 465 460 - 4601 455 - - - - - - -- _ WE - {� • - - — 455 - __ - _- .5396 - -_ 455 455 NEN 15" - - 450 - - - -- - -- - -- 450 450 445 - 00.63% - Y C -- -- 445 r 450 440 - - - Q - - - - - - - - -- - 440 koo U 445 -- 435 - -- - . - - _ - - - -� © — —' - - - - - 430 s - 445 - -- - - - .� - - 440 - - — _ - - - - -- -- -- - � -- - - 435 -- _ _- N M 5 430 - -' - - -- - : - - --� o '' - - -,n _ t - .� n- - - -- - - -- _ 430 In -- AV _ - • -- -- • N �- - — — — - __ - 420 f - - - -- - - f 420 415 - - - - - - -- _ -- - r = - - I - - -- - - - 415 - - 410 - - -- - - - - - - - - - - - 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: STORM -3 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 PROFILE VIEW: STORM -2 13 +50 14 +00 14 +50 15 +00 15 +50 NOTES: 1. STRUCTURE TOPS SHOWN ARE APPROXIMATE. ADJUST TOPS IN THE FIELD TO FINAL GRADING. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES WHEN FINAL GRADING IS COMPLETED UNLESS SHOWN OTHERWISE. 3. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. 4. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. 5. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. 6. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT- 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 1 ADDRESS 1st SUBMISSION COMMENTS DMJ 2/27/15 _ DESIGNED BY: PROJECT: SET REV. NO. 2 UPDATED STORM SEWER PROFILES DMJ 5/01/15 �m OF L DMJ THE LOFTS AT MEADOWCREEK 4 r = DRAWN BY: ENGINEERS FINAL SITE PLAN SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 SIGNATURE SET DMJ 6/18/1!5 DAVID M. SEN PLANNERS DIHR BY. TITLE. Lie. No. 11484 ASSOCIATES STORM DRAIN PROFILES C -25 JDB SHEET NUMBER: po Box 4119 3040 A "em °`r Square 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 1 Lynchburg, VA 24502 Charlottesville, VA N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE ��rONAL Phone: 414.3www. o Pates. asa.ys4 7o0 3001050 PP -2.dw CIVIL H: 1 "=50� Wµ -W W. „,e,d�es net 213001.05 9 V. 1 =10 091301141 29 of 30 14] W Of I-- Q z z O V M7 010 t0 W O J 0_ LJ 485 _ � i - - - - - - - - - - 485 Ag_ 480 n _ElisTlt. - - - - - j- - - 480 475 - 475 470 GI NEW - r - - 470 465 -- - - - - -- -- - 465 460 - - -1�- - .. 3LF -, 460 12T- WE 02,591AL 455 -- - _- .5396 - -_ 455 450 - - - - -- - - -- 450 445 r - Y C 14 -- -- 445 440 - - - Q - - - - - - - - -- - 440 U 435 - -- - - _ -: - -- - - - 435 © — —' 430 s 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: STORM -3 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 PROFILE VIEW: STORM -2 13 +50 14 +00 14 +50 15 +00 15 +50 NOTES: 1. STRUCTURE TOPS SHOWN ARE APPROXIMATE. ADJUST TOPS IN THE FIELD TO FINAL GRADING. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES WHEN FINAL GRADING IS COMPLETED UNLESS SHOWN OTHERWISE. 3. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. 4. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. 5. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. 6. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT- 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 1 ADDRESS 1st SUBMISSION COMMENTS DMJ 2/27/15 _ DESIGNED BY: PROJECT: SET REV. NO. 2 UPDATED STORM SEWER PROFILES DMJ 5/01/15 �m OF L DMJ THE LOFTS AT MEADOWCREEK 4 r = DRAWN BY: ENGINEERS FINAL SITE PLAN SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 SIGNATURE SET DMJ 6/18/1!5 DAVID M. SEN PLANNERS DIHR BY. TITLE. Lie. No. 11484 ASSOCIATES STORM DRAIN PROFILES C -25 JDB SHEET NUMBER: po Box 4119 3040 A "em °`r Square 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 1 Lynchburg, VA 24502 Charlottesville, VA N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE ��rONAL Phone: 414.3www. o Pates. asa.ys4 7o0 3001050 PP -2.dw CIVIL H: 1 "=50� Wµ -W W. „,e,d�es net 213001.05 9 V. 1 =10 091301141 29 of 30 14] W Of I-- Q z z O V M7 010 t0 W O J 0_ 3 a UI O r- O O C O a A 0 t� O O C4 Y O U 3 O 0 J 0 N / E; - - --- ---- - -- -- - I NOTE: HYDRANT MUST BF EOI_JIPPFD WITH CHARLOTTES- VILLE TriREADS WHICH 15 IF CAL 1-1 gNDARD. 1 � LENGTH OF BRANCH VARIES P11N 2' TO 10' 0 °) i r i i.0 FT. 1$" VALVE BO #68 STUN 36'MIN 6` GATE b e� '\ VALVE err L X 6' LEE J500 P.S.I. CONCRET- - >Q, BASE AND THRUST BLOC,', AGAINST UNDISIURBLD STABILE > >II STEF1 P11 E J3/4" THREADED RODS 10 �NHFN THE STI IS DISTURBED OR WHE� MAIN IN All INSTA - I_ATiONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHAL!- BE GALVANIZED TAE VALVE TO THE HYDRANT WTH 2 -3/4' OR ASPHALT COATED U 1F IL DID kODS IN A DDITIUN TO PCIURIN'G IF NECESSARY, A SILEL PIL AT L SH -s '. - AS A ffliTIONA UP ORT NOTE SURROUND VVFFP HO FS WITH GRAVEL AND KFFP FREE OF CONCRETE_ 2. MAIN AIN A 3' MIN OVER FROM THE MAIN TD THE FIR= HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE A'*AY FROM THE FIRE HYDRANT AND VALVE BOX 4 I rE (,A1 F VALVE IS AI SOWED IN SH0,)LDER OR BEHIND I HE DITCN. 11 IS NCO- A IOWED IN THE DITCH 5 FIRE HYDRANTS SHALL BF INSTAIH FD AT I OCATIONS WHFRE WFEP HOI FS ARE A ROV'a THE PREVAILING GROUNDWATER ELEVA71 K' N. IF RFOUIR.FD TO BF IN %VFT AREA';, THE'YVFFP HOLFS SHAiI_ BF PLUGGED AND THE HYDRANT SHALL BE F'uMPED DRY_ TYPICAL FIRE HYDRANT ASSEMBLY DETAIIL F C, 'VV 4 TD -7 JUNK - ION BOXES, TRANSFORMER PADS, PEDESTALS EI` SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES _ --t-10' 10' i WATER SEWER vT C LOCATION OF OTHER I;TIUTIES (GAS, EI FCTRIC, TEL H EPONE, (_ AB. F, FTC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20 MINIMUM WATER & SEWER 30' MINIMUM * SEE PART 3, PARAGRAPH D; SEPARATION OF VvATER & SEWER SYSTEMS. UTILITIES CROSSNG A WATFR OR SFWFR EASEMENT SHOUID BE Al- 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W I ID 1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED 3LUE IN REMOTE .AREAS ° AS DIRECTED. MARKFR LOCATION MAY BE SUB SEC TO HIGHWAY DFPARTMENT APPROVAL. TIN #SHED GRADE J ADJUSTABLE VAL.VF BOX W/ LID II 11 v 4 Z N S M.J. GATE VALVE ! 1- -� f 1 1 1 WATER 1 UN I . 2500 P.S.I. CONCRETE 4 2'x 2' BEARINGAREA. THRUST BLOC a 4 z� -- -- v NOTF : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA TYPICAL GATE VALVE NTS FIG. W - 5 1D -8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFI BEDDING 8 STON E STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL S10NL5 10 INSURL HIL 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 MINA 4MIN - INITIAL BACKFII_i ;4IMIN U N,TABI_E SOIL =_ �MI. 4IN MIN' �`_ = r--1 #oR STONE - U GRANULAR FILL AS -- -= APPROVED BY ACSA �=T � �a STABLE SOIL OR R00E STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER i_INES. 2. NO ROCKS LARGER -THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFII.L. 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 EIG. W - 2 TD 2 nl��nF�wsloN r:�IMr Ns.c.�N 6 "x4" REDUCER 1 I 6 MW.4 6" MIN. (� I AND 4" GV WITH C a A �4 4 ° e q o PLUG THREADED - - - - - - 10' MIN. FOR COPPER 5 MW- Y2' MIN. � MIN - 53�.ti �� -N r---: PROPOSALS WIL..I_ BE SI,B��iI�TED. PLUG I - 1 4 480 52_ - - 480 A ( - -- - Ul - - - -z - ST 10+77.00 475 -£XIS -- INS -- BENDS - - H 475 3" TO BUILDING - WIDEN .1 -RENCH I - -� 1.75" DIAMETER DRILLED AC COMMODATE 470 - -- - -- _ - _ 470 UN'�TF . REOUIRED. I , TOP VIEW f' 465 - 77M 3" DIAMFTFR FIAT - _ - /L 465 -- Q Z = N 460 - -r - __ I- - - - _- 2" 460 N Z) o z > w O o 45 ° 1 +28.90 --------- - - - - -- -' AI!JMINUM A,-CFSS + w 1 25 HBf -- TYPICAL METER PER 1 o _Z N.i.S. - BEND DIMENSIONS -: VOL, - ----- VOL. 1 j SIZE OF aZ ++ Qo �O- w 1 w 455 ST�t .9$ - LEW Tft- -- +�7.1. 7455 Q H O ° w 00 w Q > Z F-- p H - - - -- 2.SO �v 7l�- N C-4 a *w H JO ppOw 450 ST A. 1_0 +x.00 2.00 1 �IyT 6V 450 2.00 cn _ w u .- U a 0_is NEW 22 , 12 1.50 2.00 2.52 0.10 I 1 11 1/11 1 .50 - 2.50 0.10 445 - - - - - -- 445 3.21 0.48 10 +00 10 +50 11 +00 I 45 PROFILE VIEW: 2.66 2.77 0 WATER -1 I 8" 22 1 /2 1.66 NOTE: SEE RWSA WATER CONNECTION NOTES, -26 0.13 3.16 2.91 DRAWING C -6. 0.32 I 1 1 1/4 - - --- ---- - -- -- - I NOTE: HYDRANT MUST BF EOI_JIPPFD WITH CHARLOTTES- VILLE TriREADS WHICH 15 IF CAL 1-1 gNDARD. 1 � LENGTH OF BRANCH VARIES P11N 2' TO 10' 0 °) i r i i.0 FT. 1$" VALVE BO #68 STUN 36'MIN 6` GATE b e� '\ VALVE err L X 6' LEE J500 P.S.I. CONCRET- - >Q, BASE AND THRUST BLOC,', AGAINST UNDISIURBLD STABILE > >II STEF1 P11 E J3/4" THREADED RODS 10 �NHFN THE STI IS DISTURBED OR WHE� MAIN IN All INSTA - I_ATiONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHAL!- BE GALVANIZED TAE VALVE TO THE HYDRANT WTH 2 -3/4' OR ASPHALT COATED U 1F IL DID kODS IN A DDITIUN TO PCIURIN'G IF NECESSARY, A SILEL PIL AT L SH -s '. - AS A ffliTIONA UP ORT NOTE SURROUND VVFFP HO FS WITH GRAVEL AND KFFP FREE OF CONCRETE_ 2. MAIN AIN A 3' MIN OVER FROM THE MAIN TD THE FIR= HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE A'*AY FROM THE FIRE HYDRANT AND VALVE BOX 4 I rE (,A1 F VALVE IS AI SOWED IN SH0,)LDER OR BEHIND I HE DITCN. 11 IS NCO- A IOWED IN THE DITCH 5 FIRE HYDRANTS SHALL BF INSTAIH FD AT I OCATIONS WHFRE WFEP HOI FS ARE A ROV'a THE PREVAILING GROUNDWATER ELEVA71 K' N. IF RFOUIR.FD TO BF IN %VFT AREA';, THE'YVFFP HOLFS SHAiI_ BF PLUGGED AND THE HYDRANT SHALL BE F'uMPED DRY_ TYPICAL FIRE HYDRANT ASSEMBLY DETAIIL F C, 'VV 4 TD -7 JUNK - ION BOXES, TRANSFORMER PADS, PEDESTALS EI` SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES _ --t-10' 10' i WATER SEWER vT C LOCATION OF OTHER I;TIUTIES (GAS, EI FCTRIC, TEL H EPONE, (_ AB. F, FTC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20 MINIMUM WATER & SEWER 30' MINIMUM * SEE PART 3, PARAGRAPH D; SEPARATION OF VvATER & SEWER SYSTEMS. UTILITIES CROSSNG A WATFR OR SFWFR EASEMENT SHOUID BE Al- 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W I ID 1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED 3LUE IN REMOTE .AREAS ° AS DIRECTED. MARKFR LOCATION MAY BE SUB SEC TO HIGHWAY DFPARTMENT APPROVAL. TIN #SHED GRADE J ADJUSTABLE VAL.VF BOX W/ LID II 11 v 4 Z N S M.J. GATE VALVE ! 1- -� f 1 1 1 WATER 1 UN I . 2500 P.S.I. CONCRETE 4 2'x 2' BEARINGAREA. THRUST BLOC a 4 z� -- -- v NOTF : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA TYPICAL GATE VALVE NTS FIG. W - 5 1D -8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFI BEDDING 8 STON E STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL S10NL5 10 INSURL HIL 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 MINA 4MIN - INITIAL BACKFII_i ;4IMIN U N,TABI_E SOIL =_ �MI. 4IN MIN' �`_ = r--1 #oR STONE - U GRANULAR FILL AS -- -= APPROVED BY ACSA �=T � �a STABLE SOIL OR R00E STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER i_INES. 2. NO ROCKS LARGER -THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFII.L. 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 EIG. W - 2 TD 2 TD - 1 1 nl��nF�wsloN r:�IMr Ns.c.�N DIMFNSioN METER SIZE 1 I 6 MW.4 6" MIN. (� I A P, C a A �4 4 ° e q o � � F 3" 5' MIN. 10' MIN. M N 4" 5 MW- Y2' MIN. � MIN - 53�.ti �� d HAr`I 4" PROPOSALS WIL..I_ BE SI,B��iI�TED. PLUG I 4 1 4 A ( SIDE VIEW B L %o�I� nNULs FOR A111 BENDS r - - - -- - - - - - - - y - WIDEN .1 -RENCH TO -� 1.75" DIAMETER DRILLED AC COMMODATE i� HOLE FOR TOUCH READ ANCHOR IF UN'�TF . REOUIRED. I , TOP VIEW f' I � -- 3" DIAMFTFR FIAT AS /L . -- -- BEARING SURFACE = I UNDFRNFATH 1 1.11 HANDLE i PLUG 45 ° 24' X 36° --------- - - - - -- -' AI!JMINUM A,-CFSS MIN T HATCH TYPICAL METER VAULT 1 SECTION 2 -_2 N.i.S. DEGREE BEND DIMENSIONS VOL, FIG. W - 7 A VOL. 1 j SIZE TD - 1 1 nl��nF�wsloN r:�IMr Ns.c.�N DIMFNSioN METER SIZE 1 I 6 MW.4 6" MIN. (� I A P, C a A �4 4 ° e q o � � F 3" 5' MIN. 10' MIN. M N 4" 5 MW- Y2' MIN. � MIN - 53�.ti �� d HAr`I 4" PROPOSALS WIL..I_ BE SI,B��iI�TED. TD - 1 1 1D 3 4 ° d a a <4 e 45° 1 I 6 MW.4 6" MIN. (� I max L 2 A a A �4 4 ° e q o � � F 4 - n'ax' fl b max I d PLUG I 4 1 4 I FOR A111 BENDS FOR TEE OR WYE FITTINGS - WIDEN .1 -RENCH TO AC COMMODATE ANCHOR IF REOUIRED. mn° f' M BEDDING AS = b 1 PLUG 45 ° 4- MIN MIN T T SECTION 1 - 1 SECTION 2 -_2 PIPE DEGREE BEND DIMENSIONS VOL, TFF AND PLUGS VOL. 1 j SIZE OF (FEET) CU.YD. FEET) CU.YD.1 BEND L H T I_ H T r 90 2.SO 2.50 3.01 0.24 ! 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 1 2.50 0_is 22 , 12 1.50 2.00 2.52 0.10 I 1 11 1/11 1 .50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 I 45 2.66 2.66 2.77 0 I 8" 22 1 /2 1.66 2.16 2.69 -26 0.13 3.16 2.91 2.66 0.32 I 1 1 1/4 1.66 2.16 2 -67 0.13 I i 90 4.83 3.83 3.42 0.83 I I 10' & 12' j 45 3.33 3.58 2.95 0.43 3.83 X1.00 I ! 2-83 C.52 22 1/2 2.33 2.58 2.86 0.24 I I 11 1/4 1.83 2.33 1 2.84 0.18 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHAN SIZE, DEAD ENDS AND AT VAI_VF S. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONC'RFTE SHALL BE POURED ON ANY PART 01- THE JOINT, 4, THE CONSULTING ENGINLER SHALL BE R1ESPONSIBLE TO THE VERIFY THE TYPE 8 S,Zl, , ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W - 3 1D 3 4 ° d a a <4 e I 6 MW.4 6" MIN. (� I A a A �4 4 ° e q o I a'1 .MIN_ 6t).. 36" 5" IUR "'APOUNI) MFrFR) �1 ,� 1 1 T I 1 I 2" MIN, UVINGNUT I.00hING ASSEVBLY I uvonc� '' M "N NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR - IN - PLACE VAUI TS SHAI ... BE 4'. MINIMUM 'WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (2" METER) NTS FIG. W - %C TD -13 NOTE: PROVIDE 2"X3" REDUCER DOWN STREAM OF METER. 1 ADDRESS 1st SUBMISSION COMMENTS DMJ 2/27/ 15 = DESIGNED BY: PROJECT. SET REV. NO. 2 UPDATED WATERLINE PROFILE DMJ 5/01/'15 of - DMJ THE LOFTS AT MEADOWCREEK 1 ENGINEERS FINAL SITE PLAN SuR vEYORS DRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: w " , r K%M 3 REVISED PIPE SIZE TO BUILDING FROM 2 TO 3 DMJ 5/29/'15 v "`'! , TITLE: 4 SIGNATURE SET DMJ 6/18/ 15 DAVID M. SEN PLANNERS � Lic. No. 11484 � DIHR BY: UTILITY PROFILES AND DETAILS C -25A �o _ �w AsSOCIATES JDe PO Box 4119 3040AvernoreSqu -ePl. SHEET NUMBER' Lynchburg, VA 24502 Ch. off- dle.VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �iQ1Q Phone: 434.316.6080 Phone: 434.984.2700 ���/� H: SHOWN 30 of 30 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE xAL vw- wwwss °e.,�e.ne 213QQ�.QS 300105C-PP 09/30/14 V. NIA T W Z Z U u LO ao W J Q, 3 J UI O O O c 0 n. a) c� 0 u� 0 °o V_ N Y LD 3 -o a J 0 N - 1 NO. STATISTICS PROJECT: THE LOFTS AT MEADOWCREEK FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 2 a 0 F_ DRAWN BY: KTM DRAWING NUMBER: LT -1 Description Symbol Avg Max Min Max/Min Avg/Min Exterior Perking Areas + 12 fc 3.3 fc 0,3 k 11.0:1 4.0:1 ATBO 306LEDE85 ATBO SERIES 88W LEO -- 0.2 fc 1.8 fc 0,0 fc NIA N/A ' :;,• r.. -- 0.1 fc OA fc 0.0 fc NIA NIA 1.00 - 0.1 fc 2.1 fc 0.0 fc NIA N!A CCT 0.0 fc 01 fc 0.0 fc NIA N/A Trespass Horizontal 4- 0.0 k 0.5 k: OD k NIA NIA 20' Poles With Fult- Cutoff Non - Tilted Fixture LUMINAIRE SCHEDULE PROJECT: THE LOFTS AT MEADOWCREEK FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 2 a 0 F_ DRAWN BY: KTM DRAWING NUMBER: LT -1 Symbol Label Ltty Catalog Number Description Lamp File Lumens LLF Watts ATBO 306LEDE85 ATBO SERIES 88W LEO A 3 XXXXX R3 850MA TYPE 3 4000K t.EO Array y ATBO, 308LED Absolute 1.00 86 .. CCT E85_X3(XXX_R3 AF 8' APERTURE OPEN TWO 28 -WATT TRIPLE XC 2 AF 2t26TR-T 8AR DOWNLIG1tT 2'26TRT TUBE COMPACT AF _2 26TRT_8 1800 1.00 56 FLUORESCENT, A—}'2.eas HORIZONTAL POSITION. WST LED 11 WST LED WITH 1 • XW 7 10A700140k SR4 MODULE, 10 LED's, LED WST LED 1 1 Absolute 1.00 24 MVOLT 700mA DRIVER, 4000K OA760 4OTC__S COLOR TEMPERATURE, R4_MVOLTJes TYPE 4 LENS NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF NON- TILTED LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOT- CANDLE. ADDRESS 1 st SUBMISSION COMMENTS I DMJ 1 2/27/15 SHEET REVISION I BY I DATE NO. SHEET REVISION TMP E.L —L82 T REESI ALE L P I1B, 3934 P. 2 Z DNEII1 PLANNED RESEEIEN TI A USE= RES EDENT 4 BY I DATE IRDP INLET TOP = 467.23 LP'xLP' INLET TOP-465,B9 L2'xL2' INLET TOP = 467,49 L2'xL2° INLET TOP = 469.29 PHOTOMETRIC PLANS rrts TMP 63A -29 CA HOL EC 310CESE DE RICHMOND ALTER F. SUL LEVAN BISHOP ET AL O I.T. LB02 R 3LL ZONED: R4 ICES EDENTIAL IRF USEt ELEMEN -TARY SCHOOL. ]]IS TURTE D `c TMP 6LA -96 IlkSEPH 1. DR LO RE Il, WD DJ 1962 P. 77 ZCINED; R4- RESIDENTIAL USE; RES EDENTIAIL W.� ENGINEERS im SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434316.6080 Phone: 434.984.2700 %ww.wwassoctalcs.nct SSMH SSMH TOP= 437,52 TCP-44345 INV EN_q 3,57 IENCHMARK INV D 423,37 EX EF SAN ESMT 113 L989 P5 738 F EX 20' SAN ESMT 13 2055 PG 546 .099 Q C33 r�7b�✓ (� f'i 3 /" TMP 67A —z5 YI IC 1110CESE DF RICHMOND �. SUL LEVAN BISHOP ET AL D. E, I B 3 6 P . 444 ONEDI R4 RES EDENTIAL USE1 VACANT- t. 3 1/ E S EJ A L NOTE: THIS SHEET PROVIDED BY OTHERS L DESIGNED BY: DMJ PROJECT: THE LOFTS AT MEADOWCREEK FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 2 a 0 F_ DRAWN BY: KTM DRAWING NUMBER: LT -1 TITLE: PHOTOMETRIC PLANS DIHR BY. JDB SHEET NUMBER: 1 Of 3 WWA NUMBER: 213001.05 FILE NAME: 300105C_LT- -1.dwg DISCIPLINE: CIVIL SCALE: V. N AE DATE: 09/30/ 14 7 J TYPE XC Open Reflector, Horizontal Lamp Master Catalog Number Example: AF 21260TT 6AR 120 TAT IP I TT Series ND Wattage/ Apemne tleRage Options/ AF lamps lamp' Ise Accassorles i i� M7 See Pages sl618t. I.DIT i le Type Trim CRIOr Ymr-I Ib anM No ens aTRTS AS it Pea; CGL Gear ens WBR umber Fiml TR Wheet I lankl Bptl s ar ow CP' Cnempagrre god a . GR` Ottl l0 Sam de use Icw Bcy B IS H t,, zpecu ar WBS Wno' -ot e. pnrto groove ewimmil•mp•. OROERINGNACXADINGOPTIONS .. P .ee.e ne m w•rra 1) 5 M O p- 9 n,1 ro 1 4CComponam D k gi g T. ..-r . - own sew,. rue m•a a. w mapm+a,eru,Nmmx Iw Ta am.,•ro .Lamm a.enu m<•m uaaa ,w ymP PaYO usaMra ug o,••o, rtn¢r mu. I Cm. Heigf,l Lmgm lido Apemn Ceiling Dvermp Me p9 N Not oneNry I Tam ua - s I D)- s,AlIDO paA snq sa) sire msl 7VASt1 .,a »dm .,n1�o v vrelio,n sore naR sneD7B _ ,anon ,nlM.nl ,s,Ne(m.n » taktal sileaVl -,open s,apu5 WsnaWn ti�rem ,na,el utall ma azn ,�,ne ¢sal vvmHSn wam.n wdln.m +,nasal a,mm� ae- ,rm1u.n nv,aean alev].n s -vdnlm ,wAm.r, vss0e.n .J21M.p , vtapin -Vd ad-0 - tnaa.X ,.inmsl -- m,ea,.n +n1a» , vlse3.n a,aa..» -wlnm m7naxm mmen,m.¢w.amm•. ma.,lmmmmm,,. /1 [/x/MAYO (/W/1PN0 ova TYPE XW Gotham Downlighting Fluorescent AF Series Opultt Sy t S clf fl d. p cola 1R _ M1 Fly p. ^.Iar 'e Recto e Da,i.e au.k op 'I v oll, na... I, M1 lc j, Cg, p b f e ti,ttll p'.. Ib Jng pl p EI t I sy t m 0 ti[ k y. II 117 r' pus t.c tat'[, to plat, ockc fs' b f e I p C Hs P. thr ,dy p_ ,Ld Inp tar nr lcl c.omey,Ltc ,T. a,d OTT ,c ,c for TRr ballast;') mounted to the I - FEI :lu II d d yAh ei d of 4,fe LOU co po l G atec, nn. M t g: -.! q h d eel h h.V{ bl .t locking m 1 d h I avm d1 L,SIt,q F :l dr, cl red t- Irud and damp lo[atiorl�. Listed Wild IAbU' Co [o ,- p. Ifh Caned � S'and=.rtls. EXAMPLE: WST LED1210A70V tt)K SR3 MVOLT DDBTXD WST LED .� pn amp mmwmm mnma 9m .ry .se. ra Architectural Wall Sconce e'"a°¢ �Oi°°'•n °¢oe°w°'a'ea�'o�.a� arM wm.aw.p mF°v vm,m„eamv¢nsu nrn "i ' ✓' .wewl ma ' ,�. m•`"� aa�: rah•• wnt a"xRmI, en <,ryta.dp ayfeao -s- a1lNgtlme t0 leper AXND` IkXlnww dion. Vlee bmbmm. lbl.Do- I Pil Ph.- ehollnclueel- PT 7Pn nbol Receptacle The classic Arch( . . I Wall Smnce o now wluopw°nwaa¢wm bl th th t LED technology The Id Oned Snme.aex long -IX, free Product vith SpeeiaeatlanR ire optioned 6x sox (eW typ I f75% ped to ml Pe ow ¢HW mIr Pedamm •wen sM rylxry halide sTh,' god b—y bakup VIo n -and, , Fhegbo provides emergenry egress lighting, without the SHEET NUMBER: w,kWm ofd back -bozo to gee so installations megdty, ,n. a. CML maimein hair aesthetic oaPdv gzmmm` Hama The WST LED is idealforreplacingexisting50- yvwaht 111, ' w 0 17M metal halide -11- anted products . The .,—d service life 6 2G+yeers of nighttime use. � amnsaNra, M ) ,wramnomm EXAMPLE: WST LED1210A70V tt)K SR3 MVOLT DDBTXD list SUBMISSION COMMENTS ATrRKO EX V WEB PIN- 747 GENERAL SPECIFICATION mmmm. pmr. rm Ham: sw�.e art a,N aNe.m,m. rmnw e, eWnw¢ alw.rr¢we. rrpawwwwe. aww.eaPm mxypa. ro rmPm.,ur -zp'c lascro LFnxalromww yr w.aaww. ins mrsm. sw vo T o,„ mawew�ma0. ww a Appay.ra Er�we, rare n. Pec v aw (W - 1 sl R BE I ACALCO.COM � u.nenoatpaL _ _ � ^ Amkt m�R.T�`am�,aP,,,�^,MweW!nm -. .� pn amp mmwmm mnma 9m .ry .se. ra mniwwv��s,�m�tox.aH�m�a.�em s�e"i�a.r �nM'"m, rib.. ..,. nn wwu « m e'"a°¢ �Oi°°'•n °¢oe°w°'a'ea�'o�.a� arM wm.aw.p mF°v vm,m„eamv¢nsu nrn "i ' ✓' .wewl ma ' ,�. m•`"� aa�: rah•• wnt a"xRmI, en <,ryta.dp ayfeao -s- a1lNgtlme t0 leper AXND` IkXlnww dion. Vlee bmbmm. lbl.Do- I Pil Ph.- ehollnclueel- PT 7Pn nbol Receptacle �wmpre I W Wk bd. mqd no b ii Id Oned Snme.aex It slmae+xWkMamrype" Xxkm a �mn 30E CNim, H 6DmA Dover .Eno E13 SO.ChbiSIS00mAD,iver Pe ow ¢HW mIr Pedamm •wen sM rylxry w gvppxvpnahb` smRe '1. mRivl' own SHEET NUMBER: w,kWm red Shorting Cap 300f05C— LT -2.Awg CML svkn+rawd la[fl 1 mw � wr. :aamw JP Job Pack l4YPelle[ amnsaNra, ww ,wramnomm �Web, dad p ,krhMem le,sercu` ,.m,etmma Hum skymasep.rXny wme mueaw.arme M Wn4we list SUBMISSION COMMENTS ATrRKO EX V WEB PIN- 747 GENERAL SPECIFICATION mmmm. pmr. rm Ham: sw�.e art a,N aNe.m,m. rmnw e, eWnw¢ alw.rr¢we. rrpawwwwe. aww.eaPm mxypa. ro rmPm.,ur -zp'c lascro LFnxalromww yr w.aaww. ins mrsm. sw vo T o,„ mawew�ma0. ww a Appay.ra Er�we, rare n. Pec v aw (W - 1 sl R BE I ACALCO.COM � u.nenoatpaL _ _ � ^ Amkt m�R.T�`am�,aP,,,�^,MweW!nm -. .� pn amp mmwmm mnma 9m .ry .se. ra mniwwv��s,�m�tox.aH�m�a.�em s�e"i�a.r �nM'"m, rib.. ..,. nn wwu « m e'"a°¢ �Oi°°'•n °¢oe°w°'a'ea�'o�.a� arM wm.aw.p mF°v vm,m„eamv¢nsu nrn "i ' ✓' .wewl ma ' ,�. m•`"� aa�: rah•• a eM,xM 9 •9 m�la a"xRmI, en <,ryta.dp ayfeao -s- _�...'" m.aeiMroew.a raw vcwwc. 40N11`NO "^a`so,� z. m rwnrt,.„.a � 'wma h list SUBMISSION COMMENTS ATrRKO EX V WEB PIN- 747 GENERAL SPECIFICATION mmmm. pmr. rm Ham: sw�.e art a,N aNe.m,m. rmnw e, eWnw¢ alw.rr¢we. rrpawwwwe. aww.eaPm mxypa. ro rmPm.,ur -zp'c lascro LFnxalromww yr w.aaww. ins mrsm. sw vo T o,„ mawew�ma0. ww a Appay.ra Er�we, rare n. Pec v aw (W - 1 sl R BE I ACALCO.COM � ® SPECIFY LtAmMPILUMINAIRE TYPE u.nenoatpaL _ _ � ^ Amkt m�R.T�`am�,aP,,,�^,MweW!nm -. De It. 7-1-7-- n 4 ProtieetM�tE�wmen M roe rim w ;Xa,X.n t>m „we„marr yet ,.�p"� almrwwodwasaw , sxelwnmxMamnbsarruwymmwm. rwweam ��wmw I Eledmal Load av an .i or Tar¢+rWrogaomaa'rJJ,W'mmdawnbM . ofilx M,MnaS•R�wna•LMe ,v3r,IDnmrwPeg• an � Irrs, img T "l.w..i �,m., r_a � I ■a�n,wm m. my © 11 4. el t a"xRmI, en <,ryta.dp ayfeao -s- �sce mOdedsrrnwm.� �, �. Z. r.ayytm«,wn,m.w.m.aa.mi�Mms•v mai.e.•b..r�r• eu w•v s.romw ar¢m 7a'caw.ewrawavmnsnu Vn•b¢enP.im�ma• ma r err, eaw.basmn.a�v+wvwwpA•- mmmem.roiae,as�remm ' � nip,•nwev w•rmu�mwiiwn Mr <.n.nm..�.ma,'ws ..r,mnu.ex= aw uyn myr«m.PwmMdminn•iwa v w`xv w' am u mw,exw T wNaedwel raduaurt W�tl+.a+m � a.....nnrry•ro.mM cr<� vmewp w.b..r..oer., '.L ?NON/4 omn,mam. wn•com+�o.r+vaomz. Pmr�. zneon. wrmv,e,nv.,w.w.ua,.wu.®.. a.mr,��. � U6NT/NfT, xon m,tua'su..�arylm �.mwa� ® SPECIFY LtAmMPILUMINAIRE TYPE Pedormance N,kbgle = Voka9e w.Wm: Pnomrvy: L�l dm oW .- T Mufti -voh, 1.271V 81F © 11 4. el t a"xRmI, en <,ryta.dp ayfeao -s- .1 m gemb 11"I He 5WOK CCT.70 CRI Min. 'wma h ]t 7oM .Lee amm[31a0nn RonrMa.S pmab a.awym av FgBTlaas lbl.Do- I Pil Ph.- ehollnclueel- PT 7Pn nbol Receptacle b1RLEDE13 Ne Chips, UX0,hA Dover RX Bieck Ba paadn 917aaa &w LED aLticicaOaAm t'dennvde.Y RdKP10am Fr M10N ® SPECIFY DIFFUSER ACCENT , tl. a �mn 30E CNim, H 6DmA Dover .Eno E13 SO.ChbiSIS00mAD,iver Pe ow ¢HW mIr Pedamm •wen RMnk A n i SID itdudve ® SPECIFY VOLTAGE DISCIPLINE: ® SPECIFY OPTIONS Fat IarVml rmegcw ryaem- Itmareemu wm Lm) T CtlIYPrr mM 1paw xvmN¢namL m.vawJ Evmlaswmnaaxancaas at 7m1 pP a Phptocpnop111211 27N1 PCAL Sold State Long Lee Phobb,1 of wee gemmawrcdmammaepe, eamedrxmxmaMwanrrnrovaAawsraw.e ARKO EX V WEB PIN- 747 7 !W I BETACALCO COM $ Autobahn Series ATBO Roadway Lighting Example: ATBO 30LEDEID MVOLT R2 Mi 8L E,namal Bubble Level Enhanced Corros an Res Hoot F Wish (� House Laai he d'e Noma el SI II %L Not CSA Cenifietl MilAmeakan es iles LEI.Rric ww l,ypHYBrentl•.wm/ammrernm�.•esrtu wenenemwad wanMS•aw nFL Hxea "m,wa um ww amm H. orvasma aYnmwwensxwwwamwtwrweeakrgawremn .0 vm,awma ,n amunre'm a....e. P`maw ++Pearwao�q¢amyawlmmnprw ' Pre. rgvmrmw. m: m.wr[pmapatrnnucwr. TYPE A m Autobahn Series ATBO Roadway Lighting Applications: Flood — DX mPs Fl-d rmistno. Parking loft Features MCAL So- LlgM1:PU comparable to 7e LAW HPS res. WTte lSgmC 1 d I rtamp.loole mantl dMx 71) CRI mum -Ilio 150mK 70 LEI -mum. UWgue IP66 Hed LED hHh g P tl d0% plgM tl - E Nglt mwRn d Iktl N Dro d g P ppl g dapdmel pole sp I gA ble in II I II IV dV d yd -b - a. BEe1Rim Expecmdl,f IEDgMengiesem rM-000001,1utsal Z5C,1-70. Elecboncdrve,na+s. expected lee of IN em Lower E.eryySa..."expected of 10- 60 %ova,co, -N.HID Um ns. flobum Smge PoihdiA m Thee d,ff -t1 surge protect on opt ons m A,de a u HEENANSI C621 C IoHi lode d dAELI M dlyl h II iry3 nalbocke to,ucktlsc 11, i1 elidil el locetetl'ns tle me elec,ncalrcomparlmemior eas ty dueling at namllet on flogged d e carte um nom noosing antl tloot era polVestm powder coated forpl,imbg antl d,. ymDnr RB fire stagepre bearing antl(r IA MDI6Syeitls el ishthata ne esascdhect bech W 1111 dp s MB¢her overIWO Hours exposure to sell fog chamber loperatetl per ASTM elt]I.Optianel Enhanced Corrosion Resiment finish ICRI ses the salt spray exposure war M hours. Maria tlj s I FOrarm b-I lla't, 2'll-MB"m2- LS•ODI damate. P E 3G -II.S. abng Der ANSI C13031 Wild1 h Itl Ito th n gl D P I tot"" I NEMA3p ph I hol m d tl imm A Mtl igned ANSI.-H. S Pi 0 -., l m Ily bl Premium soldsmto lock., MI phtoconbol PCSS Ito year ratetl Id.1 E #rem I— hl Itl Mt. lacking style ph- ... hot PC11120 year ratetl irel. Muhl -I yet tl'mm g ova able to pros id scheduletl tl'mm ng as specihetl by to Optional o.lNHd Adrybteble Dumm module allow +me figm o.V,tand input in Oe Holum m ble Xexibl eM site sDe[ific reauiremenis, and also can allow sip yapPlietl in many tliaemnt applications. WARR M"&&TAMWpp¢ 5 yearlimeetld- br.Fvllwa a,x- O.lo[atetl LFD_:7lwww. [uet -Ar .ldit. mrias?arma_aotl_co.aaraRL_IFD commar cal_ omeoorsllb.asnx Rated m,-C tD QT ambiem .SAC 'Gad m U.S. and Canadian standards Compl s -ANSI: C138.Z, 0136.10 0136.11 C1?6.31, 013615, 0136.31 aron,¢nre we,awa,gNina Ina MU.r..,mmnwmm....earamr... m.enaem wm..,w..nr.pri..e.. Ar E Leup. Autobahn Series ATBO Roadway Lighting Pert- Package Pedormance N,kbgle = Voka9e Dpti[s AIBO bah. LED -LE063 Me Chips 525mA Dover .- T Mufti -voh, 1.271V Roadway Type ll flpedway Als. 170 2013 Chips 7M,A Dr ver .1 R3 Hoad --Type Ill 5WOK CCT.70 CRI Min. a1B1E0E10 Me Chips 1050mA Dr ver aB0 -V M RoatlwaVTVpa IV lbl.Do- I Pil Ph.- ehollnclueel- PT 7Pn nbol Receptacle b1RLEDE13 Ne Chips, UX0,hA Dover RX Bieck Ydod -y TyPeV a 5gumproeacp.ft1. t strut re iachn iel SUpportto 30BLEDE70 300 VHps,7U0mADnver 30BIEOEBS 300 Chips,W -Dover Field Adlustahle Output , tl. 61 Graphite WR �`- 30E CNim, H 6DmA Dover .Eno E13 SO.ChbiSIS00mAD,iver NFHd pdon +. 5. NMOVa table wXh AD, BM, MLa RMnk A n i SID itdudve Mi 8L E,namal Bubble Level Enhanced Corros an Res Hoot F Wish (� House Laai he d'e Noma el SI II %L Not CSA Cenifietl MilAmeakan es iles LEI.Rric ww l,ypHYBrentl•.wm/ammrernm�.•esrtu wenenemwad wanMS•aw nFL Hxea "m,wa um ww amm H. orvasma aYnmwwensxwwwamwtwrweeakrgawremn .0 vm,awma ,n amunre'm a....e. P`maw ++Pearwao�q¢amyawlmmnprw ' Pre. rgvmrmw. m: m.wr[pmapatrnnucwr. TYPE A m Autobahn Series ATBO Roadway Lighting Applications: Flood — DX mPs Fl-d rmistno. Parking loft Features MCAL So- LlgM1:PU comparable to 7e LAW HPS res. WTte lSgmC 1 d I rtamp.loole mantl dMx 71) CRI mum -Ilio 150mK 70 LEI -mum. UWgue IP66 Hed LED hHh g P tl d0% plgM tl - E Nglt mwRn d Iktl N Dro d g P ppl g dapdmel pole sp I gA ble in II I II IV dV d yd -b - a. BEe1Rim Expecmdl,f IEDgMengiesem rM-000001,1utsal Z5C,1-70. Elecboncdrve,na+s. expected lee of IN em Lower E.eryySa..."expected of 10- 60 %ova,co, -N.HID Um ns. flobum Smge PoihdiA m Thee d,ff -t1 surge protect on opt ons m A,de a u HEENANSI C621 C IoHi lode d dAELI M dlyl h II iry3 nalbocke to,ucktlsc 11, i1 elidil el locetetl'ns tle me elec,ncalrcomparlmemior eas ty dueling at namllet on flogged d e carte um nom noosing antl tloot era polVestm powder coated forpl,imbg antl d,. ymDnr RB fire stagepre bearing antl(r IA MDI6Syeitls el ishthata ne esascdhect bech W 1111 dp s MB¢her overIWO Hours exposure to sell fog chamber loperatetl per ASTM elt]I.Optianel Enhanced Corrosion Resiment finish ICRI ses the salt spray exposure war M hours. Maria tlj s I FOrarm b-I lla't, 2'll-MB"m2- LS•ODI damate. P E 3G -II.S. abng Der ANSI C13031 Wild1 h Itl Ito th n gl D P I tot"" I NEMA3p ph I hol m d tl imm A Mtl igned ANSI.-H. S Pi 0 -., l m Ily bl Premium soldsmto lock., MI phtoconbol PCSS Ito year ratetl Id.1 E #rem I— hl Itl Mt. lacking style ph- ... hot PC11120 year ratetl irel. Muhl -I yet tl'mm g ova able to pros id scheduletl tl'mm ng as specihetl by to Optional o.lNHd Adrybteble Dumm module allow +me figm o.V,tand input in Oe Holum m ble Xexibl eM site sDe[ific reauiremenis, and also can allow sip yapPlietl in many tliaemnt applications. WARR M"&&TAMWpp¢ 5 yearlimeetld- br.Fvllwa a,x- O.lo[atetl LFD_:7lwww. [uet -Ar .ldit. mrias?arma_aotl_co.aaraRL_IFD commar cal_ omeoorsllb.asnx Rated m,-C tD QT ambiem .SAC 'Gad m U.S. and Canadian standards Compl s -ANSI: C138.Z, 0136.10 0136.11 C1?6.31, 013615, 0136.31 aron,¢nre we,awa,gNina Ina MU.r..,mmnwmm....earamr... m.enaem wm..,w..nr.pri..e.. Ar E Leup. Autobahn Series ATBO Roadway Lighting Pert- Package Drive Current Input x CCT LLD@WIG I ImAI I Waas I Ophc Delivered Lumens aOW Efficacy lLPWI 50k HOUm 1001, H... DESIGNED BY., Led - SET REV. NO. = DMJ xma. RMM 1W0KCCT,7o Cfll lamdaml ONatM 3Pn NEMA Pholocormol I Not ova lable'n 3ai or4MV. 5WOK CCT.70 CRI Min. ,Pill poo -lbd R.l PEP SPn Receptacle 3. Not avai,able -1, DM or, P5.1ons. 3. N Ihl 'hAO,OM P-I P>ap0ons. Pain, III Gra ISmntlertll 1 V lbl.Do- I Pil Ph.- ehollnclueel- PT 7Pn nbol Receptacle 1 D' g M1 d +and thlevel Tito p'retlhum Me custom¢( RX Bieck bl.. N.Ph- mDriver lFopodl XR No Phamld1N.Recapta[la a 5gumproeacp.ft1. t strut re iachn iel SUpportto . Do.e 0a Oatk Bronze Field Adlustahle Output , tl. 61 Graphite WR �`- OM 0VI0VD'mmableDwar N '_.d. by .-I NFHd pdon +. 5. NMOVa table wXh AD, BM, MLa RMnk A n i SID itdudve Mold Level D mm rig IHxS So dSrote lsghling DISCIPLINE: II IS nd.,dl Phptocpnop111211 27N1 PCAL Sold State Long Lee Phobb,1 of SHEET NUMBER: MP' MOVP k IL' SPD 'hid rOgM red Shorting Cap 300f05C— LT -2.Awg CML Lledold S'n910 U.11 -ndmtll 09130114 IMnq T IRI kItuddatdl W red to Ll &L2 POSb- JP Job Pack l4YPelle[ Mi 8L E,namal Bubble Level Enhanced Corros an Res Hoot F Wish (� House Laai he d'e Noma el SI II %L Not CSA Cenifietl MilAmeakan es iles LEI.Rric ww l,ypHYBrentl•.wm/ammrernm�.•esrtu wenenemwad wanMS•aw nFL Hxea "m,wa um ww amm H. orvasma aYnmwwensxwwwamwtwrweeakrgawremn .0 vm,awma ,n amunre'm a....e. P`maw ++Pearwao�q¢amyawlmmnprw ' Pre. rgvmrmw. m: m.wr[pmapatrnnucwr. TYPE A m Autobahn Series ATBO Roadway Lighting Applications: Flood — DX mPs Fl-d rmistno. Parking loft Features MCAL So- LlgM1:PU comparable to 7e LAW HPS res. WTte lSgmC 1 d I rtamp.loole mantl dMx 71) CRI mum -Ilio 150mK 70 LEI -mum. UWgue IP66 Hed LED hHh g P tl d0% plgM tl - E Nglt mwRn d Iktl N Dro d g P ppl g dapdmel pole sp I gA ble in II I II IV dV d yd -b - a. BEe1Rim Expecmdl,f IEDgMengiesem rM-000001,1utsal Z5C,1-70. Elecboncdrve,na+s. expected lee of IN em Lower E.eryySa..."expected of 10- 60 %ova,co, -N.HID Um ns. flobum Smge PoihdiA m Thee d,ff -t1 surge protect on opt ons m A,de a u HEENANSI C621 C IoHi lode d dAELI M dlyl h II iry3 nalbocke to,ucktlsc 11, i1 elidil el locetetl'ns tle me elec,ncalrcomparlmemior eas ty dueling at namllet on flogged d e carte um nom noosing antl tloot era polVestm powder coated forpl,imbg antl d,. ymDnr RB fire stagepre bearing antl(r IA MDI6Syeitls el ishthata ne esascdhect bech W 1111 dp s MB¢her overIWO Hours exposure to sell fog chamber loperatetl per ASTM elt]I.Optianel Enhanced Corrosion Resiment finish ICRI ses the salt spray exposure war M hours. Maria tlj s I FOrarm b-I lla't, 2'll-MB"m2- LS•ODI damate. P E 3G -II.S. abng Der ANSI C13031 Wild1 h Itl Ito th n gl D P I tot"" I NEMA3p ph I hol m d tl imm A Mtl igned ANSI.-H. S Pi 0 -., l m Ily bl Premium soldsmto lock., MI phtoconbol PCSS Ito year ratetl Id.1 E #rem I— hl Itl Mt. lacking style ph- ... hot PC11120 year ratetl irel. Muhl -I yet tl'mm g ova able to pros id scheduletl tl'mm ng as specihetl by to Optional o.lNHd Adrybteble Dumm module allow +me figm o.V,tand input in Oe Holum m ble Xexibl eM site sDe[ific reauiremenis, and also can allow sip yapPlietl in many tliaemnt applications. WARR M"&&TAMWpp¢ 5 yearlimeetld- br.Fvllwa a,x- O.lo[atetl LFD_:7lwww. [uet -Ar .ldit. mrias?arma_aotl_co.aaraRL_IFD commar cal_ omeoorsllb.asnx Rated m,-C tD QT ambiem .SAC 'Gad m U.S. and Canadian standards Compl s -ANSI: C138.Z, 0136.10 0136.11 C1?6.31, 013615, 0136.31 aron,¢nre we,awa,gNina Ina MU.r..,mmnwmm....earamr... m.enaem wm..,w..nr.pri..e.. Ar E Leup. Autobahn Series ATBO Roadway Lighting Pert- Package Drive Current Input x CCT LLD@WIG I ImAI I Waas I Ophc Delivered Lumens aOW Efficacy lLPWI 50k HOUm 1001, H... DESIGNED BY., PROJECT: THE LOFTS AT MEADOWCREEK SET REV. NO. = DMJ 2 ENGINEERS FINAL SITE PLAN DRAWN BY: SURVEYORS /�� KTM ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: TITLE: UGHTING DETAILS Isar PLANNERS LT -2 Dw R BY: ASSOCIATES rue ' w<bmma �arM Lya¢bma..vwtdso2 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: mrm. r 213001.05 300f05C— LT -2.Awg CML H. N /A V. N 09130114 2 of 3 OEM Ec aYC 25 °C -1 35 °C b-C 102 IDi I 090 1197 11.95 r evmpmmremnvm••Ee[ wp .,Nmn el.nmx•'•vepenprma . pep¢pkee•adelWme uO mu.p wtprme ¢e ened,emperm•re. Emmtka Lrghtrng. n worm PV.aw mne]wvrnry.FV wervnH,wm¢wca,mm eRrI, xumdvida.wwcwtmnrM¢wmwtwma end_cpipNOVe¢p. ""'•.'. P[t Headguerrers , 39x5 ce ummasParA GrerMV as 6]023 HxourrearteM�.mn .ova mprnw,nemm, LI-11m uw'+•nrwm. P1•.•. •am•nwur rrmw maProtl crn wnrsRm. NOTE: THIS SHEET PROVIDED BY OTHERS DESIGNED BY., PROJECT: THE LOFTS AT MEADOWCREEK SET REV. NO. = DMJ 2 ENGINEERS FINAL SITE PLAN DRAWN BY: SURVEYORS /�� KTM ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: TITLE: UGHTING DETAILS Isar PLANNERS LT -2 Dw R BY: ASSOCIATES rue ' w<bmma �arM Lya¢bma..vwtdso2 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: mrm. r 213001.05 300f05C— LT -2.Awg CML H. N /A V. N 09130114 2 of 3 �D/ 74-Y� r liq FW- 0 0 CL _ Para t 4T - 2 114" Roof Beadn 41'- 8 1/4" Fourth Floor 32' - 6314" Third Floor 21'- 4 1/2" Second Floor 101- 8 1/4" First Floor 0'-0" 11'-4" 02 OVERALL NORTH ELEVATION 1 13 1116"= 1' -0" 01 OVERALL EAST ELEVATION �� 2 SYMBOL LEGEND DENOTES WINDOW TYPE - SEE SHEET(S) A6 SERIES FOR MORE INFORMATION W KEY PLAN NORTH 4/ � EAST p F WEST RIO ROAD 11 52a DESIGN 125 N. Hamngton St. _ _, ��.., _ Parapet � Raleigh, NC 27603 - 47 - 21/4 — i of Roof Bearing � - -- e n� — = 8 1/4" �F nW, W Fourth Floor L 63/ Third Floor ❑ MATERIAL LEGEND - - -- t _ 21� 4112. 70 B1 BRICK- TAYLOR ROYAL SALISBURY - r--i, _ SecorW Floor RECUTY �,� P1 HARDIE PANEL #1 -CREME uuo 4 11E First Floor HP HARDIE LAP SIDING - TIMBER BARK cz _ 0' -0. P8 PAINT #8 COLOR (BLACK) - INTUMESCENT PAINT 'L B7 Parki W7 VINYL WINDOW #1 - WHITE VJ QQ\ P7 PAINT #1 COLOR ( ?) i ✓ /`/ .-'�i �"( ,i �i / s i / 'J "f P2 PAINT #2 COLOR ( ?) r��� 1��;.!� ✓.- �" /���>�'r " %, .���'�."- �/'�r���;- �� ,- - � --r_ � SF7 STOREFRONT - CLEAR ANODIZED cts O PREFINISHED ALUMINUM PANEL J 03 OVERALL SOUTH ELEVATION 1116" _ 1,-n^ F41 01 OVERALL EAST ELEVATION �� 2 SYMBOL LEGEND DENOTES WINDOW TYPE - SEE SHEET(S) A6 SERIES FOR MORE INFORMATION W KEY PLAN NORTH 4/ � EAST p F WEST RIO ROAD 11 52a DESIGN 125 N. Hamngton St. Raleigh, NC 27603 919/833 -6413 919/836 -1280 FAX ClineDe%gnAssoc.com n� nW, W L U O 70 c� O cz U J VJ QQ\ / 4 cts O Q' J "> 0 0 O a r i cz E6 U PROJECT: 014011 DATE: 07.11.2014 REVISIONS: DATE DRAWN BY: JES, KB CHECKED BY: JSL OVERALL EXTERIOR ELEVATIONS A2.01474 -,f 8/8/2014 9 :55 AM