Loading...
HomeMy WebLinkAboutSDP201400036 Plan - Approved 2014-04-16II - a NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOR OUT OF BOUNDS TMP 06000-00-00-06500 JACK JOUETT DISTRICT, ALE3EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 7".1,000' FTAI 1 0010 A ZA51. �►J PLANNER -ENGINEER TY SERVICE AUTHOR! i U l L f FE �� FIR I IAL A'I: i OFF C q4ARCHITECTURAL REVIEW BOARD vil TE . BUILDI CIAL =.. , 1 i 9 y t > 1' f . { VIRGINIA DEPARTMENT°OF TPANSPORTATION r OWNER / DEVELOPER k 219 OWNER: BARRACKS HEIGHTS LLC. 195 RIVERBEND DR. v y,y i . ... . w CHARLOTTESVILLE, 2291 tl ...1.is q i f r i, _ '. DE _ E ' X %uS�; VELOPE R: ,< IMAGE PROVIDED BY GOGGLE MAPS 1730 OWEN5FIELD DRu AA,, L I G.H T I N G CHARLOTTESVILLE 22901 SHEETINDEX NO OUTDOOR LIGHTING IS PROPOSED ON THE SITE DEVELOPMENT PLAN. MAGISTERIAL DISTRICT COVER SHEET 1 �FLOOD ZONE JACK JOUEI-1 �_ - {� ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, ZONING C2 I p RO !F I� E I 5 * LOT REGULATIONS 2005 (COMMUNITY PANEL 5 1003CO267D), THIS PROPERTY DOES NOT LIE IN A ZONE A NEIGHBORHOOD MODEL DISTRICT PER APPROVED ZMA REMOVAL 2012-0000-', APPROVED NOVEMBER 18, 2013 C3 EXISTING CONDITIONS * DEMO �' LA N TRASH ! 00 -YEAR FLOOD PLAIN. ISOURCE of TITLE C4�" �.:.J I TE O V L 1 \V (EW / ! I� A� I N G EACH UNIT WILL HAVE AN INDIVIDUAL TRASH CAN. pB 4254 PG 6.60 GENERAL WATER jtl T E R AND SEWER TMP 06000-00-00-OG500 (9.42 ACRES TOTAL) C5 - 51 T E PLAN AND UTILITIES I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY BENCHMARK SITE j�C� INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE SITE DATUM NAVD58 CCPLAN AND UTI LITE✓ AUTHORITY OFFICIALS AT THE START OF THE WORK. STORM MH TOP ELEVATION 570.07 AT SITE ENTRANCE ON BARRACKS RD SANITARY MH TOP ELEVATION 553.GO AT SMITHFIELD CT. C7 - GRADING 1 LAN 2. THE LOCATION OF EX15TING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. SOURCE OF BOUNDARY & TOP O f� PLAN THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND C8GRADING STRUCTURES AS NECESSARY. BOUNDARY PLAT BY ROGER W. RAY * ASSOCIATES, INC. DB 3875 PG G5 (04/28/20 10). TWO (2) FOOT CONTOUR INTERVAL TOPOGRAPHY FROM LOU15A C9 - ROAD AND WATERLINE PLAN GEORGETOWN RD 3' WA ERANRDASEw R CONSTRUCTION STUCTIONSHALL SPECIFICAATIONS AS ADOPTED 13Y PLY WITH THE THE ALBEMAARLE C UEDITION Of THE NITY L OFFSITE UIAL TILITIES IBY ROGER W. PAY I FIELD SURVEY OF BENNINGTON ROAD AND WATERLINE PLAN GEORGETOWN �D SERVICE AUTHORITY. BUILDING HEIGHT C 10 -' ROAD AND 4• DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE C LOT/PARKING/GUIIDING REGULATIONS TABLE ON SHEET C2 ! 1 - ROAD AND WATERLINE N E PLAN OUT O F BOUNDS N D5 CT . 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800-552-7001 )). S ET BACK S ROAD SECTIONS G. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM SEE LOT/PARKING/GUIDING REGULATIONS TABLE ON SHEET C2 THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, EXISTING U S E CI 2 - LOAD AND WATERLINE PLAN 5. BE N N I N GTO N RD SERVICE LATERALS AND WATER LINES, ETC. SINGLE RESIDENTIAL UNIT 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PROPOSED U S E C 1 3 - LOAD AND WATERLINE PLAN TOWN MEW'S LN 8• VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE /� E I SINGLE FAMILY UNIT C 14 LANDSCAPING PLAN LAN VALVE DURING A FUTURE EXTENSION OF THE LINE. B MULTI FAMILY AFFORDABLE UNITS 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 2G TOWNHOME UNITS C 1 5 - AMENITY SPACE / GRE E N SPACE PLAN R T ENTIAL E VILLA TYPE UNITS 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION RESIDENyTIAL DENSITY: 5G UN ITS / 9.42 AC = 5,94 UNITS PER ACRE C 1 6 ..JAN ITARY AND PRO EI LES REGARDING BRA55 FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDIS LAN D USE SC H E D U L E THE SAFE DIRINKING WATER ACT). G� /� EXISTING Area % PROPOSED Area C 1 7 -- 5TO RM 5 E V vj E R PR O f I LE5 GENERATION ± TRIP Irl E N E R AT I O N Buildfing 2,793.8 0.7% Budding 59;083.1 14.4% C, 7 TRAFFIC GENERATION NUMBERS BY EPR PC, AS APPROVED WITH THE APPLICATION PLAN. Gravel Driveway 6,220.0 1,5% Pavement 09,577.7 17.0% CI A STO RM UVATE 1 \ D FTAI L.J Total Impervious 9,013.8 2.2% Sidewalk 30,537 7.4% C 19 - UTILITY DETAILS >, POGInkl C-nI\1TRnI kin Pry 6TI\ iF C2 1 FRCT�,IMI C-C)NITRIC)l rel aN1 _ 01 1 �nN ITPn1 P A N1 c 21 FRn5;InNIrnN1TRnI nFTA I I G Open space 401,321 ,4 97.5% Total Impervious 128,660.8 38.8% Total= 410,335.2 SF (9.42 ac.) Open Space 28 1,G74.4 GB.G% WATERSHEDS Total= 410,335.2 (9.42 ac.) THIS SITE LIES WITHIN THE MEADOW CREEK WATERSHED. PARK I.N G REQUIRED PARKING (FOR BLOCKS 1, 2, 3, 4, *5): REQUIRED PARKING (FUR MULTI FAMILY IN BLOCK 3): 2 SPACES PER UNIT FOR 47 UNITS 1.5 SPACES PER UNIT FOR 8 UNITS I GUEST SPACE PER 4 UNITS FOR 47 UNITS 12 SPACES REQUIRED I OG SPACES REQUIRED PARKING PROVIDED (FOR BLOCK 3): PARKING PROVIDED 12 SPACES GUEST PARKING AVAILABLE ON BARRACKS HILL CT, 4 SPACES EACH FOR 47 UNITS 20 ADDITIONAL ONSTREET PARKING SPACES 206 SPACES PROVIDED LE-GEND EXIST NEW DESCRIPTION 160 TG x 125 TC TOP OF CURB ELEVATION 165 x 125 SPOT ELEVATION 165 Tw x 125 TW TOP OF WALL ELEVATION 160 BW x 125 B W BOTTOM OF WALL ELEVATION BENCHMARK n-- —�— STORM SEWER _.-..._ RD ROOF DRAIN SEWER LINE _ - Vw — s' w — WATER LINE OAS GAS GAS LINE - CHE-- — oHE- OVERHEAD ELECTRIC WIRE -- UGE — UNDERGROUND ELECTRIC •s oHT OVERHEAD TELEPHONE LINE UOr — ucr UNDERGROUND TELEPHONE LINE DRAIN INLET (DI) 0 STORM/SANITARY MANHOLE C C PLUG WATER VALVE & BOX .0. FIRE HYDRANT wM ® WATER METER 0-0 0-0 LIGHT POLE -0- UTILITY POLE PROPERTY LINE — -. - PROPERTY LIN ADJACENT E !1 ® VACATED PROPERTY LINE �! BUILDING SETBACK _ PARKING SETBACK SANITARY EASEMENT --- —"—"' GRADING EASEMENT ----- DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE ------4* FENCE n STREAM — 312-- —' 12 --- INTERVAL CONTOUR _300— —oo— INDEX CONTOUR CG -2 CG -2 STANDARD 6" CURB ffi CG --6 CG -6 COMBINATION 6" CURB & GUTTER ' CONCRETE PAVEMENT j SIDEWALK RIPRAP ASPHALT �W.W�yWW GRASS EC -2 MATTING EC -3 MATTING WETLAND 10 10 PARKING COUNT 1' I CROSSWALK HANDICAP ACCESSIBLE AISLE /EN CG -12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOR OUT OF BOUNDS TMP 06000-00-00-06500 JACK JOUETT DISTRICT, ALE3EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 7".1,000' FTAI 1 0010 A ZA51. �►J PLANNER -ENGINEER TY SERVICE AUTHOR! i U l L f FE �� FIR I IAL A'I: i OFF C q4ARCHITECTURAL REVIEW BOARD vil TE . BUILDI CIAL =.. , 1 i 9 y t > 1' f . { VIRGINIA DEPARTMENT°OF TPANSPORTATION r OWNER / DEVELOPER k 219 OWNER: BARRACKS HEIGHTS LLC. 195 RIVERBEND DR. v y,y i . ... . w CHARLOTTESVILLE, 2291 tl ...1.is q i f r i, _ '. DE _ E ' X %uS�; VELOPE R: ,< IMAGE PROVIDED BY GOGGLE MAPS 1730 OWEN5FIELD DRu AA,, L I G.H T I N G CHARLOTTESVILLE 22901 SHEETINDEX NO OUTDOOR LIGHTING IS PROPOSED ON THE SITE DEVELOPMENT PLAN. MAGISTERIAL DISTRICT COVER SHEET 1 �FLOOD ZONE JACK JOUEI-1 �_ - {� ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, ZONING C2 I p RO !F I� E I 5 * LOT REGULATIONS 2005 (COMMUNITY PANEL 5 1003CO267D), THIS PROPERTY DOES NOT LIE IN A ZONE A NEIGHBORHOOD MODEL DISTRICT PER APPROVED ZMA REMOVAL 2012-0000-', APPROVED NOVEMBER 18, 2013 C3 EXISTING CONDITIONS * DEMO �' LA N TRASH ! 00 -YEAR FLOOD PLAIN. ISOURCE of TITLE C4�" �.:.J I TE O V L 1 \V (EW / ! I� A� I N G EACH UNIT WILL HAVE AN INDIVIDUAL TRASH CAN. pB 4254 PG 6.60 GENERAL WATER jtl T E R AND SEWER TMP 06000-00-00-OG500 (9.42 ACRES TOTAL) C5 - 51 T E PLAN AND UTILITIES I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY BENCHMARK SITE j�C� INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE SITE DATUM NAVD58 CCPLAN AND UTI LITE✓ AUTHORITY OFFICIALS AT THE START OF THE WORK. STORM MH TOP ELEVATION 570.07 AT SITE ENTRANCE ON BARRACKS RD SANITARY MH TOP ELEVATION 553.GO AT SMITHFIELD CT. C7 - GRADING 1 LAN 2. THE LOCATION OF EX15TING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. SOURCE OF BOUNDARY & TOP O f� PLAN THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND C8GRADING STRUCTURES AS NECESSARY. BOUNDARY PLAT BY ROGER W. RAY * ASSOCIATES, INC. DB 3875 PG G5 (04/28/20 10). TWO (2) FOOT CONTOUR INTERVAL TOPOGRAPHY FROM LOU15A C9 - ROAD AND WATERLINE PLAN GEORGETOWN RD 3' WA ERANRDASEw R CONSTRUCTION STUCTIONSHALL SPECIFICAATIONS AS ADOPTED 13Y PLY WITH THE THE ALBEMAARLE C UEDITION Of THE NITY L OFFSITE UIAL TILITIES IBY ROGER W. PAY I FIELD SURVEY OF BENNINGTON ROAD AND WATERLINE PLAN GEORGETOWN �D SERVICE AUTHORITY. BUILDING HEIGHT C 10 -' ROAD AND 4• DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE C LOT/PARKING/GUIIDING REGULATIONS TABLE ON SHEET C2 ! 1 - ROAD AND WATERLINE N E PLAN OUT O F BOUNDS N D5 CT . 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800-552-7001 )). S ET BACK S ROAD SECTIONS G. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM SEE LOT/PARKING/GUIDING REGULATIONS TABLE ON SHEET C2 THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, EXISTING U S E CI 2 - LOAD AND WATERLINE PLAN 5. BE N N I N GTO N RD SERVICE LATERALS AND WATER LINES, ETC. SINGLE RESIDENTIAL UNIT 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PROPOSED U S E C 1 3 - LOAD AND WATERLINE PLAN TOWN MEW'S LN 8• VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE /� E I SINGLE FAMILY UNIT C 14 LANDSCAPING PLAN LAN VALVE DURING A FUTURE EXTENSION OF THE LINE. B MULTI FAMILY AFFORDABLE UNITS 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 2G TOWNHOME UNITS C 1 5 - AMENITY SPACE / GRE E N SPACE PLAN R T ENTIAL E VILLA TYPE UNITS 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION RESIDENyTIAL DENSITY: 5G UN ITS / 9.42 AC = 5,94 UNITS PER ACRE C 1 6 ..JAN ITARY AND PRO EI LES REGARDING BRA55 FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDIS LAN D USE SC H E D U L E THE SAFE DIRINKING WATER ACT). G� /� EXISTING Area % PROPOSED Area C 1 7 -- 5TO RM 5 E V vj E R PR O f I LE5 GENERATION ± TRIP Irl E N E R AT I O N Buildfing 2,793.8 0.7% Budding 59;083.1 14.4% C, 7 TRAFFIC GENERATION NUMBERS BY EPR PC, AS APPROVED WITH THE APPLICATION PLAN. Gravel Driveway 6,220.0 1,5% Pavement 09,577.7 17.0% CI A STO RM UVATE 1 \ D FTAI L.J Total Impervious 9,013.8 2.2% Sidewalk 30,537 7.4% C 19 - UTILITY DETAILS >, POGInkl C-nI\1TRnI kin Pry 6TI\ iF C2 1 FRCT�,IMI C-C)NITRIC)l rel aN1 _ 01 1 �nN ITPn1 P A N1 c 21 FRn5;InNIrnN1TRnI nFTA I I G Open space 401,321 ,4 97.5% Total Impervious 128,660.8 38.8% Total= 410,335.2 SF (9.42 ac.) Open Space 28 1,G74.4 GB.G% WATERSHEDS Total= 410,335.2 (9.42 ac.) THIS SITE LIES WITHIN THE MEADOW CREEK WATERSHED. PARK I.N G REQUIRED PARKING (FOR BLOCKS 1, 2, 3, 4, *5): REQUIRED PARKING (FUR MULTI FAMILY IN BLOCK 3): 2 SPACES PER UNIT FOR 47 UNITS 1.5 SPACES PER UNIT FOR 8 UNITS I GUEST SPACE PER 4 UNITS FOR 47 UNITS 12 SPACES REQUIRED I OG SPACES REQUIRED PARKING PROVIDED (FOR BLOCK 3): PARKING PROVIDED 12 SPACES GUEST PARKING AVAILABLE ON BARRACKS HILL CT, 4 SPACES EACH FOR 47 UNITS 20 ADDITIONAL ONSTREET PARKING SPACES 206 SPACES PROVIDED ZMA 2012-00003 was approved on November 18, 2013 by the Albemarle County Supervisors with the following Proffers: 1. Affordable Housing. The Owner shall provide 8 affordable housing units, in accordance with guidelines established by the Albemarle County Department of Housing and approved by the Albemarle County Board of Supervisors on February 4, 2004, within the Project in the form of 2—unit stacked multi—family buildings constructed on four (4) attached lots. The multi—family buildings shall be comprised of upper and lower level residential units 7/8, 9/10, 11/12, and 13/14 as shown on the Application Plan. Each two—unit apartment building shall be owned by the same owner and each two—unit building shall be located on a single lot. Before the Owner applies for a building permit for any residential unit within Block 1 of the Project, as defined in the Application Plan, the Owner shall have offered for rent, as provided herein, each Affordable Housing Unit within the Project. The Owner shall convey the responsibility of constructing the affordable units to the subsequent owners of lots designated affordable on the site development plans or plats. For—Rent Affordable Units. (1). Rental Rates. The initial net rent for each for—rent affordable unit shall not exceed the then—current and applicable maximum net rent rate approved by the County Housing Office. In each subsequent calendar year, the monthly net rent for each for—rent affordable unit may be increased up to three percent (3%). For purpose 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 shall apply for a period of ten (10) 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 low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). The Owner of each Affordable Rental Unit shall, at the request of the Albemarle County Office of Housing, provide written reports documenting rental rates and occupancies of the affordable units. (2). Conveyance of Interest. All deeds 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 oaf this paragraph 1. 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 1. 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 1(2) have been satisfied. 2. Residential Units. There will be a maximum of 56 dwelling units on 52 lots within the development, The existing . house and adjacent garage is identified on the Application Plan as a single—family detached dwelling unit. Forty—seven (47) of the 56 dwelling units are identified on the Application Plan as single—faimily attached dwelling units. The remaining four (4) lots are identified on the Application Plan as having two (2) dwelling units per lot: a 2—unit stacked multi—family building. The units on these four (4) lots shall be coinstructed and maintained as two—family dwelling units as defined in the Virginia Uniform Statewide Building Code. The Declaration of Covenants for Out of Bounds shall contain the following language for the 8 units: `The multi—family/ADU units on lots 7/8, 9/10, 11/12, and 13/14 within Out of Bounds are constructed and must be maintained as two—family dwelling units as defined in the Virginia Uniform Statewide Building Code." 3. Cash Proffers for Residential Units. The Owner shall contribute cash for each new residential unit in excess of the nine (9) residential units the Owner has demonstrated could be constructed under R-1 Residential zoning in existence at the time of this zoning map amendment and that is not classified as 'an affordiable unit for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e. schools, public safety, libraries, parks and transportation. The cash contributions shall be Twenty Thousand Four Hundred Sixty and 51/100 dollars ($20, 460.51) cash for each new single family detached dwelling unit. The cash contributions shall be Thirteen Thousand Nine Hundred Thirteen and 18/100 dollars ($13,913.18) cash for each single family attached or townhouse dwelling unit. The cash contribution shall be paid at the -time of the issuance of the building permit for each new unit, unless the timing of the payment is otherwise specified by state law. Beginning January 1, 2014, the amount of the cash contribution required by this proffer shalll be adj�isted 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 fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, and .the denominator of which shall be the MSI ms of December 1 in the year preceding the calendar year ,most recently ended. 4. Public Road Improvements. At its sole expense, the Owner shall plan, design, bond and construct the following road improvements in the location shown on the Application Plan. The improvements shall bye designed and constructed to County and VDOT standards, including the design and construction of related drainage, slope and utility easements, as applicable. Either as a condition for the issuance of the first certificate. of occupancy for any structure or upon request by VDOT, whichever is sooner, the Owner shall complete constrruction of the improvements described in paragraph B. 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 improvements described in paragraph C. Construction of travel lane improvements shall be deemed complete when the County Engineer determines that the roadway is safe and convenient for traffic. A. Bennington Drive Connection. A public road shall be constructed from Westminster Road to the extension of Georgetown Road through the existing platted 50' ROW as shown on sheet 7 of the: Application Plan. The road shall be 24' in width from face of curb to face of curb and a single 5' sidewalk shall be provided on one side of the road. B. Modification to Signal at Barracks and Georgetown. The Owner shall design and construct modifications to the traffic signal at the site entrance to accommodate the extension of Georgetown Drive into the Property as shown on the Application Plan. The modifications to the existing signal will provide a new (fourth) leg �or the signal that will allow vehicles to exit the Property at the intersection. C. Modifications to Existing Turn Lane. The Owner shall extend the existing east bound left turn lane from Barracks Road onto Georgetown Road as shown on Sheet 4 of the Application Plan to provide 150' of total vehicle storage length. 5. Offsite Drainage Repair and Maintenance. Impacted Properties: The properties with drainage channels pertaining to this paragraph 5, are as follows: TMP 60D, Section H, Parcels: 3,4,5,6, 12,13,14,15, 16A, 28 and 29, AND TMP 60D, Section F, Parcels 7 and 8. Definitions: As used in this proffer the term fully flowing channel shall mean: Drainage channel clear of any impediments that in the opinion of the County Engineer would prevent storm water runoff from freely flowing through the channel. As used in this proffer the term existing channel conditions shall mean: The shape, slope, lining conditions, width, side slope and vegetative state of the existing storm water channel that follows the existing drainage easement as approximately shown on the plot recorded in DB 485 PG 522 and in the condition as it exists today. As used in this proffer the term impacted property owner shall mean: A property owner of a Trot that it is physically impacted by the proposed repair or maintenance of the drainage channel. The impacts may be those caused from direct repair or maintenance of the channel on the property or the movement of materials or equipment through a property to maintain the drainage channel on a neighboring property. As used in this proffer the term permission from impacted property owner shall mean: written (permission obtained from the property impacted by performing required maintenance or repairs. The Owner will send the request to the impacted property by certified mail. If the impacted property does not respond to the initial request within 15 days a second certified letter shall be sent. If the impacted property owner dloes not respond in the affirmative within 10 days the permission will be deemed to be denied. The current acting president of the Canterbury Hills Association shall be copied on all correspondence to impacted property owners. As used in this proffer the term drainage channel shall mean: the portion of the channel throuigh the Canterbury Hills neighborhood (as shown approximately on the attached Exhibit A) that that is (composed of the underground drainage system located on the northeast side of Smithfield Road, the drainage pipe under Smithfield Road, the drainage pipe located on the southwest side of Smithfield Road, the stone—lined ditch located at the end of that pipe, the portion of the creek from the end of the stone—lined ditclh until it goes under Westminster Road. At its sole expense, the Owner shall perform initial repairs and provide continuing maintenance of the drainage channel through the Canterbury Hills neighborhood as shown approximately on the attached Exhibit A. The task associated with the repairs and maintenance as outlined below shall be conditioned on the ability of the Owner to obtain written permission from impacted property owners whose property would be physically impacted by the repairs or maintenance. There shall be no obligation on the Owner to perform maintenance or repairs on an impacted property owner's property if permission from the impacted property owner is not obtained. Any damage done to existing vegetation, landscaping, or structures on the impacted properties during repair or rrmintenance shall be repaired or replaced at the Out of Bounds Owner's expense. The obligations of this proffer shall pass from the Owner to the Home Owners Association (HOA) of Out Of Bounds upon establishment of the HOA. A.Initial Repairs. Prior to the Owner requesting issuance of a building permit for the Property, the Owner shall perform repairs to the drainage channel as necessary to maintain a fully flowing drainage system. This will include removal of logs and debris from the drainage channel, removal of brush and shrubs overgrown within the drainage channel and removal of silt deposits in the drainage channel or pipes within the limits of the drainage system to be repaired. The storm drainage structure shown as structure #1 on Exhibit A shall be modified to prevent clogging by modification of the structure grate and ditches approaching the structure as approved by the County Engineer and VDOT, B. Maintenance. The Owner shall perform yearly inspections of the drainage channel to determine if any additional maintenance or repairs are needed to maintain a fully flowing channel. Any debris or impediments that would reduce the capacity of the drainage channel and or pipes in the drainage system shall be removed either during inspections or, if it is not possible to do so during the inspection, within 7 days thereafter to maintain the drainage channel as a fully flowing channel. The Owner shall submit an inspection report to the County Engineer within 30 days after each inspection. The report shalll identify all needed repairs, describe the nature of the repairs to be made, and state the time within which the repairs will be completed. The County Engineer may, within 14 days after receipt of the inspection report, require that the repairs identified in the inspection report be completed in less time than proposed by the Owner if the County Engineer determines that it is reasonable and necessary under the circumstances to require the repairs to be completed within the time he determines, taking into consideration the nature of the repairs, their complexity, and the risk of imminent damage to the impacted property owners' properties if the repairs are not timely made. All maintenance and repairs shall be completed to the sole satisfaction of the County Engineer. At the request of the Canterbury Hills Association in writing, the Owner shall perform up to two (2) additional inspections and repairs per year. The Owner shall provide a copy of the request to the County Engineer within 14 days after its receipt. Any needed maintenance or repairs identified during an inspection shall be made at the Owner's sole expense. C. New Drainage Improvements. The Owner shall pay 5% of the cost for the construction of any new drainage improvements associated with the drainage channel initiated by the Canterbury Hills Association or any impacted property owner if the Association or the impacted property owner provided written notice of the improvements to be constructed and their cost to the Owner prior to the physical construction of the improvements commencing. The Owner shall provide a copy of the written notice to the County Engineer within 14 days after its receipt. Payment shall be made by the Owner to the Association or the impacted property owner within 60 days after receipt of proof of payment for said construction. The Owner shall provide a copy of the proof of payment to the County Engineer within 14 days aftler its receipt. The new drainage improvements shall be considered to be part of the drainage channel and the Owner shall maintain the new improvements as such at its sole expense as provided in this proffer and, in particular, in paragraph B. OPEN SPACE PROVIDED OPEN SPACE AREA OPEN SPACE A .97 OPEN SPACE B .22 OPEN 5PACE C 1.30 OPEN 5PACE , D .40 TOTAL: 2.89 AC DEVELOPMENT BLOCK SUMMARY BLOCK ACREAGE PERMITTED PERMITTED RESIDENTIAL MAXIMUM RESIDENTIAL MIN. RES. LOT MAX BLDG USE BUILDING TYPES DENSITY 51ZE BLOCK 1 1.20 RESIDENTIAL TOWNHOUSE G UNITS 3200 5F BLOCK 2 0.68 KESIDENTIAL SF RESIDENTIAL 15FD UNIT 21,780 SE N/A BUILDING SEPARATION 30' FROM ROUTE 45' (n BLOCK 3 0.57 RESIDENTIAL TOWNHOUSE I I UNITS 1 500 5F � MULTI -FAMILY o BLOCK 4A 0.77 RESIDENTIAL TOWNHOUSE G UNITS 3200 5F BLOCK 45 0.78 RESIDENTIAL TOWNHOUSE G UNITS 3200 5F BLOCK 5 1.34 RESIDENTIAL TOWNHOUSE 2G UNITS 1 500 5F BLOCK GA 1.25 OPEN SPACE N/A N/A N/A BLOCK GB 0.33 OPEN SPACE N/A N/A N/A BLOCK GC 0.43 OPEN SPACE N/A N/A N/A BLOCK GD 0.34 OPEN SPACE N/A N/A N/A BLOCK GE 0.14 OPEN SPACE N/A N/A N/A INTERNAL o A 5HARED WALL) RIGHT-OF-WAY 1.59 PUBLIC R.O.W.. N/A N/A N/A DEDICATION BLOCK 413 32' 1 6' - 25' TOTAL 9.42 151 45' 5G MAXIMUM FOR BUILDINGS WITHOUT (NOTE 2) LOT / FARKING / BUILDING REGULATIONS BLOCK MIN LOT WIDTH FRONT PARKING SIDE BUILDING REAR BUILDING MAX BLDG BUILD -TO -LINES SETBACK SETBACK SETBACK HEIGHT l- 15' (WITH MINIMUM G' BLOCK 1 32' 15, - 3G' N/A BUILDING SEPARATION 30' FROM ROUTE 45' (n FOR BUILDING5 WITHOUT G54 E n � A SHARED WALL) o BLOCK 2 N/A N/A N/A 3' 151 35' �(AEEo 15- (WITH MINIMUM G' 0 BLOCK 3 18' G1_ 18' S0' FROM ROUTfE 654 BUILDING SEPARATION FOR BUILDINGS WITHOUT 15 45 (V A SHARED WALL)) a 15' (WITH MINIMUM G' V) BLOCK 4A 32' 16'- 25' N/A BUILDING SEPARATION 151 45' o FOR BUILDINGS WITHOUT � o A 5HARED WALL) O U 15' (WITH MINIMUM G' BLOCK 413 32' 1 6' - 25' N/A BUILDING SEPARATION 151 45' FOR BUILDINGS WITHOUT A 5HARED WALL) 15' (WITH MINIMUM G' `r BLOCK cJ 18, 6- 15' N/A BUILDING SEPARATION 15' 45' ,- FOR BUILDINGS WITHOUT a> N N — N A SHARED WALL) 00 1) 0 0 e 0 Z N W Q+ W ^ Z It Z •• W W Q o =_ Cj� 1 a V � N o N N W F" J Z _J CTl Z W 0 �o W _J Q �I N 0 Lic. No. 4 183 SSIONAL V, z Scale Sheet No. 8�C2 OF 23 ,`� File No. ��'� 12.014 OCZCZ l- W EE (n E n � o U 0+ 0 �(AEEo 0 LU 0 <ca V U (V a � V) ¢¢v o � o O U a `fi `r W 0 0 ,- a> N N — N N c N o CD"00 CD CD CL > cp Scale Sheet No. 8�C2 OF 23 ,`� File No. ��'� 12.014 TAI IILLS � CANTERBURY HILLS, CANTERBURY SEC ON FOUR Existing DI to be SECTION 1, DB 388 WESTMINSTER ROAD D 8.454-148 PLAT TMP 60A-12-12 Relocated PG 576 (PLAT) 5Q'_R_OW) Condominiums at Hessian Hills D•g'393-295 Ex. Tree BURY HILLS, SECTION THREE, — — I D.B. 2866-60, 119 Plat CANTER _o e TMP_ _ - --- � D.B. 1215-446 l O�ODO-00—OF-002�60DO-00-01`-00300 D TMP 060DO-00—OF-00400 JY. P.B. XI 297 Through 304 _ __ D.B. 1137-317 ------ r- TMP 060DO-00 OF -00100 Qiao or Fang Xu TMP Tryon F. Jr. & TMP TMP I Xie Jervey P. Bauer P.B. X1-140 D.B. 1094-4090 TMP 060D0-00—OE Arthur M. Sc James S encer or TMP I Johanna L. DB 454 PG 303 HWY. P.B. XI -59 060D0-00—OE � 060DO-00—OE _00500 I 060D0-00— �, DB 2698 PG 456 P �� TMP I 060DO-00-0E —00400 I —00600 � Zoned: R2—AIA I Dianle Nevers Zoned: R2—AIA CURB TO BE REMOVED —00200 —00300 I I Juanita M. Purvlsl Shallowa I _ 060DO-00—OE—(001001 I Jason R. or Amy, Willie E. Thomas �„ y Use: Single Family, Birdojn Use: Sin,glq Fa il,y� - --,, FOR LEFT TURN LANE >= 1 ' Jose h R. 8e I y Trustee " g y 64 �1 PG '651 r e id�n e % \ P Marvin L. 8c Haze DB 401 PG 437 �. � . INSTALLATION i William W. Clegg III Noreen S. I E. K. Chestnutt IDB 2882 PG 6231 DB 1582 PG 540 ^z ne A `; Residence ` ,' ,/' �'` t \ Wig 1 & Sarah B. Bates I B. Colker DB 3615 PG 1941 (Zoned: R2—E —AIA Z I ,bnedl R2�-AIl�' / , TMP 060DO-00—OF-00600 EXISTING 15" , Hannemann I DB 439 PG 392 ' I Zoned: �' Z S1 le i / \ ` Trustees 1 Zon d: _ Use: Sin le F g y s Singlet F y \\ , eol ge W. & Sue F. Erickson I 'TORM SEWER DB 509 PG 390 I e 2— A I 9 0 0 Re idenJce I WB 124 PG 475 Zen d. 1 es' c z I -� Re iden`ce� I DB 3247 PG 320 VDOT CONTROL ZOne _ SI I amity" ` , 1 , ,_ , 11 � R EC AI/� � R2 ,�`C AIA R Iden e � �- i I i MONUMENT FOND i J Zoned: —EQ AI /1 / }�2_EC— Z se•� n Family, R rice I , WIPE , , / Zoned. R2—AIA II 1 g''le am;t S) i g e,' amity /� R siden �, ' 1109. Ex. Fen I, { F`OUNI \ `\\ `\ \\ Use: Forest / s�. Sing- 6 Fa Resir�:n ce `��' S5O°55'34"W _ _ t �To Be 1Remolved \ \ TI LINE e, i0entce , t . �� i 978.46 \ aS '10'27 r , / bN ,J - Exl5ting Ley(land CypreS _ /' - / I s ` ` s - - - - - - - Re ce I r \ \ ' 122 E h^ / / / UND / i To Remain- / / �/ t \ \ \ \ � � EXISTING SIGNALIZED S44°06 47 �V \ +� I, � 1 � y INTERSECTION TO BE 8.00' 1 \ , // Ex. Fence / / i /' 1 ; `\ ` \ \ I Q 1 ' EX. ole ' , , / ,� 10� I�i(elcght , ,' , , ` `` `` `\ ` �M�'`` 060DO-00—OF-00700 -1 RECONFIGURED FOR FOUR , �, 1 x'1.27 , / � j To Be Removed,-1 �, �, 1 � � � LEG INTERSECTION To Rerr \ l j 1 j \ \ O- - / ` \ ` 4 ` `herWin H. Jr. 8C -- v � � \ 1 \ - / Ex. Treeiirre ,' ,' ,♦ ,' l \ `� `\ \ I � \ SIGNAL DETAILS TO BE -Signa Pol / , , , \ 1 ,/ / i \\ \ \ ` , , N u: / , / 1 r � Removed'I." I I I I 1 r 1 PROVIDED WITH FINAL" - i r 1 I (Elizabeth M. Terry N •o re ain IR6N / / 1 1 r I \ LO SITE PLAN. REFER TO ars' Ex, Cork. lab { �; . (Typ' '1D13 509 PG 001 SIGNAL DESIGN PLAN 9Y SigPQ) ox I �`(: r r \ I , I _ _--- --'' '' ;' ' I I Zoned: R2—AIA EP PC 5 -- - \ O t ` 1 ` i \ Q ` // - "" - _ _ Ex. Treeiine , ' / % ' t t r PPC *T be re c I __ -' / NATE , , Ex Grav I ! 1 I / / /00 s T SALVE i ` ' ' Dr'� wa ' i ' ' `, - To Qe'Removed / ' Us'e: Single Family Res - e d-- _ROU� 65 �'� \ �\ Tree Toe 'I % '/ — / pP PAVEMENT 1 A \ ` • .<. ` r! 1 y I `Y" o ' `\ % -' ' �'w ' ' ' ' 5 T� O D `\ 1 1 Re oveLLt, 1 t ! t — _— / Q7 / j ti w�T GEO�� `NN �? ` \ I I o f _ ,, ,,-'' _ - - /� �';'TM�� 060D0-00—OF— ,\\ �\ , �x. Fynce i , I l , ,` TMP .06000— 00 ,x'10— O6'wo` ,' �; +� � �@ ` I . I - - '' RRACKS H,E1GHTS--LLC. ' "` �~ To FB Rgmoveai I f f r ,' i - / ; Ndncy� Lee Y. Kozub (ii!; �j�s Ex. Si nai Pole � -o \ 1 \ 1 r _ ,- - g O Ex. s nall, I I r - .-'' D :k~1869 P I I 1 4 /------------ DB 4 54 PG -660 - o EXISTING ROW ! I , ' /,,-' _ ! \ � and I irin box i / �'/ � �' - � / \ i ,r E Frees @fit �� l.. , to b relobated t I , I I t '� t r / _ i- �'� ,' ENT EASEMENT, ; ; ' ; / / _--- -------"-- _ — ,,-DB- ' 3882 P� 32,7 — — To ,Be Removed q I l - r �l Sid DISTANCE ` ` 1 1 + I Ex. Historic,` ,, t ,:- ' DB 3439 PG 7/09 _ • ? POET � 5 ! \ t FOR SIGHT `\ \ � \ OG\I , I , , � ! � __ .._.._..__.._.._ _ O5-207) \ ` ! I 4 t tt ', I l HomA Site ! Q _ - ,'' ✓ _ -- _ ♦' / 1 as (D.B.14\ p I I 1 I 1 I I WELL \ �� t -- — _ Des' 439 PG 70 1_1/ -" - f� - w I \ 1 1 1 \ �' DB 31-.0&'PG '�8 -T M _ � I " , , ,Trees Tp Be / J - 9 - POL TBR i \ \ , , I \ , TMP 60A 14 _ 1 1 Rem o ed � WB 111 P G 0 \ \ � 6 Verlease J. Bell W.B. 139-368 \ ` \ \�`;\� Ex', Fence,\ ,`1 1� 0 \ D.B. 1213-340 \`\\ °�To Be \Relocated \ { 1WY. P.B. XI -288 Through 291 D.B. 840-134, 135 Plat �� ��`�\ 5> `\ �0 '0 D. B. 422-187 y`�� �� 9��12�F 1 1 \ \ HWY. P.B. IV -2 �c 3 QQ \ r' _ r� �' 0� \ \\ OG { Exp Fence)y \\ 0\r1Ej� EMO \ To Be\yReloc4ed so 0 V`\ \\ 6' OSS �Q\\�` \ "'� POLE 'I S8�°17'17"E ` \� IN • �' \ I 4.28' \ \ \ 11.76' '� l \ "�; \ 1 \� —` PIPE `\ , _w;.s s� TMP �050 01—OF-009'09 1-40-5- PGt :. S-amI ,t-f�. for Rgnia S. AlVul = 9.42_( -cies,- l °5� \ -_ " 0B 2092 PG 310 Rw R1 ,F ---X60 >- Ex. G rage a�\ , z �- _Zoned: R2—AIA fy Outbuil in s To`. ` �` `, \ \ \ r Use: SingJe--FCim1j �e ,idenc ( rt o g \ --_ �; lU�e:'-Single Family Re sidince m Be Removed ,tK�\ O' Li Ex. �reelineto Be o ` `' ' Ex. 'Gaunt Basin - s Ex. Utility Pole `� \ \ `. \� T � �\ `\ `\ ,`� I ``_ � \\ To Be Removed `\ I \ \\ \(yp.� \ I be Y-,emove-d.__ -S� U i \ , = --"' T 2,3OD0-00—OF— 01000 I \ \ --� �_ am -es William Simmons NNN � \\ , \ 1 �\ - _ - Managed `\ r { � �� .,\ \� —, _ --- _ \ �. ,' .---- ' ---- Trustee \ Critical , / E)c: Fence s'2 Dg 4144 PG 445 \ ' `~\ , ' ,� "-// `\� � T9 -13e Removed \ se's \ - \ _r \ -- _-- Zoned: R2—AIA \\ �\------------------ --- -_ �, \;"- - U ngle Family Residence \` \\ --'' ' F ND \ i \ \ ------ " , N54 0'53"E \ , �o A \\ BIND 90,008 `\ �`. \ Ex. Fence-- --- _.� - 58g \\ ``\ - - - - - - - - \ �\ ,` E�c<' ence \ \ / \\ \ . ,/10 emaia- -- _ h \\• \ \ to Remain `\ ` \ I - TMP 06000-00 00-04E0 N;�;, University of Virginia Foundation HUNTWOOD LANE "� C/O Sunrise Senior Living \'\\\ DB 2712 PG 325 "� DB 1058 PG 124 (Plat) q�. Zoned: PRD—EC—AIA `.: Use: Mixed Residential \ \\ \ \ \ 50 0 50 100 150 Vwmmmmmm Scale: 1 "=50' o vJ py Lic. Uo. 45183 0 ��SSr�NAL E� s WL IS BELIEVED TO BE 10"0 CONTRACTOR TO FIELD VERIFY AND ADJUST TS&V AS NECESSARY, CONTRACTOR TO ADVISE ACSA INSPECTOR IF WL IS NOT 101'. I I I i r i �w NEW FENCE ■ • • • r�U ER 11 LOT 45 LOT 46 LOT 47 (BLOCK 3) (BLOCK 3) Parallel arkin Spaces TYP New 5' Sidewalk C1 - -, 1,749 SF 2,137 SF E� Y” W BUOCK 4A ( ) 1 InI m 00 1 6 167 SF � 10 W6,801 SIF f a,i� 11 I ; , LOT 8 G REST ICTION LI i '. (BLOCK 4B) (BLOCK 4A) 4,863 SF I C7 m a 6 4 85 SF 27 1 , M i 1T 11 (BLOCK (DEEDLOII' � tr 1 � I 2,079 SF (BLOCK 4A 6,239 SF i 1 f! •4 LOT (BLOCK ,. i— WM ' t I. EI ;; I LOT 28 I I I 00 a • 27 rl (BLOCK 5)2,079 Iinb M (BLOCK 48 , , , T� i LOT 2' (BILOCK 4R) SIF e a 1 n ` I I 4 f 843 SIF ► ti •' y 'i u ■ • (BLOCK 5) TO BE Wrl• t LOT 29 NNECT T0 4" LAT. (TYP),._....-' ' '. (BLOCK I • 1 !LOT 3 Sin I En (BLOCK 4A) `3 LOT 35 NE 20 SAN. I # 5„963 SF (BLOCK 52,079 EA EMENT 1k •J v t 15' BSL _ ■ �� ' L'Im SIF ................... I b' ' (BLOCK 5) I t 3' 8S ; g. f 79 SF +21 USS• 4 hU0 2 , (BLOCK n�� i/ -9 44RM SEWER- IA t ►� fill I i 3 BSL ^` 1 �• LOT 45 LOT 46 LOT 47 (BLOCK 3) (BLOCK 3) (BLOCK 3) 2,145 SF 1,749 SF 2,137 SF E� Y” W BUOCK 4A ( ) 1 InI m 00 `1 �I , I I , , I 1 New 5' SidQI 2,352 SF I 5' BSL 4 • I' fs � li t LOT 7 BLOCK 4B 5,804 SF— =Zzaa Lo 6 I �E••_ LLJ •.• LOT 4-;, E� 2,352 SF I 5' BSL 4 • I' fs � li t LOT 6 (BLOCK 4A) I 5,699 SF --- - --- - 7- ' I. 1 \-5' CONC. LOT 7 BLOCK 4B 5,804 SF— WALKING TRAI Lo 6 I �E••_ LLJ •.• LOT 4-;, E� Y” W BUOCK 4A ( ) 1 InI m 00 1 6 167 SF � 10 W6,801 SIF f a,i� 11 I ; , LOT 8 I LOT 5`' '. (BLOCK 4B) (BLOCK 4A) 4,863 SF I C7 m a 6 4 85 SF 27 1 , M i 1T 11 (BLOCK ..1 LOT 6 (BLOCK 4A) I 5,699 SF --- - --- - 7- ' I. 1 \-5' CONC. LOT 7 BLOCK 4B 5,804 SF— WALKING TRAI Lo 6 I U LLJ •.• 3 0 30 60 90 LLJ � W Scale: 1 "=30' _ 1 InI m 00 TOP OF MAN HOLE (BLOCK 4B) 10 mow■►,. �.._-----.---� ... I F1011 ___... LOT 7 BLOCK 4B 5,804 SF— d M SAN 8 , , 6 I 1• • •.• MANHOLE • • TOP=553.60 INVERT=543.10 1 InI m 00 TOP OF MAN HOLE (BLOCK 4B) 10 W6,801 SIF f a,i� 11 I ; , LOT 8 I (BLOCK 4B) 5. I C7 m iLOT 6 4 85 SF 27 1 , ��SETBACiK i 1T 11 (BLOCK ..1 tr �N 2,079 SF -•ip i 1 f! •4 LOT (BLOCK ,. i— WM I t I. EI ;; I LOT 28 I ; a • LOTS rl ill I (BLOCK 5)2,079 (BLOCK 48 , , , , i LOT 13 (BLOCK 5) 2,632 SF LOT 14 (BLOCK 5) 2,145 SF LOT 15 (BLOCK 5) 2,145 SF LOT 16 (BLOCK 5 2,145 SF LOT 17 (BLOCK 5) 2,145 SF LOT 18 BLOCK 5 110 -qF �`7i•rl — • • • •^i Y ki,; •yj� 1 II\\lYli�JA �' • •fii• oY•Gi[i7N!da� 51 ;`s�iR.7�%�'�`'� `— — — �: =L �r 1 ff . I i a . •/i 1 i Iti INT 1 1 i .: CNTBRY-1-29 1• • �d� MANHOLE • • TOP=553.60 INVERT=543.10 E aF, (BLOCK TOP OF MAN HOLE (BLOCK 4B) ELEVATION = 553.60 W6,801 SIF f a,i� 11 I ; , he • 5. I AT. f • iLOT 27 1 ��SETBACiK i 1T 11 (BLOCK ..1 tr �N 2,079 SF -•ip i 1 f! •4 LOT (BLOCK ,. WM t I. EI LOT 28 a f rl I i LOT 12lie (BLOCK (BLOCK 5)2,079 , i i� 'l. SIF e a i �� u ■ • (BLOCK 5) Wrl• t1v LOT 29 6 ' '. (BLOCK • 1 Sin ' • SIF En $ LOT 35 1 , (BLOCK 52,079 1k v t , _ ■ �� ' L'Im SIF ' (BLOCK 5) I t ,•�.�� g. f 79 SF +21 USS• 4 hU0 2 , (BLOCK n�� i/ � , r mLOT t ►� fill ... 31 ��.. • (BLOCK 5) 1 T 37 ., 1': SF �`7i•rl — • • • •^i Y ki,; •yj� 1 II\\lYli�JA �' • •fii• oY•Gi[i7N!da� 51 ;`s�iR.7�%�'�`'� `— — — �: =L �r 1 ff . I i a . •/i 1 i Iti INT 1 1 i .: CNTBRY-1-29 LOT 32 • �d� MANHOLE 1 TOP=553.60 INVERT=543.10 ---- BENCHMARK: TOP OF MAN HOLE (BLOCK 4B) ELEVATION = 553.60 W6,801 SIF f a,i� 11 I ; , 3,243 SIFa • 1 I AT. f • i 1T 11 (BLOCK 1 �N 4,660 SIF1 i fzoI € LOT (BLOCK ,. WM t �1• •■ a f rl I i LOT 12lie (BLOCK , i i� 'l. Y w SS n* ;i e a i �� ■ • (BLOCK 5) LOT 19 (BLOCK 5) 3,342 SIF LOT 20 (BLOCK 5) 2,145 SF LOT 21 (BLOCK 5) 2,145 SF LOT 22 (BLOCK 5) 2,145 SF LOT 23 NE (BLOCK 5) WA 2,145 SF EA LOT 24 (BLOCK 5) 2;145 SF LOT 25 (BLOCK 5) 2,563 SIF r .... v .... - 'MAM • • • r i .-fit♦/.,v. l8': M, • e a. • y x� X X -C- X X HEAVY DUTY FIRE TRUCK SIDEWALK 9 TURN AROUND SEE DETAIL C1 ALL CURBS SHALL BE PAINTED YELLOW IN TURN AROUND AREAS (TYP.) NEW RETAINING WALL-/A ALL HEAVY DUTY 5' CONC. MAX HEIGHT 18 SIDEWALK9 FIRE TRUCK WALKING TRAIIL SEE DETAIL C1 TURN AROUND Note: Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. EW FENCE 20. DRAINAGE EASEMENT DB 4254-\ PG 660 7 C17 - -_.1' 0 W --- A —7-- 20 - 20' SANITARI EASEMENT DB 4254 PG 660 O X00 EDGE OF PAVEMENT .: CNTBRY-1-29 LOT 32 / SANITARY MANHOLE TOP=553.60 INVERT=543.10 BENCHMARK: TOP OF MAN HOLE (BLOCK ELEVATION = 553.60 f a,i� �7, 3,243 SIFa • �N fzoI € LOT (BLOCK ,. •i t �1• •■ f : Y i� 'l. Y w SS n* ;i LOT 34 �� • (BLOCK 5) Wrl• t1v 2,079 SIF $ LOT 35 1 , (BLOCK 52,079 v t _ ■ if. ' L'Im SIF ' I t 1 • f USS• 4 hU0 2 , (BLOCK fill 2,079 SIF 1 T 37 {a (BLOCK 5) 2,079 8.0 , 21 A—. t° sTI E W LOT 38 : AN 2,485 SIF' r .... v .... - 'MAM • • • r i .-fit♦/.,v. l8': M, • e a. • y x� X X -C- X X HEAVY DUTY FIRE TRUCK SIDEWALK 9 TURN AROUND SEE DETAIL C1 ALL CURBS SHALL BE PAINTED YELLOW IN TURN AROUND AREAS (TYP.) NEW RETAINING WALL-/A ALL HEAVY DUTY 5' CONC. MAX HEIGHT 18 SIDEWALK9 FIRE TRUCK WALKING TRAIIL SEE DETAIL C1 TURN AROUND Note: Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. EW FENCE 20. DRAINAGE EASEMENT DB 4254-\ PG 660 7 C17 - -_.1' 0 W --- A —7-- 20 - 20' SANITARI EASEMENT DB 4254 PG 660 O X00 EDGE OF PAVEMENT CNTBRY-1-29 / SANITARY MANHOLE TOP=553.60 INVERT=543.10 BENCHMARK: TOP OF MAN HOLE cT_ ELEVATION = 553.60 cl V- �o a LU ¢� 4 W¢ MHS _10 LU~ Q N Cn CNTBRY-1-30 SANITARY MANHOLE TOP=565.02 INVERT=558.42 p,LTH OF U JUS' TMP ic No. 4 183 ��`�s10AtAL $1,�Cs Oka e pp,VED a r m CAS BENCHR F RK: TOP OF AN HOLE) ELEVATION --\ 570.0 \ I I WESTMIN -------------- 6�F Lu U -i i =_ LU CAS_ M MX 2:1 FRC RE' (3: M Jr SPACE C) NEW FENCE Z _N FFER O� CO X Lo nht ♦ 111p, IS - do moi i I mg -I FFE 588.50 6A r \� X Ix ISM 1 8 s �11 r n FIFE 587.50 Ln Xj 85A FFE 588.50' 7 \ \ Re ate —FFE 586.50 V Exi \ 61 LM 'IL \ • f` i \ ` \ , FFE 589.00t. U91-1 85 "'a %, X\ \ ! \ ` FFE=591.�c FFE=591.0`C 8 f ..A -FE=591.5.0 90 85-�' RD -J7 FFE \587.00RD RD \ T RD RD RD 4\ 590.00 ILL 8 A V,X1 N MMI < \v, 1wom: FFE 587.001\ "A 0.50 FFE 590.50 A �10 la ---- \4—' N CC) .7 --- --- • • it f \ 01 90 A*, 81 -e sl 76 10 --RD RD '001� Ku F`FE = 591.50 a. \ O\ `\\''�\ Relocate SAN FFE FFE FFE FFE FFE FFE FFA FFE 591.50 592.50 592.ft592.50 592.50 592.50 592/50 592.50 .00 NJ 16 \ a \ \ \ /� A C4\\A\ 'b _4z\ Y x x x x "q 30 0 30 60 90 soww Scale: 1 "=30' FIFE = 58�\50 X\- x x LLJ 77 W Lu Lu w1p I .7 4. I WESTM I N -R0A0--' - ---- ---- CD LU Z W LU I = L Lu U � Q LU LiI i I I / / / I 1 II ii FFE - 588.50 :,'• , �,,;; R X. Y 6 / U y \ - // FFE 587.50 / I I p I , F -ti U 1 r<. y p _ r\ X85`' .' l t • "�'" -FFE = 586.50 I , ,`;T•Y' �• Jnr 85-.. y \ _ X51 85Q -- -- -- --'- '� J FFE=591 FF1=591.0 \ \ 83� FE=591.50 1\ I• �? \x 85s FFE ,1 587.00 .� i ; • I � �. \ \ \ 4 tl___-__ \ y \ y I Y I� o \ \ cA I 0 r 4 _ I • ' '•' ``\ \ x9 \ I FFE 587.00 : " \ S y \, 1 A �, y FFE = 58'1\50 \ I 1 \ 11 Via• I \ I , I - E FFE FFE FFA FFE (� � \ : ��6 ,:.: ;:,`'�.' `- .:: � • ��,' � ;:\ ''..50 592.50 592/50 592.50 �.• \ 592.50 RE) RD RD ince ��--_�f J LLJ �--- -588 - \\ z LU \ \ 30 rrba I n 30 60 90 LU `\ Scale: 1 "=30' Q LU OPEN ACE C r NEW �ENCE I I 11RN OUT GU R PAN OR G EN SP ACE BU FER LOST 20 OF QG-6 \ 37 FFE = 585.00, FFE = 5x6.00 I ''� \� \\ ` EW EICE I 3g EDGE OF ' .,., C DIC NTE PAVEMENT FFE 575.00 E/= 1 I I i r 1 I / r, i FF584.00 588.00 -------82 r / FFE = Q / it ,/ .'. ��.�,• I I / 44, �` •:`�:. I F{, f . / / �jx SAN -8 I i 1L. _ r ;:.:�••. ���� � -- - / I � FFE = 583.50 ` .:: , � f /FFE 574.00 i V '• �`c 81 • .�� `� Y• '' T = / ''II FFF_ x'573.50/FFE 582.50FFE587.50 --- 0 WOODEN 80 RAMP`; CODNICTRCEHT E 1 i I X 1 n I i Q. I - r , / i t I (� / I $ I I 1 a• - 1 I I FFE 582.00 '::;'�$�: . ✓7J/{!j//Jf}]1-FFE 573.00 2 STORY 1 n I /• / ' ° / t ; t `' .I / BRICK HOUSE H / Im¢ CONCRETE CONCRETE E a> /�^•••' I I i - APR` N _ • 1, `\ _f -FE 586.50 I �) ; I I 7. FFE - 882.00 FFE - 573.00 44 ST - • ' i i / \ C l' ° , , � '/~� � .il 1 I / •' s / 79 FVC - - - I . � t C) / _ / SAN- _ __.. I `" °' I PAVED �- o .. , a \ L._ 7 i � - / 7- H 3 iLu ,__• _'---..,-.- ,--- ��` •/ �T-20 1 I '.` � __ / - FEN _ - - - `-_._. _ �OGHOU E MH Lo _ ' I /coDNICTRCEHTE /BERMICQ rn @5/1.24 PAVED I > / DRIVE .\ 582.00 FFE X73.00 / LF" /!!! ----- jBRICK a I .• i /' --X I I `�,'��` / i1 •• I I IIII UN/ WALL - I NS -TALL- LOW7 FFE 573.00 / CONCRETE 2 STORY FFE _ 8 7.00 I E_ 582.0 / MAINTENANCE BD PAD HOUSE CONCRETE W BSMT• DITCH I I'COVER ON -ACL r / -- y , i i / a I FYI v. r F' �:i W (� 1 / V k..-SC015ES GREAT I ! I � I J 5 I I i I 1 W THAN 3• / / I I I - FFE 5 .. I I _ 73.50 E .�0 �-REFEI�TO SHEET � FF 58 C-1 L I I S N 8A r i \ s 1 X FORDET , AI S: 3 I i I 'i I p L/ e� 4 � FFE = 58 .00 I / �'I i /gp �; FFE 583.00 FFE - 574.00\ >: 14 1 =BOA � ,. R, I I• I ,fl•�r�1� � j I I • - MAINTAIN BERM i --- _ - , P; 'Y I a I F - 5/3.50 FFE - 574.50 :. - , , © 571.24 FZZ 81 I \ -FF- = 587.50 FFE 553, 50 FFE,--,/574.50 MAINTAIN RM 0 @ 572. _ I 1 •, 4 f \ �' I 4-1 T i• J i I I J� � 7 / Slf 34 FF ----575.00 I 1 \ d, Ir FFE = 584.00 ' <a _ - / Y. I' x A - AR ST-liB-- 78 ;,''` / / SAN -6 to emaiirj-- _ - ;IN ov7Lic.Yo. M. SHIMP 4 183 y w� �o '�S8101VAL �✓ n r- a ow �' In t- 0 n ¢ z a u w o z �MAX HEIGHT 24" 2:1 MAX SLOPE I ROW TO ! FROM I RETAINING WALL (3:1 PREFERRED 00 /00 NEW CE r_ IEN 1 II ii FFE - 588.50 :,'• , �,,;; R X. Y 6 / U y \ - // FFE 587.50 / I I p I , F -ti U 1 r<. y p _ r\ X85`' .' l t • "�'" -FFE = 586.50 I , ,`;T•Y' �• Jnr 85-.. y \ _ X51 85Q -- -- -- --'- '� J FFE=591 FF1=591.0 \ \ 83� FE=591.50 1\ I• �? \x 85s FFE ,1 587.00 .� i ; • I � �. \ \ \ 4 tl___-__ \ y \ y I Y I� o \ \ cA I 0 r 4 _ I • ' '•' ``\ \ x9 \ I FFE 587.00 : " \ S y \, 1 A �, y FFE = 58'1\50 \ I 1 \ 11 Via• I \ I , I - E FFE FFE FFA FFE (� � \ : ��6 ,:.: ;:,`'�.' `- .:: � • ��,' � ;:\ ''..50 592.50 592/50 592.50 �.• \ 592.50 RE) RD RD ince ��--_�f J LLJ �--- -588 - \\ z LU \ \ 30 rrba I n 30 60 90 LU `\ Scale: 1 "=30' Q LU OPEN ACE C r NEW �ENCE I I 11RN OUT GU R PAN OR G EN SP ACE BU FER LOST 20 OF QG-6 \ 37 FFE = 585.00, FFE = 5x6.00 I ''� \� \\ ` EW EICE I 3g EDGE OF ' .,., C DIC NTE PAVEMENT FFE 575.00 E/= 1 I I i r 1 I / r, i FF584.00 588.00 -------82 r / FFE = Q / it ,/ .'. ��.�,• I I / 44, �` •:`�:. I F{, f . / / �jx SAN -8 I i 1L. _ r ;:.:�••. ���� � -- - / I � FFE = 583.50 ` .:: , � f /FFE 574.00 i V '• �`c 81 • .�� `� Y• '' T = / ''II FFF_ x'573.50/FFE 582.50FFE587.50 --- 0 WOODEN 80 RAMP`; CODNICTRCEHT E 1 i I X 1 n I i Q. I - r , / i t I (� / I $ I I 1 a• - 1 I I FFE 582.00 '::;'�$�: . ✓7J/{!j//Jf}]1-FFE 573.00 2 STORY 1 n I /• / ' ° / t ; t `' .I / BRICK HOUSE H / Im¢ CONCRETE CONCRETE E a> /�^•••' I I i - APR` N _ • 1, `\ _f -FE 586.50 I �) ; I I 7. FFE - 882.00 FFE - 573.00 44 ST - • ' i i / \ C l' ° , , � '/~� � .il 1 I / •' s / 79 FVC - - - I . � t C) / _ / SAN- _ __.. I `" °' I PAVED �- o .. , a \ L._ 7 i � - / 7- H 3 iLu ,__• _'---..,-.- ,--- ��` •/ �T-20 1 I '.` � __ / - FEN _ - - - `-_._. _ �OGHOU E MH Lo _ ' I /coDNICTRCEHTE /BERMICQ rn @5/1.24 PAVED I > / DRIVE .\ 582.00 FFE X73.00 / LF" /!!! ----- jBRICK a I .• i /' --X I I `�,'��` / i1 •• I I IIII UN/ WALL - I NS -TALL- LOW7 FFE 573.00 / CONCRETE 2 STORY FFE _ 8 7.00 I E_ 582.0 / MAINTENANCE BD PAD HOUSE CONCRETE W BSMT• DITCH I I'COVER ON -ACL r / -- y , i i / a I FYI v. r F' �:i W (� 1 / V k..-SC015ES GREAT I ! I � I J 5 I I i I 1 W THAN 3• / / I I I - FFE 5 .. I I _ 73.50 E .�0 �-REFEI�TO SHEET � FF 58 C-1 L I I S N 8A r i \ s 1 X FORDET , AI S: 3 I i I 'i I p L/ e� 4 � FFE = 58 .00 I / �'I i /gp �; FFE 583.00 FFE - 574.00\ >: 14 1 =BOA � ,. R, I I• I ,fl•�r�1� � j I I • - MAINTAIN BERM i --- _ - , P; 'Y I a I F - 5/3.50 FFE - 574.50 :. - , , © 571.24 FZZ 81 I \ -FF- = 587.50 FFE 553, 50 FFE,--,/574.50 MAINTAIN RM 0 @ 572. _ I 1 •, 4 f \ �' I 4-1 T i• J i I I J� � 7 / Slf 34 FF ----575.00 I 1 \ d, Ir FFE = 584.00 ' <a _ - / Y. I' x A - AR ST-liB-- 78 ;,''` / / SAN -6 to emaiirj-- _ - ;IN ov7Lic.Yo. M. SHIMP 4 183 y w� �o '�S8101VAL �✓ n r- a ow �' In t- 0 n ¢ z a u w o z 605---- 600 595 590 585 580 575 570 565 560 00 N N h L 10+00 11+00 GEORGETOWN ROAD AND WATERLINE PROFILE SCALE; H: 1`--20',-V.- 1'=5 inIz t4 I �i5 12+00 z 01 z 13+00 LO 14+00 ajI U) 16 15+00 0 Georgetown Road 50' Public ROW VERTICAL CURVE 1 PM 5TA.IU+f54.0U Design Speed 25 M P I iMAL CURVE 2 F-_-A.-48SD RVE 3 RTSTA 1 CU13+60.00 w 4.0 —Val -Val r z + Existing Grade w o r- o �- Proposed Gradetie to 4.: 00 c� .- tt) - -, V ,¢ ►cn o to r r ¢ a H F- En m a a 3, d a a. EL a 8" DI CLASS 52 WA ERLINE r tn Ninn / m M J � a ate. SAG STA.10+52.00 SM ELEV.571.32 i v CD -2 STA. 10+55.71 N tC W �' r 0 C-41 a D `D Cf) � S L0 r + 0) z in._� S iic -- - O N cU OD C'4 00 aJ a) O In L0 N d LO toO p O O 00 O Nr- N L 10+00 11+00 GEORGETOWN ROAD AND WATERLINE PROFILE SCALE; H: 1`--20',-V.- 1'=5 inIz t4 I �i5 12+00 z 01 z 13+00 LO 14+00 ajI U) 16 15+00 0 I A A 4 -- CL —9 L( T 52 (BLOCK 2) 33f1')67 SF A 262.05' 0 :2 N W < W z V) W -e4 k 0 W 0 1 LOT 2, (BLOCK/ 21949 �bT 2 (BLOCK U Himp /2,079 Lie. No. 45183 LOT 2, (BLOCK f) 0-70 VER11CAL CURVE-4�— PV1 STA.15+30.VO— VERTI PV1 CURVE 5 i7+00.00 Georgetown Road 50' Public ROW Design Speed . - 25 MPH R ELEV591.65 ioo.00vc FV1 ELEMONJU 100. M 40.00K -Val 400 -Val A -------- LLJ CRESI STA 5±20.00 I.DU LO CREST El FV,591-35 Grade P --------- Z-4rq ''-3' MINIMUM COVER Gv ARV cn Ft 3S 52 WAIERLINE \-1 Seperatb min Proposed Grade CD 0 LOCD -co LO + PIP Go GO CL CL Q - �j I �5 DI CLASS 52 WATERLINE ERLINE Ca W; Ui Q D. U.1 M + 0. CL Z5 co .T. Ln cz m Z h 11 in + O C& >; it) 00 0 0 Lf) W e 00- -4- 0) 0 0 0 0 -1 0 r 0 — 0 C14 c; Gi m o) U) CO 6 - r- a)00 rfj� LO 00 C) 00 LO LO U*) Ln to LC) to Ln LO L0 Co- LO LOI A Lr) PI- CO to LC) 0 1- LO WISH, 1001 GEORGETOWN ROAD AND WATERLINE PROFILE SCALE; R---1 *=20', V.- 1`-5' 17+00 18+00 119+00 20+00 605 600 595 590 585 580 5 570 565 560 Cn . 605 Mi 595 590 585 575 570 CROSS SECTION GEORGETOWN ROAD WITH PARKING Not To Scale Georgetown Road 1 -?1 / T` 12' 12- 5dewalk PaSntni� Travel Lane Travel lane 47,5' PublicWtof-Way Variable Width Open Space (Vanable Width) 10+00 11+00 1 OUT OF BOUNDS CT. AND 'WATERLINE PROFILE C11SCALE; H: 1 "=20', V a, ° .d 4 4° .. e4 a ,° 7" — 3,000 PSI CONCRETE 4 4- 0000000000000000 4" — VDOT #21A BASESTONE 0 0 0 0 0 0 0 0 ng COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED 9 - TYPICAL HEAVY DUTY SIDEWALK SECTION C11 Not To Scale •° 44" — 3 000 PSI CONCRETE 1 5" OF SM -9 5A SUPERPAVE 3" — ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 P�Oo0o0o00000000 0 0 0 0 0 0 o 0___ 7'' — VDOT #21A BASESTONE III i I I IEE1 i1 I i IIIIII i IIIIII — COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR GEORGETOWN ROAD Not To Scale 12+00 13+00 605 wil 595 590 'i1V 61001 575 570 ° '°• :a 4 4 .° aQ • , 1 ° 7" — 3,000 PSI CONCRETE .4 d. _ - 1.5" OF SM -9.5A SUPERPAVE 0000000000000000 4" — VDOT #21A BASESTONE 3" —ASPHALT CONCRETE BASE COARSE I (I i l I Ii i F——ii i I I III --11I j `--- COMP'ACTED SUBGRADE TYPE BM -25.0 CBR=10 D o o 10000 0 0 0 TO BIE FIELD VERIFIED 000000(0°00000000 —_� 7 — VDOT #21A BASESTONE 14 3 RIBBON CURB APRON (I i II (I I II II I III I !I I I) II i —COMPACTED SUBGRADE CBR=10 �11 ot To Scale TO BE FIELD VERIFIED CROSS SECTION GEORGETOWN ROAD Not To Scale CROSS SECTION OUT OF BOUNDS CT. Not To Scale CROSS SECTION S. BENNINGTON ROAD STA 12+13 TO 15+56 Not To Scale PAVEMENT SECTION FOR S. BENNINGTON ROAD ST. 10+00 TO 12+13 5 VROSS SECTION TOWN MEWS LANE C11 Not To Scale C11 Not To Scale 1.5" OF SM -9.5A SUPERPAVE 1.0" OF SM 3.5A SUPERPAVE 1 111111 Hill III VNEM" 2.5" — ASPHALT CONCRETE BASE 2.5" — ASPHALT CONCRETE BASE a COARSE TYPE BM -25.0 COARSE TYPE BM -25.0 . - n •Od ,. , „ 0 0 0 0> o o o o5. Bennln ton Road 1.0 OF SM -9.5A SUPERPAVE 0 0 0 0 0 0 0 0 00000 0 0 g . o 0 o a o 0 0 0 » 00 0 0 000000°0°0°0°000 4" — VDOT #21A BASESTONE _ — _ _ 6 — VDOT #21A BASESTONE o00 000 0 0 2.5' z5' __ _ 4 — VDOT #21 A BASESTONE 'r �` Ono 0 0 0 0 0 0 2.5" — ASPHALT CONCRETE BASE III II—I i I) (I I� II I II 1=�1'--- COMPACTED SUBGRADE I h I —) I I III I I 1---- COMPACTED SUBGRADE cc -s r�s I I�I I I^III—I I 1—) I Iil COARSE TYPE BM -25.0 CBR=10 12' 12' 3.0' S.a _ —III—III—III—III—I 11— CBR_ 1 a Plano' COMPACTED SUBGRADE in a000000000000000 TO BE FIELD VERIFIED — Travel Lane Travel Lane SP9 sdewak CBR=10 _ _ 6 — VDOT #21 A BASESTONE TO BE FIEILD VERIFIED 50 PublicWght-of-Way A TO BE FIELD VERIFIED II=III=II I=I II=III�COMPACTED SUBGRADE 12 PAVEMENT SECTION FOR OUT OF BOUNDS CT. 13 PAVEMENT SECTION FOR TOWN MEWS LN V' I!! CBR -10 0�JN�ctTo TO BE FIELD VERIFIED C11 Not To ScaleScale 8 TYPICAL SIDEWALK SECTION K�6CROSS SECTION S. BENNINGTON ROAD STA 10+00 TO 12+13 C1 LEPAVEMENT SECTION FOR S. BENNINGTON ROAD ST. 12+13 TO 15+68 o U J IN A SHIMP a Lic. o. 5183 116 � Z jY 1P o��sszoNaz� ��� Not To Scale Not To Scale d! ami _ Out o f Bounds Private Alleyway Design Speed 25 _.._ _ Cour-,62 t MPH ___ - Exis Ing ra a _ Cn Z _— + .. PA ELEv5s5 �2$S o O + 9 + r- r (n N - N z d Grade ---._ 2.Opy' 3' MINIMUM COVER i SAG STA.10+32.86 SAG ELEV.585.79 8" DI CLASS 52NAITPPI INE 90' BEND ST 13+21.92 12" Min Sep ration 8" DI CLASS 52 NATERLINE N M♦ C a ll Cn N00 CL to o6 a W W got 20.. in— LE N O N O r, LON (0 r., N N r' n 0) c6 c6 U) c6 t0 06 r� m 06 C3 06 .- Qi O Lf� Lf7 U) ea U)Ln L� Ln U) LO 0 U) Lo U) Ln — 10+00 11+00 1 OUT OF BOUNDS CT. AND 'WATERLINE PROFILE C11SCALE; H: 1 "=20', V a, ° .d 4 4° .. e4 a ,° 7" — 3,000 PSI CONCRETE 4 4- 0000000000000000 4" — VDOT #21A BASESTONE 0 0 0 0 0 0 0 0 ng COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED 9 - TYPICAL HEAVY DUTY SIDEWALK SECTION C11 Not To Scale •° 44" — 3 000 PSI CONCRETE 1 5" OF SM -9 5A SUPERPAVE 3" — ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 P�Oo0o0o00000000 0 0 0 0 0 0 o 0___ 7'' — VDOT #21A BASESTONE III i I I IEE1 i1 I i IIIIII i IIIIII — COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR GEORGETOWN ROAD Not To Scale 12+00 13+00 605 wil 595 590 'i1V 61001 575 570 ° '°• :a 4 4 .° aQ • , 1 ° 7" — 3,000 PSI CONCRETE .4 d. _ - 1.5" OF SM -9.5A SUPERPAVE 0000000000000000 4" — VDOT #21A BASESTONE 3" —ASPHALT CONCRETE BASE COARSE I (I i l I Ii i F——ii i I I III --11I j `--- COMP'ACTED SUBGRADE TYPE BM -25.0 CBR=10 D o o 10000 0 0 0 TO BIE FIELD VERIFIED 000000(0°00000000 —_� 7 — VDOT #21A BASESTONE 14 3 RIBBON CURB APRON (I i II (I I II II I III I !I I I) II i —COMPACTED SUBGRADE CBR=10 �11 ot To Scale TO BE FIELD VERIFIED CROSS SECTION GEORGETOWN ROAD Not To Scale CROSS SECTION OUT OF BOUNDS CT. Not To Scale CROSS SECTION S. BENNINGTON ROAD STA 12+13 TO 15+56 Not To Scale PAVEMENT SECTION FOR S. BENNINGTON ROAD ST. 10+00 TO 12+13 5 VROSS SECTION TOWN MEWS LANE C11 Not To Scale C11 Not To Scale 1.5" OF SM -9.5A SUPERPAVE 1.0" OF SM 3.5A SUPERPAVE 1 111111 Hill III VNEM" 2.5" — ASPHALT CONCRETE BASE 2.5" — ASPHALT CONCRETE BASE a COARSE TYPE BM -25.0 COARSE TYPE BM -25.0 . - n •Od ,. , „ 0 0 0 0> o o o o5. Bennln ton Road 1.0 OF SM -9.5A SUPERPAVE 0 0 0 0 0 0 0 0 00000 0 0 g . o 0 o a o 0 0 0 » 00 0 0 000000°0°0°0°000 4" — VDOT #21A BASESTONE _ — _ _ 6 — VDOT #21A BASESTONE o00 000 0 0 2.5' z5' __ _ 4 — VDOT #21 A BASESTONE 'r �` Ono 0 0 0 0 0 0 2.5" — ASPHALT CONCRETE BASE III II—I i I) (I I� II I II 1=�1'--- COMPACTED SUBGRADE I h I —) I I III I I 1---- COMPACTED SUBGRADE cc -s r�s I I�I I I^III—I I 1—) I Iil COARSE TYPE BM -25.0 CBR=10 12' 12' 3.0' S.a _ —III—III—III—III—I 11— CBR_ 1 a Plano' COMPACTED SUBGRADE in a000000000000000 TO BE FIELD VERIFIED — Travel Lane Travel Lane SP9 sdewak CBR=10 _ _ 6 — VDOT #21 A BASESTONE TO BE FIEILD VERIFIED 50 PublicWght-of-Way A TO BE FIELD VERIFIED II=III=II I=I II=III�COMPACTED SUBGRADE 12 PAVEMENT SECTION FOR OUT OF BOUNDS CT. 13 PAVEMENT SECTION FOR TOWN MEWS LN V' I!! CBR -10 0�JN�ctTo TO BE FIELD VERIFIED C11 Not To ScaleScale 8 TYPICAL SIDEWALK SECTION K�6CROSS SECTION S. BENNINGTON ROAD STA 10+00 TO 12+13 C1 LEPAVEMENT SECTION FOR S. BENNINGTON ROAD ST. 12+13 TO 15+68 o U J IN A SHIMP a Lic. o. 5183 116 � Z jY 1P o��sszoNaz� ��� Not To Scale Not To Scale \ i 0 0 En 00 0 `• �' `� \ NP `.i W I p Edge of n ' •` t t I ► (`\ ___- fr5` `y lL\ ° I l\.`���\ �,\ ;\ / L�� / d z / \ \`� i \ � �_ =- c�� - _ , -- I _ t_� - •`�� L`� i - - - -_-- __ __ Sidewa k/ to Ede �- W Fro / - R 9 _ e -N.W a al w k _ Ar 0 --- u t n dE tir e ♦ a I I .•Cb ♦ \ Perimeter w 0 1� me \ to r 0 f � T n 0 I� sy \ / u n d vz . u v 1 h / a I ,z \ ♦' 1 I" .•'wry'. r a � >a .�... • . � . �•�. J .1 "Lv . •R \ \ •b r• k 2 ., A •'s �. �C 46`7`' \ �` F's%.:" � < . s r:"1,'„::'``�,` .... \\\ '�\� � "s"y.,,i - ! Z o t„' �.� '� ' ,ate xa a:. y..z . �. :.•S... N u a.: \ y. i• •\ ' "`+ a ,w s Q Z iJ y� � Z •i;•.' 1c. x N fi W 00 \ � \ �h ti aa. M„ t: JJ Q :\ \vC , J.t \ fi. \ v\ aim e” �.. a. ri �6. ham. 1 T F a `a C la ; a , ` .. . O R I 4 � • �r 1 a x r� f► 6x .:l .� ; ,�s. u.2 e` •V G ,^!,�>s£ ':``, .mac. 3 c- Q d O I kt O. �• z r' s• s s, J 3„ ' T ' I \- 1 `t- w N U 97 3 e R .923 �1�.: 2 C G 3 F ro m� d f / I � e of i g / v`. I T , i `•t • r 4 l �I-- -__ _ t1 I>—`._ I / /-- - �_or�♦ lI - _ I _ -. f SidLn ewalk e wa l k t E 9 e ofI D 3r 35 28 x dewak Around Entire e Perimeter/ of Turn Around T998 � Fr t J_J I t % t ' " A , rl y,/,/%i 1 J w` �' � .. I :J ✓ t\` t.!' ( ``,, �..Cn" vv ' �' Lf C 'r t/ \... i v J IMP Io00 �o Lic. o. 51 CN 83 n qP0 < t - "!e � d" Cn o w/ o w I CCJ I �, �' / Cn CO 0(60 --t „ ' =x t 7 =��_ _"- a _;—• ► -��_ =__= I /\ / I r < R o / --- j / C� w p CD It E o U (D E +, (¢ Q 00 U 0 o U< Z o Q ¢ c3 O 0 605 605 F� v a N N W OMC14— N 600 soo o N ��00 LO co 0 0 0 „_. o 0 IQ NCV 595 595 590CL CL 590 Qim CL a - LO 585 u• 58 C) CLASS 52 WATERLINE Z SAG ELEV ; 84702 n 580 580 L�da Lq 04 r t-5 cnluu ST 15+09 07 Z Z CW � 575 575 G 00 LO 0 oUj v Ed 44, LU W W00 co 0)0() 0) W (X) 05 < W 10+00 11+00 12+00 13+00 14+00 15+00 16+00 Uj J m Q .J Z Q rl-)Ld. S. BENNINGTON ROAD AND WATERLINE PROFILE Date 03/18/14 Scale 1" = 20' Sheet No. C12 OF 23 �9 File No. 12.014 S. Bennington Road VERTICAL CURVE 4 5 O' Public b l i c R O W VERTICAL CURVE 1 VERTICAL CURVE 3 PVI STA.12+33.70 VERTICAL CURVE 2 PVI STA.11 +83.00 PVI ELEV.588.28 Design Speed 2 5 M P H PVI ELEV.589.68 PVI STA.11+20.00 PVI ELEV.589.32 20.00VC 20.00VC PVI ELEV.590.58 20.00VC 0 100. 51 .2 D � n �, VERTICAL CURVE 5 N a; PVI STA.13+66.00 0 o ,n _ N ,N In PVI V.583.59 F' N CREST TA.11-Ii�03.33 i `- > + o o C) U Q:.. C3 N W W N RV .- 3 MINIMIUM COVER 0 22.5° HORIZONTAL o •� ' -`�- BEND ST 10+24.69 � cn 225° HORIZON AL � `�'. "10 � BEND ST 9+90 73 a ,.a.•, � . + � + � o �' �`' • V>-< 4" DI CLASS 53 WATERLINE z o �-• O N N paa h O N pp d- 00 N to - N � ct► Orn M r � d- N d- MI I� M o0 � O tt� x`10) `-00 r� to LO d'N q- (D d'•� d'� tn� 590 575 570 590 585 :i 575 57QE 565 555 M LO 0 CD F— z C -D VERTICAL CURVE 1 THCISNESS AT BASE B -:4H COWKSSM AT TOE: _ LBS. PER 54. FT AREA .OF SCT $ECTIOF[ 2 1 0" 1' Q 1 ropose Grade 3 ... 3.93 4 :t: THIS trent MAY Be. PRECAST OR CAST IN PLACE, '19a 5.83 PVI STA.10+20.00 20. 5.47K -Val CJ �N 0 0 + oma, H N-• ST 1+55.00 W 3 CURB HAYING A RADIUS .OF 300 FEET OR LESS' tALONG FACE !f CURB) WILL, BE PAD FOR AS; PVI STA.11+26.95 PM El EV.570.92 1•0°VC iK X �OO+ 4M �o ^cV C H OMO t10 1M GD Town Mews Lane Private Street Design Speed 25 MPH A _ zN z cn z to Zt� 305?. 2L3�i EARTH * 100 M. • r,` 3 f 25.63 a v I40REASE UI DEP TH, 37111 30.33 o C4 :cn Q v 43,0'1 40.93 > . V71/' 4712 Deas '15 0.011 504.7: "44 a n as as OUTSIDE OF 7 SURFACE aCL SEE NOTE.4 h o fie M .- b ..>s. BASE h Sp®BASE. dh 7'k: k U3 to —6 f % — STANDARD 4" CURB REY�ros. YIRc�ItA [�PPRTMEAIT AF TRANSPORi'ATIClN a5 50�. 20LD2 GV 12" Min " Reducer SAG ELEV.572.01 eration _ 4 Reducer BOA o 4" DI CLASS 53 WATERLINE + N o / + ^td) tptorn! � e}•M co / �itD k- cn zW X(Mqr to �� -}- ~ tet^J Pet F- �t� t0� cco O.N MW . to t- �; '- r to r^ ~ ep F - (dc M tX; r q 0*4 CID MSI- N Z to N Z Q H Z to a0 N Z N N DO too v- �— to N cq 1,17 U) In Il) to ? to Ili. to to In U') Ili i TOWN MEWS LANE AND WATERLINE PROFILE C13sC , H: 1 "=20', V- 1 "=5' Existing Grade 9Y HORIZONTAL / 3' MINIMUM COVER B ND ST 1+77.68 22.5° HORIZONTAL 8' DI CLASS 52 WATER INE BEND ST 0+92.85 BEND ST 0+30,74Q +. X HR n I nn 1+00 —5-1 WATERLINE PROFILE CONNECTION TO BARRACKS ROAD SCALE: 590 585 575 595 well 585 575 0+00 1+00 nWATERLINE PROFILE BLOCK 3 PARKING LOT 590 585 575 565 •s� 555 Existing Grade THCISNESS AT BASE B -:4H COWKSSM AT TOE: _ LBS. PER 54. FT AREA .OF SCT $ECTIOF[ 2 1 0" 1' Q 1 ropose Grade 3 ... 3.93 4 :t: THIS trent MAY Be. PRECAST OR CAST IN PLACE, '19a 5.83 4" BOA 4" DI CLASS 53 WATERLINE ST 1+55.00 W 3 CURB HAYING A RADIUS .OF 300 FEET OR LESS' tALONG FACE !f CURB) WILL, BE PAD FOR AS; . tt70 X �OO+ 4M 00U!)_iv M OMO t10 1M GD a N stn A _ zN z cn z to Zt� 305?. 2L3�i EARTH * 100 M. • r,` 3 SCALE: HORZ: 1"=20' VERT:1 "=5' 595 590 585 ON MONT OF T"q_QVSS WALL AT TIM iY IN FEET A At FEET IN THCISNESS AT BASE B -:4H COWKSSM AT TOE: _ LBS. PER 54. FT AREA .OF SCT $ECTIOF[ 2 1 0" 1' Q 827 283 3 ... 3.93 4 :t: THIS trent MAY Be. PRECAST OR CAST IN PLACE, '19a 5.83 2.. CONCRETE TO BE CLASS A3:F'CAST 24 PLACE.. 4000 PSI F PRECAST. EXPANSION JOINTS: AT INTERVALS NOT EXCEEDING 901.. 8.13: 3 CURB HAYING A RADIUS .OF 300 FEET OR LESS' tALONG FACE !f CURB) WILL, BE PAD FOR AS; H _ HEIGHT IN:FT., A 272;0 17,43; g �• 3`*T!%" 305?. 2L3�i EARTH * 100 M. • r,` 3 f 25.63 a v I40REASE UI DEP TH, 37111 30.33 POROUS KF'ILL .Q 1Da LBS,/OU. FT. 2TINGOR st8 AGGREGATE OR CRusmED GLASS 478 OR #8 GRADATIP0 REQtI NTS 4061!' 35.43 13 43,0'1 40.93 > . V71/' 4712 Deas '15 0.011 504.7: "44 ........ ......... .. .... .... SAFE OEMIG. WACITY OF 40. jiflCK'.IfNIMIAI .:.. a;: yx. ; IQtDDD' 2 POO LBSy PIER S9: F7s gRAVQ, AND £OAR$E $MAN« WELL CEMENTFxj W,ODQ' - 20,t10p L64 FT. CLAY' AN THICK KERS},ALWAYS ;f7RYi ..: xs, 1.2.QD0 - j¢,t1TW: : t Fj` SQ. F.T, CLAY IN 'TtuCK .BEDS. MOPERATE4Y DRY 8 BOF)t2 U00; LIM. PER ; F t CLAY $BFT Z 000 4 r . �v!4 • - OOQ 1665. PER $O. FT.. HO, SAND QR{, CWAqjP ANO WELL CEINENTED 8000 "12OQO Lm PER SO FT. -I IF COWWSSION AT TOE Q(GEEDS SAFE<WlFtfF�s 401 CLEAN DRY s 4 400 ,0 S]pQ LBS: PER SQ; f T. Ij CAPACTY OF S t . A SPEC1lY;.' FOOTRiG E P$, TR SE..ySER..: ALLUVIAL'SOILS ETC. t,000 2.aO0 LBS, PER W -F., DEATH .OF WALL IN, GROUND:OETkRMINm BY CFN D.(VQM TO 6E NOT I=AN 1'-:W! , CONCRETE GRAVITY RETAINING WALL — WAD ,,R STAINDARAS LEVEL BACKFILL t�YIsiON`uATE ; :st�T 1; OF i VIRGINIA` DEPAViT'MEjtT .Qf TRANSP.ORTATION 40110 CCi9D" 4,— WIDTH. TR E--4, 4' O" 41 F t2 Y1D7H OF ENT RANGE ei' PEDES _ PEDELIMITS-, 6 EXPAINSION JOINT ROUTE ._ 44'0 RFA10E YERq ' F F EXIS[F� OR RROP ��EEpp 1 SIOE�IALK FM3 S DE�NJt $PACE.w � CURB INCLUDED 1 PEDESTRIAN ACCESS ROUTE DETAL ENTRAhjt E GUTTER :v E){PA S►GN JOIt iT ..:: h, ADDITIONAL. RIGHT-OF-WAY : IS REQ I THEUNITS. OF PEDESTRIAN ACCESS ROUTE. M EXTEND.':ITEYOND EXISTING: OR PROPOSED VDOT RIGHT -OF WAY. UNPAVED SPACE w DETAI To.. USED WHEN. 'fF1E COMBINED WtLTTH OF _ UNPAVED SPACE AND SIDEW7ALK SPACE IS .LESS" THAN '71: 8,. FLOW UNE' �. WIDTH OF GUTTER: ENTRANCE DESJRAeI E hlrNiMUM t6', EXPANSION JOINT ABSOLUTE MINM.UM 12' ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FARM AND .SLIP RESISTANT . y• n ti. PATH CONNECTING ALL ACGESSIBI E ELEMENTS OF "A EDGE OF PAVEMENT--"FACILITY-'.THAT GAN BE APPROACF�D#ENTEREOD b b• t USED EY PERI STRIANS: a . .,�J A " SIF IF PEDESTRIAN ACCESS ROUTES ARE BEPFC HALF PL,AIY PROVIDED• A tANdMUM 4' TRAYEt WIDTH, 15 SECTION B -B: REauFREO WrTH A MAX; 2X CROSS.; SLOPE. WHEN USED IN CONJUNCTION WtTH STAND CG -3 OR CG -7• THE CURB FACE ON THIS STAifDARO 1S..T0 BE ADJUSTED TO MATCH TWE MOUNTABLE CURB CONFIGURATION. *OX 70 14% C}jAFtGE PARAt30LtC b. R A. �.. FADE OF CURB,0'E�SIDEWALK SPACE .;:4 a a • a. GUR NORMAL GuffLK, 1zr, I�AIt SLOPE' . x: 4• O O 0 !, m f: SEGTIQN C. -G ;$ 4 7u a: rtaQY ooaq?e"afi $fi4:' o 89 '?�o CLAS5,� AVI E.S;j CONC. g o �.o • a . a . 8" AGER. BASE' . 2'-0" TY I.:SI2E, 2jg i 5p�t �t,;Qo FOR CURB AND GUTTER ONLY i(F POINT OF GRADE CHANGE d t FOR:SDEMIALK•.CURB AND GU BURT Ctk1t;URRENTLY ?5,.* 12: , MAXIMA INCREASE IN SLOPE AT :IAINtMUM 1tt' IN ERvnkS a a'a "R4.op SECTION A A; X �C 7K 3: Y: MAXIMUM DECREASE IN .SLOPE FOR FIRST lW INTERVAL AND " • a 8: X' MMIML1M. DECREASE' FOR SUCCEEDING; MgNIMIJM IBI 9lTEFZVALS SECTION D-fJ STANDARD WRANCE QQTTER VIRGINIA DEPAR TMENT GIF" TRANSPORTATION, 502, CG -3; WATER'STQP ., DETAIL WATER STOPS TD BE ELASTaAERr OR OTHER APPROVED, :t: THIS trent MAY Be. PRECAST OR CAST IN PLACE, MATEWAL DD&NSIOM SHOWN ARE+MMLITE WW". 2.. CONCRETE TO BE CLASS A3:F'CAST 24 PLACE.. 4000 PSI F PRECAST. EXPANSION JOINTS: AT INTERVALS NOT EXCEEDING 901.. 3 CURB HAYING A RADIUS .OF 300 FEET OR LESS' tALONG FACE !f CURB) WILL, BE PAD FOR AS; H _ HEIGHT IN:FT., A SASE * 4/10 H r; .a I? r EARTH * 100 M. • r,` 3 f CONCRETE • ISO. LBS• a v I40REASE UI DEP TH, ANGLE .OF REPOSE: - 1'�x, t a 9 Gid POROUS KF'ILL .Q 1Da LBS,/OU. FT. 2TINGOR st8 AGGREGATE OR CRusmED GLASS 478 OR #8 GRADATIP0 REQtI NTS v a , v g r 3" DRA04 PIPE 8` APART B. N THIS ST ARt3; T0: BE TIEE{DjT .EXIST G 10 EFCHAitGE WEEP HOLE WITH + ° 2„s° OTH ; " WO U�� m, NaCO s 'v MESH HARDWARE a �RN Q av NNGIAROWAIE12 TH•1+ HOM FIRMLY TO OUTSIDE OF 7 jiflCK'.IfNIMIAI .:.. a;: yx. ; IQtDDD' 2 POO LBSy PIER S9: F7s gRAVQ, AND £OAR$E $MAN« WELL CEMENTFxj W,ODQ' - 20,t10p L64 FT. CLAY' AN THICK KERS},ALWAYS ;f7RYi ..: xs, 1.2.QD0 - j¢,t1TW: : t Fj` SQ. F.T, CLAY IN 'TtuCK .BEDS. MOPERATE4Y DRY 8 BOF)t2 U00; LIM. PER ; F t CLAY $BFT Z 000 4 r . �v!4 • - OOQ 1665. PER $O. FT.. HO, SAND QR{, CWAqjP ANO WELL CEINENTED 8000 "12OQO Lm PER SO FT. -I IF COWWSSION AT TOE Q(GEEDS SAFE<WlFtfF�s 401 CLEAN DRY s 4 400 ,0 S]pQ LBS: PER SQ; f T. Ij CAPACTY OF S t . A SPEC1lY;.' FOOTRiG E P$, TR SE..ySER..: ALLUVIAL'SOILS ETC. t,000 2.aO0 LBS, PER W -F., DEATH .OF WALL IN, GROUND:OETkRMINm BY CFN D.(VQM TO 6E NOT I=AN 1'-:W! , CONCRETE GRAVITY RETAINING WALL — WAD ,,R STAINDARAS LEVEL BACKFILL t�YIsiON`uATE ; :st�T 1; OF i VIRGINIA` DEPAViT'MEjtT .Qf TRANSP.ORTATION 40110 CCi9D" 4,— WIDTH. TR E--4, 4' O" 41 F t2 Y1D7H OF ENT RANGE ei' PEDES _ PEDELIMITS-, 6 EXPAINSION JOINT ROUTE ._ 44'0 RFA10E YERq ' F F EXIS[F� OR RROP ��EEpp 1 SIOE�IALK FM3 S DE�NJt $PACE.w � CURB INCLUDED 1 PEDESTRIAN ACCESS ROUTE DETAL ENTRAhjt E GUTTER :v E){PA S►GN JOIt iT ..:: h, ADDITIONAL. RIGHT-OF-WAY : IS REQ I THEUNITS. OF PEDESTRIAN ACCESS ROUTE. M EXTEND.':ITEYOND EXISTING: OR PROPOSED VDOT RIGHT -OF WAY. UNPAVED SPACE w DETAI To.. USED WHEN. 'fF1E COMBINED WtLTTH OF _ UNPAVED SPACE AND SIDEW7ALK SPACE IS .LESS" THAN '71: 8,. FLOW UNE' �. WIDTH OF GUTTER: ENTRANCE DESJRAeI E hlrNiMUM t6', EXPANSION JOINT ABSOLUTE MINM.UM 12' ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FARM AND .SLIP RESISTANT . y• n ti. PATH CONNECTING ALL ACGESSIBI E ELEMENTS OF "A EDGE OF PAVEMENT--"FACILITY-'.THAT GAN BE APPROACF�D#ENTEREOD b b• t USED EY PERI STRIANS: a . .,�J A " SIF IF PEDESTRIAN ACCESS ROUTES ARE BEPFC HALF PL,AIY PROVIDED• A tANdMUM 4' TRAYEt WIDTH, 15 SECTION B -B: REauFREO WrTH A MAX; 2X CROSS.; SLOPE. WHEN USED IN CONJUNCTION WtTH STAND CG -3 OR CG -7• THE CURB FACE ON THIS STAifDARO 1S..T0 BE ADJUSTED TO MATCH TWE MOUNTABLE CURB CONFIGURATION. *OX 70 14% C}jAFtGE PARAt30LtC b. R A. �.. FADE OF CURB,0'E�SIDEWALK SPACE .;:4 a a • a. GUR NORMAL GuffLK, 1zr, I�AIt SLOPE' . x: 4• O O 0 !, m f: SEGTIQN C. -G ;$ 4 7u a: rtaQY ooaq?e"afi $fi4:' o 89 '?�o CLAS5,� AVI E.S;j CONC. g o �.o • a . a . 8" AGER. BASE' . 2'-0" TY I.:SI2E, 2jg i 5p�t �t,;Qo FOR CURB AND GUTTER ONLY i(F POINT OF GRADE CHANGE d t FOR:SDEMIALK•.CURB AND GU BURT Ctk1t;URRENTLY ?5,.* 12: , MAXIMA INCREASE IN SLOPE AT :IAINtMUM 1tt' IN ERvnkS a a'a "R4.op SECTION A A; X �C 7K 3: Y: MAXIMUM DECREASE IN .SLOPE FOR FIRST lW INTERVAL AND " • a 8: X' MMIML1M. DECREASE' FOR SUCCEEDING; MgNIMIJM IBI 9lTEFZVALS SECTION D-fJ STANDARD WRANCE QQTTER VIRGINIA DEPAR TMENT GIF" TRANSPORTATION, 502, o V STIN M. SHIMP Lie. NO. 45 83 o � SSroNaz CG -3; NOTES :t: THIS trent MAY Be. PRECAST OR CAST IN PLACE, 2.. CONCRETE TO BE CLASS A3:F'CAST 24 PLACE.. 4000 PSI F PRECAST. 3 CURB HAYING A RADIUS .OF 300 FEET OR LESS' tALONG FACE !f CURB) WILL, BE PAD FOR AS; RAQK CURB 4., THE DEPTH OF CURB .IIIAY Be REDUCED AS )Ik.H, As 3" (13" DEPTH) OR ASED AS I➢EJC�IiI AS.3"D f ORD£R'THAT BOTTOM OF C» AY1 E 1TH THE TOP OF LOUR! OF THE P YE UOTURE. PIHERWISE THE DEPTH 15 TD'B�E 18 AS :S, OWN, F ADJL15TkEN1T I1� Tlx: PR10E BAD IS TO BE. k FOR :A DECREASE. OR AIi I40REASE UI DEP TH, 6; CGL -,S IS, TO BE USED,, ON ROADWAYS SETING Ti 'REQUIREMENTS F 7WAS SHOWN ,IN APPENDIX A OF THE VOOT' ROAD DESIGN B. N THIS ST ARt3; T0: BE TIEE{DjT .EXIST G 10 EFCHAitGE 2„s° 1rEARp MADA.'T REGULAR OPENItGS 2 SURFACE ' SEE NOTE.4 h b ..>s. BASE h Sp®BASE. dh 7'k: k STANDARD 4" CURB REY�ros. YIRc�ItA [�PPRTMEAIT AF TRANSPORi'ATIClN a5 50�. 20LD2 o V STIN M. SHIMP Lie. NO. 45 83 o � SSroNaz N GENERAL ]LANDSCAPE NOTES 1. A 6' -HIGH, PVC FENCE SHALL BE CONSTRUCTED ALONG THE SOUTHEAST AND SOUTHWEST LIMITS OF THE PROPERTY TO PROVIDE YEAR-ROUND SCREENING OF THE SUBJECT SITE FROM ADJACENT SFD RESIDENTIAL DEVELOPMENT. 2. ALL PARKING AREAS SHALL BE ADEQUATELY SCREENED FROM PUBLIC ROADWAYS AND ADJACENT RESIDENTIAL ZONES BY PRESERVED EXISTING VEGETATION, PROPOSED OPAQUE FENCING, PROPOSED RETAINING WALLS AND/OR EXISTING AND PROPOSED BUILDINGS. 3. �5 v v AczMC, r+n O 66mr0�* QTY. rn v to omv CANOPY SUB -TOTAL r r*t rn Z'�r� C,ZN SIZE C m rn Z rn W O M cr-v>W m QIUERCUS PHELLOS � n r < ZEN m a " arnrjv 19 PIN OAK QIUERCUS PALUSTRIS A 1.5"-1.75" , ccrcni -n T 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 ONLT TO SUPPORT THE OVERALL HEALTH OF THE PLANT. THE ONLY EXCEPTION TO THIS ARE THE LEYLAND CYPRESS PLANTINGS ALONG THE SOUTHEAST AND SOUTHWESTERN PROPERTY BOUNDARY. THESE AREAS WERE PURPOSEFULLY OVER -PLANTED TO PROVIDE SCREENING QUICKER THAN WOULD OTHERWISE BE OBTAINED WITH NORMAL PLANT SPACING. REMOVAL OF CERTAIN TREES TO RELIEVE EVENTUAL OVER -CROWDING IS ENVISIONED TO OCCUR AT THE POINT WHERE TWO ADJACENT TREES HAVE SEEMINGLY GROWN TOGETHER AND THEIR OVERLAPPING BRANCHING BEGINS TO NOTICEABLY COMPROMISE THE QUALITY OF ONE OR BOTH PLANTS. *LOT SIZES MAY VARY SEE SHEET C5 FOR DETAILS. SCREENING PLANTS PERENNIAL. GARDEN BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB -TOTAL KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB -TOTAL KEY COMMON NAME BIOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB -TOTAL 1 LEYLAND CYPRESS CUPRESSOCYPARIS LEYLANDII 155 5'-6' 23 3,565 18 WILLOW OAK QIUERCUS PHELLOS 4 1.5"-1.75" 370 1,480 2 BLUE POINT JUNIPER JUNIPERUS CHINENSIS 34 4'-5' 15 510 19 PIN OAK QIUERCUS PALUSTRIS 4 1.5"-1.75" 3701 1,480 6 20 CRAPEMYRTLE LiAGERSTROEMIA INDICA 18 6'-7' 77 1,386 STREET TREES 8 HERITAGE BIRCH BIETULA NIGRA 'HERITAGE' 2 1.5"-1.75" 397 794 KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB -TOTAL 3 LONDON PLANETREE (A) PLATANUS ACERIFOLIA 49 2.5"* 368 18,032 4 RED OAK (B) QUERCUS RUBRA 16 2.5" 370 5,920 5 WHITE ASH (C) FRAXINUS AMERICANA ',AUT -PRP' 14 1.5"-1.75" 322 4,508 6 HOPHORNBEAM (B+D) OSTRYA VIRGINIANA 19 6'-8' 99 1,881 BUFFERS AND EDGES WHITE ASH FIRAXINUS AMERCIANA 'AUT -PRP' 3 1.5"-1.75" 322 KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB -TOTAL 7 RED MAPLE ACER RUBRUM 9 1.5"-1.75"* 397 3,573 8 HERITAGE BIRCH BETULA NIGRA 'HERITAGE' 7 10'-12'* 397 2,779 9 AMERICAN BEECH FAGUS GRANDIFLORA 6 1.5"-1.75"* 177 1,062 10 TULIP POPLAR LIRIODENDRON TULIPIFERA 5 1.5"-1.75"* 387 1,935 11 SWEETGUM LIQUIDAMBAR STYRACIFLUA 4 1.5"-1.75"* 249 996 12 SCARLET OAK QUERCUS COCCINEA 8 1.5"-1.75"* 370 2,960 13 REDBUD CERCIS CANADENSIS 9 6'-7' 124 1,116 14 FLOWERING DOGWOOD CORNUS FLORIDA 9 6'-7' 124 1,116 15 SERVICEBERRY AMELANCHIER GRANDIFLORA 25 6'-7' 130 3,250 16 NORWAY SPRUCE PICEA ABIES 4 6'-8' 41 164 17 DEODAR CEDAR CEDRUS DEODAR 6 6'-8' 143 858 * SIZE OF PLANT CALIPER TO INCREASE TO 3.5" WHEN INSTALLED ADJACENT TO BARRACKS RD. NOTE: LONDON PLANETREES SHALL HAVE NO BRANCHIING BELOW 6' ABOVE GRADE AFTER PLANTING. HORTICULTURAL. WALK KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB -TOTAL 21 WHITE OAK QIUERCUS ALBA 2 1.5"-1.75" 243 486 19 PIN OAK QIUERCUS PALUSTRIS 2 1.5"-1.75" 370 740 22 RED MAPLE A,CER RUBRUM 2 1.5"-1.75" 397 794 23 SUGAR MAPLE A,CER SACCHARUM 2 1.5"-1.75" 195 390 5 WHITE ASH FIRAXINUS AMERCIANA 'AUT -PRP' 3 1.5"-1.75" 322 966 24 DAWN REDWOOD MIETASEQUOIA GLYPTOSTROBOIDES 3 10'-12' 60 180 25 PAPERBARK MAPLE A,CER GRISEUM 6 6'-8' 88 528 26 WINTER KING HAWTHORNECiRATAEGUS VIRIDIS 'WINTER KING' 5 6'-8' 184 920 27 CAROLINA SILVERBELL H'ALESIA CAROLINA 8 6'-8' 123 984 28 MAGNOLIA SOULANGIANA SAUCER MAGNOLIA 4 6'-8' 145 580 29 MAGNOLIA STELLATA STAR MAGNOLIA 6 6'-8' 49 294 30 ABIES CONCOLOR WtHITE FIR 2 6'-8' 44 88 31 BLUE ATLAS CEDAR CIEDRUS ATLANTICA 'GLAUCA' 1 6'-8' 41 41 32 AMERICAN HOLLY ILEX OPACA 1 6'-8' 56 56 16 NORWAY SPRUCE PICEA ABIES 2 6'-8 41 82 33 COLORADO BLUE SPRUCE P10EA PUNGENS 'GLAUCA' 2 6'-8' 15 30 17 DEODAR CEDAR C:EDRUS DEODAR 6 C-8' 143 858 3 LONDON PLANETREE PLATANUS ACERFOLIA 3 1.5"-1.75" 368 1,104 FINAL LOCATION OFI CREEN FENCE RELATIVE TO PROPERTY BOUNDARIES MAY V RY FROM LOT TO LOT IN RESPONSE TO NEIGHBOR'S PREFERRNCE AND EXISTING LANDSCAPE FEATURES. PROPOSED SCREEN TREES (1) 8'-10' SEE NOTE 3 - GENERAL LANDSCAPE NOTES I ADDITIONAL TREE PLANTINGS TO FILTER VIES AND PROVIDE INTEREST SOLID PVC FF�NCE WITH i,TTICE TOP - EDIU TO HE FINISH ADDITIONAL TREE PLANTINGS TO FILTER VIEWS AND PROVIDE INTEREST PROPOSED SCREEN TREES (1) 8'-10' SEE NOTE 3 - GENERAL LANDSCAPE NOTES REQUIREMENT CALCULATION Acres Total Site )Acreage 9.42 minus Farmland Credit 0.00 Recreationcal Credit 0.00 Open Space Credit 0.00 Public Land Credit 0.00 School Reclreational Areas Credit 0.00 Open Space Amenity Credit 2.19 Preservation Credit (20' Buffer) 0.00 Agent Approved Credit 0.00 Basis for Canopy 7.23 Basis for Canopy 7.23 Tree Canopy Requirement x 20% Total Canopy Area Required 1.45 63,162 CANOPY PROVIDED (see plant list) 68,486 W11 IW MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeller@terraconceptspc.com L'f1i 0P Mark E. Keller t' Cert. No. 0239 U w P E A R G�ti SCALE: V=40' SUBMITED: 3-17-14 DRAWN BY: MEK REVISIONS: 1. 4-4-14 STAFF REVIEW 2. 5-27-14 STAFFREVIEW 3. 6-2-14 ARB REVIEW 4. 7-17-14 CLIENT CITANGES All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terre Concepts, P.C. 0TERRA CONCEPTS, P.C. � � a � 5 E a H L'f1i 0P Mark E. Keller t' Cert. No. 0239 U w P E A R G�ti SCALE: V=40' SUBMITED: 3-17-14 DRAWN BY: MEK REVISIONS: 1. 4-4-14 STAFF REVIEW 2. 5-27-14 STAFFREVIEW 3. 6-2-14 ARB REVIEW 4. 7-17-14 CLIENT CITANGES All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terre Concepts, P.C. 0TERRA CONCEPTS, P.C. 0 0 _w rw C, 4 AMENITY ❑ (I & GREEN SPACE CALCULATIONS REQUIREMENT CALCULATION SQ. FT. Total Site Acreage 410,307 Amenity Space Requirement x 20% Amenity Space Required 82,061 REQUIREMENT CALCULATION SQ, FT. Total Site Acreage 410,307 Green Space Requirement x 20% Green Space Required 82,061 AMENITY SPACE PROVIDED 89,007 GREEN SPACE PROVIDED Amenity Space 89,007 minus paving—structures—tot lot 10,908 permeable amenity space 78,099 add"I green space NIC area on lots 16,444 Green Space NIC On—Lot Area 94,543 AMENITY PROGRAM TOT LOT WITH COUNTY REQUIRED PLAY EQUIPMENT 8'x8' SHELTER WITH PICNIC TABLE COMMUNITY VEGETABLE GARDEN AREA LINEAR PARKS WITH TRAILS HORTICULTURAL GARDENS 12' X 12' PAVILION OTHER LANDSCAPED COMMON AREAS *LOT SIZES MAY VARY - SEE SHEIET C5 FOR DETAILS. I[t)li�t�����1�, I''1" III-_'�'I -III-_'��- I���0�1'' C �t�\l l''I .I�:�I� I�; ❑I"I�:C �I I�IC �.'V�I�I��!:❑:-� ®1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDE OF DRIP LINE OF TREES TO BE SAVED); LOCATIONS AND TYPE OF PROTECTIVE FENCING; GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS SOF CLEARING; ®2. MARKINGS: 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 MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE -CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. ®4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STIORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. X-15. SOIL EROSION AND STORMWATER DETENTION DEVICES: 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: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. ❑8. PROTECTIVE FENCING: TREES TO BE SAVED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. ®9. TREE WELLS: 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 SUBMITED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN 'THE DRIPLINE OF A TREE TO BE SAVED. A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION( DETAIL SUBMITTED FOR APPROVAL. ®11. TRENCHING AND TUNNELING: 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 THE PREFERRED ALTERNATIVE WHEN IT IIS ANTICIPATED THAT TRENCHING WOULD SIGNIFICANTLY DAMAGE FEEDER ROOTS. ®12. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEM REMOVED DURING THE FINAL CLEANUP. ®13. DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY AN ARBORIST. NOTE: IT IS THE DEVELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER'S SIGNATURE DATE CONTRACT PURCHASER SIGNATURE DATE DEVELOPER H SITE SEWER CONNECTI =R TO SHEET C7 1 a' I I'0 1601 .� MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeller@tenaconceptspc.com ,LTH OF UO , Mark E. Keller r Cert. No. 0239 F' � U lv c�PE ARo SCAILE: V=40' SUBMITED: 31-17-I4 DRAWNBY: MEIN REVISIONS: 1. 4-4-14 STAFF REVIEW 2. 5-27-14 STAFF REVIEW 3. 7-17-14 CLIENT CHANGES All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to aI third parry Without first written authorization of Terre Concepts, P.C. © TERRA CONCEPTS, P.C. T S 0 tv\ 00 00U SAN-4 SAN -4A SAN -5 SAN -6 SAN -7 — z N 4 SAN—8 " w 0 � SAN -10 AN -10 �' i.r, z v �z 580 580 600 = + 600 1� � W z � 575 OMNI eisissonso 575 (Z' a _ — — ��- ilm 570 570 590 590 D 585 -'`+1 565 565 585 o 580 - log - N 560 580 " 560 > MINE 555 555 575 575 J MINz� 550 550 570 570 2 NNW-MIMI�, o 545 � � � w � 545 565 565 �j1 0 1 MIN z Z Z �" -� 0+00 0+ + + + + + + + 4+50 5+00 5+50 6+00 6+50 0+00 0+50 1+00 1+50 (__1SANITARY SEWER PROFILE: SAN -4 THRU SAN-8(__2�SANITARY SEWER PROFILE: SAN -10 THRU SAN -10A o C16 SCALE: HORZ: 1"=30' VERT:1 "=10' C16 SCALE: HORZ: 1"=30' VERT:1 =10 I� SAN -8 SAN -9 SAN -10 SAN -11 � � SAN -88 JU N M. S�ITMP SAN -8 SAN -8A Lic. 0.4 183 �00a ��� o ��N g22(14 w� 2r tD l� +CO M-- gco =+ad rnrn =dam 600 0- _ - W W W 60( SS101VAL V In 585 585 LO 595 ----- 59` 580 580 590 59( 575 575 585 _ _ 105 941 58: 570 570 In E E 580 - 58( 565 _ E �' 162.72 LF565 a c U N � N i' Q � F 575 _ 57,r O •� v o 560 560° 0 a " u " C3 a 570 -- 57( Q ¢ v o 555 555 Uj o 565 — 56` 550 � M - g N �, v a In N 550 f _ Z:) 560 -- 56( o` d ao)N� N N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 `v `� N 555 C-4 _ - `° CO °' 55� N O 00 a � O C7 LO cfl O CD z_ 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 > �; K;'i L6 3 SANITARY SEWER PROFILE: SAN -8 THRU SAN -11 4 SANITARY SEWER PROFILE: SAN -8 THRU SAN -8B C16 SCALE: HORZ: 1 "-30' VERT:1 "-10' C16 SCALE: HORZ: 1 "=30' VERT:1 "=10' BARR CKS 1-12 SAN -1 SAN -2 SAN -3 Q SAN -7 SAN -7B 600 600 LL hM NO Z 580 = + �' - = 580 595 595 , o _ a 4 GR D _ 575 575 590 590 a' 570 _ - 570 585 585 Z i 565 - 565 580 580 G "--12- Mff SEPTRnN 11 Willa 0 560 ,�, 560 575 0 U ug MIMI 575 555 - ' 555 570 uj 570 W M '1I �, W 550 �" 550 565 565 LU_ Z z 560 0+00 0+50 1+00 1+50 2+00 2+50 3+00 560 uj 5 SANITARY SEWER PROFILE: SAN -7 THRU SAN -7B 555 555 MI SCALE: HORZ: 1 "=30' VERT:1 "=10' 'J C16 Q � 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 Z Q rC�SANITARY SEWER PROFILE: EX -1 THRU SAN -3 Date C16 SCALE: HORZ: 1 "=30' VERT:1 "=10' 03/18/14 MINIMUM Scale iiiiiiiiiiiin 151 N A Sheet No. o.: C16 OF 23 �! F' o. • O� File N 12.014 w�rr::tiw11■ww�ll - • 1■■IIIIft • .... ■11111■■r■11 I'� w 1�1■111 '� �r� .. .. � .. � �— wlwA�l■1■I�■'f�: =1� _ 1�"'"""' --- ��TIiiii '.�r:r"'L"_ !. •...�■�''sr�. _ !N� ■ -- ■111111■ I■� ■■��ww�1w■■ -- ■ .. � .�.arlw�■ 11� X11 �w�■I I�w� ■■■ i = ��1■111■�1■ e � � ! , . � �ww■Iwl ■11��11■w 11■ IIS ��� _�=__ ' l�arC:�t:�in:rr�>awrr�•...•+.=1 _ �=� ■w11w�w�1■Irww� iii ��■w� ■I■� _ _ ■ww1111w■11�1■�-�, I�'7rr/11 w�iw■■�■■■I� 11■ rl�l■�W �i� I_ �----.,.�,..•.�,;�zr�awllwr■Iwrl■■1111■Iw•�i■ : — ■I■Irl wll-iwwl■1■I ■Iwl rlrllrl■rlrl■ w�■rlrwlrrll iii -—�—=–� � � __ 11 M1� ��/,,r+r�w1 Iwo wlwl■wlwwl1w11w�1■� _. II�i���i�f:Ri :YL•�r• rlrrl�l� ■■■■� �� X11 11 % � �■� � � ir■iii�'•�__.._ :._._ _.. _ _ ���� � Ir■r1■■■1■1■1■■1■� weir _ ■■ illi • �. � �,; "� ,. IIS ■ X11 iii �11�!S�wwl X11 _ .r•._■•"'"""..�I`.r�u■�i'Y�1■� �i'i1iIW� ■1■ ■�11 � s11■tr:�:. - r.�sl■w�sw���lw■1 iil�riliii�l: X11■I l�i�fi iii ,I�If����+��wwl h:�111r•1■ �1/■I h:11 n�■r■■ww■�ill ■■■Iiww■w X11■I ■�iuiliWiWliY�i��[��- - _ _ - - �■1■■■wwl�ll J�r_�_�!_wwl ■ w ■ -- ■111111■ I■� ■■��ww�1w■■ -- ■ �w�■I I�w� ■■■ i = ��1■111■�1■ e � �ww■Iwl �www■ww■� � ■w11w�w�1■Irww� ��':�•��1 e::� ■ ��ii"� illi • �. � �,; "� ,. IIS ■ X11 iii �11�!S�wwl X11 _ .r•._■•"'"""..�I`.r�u■�i'Y�1■� �i'i1iIW� ■1■ ■�11 � s11■tr:�:. - r.�sl■w�sw���lw■1 X11■I l�i�fi iii ,I�If����+��wwl j �1/■I ■�'.�: , ., . ,1!'lIT.11w�1♦�w1k!� ■■■Iiww■w X11■I ■�iuiliWiWliY�i��[��- - _ _ - - �■1■■■wwl�ll J�r_�_�!_wwl ■ ■ _ ��l1■.r.aw■111� 600 595 590 585 580 575 570 565 560 555 590 585 580 575 570 565 560 555 550 545 PROVIDE IS -1 FOR ALL STRUCTURES. SEE SHEET C18 FOR DETAIL 0+00 0+50 1+00 1+50 STORM SEWER PROFILE: ST -20 THRU ST -15 SCALE: HORZ: 1"=30' VERT:1 "=10' 2+00 2+50 3+00 3+50 4+00 4+50 590 585 580 575 570 565 560 555 550 545 590 585 580 575 570 565 560 555 590 585 580 575 570 565 560 555 0+00 0+50 590 585 580 575 570 565 560 555 550 545 5+00 0+00 9 STORM SEWER PROFILE: ST -1 THRU ST -32 i17 SCALE: HORZ: 1"=30' VERT:1 "=10' 0+50 1+00 1+50 STORM SEWER PROFILE: ST -30 THRU ST -26 SCALE: HORZ: 1"=30' VERT:1 "=10' 590 585 580 575 570 565 560 555 550 545 ST -26 ST -1 ST -2 ST -3 ST -5 ST -6 IST -18 ST -12 ST -11 ST -10 ST -9 ST -8 ST -7 _ rw: bm 1111 ��:. I " man �NIPPONMINOR ;.� _. � t1 �Itt•111111■11 ttI •_ /It11111111//Illlllt: I/w ■111//liii��r�ll1■11��iri�J�ttll■1� ei:�:Hl 11111�'�1f.+`i11►I( ��I � �a�■�tIH17■ tttt�', -- ttt� ■�ttt���� r i.•lq ►'N/1// tt �- �� tt■/1 t1/III/II/�.� �IAwI ME tt���tt .. •I* WE ��IN MEN ll 111 PEP Idli-// iffilm!�II��II 1//11/INI�/■/—i■ � i, ra7trl�l,in3!� /1/ ����a�/■111■ � � 9- i�1■/I■/■I/■1■■■//Iw1//Iri�'-rw. - — __sill'. ��� .. It�!�■■!��i�iT �t ■ NINE �� ■■�■� �� �/���s.-.c�it1 _ _ _ IN - ---=-- 11/ iil� ■t�y��iu�yaJ:v�:r�c+i►11BIEN ■/E■ 1�r i islNt �tt�� 1•rr -- -- - - /tom // /� l�� • � � • � � ., . � -. ME .. -/t Is �'� ._ ��ti�i�wr!1 EP gomol _ --'r,... __.. IN IN - i • i. i �� -ft WIWIWIM tr- tt�' ttt�tt��r��ttttttl go tt� ttt� ��� ��tttt� t�attt�t■t■�`��1�/■//�!"= ---. —"����i■ X11— i�i11� iii �a fM)fliwwt• t/ //S� �■ MIME��I�■■�■�� �O� t� t e/��"�' ""---,_ __ _ �■'�'■/1111■111111— � •• `: C��II�/1111/I��N • t`►�- _ __ �%I �� . + _ NINE- _ .. imi N ONEi 1>•i 565 560 555 550 545 540 0+50 as 1+50 STORM SEWER PROFILE: ST -26 THRU ST -6 SCALE: HORZ: 1"=30' VERT:1 "=10' 2+00 0+00 1+00 2+00 STORM SEWER PROFILE: ST -25 THRU ST -22 SCALE: HORZ: 1"=30' VERT:1 2+50 585 565 580 560 575 555 570 550 565 545 560 540 555 550 3+00 ST -27 ST -31 3+50 585 590 580 585 575 580 570 575 565 570 560 565 555 560 550 555 4+00 60( 600 59` 595 59( 590 58: 585 58( 580 57. 575 57( 570 56; 565 56( 560 55: 555 4+50 590 600 585 595 580 590 575 585 570 580 565 575 560 570 555 565 bm MEMO.. ��:. " �NIPPONMINOR ;.� _. � t1 �Itt•111111■11 ttI •_ /It11111111//Illlllt: I/w ■111//liii��r�ll1■11��iri�J�ttll■1� ei:�:Hl 11111�'�1f.+`i11►I( ��I � �a�■�tIH17■ tttt�', -- ttt� ■�ttt���� r i.•lq ►'N/1// tt �- �� tt■/1 t1/III/II/�.� �IAwI tt���tt .. •I* WE ��IN WE ll 111 PEP Idli-// 3+50 585 590 580 585 575 580 570 575 565 570 560 565 555 560 550 555 4+00 60( 600 59` 595 59( 590 58: 585 58( 580 57. 575 57( 570 56; 565 56( 560 55: 555 4+50 590 600 585 595 580 590 575 585 570 580 565 575 560 570 555 565 v rvv Vt JU I'1 -VV ItJU STORM SEWER PROFILE: ST -18 THRU ST -7 SCALE: HORZ: 1"=30' VERT:1 "=10' 600 590 595 585 590 580 585 575 580 570 575 565 570 560 565 555 0+00 0+50 0+00 0+00 0+50 590 580 585 575 580 570 575 565 570 560 565 555 560 550 555 545 0+00 0+50 ST -21 ST -34 bm MEMO.. ��:. " �NIPPONMINOR ;.� _. � t1 �Itt•111111■11 ttI •_ /It11111111//Illlllt: I/w ■111//liii��r�ll1■11��iri�J�ttll■1� *!AI I� � �a�■�tIH17■ tttt�', -- ttt� ■�ttt���� r i.•lq ►'N/1// tt �- �� tt■/1 t1/III/II/�.� �IAwI tt���tt ��IN WE ll 111 PEP Idli-// =:MANN 9- 1111 � /111// ��� .. It�!�■■!��i�iT �t r ,, tttt. � tt.._/.•�"--- .�ttattli��uu►a/t�l..a■Iii.71/ i', i'i��t/tom t/t/tit/tt — tttltt /tom // /� l�� • � � • � � ., . � -. _11111111.-_ttttttl_, .. -/t //�tttttl1t �'� ._ ��ti�i�wr!1 - WIWIWIM tr- tt�' ttt�tt��r��ttttttl --i■:ter tt� ttt� ��� ��tttt� tttt� tttt� t t tt�/t tvAmm_ iii �a t/ //S� �■ MIME��I�■■�■�� �O� t� t e/��"�' ""---,_ __ _ �■'�'■/1111■111111— ... 4� 111111 y Illl+:i �1�i*.i// w , ® 11�c�c�ltt��ttt® ttt� ttttr� - ® �®� tttlllt v rvv Vt JU I'1 -VV ItJU STORM SEWER PROFILE: ST -18 THRU ST -7 SCALE: HORZ: 1"=30' VERT:1 "=10' 600 590 595 585 590 580 585 575 580 570 575 565 570 560 565 555 0+00 0+50 0+00 0+00 0+50 590 580 585 575 580 570 575 565 570 560 565 555 560 550 555 545 0+00 0+50 ST -21 ST -34 0+00 Z+oV 590 580 585 575 580 570 575 565 570 560 565 555 560 550 555 545 550 545 3+50 4+00 600 595 59a 585 580 575 570 565 56011 555 4+50 590 585 580 575 570 565 560 555 550 545 11 STORM SEWER PROFILE: ST -26 THRU ST -33 0+00 0+50 1+00 1+50 „ 11 STORM SEWER PROFILE: ST -26 THRU ST -36 5 STORM SEWER PROF LE: ST -12 T C 1% SCALE: HORZ: 1 =30 VERT:1 =10 C � 7 SCALE: HORZ: 1"=30' VERT:1 "=10' H R U S T -14 C1 % SCALE: HORZ: 1 "=30' VERT:1 "=10' STORM SEWER PROFILE: ST -27 THRU ST -31 4 STORM SEWER PROFILE: ST -3 THRU ST -4 10 STORM SEWER PROFILE: ST -21 THRU ST -34 SCALE: HORZ: 1 "=30' VERT:1 "=10' C 17 SCALE: HORZ: 1 "=30' VERT:1 "=10' � .� ` C� % SCALE: HORZ: 1 =30 VERT:1 =10 \O,� bm ENRON-'" r i.•lq ►'N/1// tt ��►��.yne�eir�mru��r1r nett tt���tt ��IN WE ll 111 PEP Idli-// =:MANN 9- ��s i�:11111�� WIWIWIM ENSURE �a 0+00 Z+oV 590 580 585 575 580 570 575 565 570 560 565 555 560 550 555 545 550 545 3+50 4+00 600 595 59a 585 580 575 570 565 56011 555 4+50 590 585 580 575 570 565 560 555 550 545 11 STORM SEWER PROFILE: ST -26 THRU ST -33 0+00 0+50 1+00 1+50 „ 11 STORM SEWER PROFILE: ST -26 THRU ST -36 5 STORM SEWER PROF LE: ST -12 T C 1% SCALE: HORZ: 1 =30 VERT:1 =10 C � 7 SCALE: HORZ: 1"=30' VERT:1 "=10' H R U S T -14 C1 % SCALE: HORZ: 1 "=30' VERT:1 "=10' STORM SEWER PROFILE: ST -27 THRU ST -31 4 STORM SEWER PROFILE: ST -3 THRU ST -4 10 STORM SEWER PROFILE: ST -21 THRU ST -34 SCALE: HORZ: 1 "=30' VERT:1 "=10' C 17 SCALE: HORZ: 1 "=30' VERT:1 "=10' � .� ` C� % SCALE: HORZ: 1 =30 VERT:1 =10 \O,� Structure 12 Inlet Length (ft) ST -1 DI -313 8 ST -2 DI -313 8 ST -3 DI -313 6 ST -4 DI -313 6 ST -5 DI -313 6 ST -6 DI -3C 4 ST -7 DI -313 4 ST -8 DI -313 4 ST -9 DI -313 4 ST -1 0 DI -213 6 ST -1 1 DI -213 4 ST -1 2 DI -213 4 ST -1 3 DI -213 4 ST -14 DI -3C 4 ST -1 6 DI -3C 10 ST -17 DI -3C 8 ST -1 9 DI -3C 12 ST -27 DI -3C 4 ST -28 DI -3C 4 ST -32 DI -313 8 IN LET LENGTHS C1 S NOT TO SCALE eenahFoituiMtg6 }ittp:l/w>tiw.uff:+ii.cvm/munic7p6Vpto'ilue�stpia[5hs! NEENAM 580 #�-421'�•�A 575 Gonvex.Grate. 570 Ooyy :duty' 565 !''----- - =------- 411.4' ---4Td4? 560 r , 555 ■ 'Availa4lp Writh or wilhput..an9ie flame; RieaseS(FePfy- 550 • Ftirsiiigditchdrain¢�e.. 1.0 CalafOg'NyintjdY GafB'TS'Pe Sq:F.oatQPPQ .wir Forimolor wool Foot [t•9275�R .m.-�,..•.....,....,- i3eehlY¢. .. _g_Q .�.6 SCC 2 02974 NeenariEa,4iidry a9 ngfiG'.reseiveif.,. l:caf L 5/28t2D14'°1s03 P BMP #2 Maintain - Berm 0571.24 to prevent runoff over the hill into adjacent lots, 2' MIN. OVERLAP (TYP.) FILTER FABRIC (SIDES) BMP #1 v sL TO URA To IWRT or . rK SECTIQN A -Ek METHAD OF TWI ATMEMT It1 DROP INLETS 6 rr sLOPE.`Tfl uRnw s PIPEiS' lBOYE kIYERT: OF To I�IVERP OF 04TI,E7 rw Awm r �., iyn a y 1 '�'• L&~ t $ a F� I{ _ ...A .............. UpYrAt1A4.I.Y QA WT Tw PAtTti�-*. INET &P OU'[L6T - ce�b ia .FA �i SEC 8-8, PLAN METHOD .OF 'TREATMENT IN MANHOLES STANDARD METHOD OF SHAPIN.0 E RANH.OLE A. INLET INVERTS 302 ,VftMIA:W,AWTIAkNT Qf TRJN.WO TATM Il• E; f0y ni Trn t'nA%Irl 6" PERFORATED PVC OBSERVATION WELL WITH SEDIMENT BARRIER FILTER FABRIC (TOP ONLY) -III�IIIls�tlI1111II(- NOTE: FILTER FABRIC SHOULD NOT BE PLACED ON TRENCH BOTTOM UNDERGROUND INFILTRATION SYSTEM NOT TO SCALE B M ID 41 SCALE: 1 "=10' 1� i 4 E� �Z 1112 ` I Maintain Berm @ 571.24 \ BMP 2 SCALE: 1 "=10' RGROUND [\l T I L T A,TION ACCESS 575 570 5(65 5(60 5;55 5,50 5,45 5,40 590 585 580 575 570 565 560 555 DRAINFIELD INV=573.0 100 -YR WSE=572.20 p a'0 CMP 10 -YR WSE=570.72 p SHARP CRESTED WEIR INV=570.80 2 -YR WSE 568.24 p 4" X 6" RECTANGULAR ORIFICE INV=568.30 9" X 8.5" RECTANGULAR ORIFICE INV=566.41 INV=564.0 REINFORCED STEEL PLATE DRAINFIELD INV=563.0 BMP #1 WEIR PLATE NOT TO SCALE 100 -YR WSE=562.80 0 10 -YR WSE=559.99 2 -YR WSE 557.52 p DRAINFIELD INV=563.0 9'0 CMP SHARP CRESTED WEIR INV=560.10 1.0' SHARP CRESTED WEIR INV=557.60 19" X 14" RECTANGULAR ORIFICE INV=555 REINFORCED STEEL PLATE � INV=553.0 DRAINFIELD INV=552.0 BMP #2 WEIR PLATE NOT TO SCALE 0+00 0+50 1+00 1+50 ,BMP 2 PROFILE SCALE: HORZ: 1"=30' VERT:1 "=10' 0+00 0+50 1+00 1+50 STORM SEWER PROFILE ST -18 TO ST -35 SCALE: HORZ: 1"=30' VERT:1 "=10' 100 -YR WSE=572.20 p 10 -YR WSE=570.72 p DRAINFIELD INV=573.0 8'0 CMP SHARP CRESTED WEIR INV=570.80 REINFORCED STEEL PLATE DRAINFIELD INV=563.0 BMP 1 SOLID WEIR PLATE NOT TO SCALE --- - -- 100-YR WSE=562.80 p 10 -YR WSE=559.99 0 DRAINFIELD INV=563.0 9'0 CMP SHARP CRESTED WEIR INV=560.10 REINFORCED STEEL--/ PLATE INV=553.0 DRAINFIELD INV=552.0 BMP #2 SOLID WEIR PLATE NOT TO SCALE - - -- - - 575 585 570 580 565 575 560 570 555 565 550 560 545 555 540 550 590 585 580 575 570 565 560 555 0+00 0+50 1+00 BMP #1 PROFILE SCALE: HORZ: 1"=30' VERT:1 "=1( 585 580 575 570 565 560 555 550 Ditch Sections Section Lining Channel Depth Channel Width Channel Side Slope 10 -Yr Velocity 10 -Yr Depth SCCII Grass 1.0 5 5:1 1.78 0.49 SCC 1A Grass 1.0 5 5:1 1.78 0.49 SCC 2 Grass 0.8 4 5:1 1.51 0.34 SCC 3 Gross 0.9 4 5:1 1.41 0.37 SCC 4 Grass 0.8 4 5:1 0.82 0.25 SCC 5 Grass 1.0 5 5:1 2.75 0.48 INV M4 1 Grass S�aQe - -11I� Depth p S�d�I- 1-_ 1-11=1 -III-11 -III-1 L ri� TYPICAL DITCH SECTION DETAIL C18 Not To Scale � Ll U TIN M. SHIMP Lic. No. 5183 � f 0 '810NAL E� ri� TYPICAL DITCH SECTION DETAIL C18 Not To Scale NNE.C-TION NOT"NOTES':EY)tEF, �ERVtC,R L!P ,L CQ � JE9� SIZE yVF 'AL, +..} CTj lCii AM!,ANRCLE E, 4%_:11 Nfl! INV___RT E_�-JATPN FOP _Hz_�,S­ERVICE 4A T-4AL 3 .... ,4, IFF c. c Hu v?^!) X4".I 1/4' -1E AIT LEASTT IAT I �TE�A� PIF� 1�, p 70' �7� T!0_11 E�_�VATKIN TI,E -H' RIFE, �CQ_K�IE.C_EQ I�IF NIAN �01 F. 17 AN :,X MAN SHALL LU.T'llE E n,NE , t�u.i a 16 tel II 5flAl I 'L :L- .1 Rp ,I(:l _,`QNN! ij)" THR.Q$T BLQCK7 A I ViF i I A IF RAI S3SFAI Hi,�VF A 'INWM Vhi u fo, x. METER BOX (SEE FIG. W-7 ir A_L L1TERAL5, S.F AL- HAVE A ;,1 `I ,WIM "c";ZWER I SIr 4v: T T�X.A ::r 5 *-GrV7W .3.'x9_'2.1%4* 2- �7 : 4 4�-6-01 2 1/4* 1:tt 3 ,3 125, FIN S-3-AED GRC)UIND ALARKER 6.4,­� .j E ­\[D :DF— LATERA. mA.,\4 L R.E. SECTION IN EINE WYE TEE PLAN VARIES EWER SERVICE LATERAL, QQNNE-CTIQN ........ .. ............. ... ml in :�nn I E 0. 6 L1 (n C.4 E FOU..., QATJC N W T �,R JAL. il.R �KY VAI !4AI C. lt',r '1p U -d to 3 T.A,Ojr Ilt I r'�mf 12LAF TYNCAL SERVIC"E LATERAL. IOSTALL.ATIQN. t -UK t3 U5: 5 & bMALLtK USE STRAP ON BEND WITH FOR BENDS 10' THROUGH 12!' OF BEND, ANCHOR BOLT:ON CENTER: LINE USE; _2:STRAPS ON EIENDS. AWACENT TQ BELL$, ASSHOWN� FOR 14J3.1END. USF .3 STRAPS ELEV*TIQ PAINT AI L.E PQ . COATS QF' bfl MINOUt, PAINT.SEP S.TFEL TH 2 SEND:PIPE: SIZE PF;i� E, ...... ... .... .. YT.t -0. P pliI - X4".I 1/4' wq�r 70' 2@�3�91 2 2@ -- 12* 17 �V_ LU.T'llE T.S-41 , t�u.i a .4" Z�Irl, SY,01 �fwr Z�w THR.Q$T BLQCK7 w u fo, ryi-9�otht. METER BOX (SEE FIG. W-7 ir ZV-91 W -V S -V - '4!-3 2' I SIr 4v: T E ::r 5 *-GrV7W .3.'x9_'2.1%4* 2- 10'4'-0' 4�-6-01 2 1/4* 1:tt 3 ,3 125, ff G1 6.4,­� .j 0 .2" PIPE SLOPED TO, BRAIN IF 6 .�41 1217 1,50 Yrf ,T :?-jypl _4Ab q,. I PIPE C: THREADED, TAP. C�iL- a T OD 371 �1 bq . , DEAD END (TYPE ;,,A„). U < 0 0 ......... ASSEMBLY 3, 16 -0 < o _ co < Of < 0 2--91 2-66, B-32, ............... N ....... .... . o r4p- 4,33 '& ..22! lj'?• w 333 — — — — — ......... -q- -4- — (S . . .... ­ m ­. , ... v THE E JR6i CHAN GE VIR m TION, CHAN 0 11t NR A I NO ., AT 01) P.5 1. r_CN C Rpl- Q) 'TE `iif `16WA. �6 ON AN- R�SPQ_5113�LE !,Q ftiE.. THEj'fP!! m C C. ETET ).S- T R, " �2 t -UK t3 U5: 5 & bMALLtK USE STRAP ON BEND WITH FOR BENDS 10' THROUGH 12!' OF BEND, ANCHOR BOLT:ON CENTER: LINE USE; _2:STRAPS ON EIENDS. AWACENT TQ BELL$, ASSHOWN� FOR 14J3.1END. USF .3 STRAPS ELEV*TIQ PAINT AI L.E PQ . COATS QF' bfl MINOUt, PAINT.SEP S.TFEL TH 2 SEND:PIPE: SIZE C 4 E F 4-- jr 2-6' V -Z 2 , 1 1/4.r BENCH. 5.LOPEL) TO FLOW: X4".I 1/4' wq�r 70' 2@�3�91 2 2@ -- 12* 1 -[ ;e 2F__(_4�- r 3 3�r -zv e�-tr r �V_ 181 T.S-41 LUEIR ICATE ALL THREAQS: .4" Z�Irl, SY,01 �fwr Z�w THR.Q$T BLQCK7 w u fo, ryi-9�otht. METER BOX (SEE FIG. W-7 ir ZV-91 W -V S -V - '4!-3 2' VALVE -4-,i 4v: E ::r 5 *-GrV7W .3.'x9_'2.1%4* 2- 10'4'-0' 4�-6-01 2 1/4* 1:tt 3 ,3 125, E w-1li. fr 0t3' -9- .b'-0 7 27 -3" THREAD CHART FOR UPPER aECTIQN VER1,TICAL':8LOCKfN0. N STANDAfD 90' HOOK ON EptY W ANQ 20 BOLTS: Q FACE CENTER BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENUSS NOTES: I N. THE: LID.. (11) FDR TOUCH 'READ MLTERt A I�Sle DIAMETER HoLE. is REQb(RED TYPICAL MILTER BOXES (5/8"_1;W_METERS) SIZE BRA AN NCIH i � D VALVE THE SAM A$. WATER MAIN---,, WATER M BOX VARIES J. PLUG. \—ROD VALUE TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON-LINE (TYPE "B") NOFE: HYDRANF MUST O.E. EQUIPPED WITH c4A-kLbTTEs- LOCAL STANDAR THE0, VIi LE THREADS WHICH. IS LENGTH Or'BRANCH VARIES, TO 1:0' 1 CO. FT. VALVE; BOX ST if 36im(N .6 GATE VALVE ...... TEE 259,0 P;S.j, c.6N(.Ru _HRUIST RA.55 ANQ T 7 BLOCK AGAINST UNDISTURBED STABLE SAIL, FEL. PILE V4` THREADF.b. RODS TO, WHEN THE SOIL IS DISTU118ED OR WHE MAIN IN. ALL INSTALLATIONS,. A HY04ANT IS LOCATED* IN A FILL, A CHOR Rbbs -SHALL BE GA*LVAKiZED TIF VALVJ2 To T1:1t; HYDRANT wrrt 1 2 � 3,14 ON ASOHAL-r cQATEb THREADED ROD'S, IN ADDITION, TO, POURING CONCRETE. - IF NiF'C555 PFILE.A,RY, A STEEL E SHALL. Pt: U'1SED_,AS-_ ADQJTIONSuiAL PPORT NOT F: WITH'GRAVEL AN15. KEEP FREE OF C ETE. L SURROUND. WES"P. HOLES 2: MAINTAIN A 3.' MIN. COVER FROM THE' MAIN: TO. THE FIRE HYDRANT j, _FINI kro `JRAP� SHALL SLOPC. At AY FROM THE FIR VALVE BOX; 4; THF. 6P:T*E' VAI, Vt. IS AIL LOWED. IN 51 IQDLDBR'.� OR THE. QITE:, IT 15 NOT ALLOWED IN "IHE DtfCH. 5., 'FIRE HYDRANTS $HALL. BE INSTALLED, AT LO.(-AT[ONS WHERE WEEP [10I.FS ARE ABOVE. THE PRr.VAfIJNC, c�potmrj.WATER ELEVATION. :IF r H . REQUIRED . BE it e WEEO HOLE 8' N WET AREA S SHA,! �4 �E PL.UGQEQ AND THE HYDRANT SHALL R -E PUMPED DRY, TYPICAL. TRE. HYDRANT A5SE.MB:LY* DETAI.L CP4 TOP CF OUT PAY. Ll gpgPAVEWEINT i5t&-swasm OF WET' *010, iHak 08, PL” PAVEMENT -------- IW� OIMEN*m SHOW wdi unt al!W ON THE SAE THE. -7 OOWWATfW,��A.'#j A JDITlT Ti ..Im V 'WER END OF CUTS J7£70 'TWE 7CP'AF iS RUC FOR r COMBINATION UND00RAN.CO'.1 A1'_ 10 SM AND THE. ACTUOV,cOMBINAT1CIN:.QNDER'DRPJN! CD7�2 ON FILLS WT'QR'U!'F wTW THE T =LIZ -CENTER UNE .SEG,.. (WITH TML I T STZA 0Z OF FAVD1101T G�, PAVEMENT rni'FOR ...- m OF, . JID RACM ALL, POE, Of Y. -TO TL HE *EwoT )L WOULM, 5COVER 1`�WOVEDI Tki BE MT NIPE� HE , &RQ a, LINE WITH 44' TRENCH -PLACEMENT L4*P 1� 9"UTPOL �T*R ma 'M sr—A E�ww TOE Of, FILL Ma. .4tliiE ! sAWr 1 FON OZFo .aZ. - -w st�i b* 4, �A­ PAVELffiNT'SURFACEli, 'iim . OUTrALL, f Sim z Or ��p POE 19 MCWM THIN THE FIGTTOM.01F. TME' SUOBASE (ON, WN4, io.; - ­­­ - - fs OF P SEE AGGREL:ATE.1�1 OF:THE F AA11E ".A.4 r ' 3f SHEET O 2 OF 3) IV OR 410WATIL SEE NOTE71. IN THE STRIJOTOW., W=91', Of: FORMISHNG PLAN VIEW SHONNQ,PLACE MFNT �OF . I-. � - W. :01NIDERDRAIN. PLAN Vqg US PRI THE!��, CM IAU T OF Cp,j qqW1W1,qN, UNDERDRAIN) e===0 P, HOLE: s� MEETING fa *0qiw!mwwwir-, bo; :STEPS mklo Ee movitIm. it 0 41 - OR WEATER. FOR KTAMSEE ATANDARD: *7-1 N0111-PERFORA10 OUTLET PIPE 4, RENFORCIM CONCREM40OMWMANSE.. -CFMMM STRENGTH f�EIAMETER MOR CAST-N-PLACL'TWO .LFTK OR 'TYPE F PPS Now: F ___ LE Q AST hm 1� XW.T.r4-'NOKD"U )(Wj. M�Wmq IN PAVEMENT SURFACE Jk. BASE G L, �' . � SMOOTH WALL Iwo Am, I PAVEMENT SURFACE om SMOOTH WALL PE 70. PS XXX 1 70 PSIXXX OR o0a �Soimixu:w ik­ SEMI MATEM& TV $TAMMO SURIA 'T I'L. It 90 , M"GODE L , iZ OR. w,.M W�L.tYJESi ME - -A SECTION 8-8 ATEWIL 7 SECTION Ay a W, 0.67 A0w0AXE,`vb 04 CRUSHED I. lmmlsl�� XXX TESTED A=RUING 70,AlTit W2412 AT ISX DEFLECMIL SEE NDTE 4- N YNOILY TO T4 6iT I LACE PRECAST O-Ujwg: PF Tw. ATMXTW,, 9.15Y)MIE, =Trl GENERAL. NdUS­ 45L$A=71k 04 ArGIREGATE.OR CRUSHM. P. : CaNSTR1/CTED": 9L )if WMATION WOUIREMENT$_ FOR wlm IV T6 4215 PIPEs 9. THE TYPE OF kfft.41�00 bR'6SVW PLAC_E�, jzzl t 1A -HERE T..7 s% ?J0A1 ED CM "JO& WTS f10TES (CONT:) J 1 L 7 MI SUM C0 NOTES: WHO r qAw PIPE StZR THREADED COUPLING 'AND 'CAP BENCH. 5.LOPEL) TO FLOW: PVC NIPPLE CHANNEL EL 1/4" 1' IVI.K 1. PVC :SLEEVE �_ _0 r - NIPPLE BRASS � AN 0. -CAP' �V_ t4" T.S-41 LUEIR ICATE ALL THREAQS: THR.Q$T BLQCK7 w ir 33 METER BOX (SEE FIG. W-7 3v VALVE -4-,i 4v: E Q, 57 S. TON t 2- M.J.. FITTING E 0 .2" PIPE SLOPED TO, BRAIN IF GRADEALLOW.8. 0 MKS 2" OA�V0BRASS' R al E PIPE C: THREADED, TAP. C�iL- a PLUG E J:: 0 DEAD END (TYPE ;,,A„). U < 0 0 -TYPICAL BLOW- OFF ASSEMBLY CP4 TOP CF OUT PAY. Ll gpgPAVEWEINT i5t&-swasm OF WET' *010, iHak 08, PL” PAVEMENT -------- IW� OIMEN*m SHOW wdi unt al!W ON THE SAE THE. -7 OOWWATfW,��A.'#j A JDITlT Ti ..Im V 'WER END OF CUTS J7£70 'TWE 7CP'AF iS RUC FOR r COMBINATION UND00RAN.CO'.1 A1'_ 10 SM AND THE. ACTUOV,cOMBINAT1CIN:.QNDER'DRPJN! CD7�2 ON FILLS WT'QR'U!'F wTW THE T =LIZ -CENTER UNE .SEG,.. (WITH TML I T STZA 0Z OF FAVD1101T G�, PAVEMENT rni'FOR ...- m OF, . JID RACM ALL, POE, Of Y. -TO TL HE *EwoT )L WOULM, 5COVER 1`�WOVEDI Tki BE MT NIPE� HE , &RQ a, LINE WITH 44' TRENCH -PLACEMENT L4*P 1� 9"UTPOL �T*R ma 'M sr—A E�ww TOE Of, FILL Ma. .4tliiE ! sAWr 1 FON OZFo .aZ. - -w st�i b* 4, �A­ PAVELffiNT'SURFACEli, 'iim . OUTrALL, f Sim z Or ��p POE 19 MCWM THIN THE FIGTTOM.01F. TME' SUOBASE (ON, WN4, io.; - ­­­ - - fs OF P SEE AGGREL:ATE.1�1 OF:THE F AA11E ".A.4 r ' 3f SHEET O 2 OF 3) IV OR 410WATIL SEE NOTE71. IN THE STRIJOTOW., W=91', Of: FORMISHNG PLAN VIEW SHONNQ,PLACE MFNT �OF . I-. � - W. :01NIDERDRAIN. PLAN Vqg US PRI THE!��, CM IAU T OF Cp,j qqW1W1,qN, UNDERDRAIN) e===0 P, HOLE: s� MEETING fa *0qiw!mwwwir-, bo; :STEPS mklo Ee movitIm. it 0 41 - OR WEATER. FOR KTAMSEE ATANDARD: *7-1 N0111-PERFORA10 OUTLET PIPE 4, RENFORCIM CONCREM40OMWMANSE.. -CFMMM STRENGTH f�EIAMETER MOR CAST-N-PLACL'TWO .LFTK OR 'TYPE F PPS Now: F ___ LE Q AST hm 1� XW.T.r4-'NOKD"U )(Wj. M�Wmq IN PAVEMENT SURFACE Jk. BASE G L, �' . � SMOOTH WALL Iwo Am, I PAVEMENT SURFACE om SMOOTH WALL PE 70. PS XXX 1 70 PSIXXX OR o0a �Soimixu:w ik­ SEMI MATEM& TV $TAMMO SURIA 'T I'L. It 90 , M"GODE L , iZ OR. w,.M W�L.tYJESi ME - -A SECTION 8-8 ATEWIL 7 SECTION Ay a W, 0.67 A0w0AXE,`vb 04 CRUSHED I. lmmlsl�� XXX TESTED A=RUING 70,AlTit W2412 AT ISX DEFLECMIL SEE NDTE 4- N YNOILY TO T4 6iT I LACE PRECAST O-Ujwg: PF Tw. ATMXTW,, 9.15Y)MIE, =Trl GENERAL. NdUS­ 45L$A=71k 04 ArGIREGATE.OR CRUSHM. P. : CaNSTR1/CTED": 9L )if WMATION WOUIREMENT$_ FOR wlm IV T6 4215 PIPEs 9. THE TYPE OF kfft.41�00 bR'6SVW PLAC_E�, jzzl t 1A -HERE T..7 s% ?J0A1 ED CM "JO& WTS f10TES (CONT:) J 1 L 7 MI SUM C0 NOTES: WHO r qAw PIPE StZR K DIMP .40 wo, i5m,*TAL BENCH. 5.LOPEL) TO FLOW: CHANNEL EL 1/4" 1' IVI.K 1. �V_ t4" T.S-41 w ir 33 4!4 3v -4-,i 4v: o 0 F , 0 , b A T A H E T AT 11 F GENERAL ,Z WQMCWW- WITH AIGPKOATE-�AW TMO"�4 It," T�WED TO 19, 7A ------- SINGLE OUTTKR` WHEN DROP INLET, .1§1 DI -7 ......... Q GUTTER 10. FOR DETAILS OF.CONCRETE CFOWAUAZR CRATE AbfO THE METINMat., ��k "TR APPRE TO I ON A GRADE. 3, OL(TUT PIPE, BALL. DEOIN AT THE EDGE OF THE NONUL, LAW RkVINENT A DI -ie--- --- :D E, E&,WVM ORn!b&, RATED- WTLET PIPE SHALL 6E A GRADE St.& 2. JDUnXr PIPE ZV" SEQN, AT, TRAVEL .Lmg_PAwww.ANu P NC% Ls 'ETC AVEMENT Is 161E GUTT WIPSIMRAST ALM 15 SAG IS W ;T( XW (w A WIPMELof SHOULDER. 4QM- 2 , L QZ 40D PSI:. 'to Omit PRO gIsEcytowum IT Is T % SO As 70 g INg WDA Aws, THEY A�_tq �w CRETE QUANTITIE&SHOW ARE FOR UWAMD Op 3, ON CM AND) CUTTER. SEOTM1A,-MI5j.�'.q L -.,O 16. *RyN 8WE MW PROVSOP PTH 00 wl Tmz Of PIPE IXW.L IN MAINO NS 75 FORI. L90OW".; TEP �JOWW.V* "TO AST or Pit 0. 40. vowu I� MIA 01�IXWX eAST06 XCW A :T. 7off PEREtEY ..To 'mm_ AfWk SASEE MATERI& 1 YPE Zi. TiIIE PA, _.T i -ON IVAJED. SECTIONIS'TgENCH 10 TO RE UNDER: E�W VAVE,10ENT AW" I PK ON LOW SW QNLY.' p CES I � �'_- I PA DFFEREKT,GEPTNSWR Spimit'WALL, Pvc I CU9Cp (;�J% :APE Ir pa SMOOTH WALL PE 1 1 70 PSI �X)A 17, GRATIS 13M.10 PIE: 0,W4400 i)'rQ' nD'*, Ir APO 5- ",MT PPE I mql!� T MA1\.TWN AT W EU W UON or C GN T T. *WW a T _WNSIXIED I TION OF T *91"(47A TAA4r 9F 1 VE 30" 42� OWE a PO_ 7. ALLMU FLA :A NESAt"18 krT VCM W IN 6011605 �OR OJTLET..P IP:me TO CEMENT OF OD -2 UNPERQRAN AT �6, WYES. ETQ)41THH PAY LIMITS FOR QUTLEf In ARE TO. 4i 2r [tv ixW(FN.4 KNE59-IN 's ONE BE NEW OUTLE P -8.13100F, APPRO BS� STIRENOM AS TW OUINET -pF& '"'.0-1412 AT 1. OiKE0.61N. ACH. SLA RETE11471 u4s I f. t,731 I Ln� .4'. POD OLAIIII *M4 SPEOFIEQ� 01W Tq:0Ik SECURELY COWX mam. WE . . Tk.O. TO 0.1209: 0THEIR. W -00.C. 7; SrRVUUiC-' ............ .... ....... ...... I., ... .......... ...... . ...... ......... ............... ........ XYDrrr 'UCREMNAT FE� FOOT OF AUMION* WAO<2 yw. I. ROA04 AND Wm .ST RM A IWOGE ST STANDARD �00M (AT SAGS AbM BRIDGE APPROACHES) OP INLET DRAW 9INATION'UNDERDPAN -TANDARb ItOMBINAVON UNDERWAIIN AN STANDAIRD MEDIAN 69 ROAD ARD� 119MMATAN $�EET'i bF wylsof (AT LOWER E.ND% Of CUTS) I AVON. W9. I 1�&I- -I 12" TO 42" PIPE Rpi9i+ MPAOTWENT.OF TRM PaRTAT!aW Loi: 503 VlR"A VVAPTMEPr OF TRANSPORTATION. 1017 70 ZETA TE toVez; AND dRATE ...... fall". q DLIALS OF OU]JER AND 2 NOTL§ ASTM.Afif ON �k 7. t91t= OE PLACEMI D' 'L QRA7f.A..IS_T0 89.UTL= IN =EEA I kit, A ASTM -NOTM 2. OkA' - NO GLITTER IN ONE.DIRECTION . 1� a -7 7A NO: QXMR& -TE 8 IS TO f LifirfLUM IN 600Alm6wo i MY Dt"78 WT IN. "'pKqq .11 � L. 1 0. 1 . 3, F 2-� eqv LOAD ARE.Td, w-bor jg6 ER A 12— ROM* tM O -C TO PREVEINT SCITLE ��Y S :L2 X2 mew WT19w_.LS A:X��x �`NOTPH,__ COVER AM MATE I)JE.TAIL,4 4, cOktRETE STMOM T�QI7,%+ ALTViMTE DE%W. ME.10 � FURNM ).0 A MATE TYPE LIN` 4- VARIW 2'1 OR FL4pM 10 BPR$ UF �,<FR 2! - PLAN VIEW _O �_rf(W ATA'M AWJSTEOpp�I}T ti AifQN. 1d b. ALL ATE. ANIXE WILL BE Ad WE, IAF' FIY TW A F DEPTH EFOOM LESS THE 4" LEMM ENRNEUr, RE, EXTENDED AS:QII_._. $E0,T1QN .A -A SE 6, &T coLLAR, ARE TO :RE; C CQRTAM WALL TO HE LO TED AT '96 END -OF GRATE ,V emm. DITCH OSF.a. OF TW_ CI -7A. A T gaQ;rW No WmED SY'01IN OM MAY 13 APMYSIATE WANTM—MI �09.OAST IN VME�, 0.O ow M Wop AST: I"W& NTCH IS -160 FLAT TO. ALLOW AST . Jw P IF mpa I IF_�O , T WOE, am .. _ I . OFA I F1 D "S70 .0. CUTE,FOTO BE PARALLEL -T.6 WCH OL. W 4, 9 T_ n SEQTION A. -A, SEEMo - OE:* INC y.BOTH sL AT a QPES FT. NE STRE SLOPE A (L ItdEr DfrCH imuET BACK �Up am "T0:BE PROVM MOADOITWOUMT THE INLET ELEVATKW A, OmI.I., 7 TYKAL EL TION SEE No* 3 EE NOTE I NOR SEF, TE 4, ONE SrikP• tLoPE-ONE FLAT SLOPE am SLOPES STEEP OR FLATTER APPROWTE PR.0='Q FOR. ow-JunAlk WALG "mhI1*mL SECT", VP um 90TTOWF.OF CUr.IER -71 Vm -78 CW4N. INLET 0 LOCATED pi MM NMO(Te!� DRAW bmi v"_1 ��j 1.w STANDARD MEDIA *0. OMM WAOMM N DROP INLET IHEKT 2.0F311 REVOOK"w. 120 10 41" PIPE aNiA 04.2.5 vw owmrwt Of Tgffiw.ofrrATm .. ... .... . . .... ... ..... .. .. FRAME & CCJVPR (SCF fIG. I D,F.}; STREET SURFACE OR Ef C) AREA NbN P.m/ SLOPED AREF` W: MAX RUBBER COATED STEEL 5i*a�,,s LAST' IN 'PLACE 3' J\A.J�N REINFQRCEQ 'ONCRETE aECTIONS IN'd PRECA5 12-' N41N RJ SEALS 16" A KNIM.O.M. ELEVATION. T_ DIFFE:RENCE ki�"ROSS KH 7: 4!,-0 FROM NLET Tb� IouTLET SHALL 8,.'E 0.'.2.0 FEIET, CONCRET VARE& 'IEPT.H OF r -4(Q -4- Q CHANNEL TO BE . FILLET 3/4 DI.AM� J- . TE.R .0 1 .1, CONTRIBUTING A. F.jLLIETEp INVERT MO. A SA.400T I OF F.L Sj� DETV1IEEPj INLET &.., OVTLET PIP -E SHALL 0- FIROVIDEDi M(N., b: lTEDD1N NO -TE. W1 :NQ. 8. 5.TONF - THICKNESS REQUIR�MENT SHOWN 15. MINIMUM AND SHALL RE 1, 8 EDDING C N T QFH Q IDITIORS, PECIFI(Z�,LLY DEPERMiNED &Y THE,. CQ SUL ANT F , E 5,01L. . ON 2. THE, CONSULTANTWILL DETERMINE, VVHETHIER, MANHOLES SHALL H."AVE EQ OR NON EXTENDS[ BA.5 E-5,, EXTEND -3, ALL -..QiKTS.j LIFT HOLES, INLET5;. QQTLET`5 TO �BES,&.ALEQ Q RQQTED INSIDE AND OUT, TYRICAL MANHOLE SECTION: SHOWING 'RRANCH TIE IN NTS NON fjA-./Lb A -,i -At A., Q 1T.I\1 FL6,1E. I N)' -06 `�AL's 3L BA''K�- L-Ef,,), IN !0 LAfET , 0: fFFc,', P,� 4, \jri T.Am:5 F -Is- os. AC - EI iN K- L;E 01',;ITL- - Lr - Q�N� &,CT[N(- - J— N 1 4+1'V� AI:Ar-, ET ;-iA-I- 3E ;Y2 FEET A ku_-XL_` INV_RJ A SNIQ'.DIf T8tiN5TQN �ar FL00,1 -,�EW jEEN. 4. , o .1 P, 10V D F I\ I, -�,Fcp,4i5 --A�':KNE.S.l BE Q, IEMENT5 M TFF SAM C�'N_,% -16A 1'� r.*-TFf0AI,JI4f,' '-e 4 V.7'AKFUIT f - J ri I�t� � 41A'�l �itkAl 1�. WI: 1 1.8 MANI 0, 1 �i S IAJ I I Av NQN: �X: UA�*_5, LX -Q_E5, N-ETS, CUTLET.'.t. T!��. E G-��,� Ec, HALEC IT ALL. JQ.NnS, LIFT 7', IVSf AN '-hJ. -A N5 F` A TYPICAL MAN'HOLE WITH DROP CONNECTION QSIAHflTES CONCRETE 3WI) PSI LONG, BASE BENCH. 5.LOPEL) TO FLOW: CHANNEL EL 1/4" 1' IVI.K 1. NOTE: - FLEXIBLE C-ONN.ECTI,0N_/ V 'T 5T.EEL ALL CONNECTIONS, TO, ITH MN.L.F.S. 'BAND EXITING. MANHOLES SHALL. BE Q�YAFD ANQ A FI_EXIBL� CONNECTION BOOT IN.STA LLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN ...... 7 -T t. AflA. 7 jucf, .X f kp 4ES ,1iAI.1.KSLN'513C 4} U QYF A LVE �IR RELE SE VA ORA88 'OR BRONZE PIPE RI PIP RT ES LOO I C ENT _S TION 'STOP 1 2 C000 0 00 6e4 I Z 0 E N w w z () * z ON I W w a - z 2 0 I V) z 1 I- V) D N 0 01 IN w < > U) w _j Sb U) > Z () w < 4 0 Lj _j - < O2 w NU OF q� 0 U STIN M. SHIMP > L X/STIN M. SHI 1c. o. 5183 '�90NAL 3WI) PSI LONG, BASE BENCH. 5.LOPEL) TO FLOW: CHANNEL EL 1/4" 1' IVI.K 1. . .. . ........ RRANCH "oe E E 2- NOTE: - FLEXIBLE C-ONN.ECTI,0N_/ V 'T 5T.EEL ALL CONNECTIONS, TO, ITH MN.L.F.S. 'BAND EXITING. MANHOLES SHALL. BE Q�YAFD ANQ A FI_EXIBL� CONNECTION BOOT IN.STA LLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN ...... 7 -T t. AflA. 7 jucf, .X f kp 4ES ,1iAI.1.KSLN'513C 4} U QYF A LVE �IR RELE SE VA ORA88 'OR BRONZE PIPE RI PIP RT ES LOO I C ENT _S TION 'STOP 1 2 C000 0 00 6e4 I Z 0 E N w w z () * z ON I W w a - z 2 0 I V) z 1 I- V) D N 0 01 IN w < > U) w _j Sb U) > Z () w < 4 0 Lj _j - < O2 w NU OF q� 0 U STIN M. SHIMP > L X/STIN M. SHI 1c. o. 5183 '�90NAL NOTES-, OVER . �WI 0 ATER Q-A QNE AND W �T ON LID i APPROWID, AE DPRE�CAST MANHOILE UK SHALL BE USLD. A 1A A. .V, AND FITTINGS-. FOR VAT TERLINES WAi_LER THAN 12" U�iz ER FOR *A GER USE 2" A.R.V. AN[ F[TIIN6s LINES 12" AND. LAR y I 3) IN SITUATIONS. WHERE THE A.R,V. ASSEMBLY CANNOT BE OFFSET FROM THE AN AN ADEQUATE FOU.NQA'nON SHALL BE IN5JALLED.S.0 THE WATER LINE D S NOT UPRORT _QE OT S J)HE% MANHOLE, CQNE. AIR RELEASE VALVE (ARV) NTS FIG. fr Iwo z > Z J uj uj > Lu VJJ < J z < Date 03/18/14 Scale N /A Sheet No. E E E E 0 0 .0 al E E E C: C�iL- a U) E J:: 0 U < 0 0 -0 < o co < Of < 0 o — — — — — -q- -4- — (S C—D Q) C14 m C�! �2 C14 C1_j 04 o 04 0 r L0 C.0 CD CD co CD CD CD > W c,4 11) ,1- LC) co NOTES-, OVER . �WI 0 ATER Q-A QNE AND W �T ON LID i APPROWID, AE DPRE�CAST MANHOILE UK SHALL BE USLD. A 1A A. .V, AND FITTINGS-. FOR VAT TERLINES WAi_LER THAN 12" U�iz ER FOR *A GER USE 2" A.R.V. AN[ F[TIIN6s LINES 12" AND. LAR y I 3) IN SITUATIONS. WHERE THE A.R,V. ASSEMBLY CANNOT BE OFFSET FROM THE AN AN ADEQUATE FOU.NQA'nON SHALL BE IN5JALLED.S.0 THE WATER LINE D S NOT UPRORT _QE OT S J)HE% MANHOLE, CQNE. AIR RELEASE VALVE (ARV) NTS FIG. fr Iwo z > Z J uj uj > Lu VJJ < J z < Date 03/18/14 Scale N /A Sheet No.