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HomeMy WebLinkAboutSUB201400063 Plan - Approved Preliminary Plat 2014-11-14E a� cn a) N M m d- 0 N M o` m A rl u ALBEMARLE COUNTY, VIRGINIA �D�Dlr_"l ijL_ JLX IMINAIXDXY '-ED AT PREPARED BY. TERRA ENGINEERING LAND SOLUTIONS, PC CIVIL ENGINEERS PLANNERS LAND SURVEYORS 2374 STU.ARTS DRAFT HIGHWAY STUARTS DRAFT, VIRGINIA 24477 PH. 540 - 337 -4501 FAX 540 - 337 -5291 PLAN NOTES: DATE, 11 °21 °08 PRO r_9=tiGQAi 1. THE ABBREVIATION VDOT MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 3 THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK 4 DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 5 THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON - EXISTENCE OF, UNDERGROUND UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). 6. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER" 8. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, SHRUBS, ETC.) SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER 9. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED 10. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 11. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 12 CLEAR SIGHT LINES MUST BE PROVIDED AT ALL INTERSECTIONS. CONTRACTOR SHALL CLEAR AND GRADE AS NECESSARY TO PROVIDE THE REQUIRED SIGHT DISTANCES. 13. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 14. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL THE PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARDS SB -1. 1, 04- 0642010 AGENCY COMMENTS DATED BOUNDARY / RIGHT -OF -WAY LINE WV ® WM O 12 -16 -2008 2. 06 -17 -2010 AGENCY COMMENTS DATED FIRE HYDRANT is 04- 28-2010 3. 01 -20 -2011 AGENCY COMMENTS DATED SETBACK LINE BOA G 08 -13 -2010 4, 06 -25 -2012 AGENCY COMMENTS DATED SANITARY SEWER LINE (EX / PROP) - - 0304-2011 3. I1- 14-2012 AGENCY COMMENTS DATED CONTOUR LINE (EX / PROP) MH 08 -10 -2012 6. 01 -16 -2013 AGENCY COMMENTS DATED STORM LINE PROPOSED + 479 70 01 -02 -2013 7. 0407 -2014 RESUBMIT TO COUNTY 8. 06 -04 -2014 AGENCY COMMENTS DATED LP LOW POINT 05 -22 -2014 9. 08 -20 -2014 AGENCY COMMENTS DATED DS 0 DOWNSPOUT 6 -20 -2014 10, 10 -0114 AGENCY COMMENTS DATED WATER COURSE GV O GM O 09 -16 -2014 11,10-30-14 AGENCY COMMENTS DATED OHE OVERHEAD ELECTRIC (EX /PROP) 10- 232014 AIP PROVALS PLANNING ZONING ENGINEERING SURVEY & TOPOGRAPHY 1. PHYSICAL SURVEY INFORMATION FROM AN AERIAL SURVEY BY JAMES BELL, L S., MINERAL, VA. BOUNDARY SURVEYS PERFORMED BY B. AUBREY HUFFMAN & ASSOC CHARLOTTESVILLE, VIRGINIA. ADDITIONAL SURVEY INFORMATION AND BOUNDARY INFORMATION HAS BEEN PROVIDED BY TERRA ENGINEERING AND LAND SOLUTIONS, PC BASE MAP HAS BEEN SUPPLEMENTED WITH DESIGN DATA AND AS -BUILT SURVEY DATA FROM PREVIOUS PHASES 2. SURVEY DATUM- USC &GS VERTICAL DATUM NAVD '88 3. BASIS OF BEARINGS. MAGNETIC NORTH 4 BENCHMARK, PK NAIL AT BASE OF 24" MAPLE ALONG GARNET CENTER DRIVE NEAR ROUTE 20 ENTRANCE TO FONTANA SUBDIVISION 5. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON - EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). 6 PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION 'X' BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 51003CO287D AND MAP NO. 51003CO295D, BOTH WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. BOTH MAPS ARE FOR COMMUNITY NO. 510006, IN THE COUNTY OF ALBEMARLE, VIRGINIA, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP COMMUNITY REFERENCE FOR THE COMMUNITY IN WHICH THE PROPERTY IS LOCATED. GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION 70 ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANS PORTATION_(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN 2 ALL PAVING, DRAINAGE RELATED MATERIALS, AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORIZONTAL-VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 6. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE RIPE - CLASS 111 7 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) VICINITY MAIJP F= 2000" WATER AND SEWER 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3 ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 4 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 5. VALVES AT THE END OF PIPE RUNS SHALL BE RODDED TO PROVIDE ADEQUATE JOINT INTEGRITY AND STABILITY. 6 WATER LINES MUST MAINTAIN A 5' HORIZONTAL SEPARATION FROM SANITARY SEWER LINES 7. WATER LINES CROSSING SANITARY SEWER LINES MUST MAINTAIN A MINIMUM OF 18" BETWEEN BOTTOM OF WATER LINE AND TOP OF SEWER ALL WATER LINES THAT CROSS STORM DRAIN PIPE, MUST MAINTAIN 12" VERTICAL SEPARATION. 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE SITE STREET NOTES 1 ALL EXISTING ROADS IN THE FONTANA SUBDIVISION ARE PUBLIC EXCEPT FOR FONTANA DRIVE EXT. WHICH IS CURRENTLY PRIVATE AND HAS NOT YET BEEN ACCEPTED INTO THE VDOT SECONDARY ROAD SYSTEM. 2 BOTH ROADS IN PHASE 4C, BELLUNO LANE AND BRUNELLO COURT ARE TO BE PUBLIC. MISC. NOTES 1. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2 1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 2. THE COLORS FOR THE FACADE TREATMENTS AND THE COLORS AND MATERIALS FOR THE ROOFS SHALL BE SUBJECT TO PRIOR APPROVAL BY THE DIRECTOR OF PLANNING 3. THE PROPOSED OPEN SPACE DEPICTED ON THE PLAT IS TO BE TRANSFERRED FEE SIMPLE TO THE FONTANA OWNER'S ASSOCIATION. STANDAXRDS AND SPECIFICATIONS VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T) ROAD AND BRIDGE STANDARDS, DATED 2001. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION LEGEND W WATERLINE (EX / PROP) BOUNDARY / RIGHT -OF -WAY LINE WV ® WM O WATER VALVE / METER I F IRON PIN FOUND FHA FIRE HYDRANT is IRON PIN SET YH YARD HYDRANT SETBACK LINE BOA G BLOW -OFF ASSEMBLY EASEMENT LIMITS S SANITARY SEWER LINE (EX / PROP) - - CENTERLINE CO O CLEANOUT - - - - CONTOUR LINE (EX / PROP) MH MANHOLE 3 1- E-2 50 %- DEGREE / DIRECTION OF SLOPE -SD- STORM LINE PROPOSED + 479 70 SPOT ELEVATION = o STORM LINE EXISTING HP HIGH POINT DI / C D I C-r0 DROP INLET / CURB DROP INLET LP LOW POINT YD ® YARD DRAIN DITCH WITH LINING DS 0 DOWNSPOUT DITCH / SWALE G GAS LINE (EX / PROP) WATER COURSE GV O GM O GAS VALVE / METER BM+ BENCHMARK OHE OVERHEAD ELECTRIC (EX /PROP) CG -2 VDOT STD HEADER CURB •UGE UNDERGROUND ELECTRIC (EX /PROP) CG -6 VDOT STD CURB & GUTTER UPIo UTILITY POLE CG -12 VDOT STD HANDICAP RAMP LP Y LIGHT POLE HC HANDICAP PARKING SYMBOL GUY e GUY WIRE DIP DUCTILE IRON PIPE EM o ELECTRIC METER RCP REINFORCED CONCRETE PIPE []T TRANSFORMER CMP CORRUGATED METAL PIPE OHT OVERHEAD COMMUNICATIONS (EX /PROP) PVC POLYVINYLCHLORIDE PIPE UGT UNDERGROUND COMMUNICATIONS (EX /PROP) HDPE HIGH - DENSITY POLYETHYLINE PIPE PED O UTILITY PEDESTAL VC VITRIFIED CLAY PIPE FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION TBS TO BE SAVED TBR TO BE REMOVED , ROVVt) w /co �?'� �s ftMlemarie 0ouilly Comm* Development Depailment b _L '� 1 /J Fie CST DATA: PROJECT NAME: FONTANA - PHASE 4C TAX MAP / PARCEL NO, TAX MAP 78E, PARCEL A EXISTING ZONING: R -4, ZMA2011 -1 ZONING SURROUNDING LOTS- R -4 WAIVER /VARIANCES/ PROFFERS: PROFFER ZMA 04 -18 (APPROVED MARCH 19, 2008) MAGISTERIAL DISTRICT: RIVANNA WATERSHED: UPPER kIVANNA RIVER PROPERTY SIZE 17 15 ACRES (INCLUDES FONTANA DRIVE PLATTED BY HYLAND RIDGE) PROJECT BREAKDOWN CURRENT USE. VACANT PROPOSED USE: RESIDENTIAL, SINGLE FAMILY DETACHED MINIMUM LOT AREA- 10,890 SF (0 25 ACRES) TOTAL NUMBER OF LOTS 34 GROSS RESIDENTIAL DENSITY 1.98 UNITS /ACRE BUILDING HEIGHT MAXIMUM: 35' SETBACKS AND YARDS: FRONT: 25' SIDE- 15' REAR: 20' DEVELOPER- ANTHONY M. NICHOLS FONTANA LAND TRUST 605 FONTANA DRIVE CHARLOTTESVILLE, VA 22911 PROPERTY OWNER: ANTHONY M. NICHOLS FONTANA LAND TRUST 605 FONTANA DRIVE CHARLOTTESVILLE, VA 22911 LEGAL REFERENCE: DEED BOOK. 3003 PAGE 417 SECTION 2 BELLUNO LANE R O.W. 0 72 AC POND OPEN SPACE 0.62 AC POND EASEMENT 0 32 AC TRAIL OPEN SPACE 0.10 AC SECTION 3 BRUNELLO COURT R.O.W. 1.10 AC POND OPEN SPACE 0.85 AC POND EASEMENT 0.48 AC (7'S"IONAL8ey SHEET INDEX SHEETC1.0.0 ....................................................................................... ............................... COVER SHEET SHEETC1.1.0 ................................................. ............................... PROFFERS SHEET C2.0.0 ............................................... ............................... EXISTING CONDITIONS SHEETC2.1.0 ....................................... ....................................... ............. ___ ..... PLAN SECTIONING SHEET C3.0.0 ....................... ............................... ..OVERALL LAYOUT SECTION 1 & 3 SHEET 03.1.0 .................... ............................... ...... OVERALL LAYOUT SECTION 2 SHEET C4.0.0 ............................................................... ............................... GRADING SECTION 1 & 3 SHEET C4.0.1 .................................................................................... .......................BRUNELLO COURT ROAD PLAN & PROFILE SHEET C4.1.0 ........................ ............................... ..... GRADING SECTION 2 SHEET C4.1,1 .......................................................................................... ........................BELLUNO LANE ROAD PLAN & PROFILE SHEET C5.0.0 ...................................... ............................... ......... LANDSCAPE PLAN SECTION 1,& 3 SHEET C5.1.0 .......................... ............................... .... LANDSCAPE PLAN SECTION 2 SHEETC5.2.0 .......................................................................................................................... ............................... LANDSCAPE DETAILS SHEET C6.0.0 ................................................... ............................... CONSTRUCTION DETAILS SHEET C6.0.1 ....................................................... ............................... ......,.CONSTRUCTION DETAILS SHEET C6.1.0 ................................................................. ............................... STORMYVATER MANAGEMENT CROSS SECTIONS SHEET cial000 J.N. 0312/'0831 i n M N 0 Lq Cl) N 0 ON Original Proffer D. All concentrated surface drainages over lots shall be clearly shown will) the not be detrimental to the public health, safety or welfare, to the orderly Amended Proffer -,t proposed grading. All proposed grading shall be shown to assure that surface development of the Project, and to the land adjacent thereto. (Amendment A 1 to ZMA 94 -06 ) drainage can provide adequate relief from flooding of dwellings in the event a r W storm sewer fails. Graded slopes on lots proposed to be planted with turf grasses 1. The Owner may request that the Flan be amended at any time. All amendments PROFFER FORM FOR FONTANA PRASE 4C (lawns) shall not exceed a gradient of three (3) feet horizontal distance for each shall be subject to the review and approval by the County Engineer. one (1) foot of vertical rise or fall (3:1). Steeper slopes shall be vegetated with Date: February 24, 2008 a low maintenance vegetation as determined to be, appropriate by the County's 3. Affordable Housing; The Owner shall contribute $2,809.00 cash per dwelling twit, up program authority in its approval of an erosion and sediment control plan far the to an aggregate maximum contribution of $95,500.00 (equivalent to $19,100 cash per ZM A # 04 -18 land disturbing activity. "These steeper slopes shall not exceed a gradient of twv° unit as cash in lieu of five (5) affordable dwelling units) to the County for the purpose of zu°n��� (2) feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), affordable housing, Each cash contribution shall be due and payable with each Tax Map and Parcel Number Tax Map 78E, Parcel A unless the County Engineer finds that the grading recommendations for steeper application for a building permit. Each cash contribution shall be used for the purpose of slopes have adequately addressed the impacts. funding affordable housing programs in Albemarle County. If this cash contribution has 17.15 Acres to be rezoned from R 1 a R4, RA to R4 z not been exhausted by the County for the stated purpose within ten (10) years after the E. Surface drainage from one -half (lit) acre of land or from three (3) or more lots, last payment of the contribution, all unexpended funds shall be applied to any public use Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby whichever is greater in area, shall be collected in a storm sewer or directed to a serving Neighborhood 3 Pantops. voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. drainage way outside of the lots. These conditions are proffered as a part of the requested rezoning and it is acknowledged that 4. Trees: At least one hundred - seventy (170) trees shall be planted or retained on the such conditions are reasonable. F. All drainage from streets shall be carried across lots in a storm sewer to a point subdivided lots. Trees shall be distributed among all lots with a minimum of 5 trees per bewond the rear of the building site. lot. The five trees to be counted on each lot shall be marked in the field for inspection 1. Conformity with Plans: Fontana Phase 4C shall be developed in general accord with purposes. The owner shall not request a certificate of occupancy until a final zoning the plans entitled, "Fontana ---- Phase 4C Rezoning Plan," prepared by Terra Engineering G The Final Grading Plan shall demonstrate that an area at least ten (10) feet in inspection is performed and alI required trees are in place. and Land Solutions, dated, July 30, 2007, a copy of which is attached hereto as Exhibit width, or to the lot line if the distance is less than ten (10) feet, from the portion A, (the "Plan "). No more than thirty -four (34) dwelling twits shall be developed in of the structure facing the street has grades no steeper than tell (10) percent Standard for trees to be retained: Deciduous trees to be retained shall be at least a 1 '/2 Fontana Phase 4C. adjacent to possible entrances that shall not be served by a stairway. This graded inch caliper d.b.h, and non- deciduous trees shall be at least four (4) feet in height. All area also shall extend from the entrances to the driveways or walkways trees to be retained shall be identified on erosion and sediment control plans, final 2. Final Grading Plan: The Owner shall submit a final grading plan meeting the connecting the dwelling to the street. grading plans, and road platys. A tree conservation plan in accordance with Section requirements of this section (hereinafter, the "Final Grading Plan ") with the application 32.7.9.4. of the Zoning Ordinance shall be submitted and approved prior to approval of for each subdivision of the residential units shown on the Plan identified in Proffer 1 Fl. Any requirement of this condition may be waived by the County Engineer by any erosion and sediment control permit for grading. above. The Final Grading Platt shall show existing and proposed topographic features to submitting a waiver request with the preliminary plat. if such a request is trade, it be considered in the development of the proposed subdivision. The Final Grading Plan shall include: (i) a justification for the request contained in a certified engineer's Standards for trees to be planted: All trees shall be planted in accordance with either shalt be approved by' the County Engineer prior to the approval of the first preliminary report; (ii) a vicinity- map showing a larger street network at a scale no smaller the standardized landscape specifications jointly- adopted by the Virginia Nurserymen's subdivision plat. The subdivision shall be graded as shown on the approved Final than one (1) inch equals six hundred (600) feet; (iii) a Conceptual plan at a scale Association, the Virginia Society of Landscape Designers and the Virginia Chapter of the Grading Plan, No certificate of occupancy shall be issued for any dwelling on a lot no smaller than one (1) inch equals two hundred (200) feet showing surveyed American Society of Landscape .Architects, or the road and bridge specifications of the where the County Engineer has determined the lot is not graded consistent with the boundaries of the property; (iv) topography of the property at live (5) foot Virginia Department of Transportation. At planting, deciduous trees shall be at least a I approved Final Grading Plan. The final Grading Plan shall satisfy the following: intervals for the property being subdivided and on abutting lands to a distance of lz inches in caliper d.b.h.; non - deciduous trees shall be at least four (4) feet in height. live hundred (500) feet from the boundary line or a lesser distance determined to A. The Final Grading Plan shall show all proposed streets, building sites, surface be sufficient by the agent; (v) the locations of streams; stream buffers, steep 5. Pedestrian Paths: Pedestrian paths shown on the Plan shall be constructed according to drainage, driveways, trails, and other features the County Engineer determines are slopes, floodplains, known wetlands; and (vi) the proposed layout of streets and the standards for Class A Type 1 pedestrian paths in the Albemarle County Design needed to verify that the Plan satisfies the requirements of this proffer. lots; unit types, uses, and location of parking, as applicable. In reviewing a Standards Manual. The Owner shall not request that the County issue the ninth (9t") waiver request, the County Engineer shall consider whether the alternative building permit until the paths have been completed to the satisfaction of the County B. The Final Grading Plan shall be dramm to scale not greater than one (1) inch proposed by the Owner satisfies the purpose of the requirement to be wai -ved to at Engineer. equals fifty (50) feet. least an equivalent degree. In approving a Nvaiver. the County' Engineer shall find that requiring compliance with the requirement of this condition would not f. Cash proffer; The Owner shall contribute $17.500 cash to the County for each unit C. All proposed grading shall be shove at contour intervals not greater than two (2) forward the purposes of the County's Subdivision and Water Protection constructed within the Property for the purpose of mitigating impacts from the feet. Ordinances or otherwise serve the public interest: and granting the waiver would development. Each cash contribution shall be used for improvements for schools, libraries, public safety, parks and transportation as identified in the County's Capital I Improvements Program.. The cash contribution shall be paid in increments of $ 17,500 for each unit prior to or at the time of issuance of a building permit for each unit. If this cash contribution has not been exhausted by the County for the stated purpose within five ,(5) years after the date, all unexpended funds shall be applied to any public use serving Neighborhood 3 Pantops. 7. Annual .Adjustment of Cash Proffers: Beginning January 1, 2008, the amount of each cash contribution required herein shall be adjusted annually until paid, to reflect any increase or decrease for the preceding calendar year in the Marshall and Swift Building Cost Index (the "MSI "). In no event shall any cash contribution amount be adjusted to a sum less than the amount initially established by these proffers. 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 Index as of December I in the preceding calendar year, and the denominator of which shall be the Index as of December 1 in the year preceding the calendar year most recently ended. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 8. Final Approval: 1be Owner shall not submit an application for an erosion and sediment control permit for grading until improvements have been completed for phases 1, 2, 3, and 4A and 413 of the Fontana Subdivision and all bonds held by the County in conjunction with subdivision, stormwater management, and erosion control for prior phases have been released by the County. 9. Architectural Standards: The Owner shall require as part of the covenants for Fontana Phase 4C that all structures be constructed using medium shaded earth -tone colors for facade treatment of the buildings and dark, non - reflective materials for roofs. The colors for the facade treatments and the colors and materials for the roofs shall be subject to prior approval by the Director of Planning. 10. Plan for Pedestrian Paths for Phases 2 Z 3 4A and 413 of Fontana Subdivision: The Owner shall construct pedestrian paths in accordance Nxith the plan entitled "Fontana Pedestrian Path Plan," prepared by Glenn Brooks 2- 25 -08, pages 1, 2 and 3. These paths shall be completed to the satisfaction of the County Engineer prior to grading in Phase 4C. ��4� Signature of owner A. M. Nichols, Trustee Fontana Land Trust 4 Date Original Proffer Amended Proffer X (Amendment # 1 to ZMA 2004 - 00018) PROFFER FOR FONTANA PHASE 4C Date: ZMA # 2011 -00001 Tax Map and Parcel Number: Tax Map 78E, Parcel A 17.15 Acres to be rezoned from 2 -4 to R4 (with amended Proffer Pursuant to Section 333 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. These conditions are proffered as a part of the requested rezoning and it is acknowledged that such conditions are reasonable. The proffer below replaces Proffer # 10 accepted in conjunction with the rezoning entitled ZMA 2004 - 100018 Fontana Phase 4C, Tax Map 78E, Parcel A. All other proffers accepted in conjunction with ZMA 2004 -00018 remain in full force and effect. 10. Plan for Pedestrian Paths for Phases 1, 2, 3, 4A and 413 of Fontana Subdivision: The Owner shall construct pedestrian paths in Phases 1, 2, 3, 4A and 4B of Fontana Subdivision in accordance with the standards and locations shown on the plan entitled "Fontana Subdivision Pedestrian Path Plan," prepared by Terra Engineering and Land l_ _. Solutions and dated June 14, 2011, a copy of which is attached hereto and inco�rpoxated herein These paths shall be completed to the satisfaction of the County Engineer prior to grading in Phase 4C. d'��fo A.fvf. ll�ichols, Trustee Date Fontana Land Trust Owner Fontana Owners Association, Inc. is the owner of tax map parcei(s) .1/Dl ough which �a portion of the trail system will be installed, and which entity will allow for the installation of the trail and associated signage. To the extent the consent of the Fontana Owners Association, Inc. is required -for this Proffer Statement, such c_ onsen_ t is evidenced b_ y_ the signature hereto ofits authorized representative: r —_— -- - 1- / o l l/ Stanley R. se, Presigne Date Fontana Owners Association, Inc. 3 �) Cn 4 I64 NTH OF G U STEVEN L. DRIVER 9 NO. 019933 SCALE: 1" =510' ISSUED- 711- 21 -08 DRAWN: ATE DES1GN: CHECKED: SLD REVISIONS: 1. 01 -16 -13 "THIS SHEET ADDED 2. 04 -07 -14 RESUBMIT All rights resew ed No part of the uuterul protected by this copyright (plans, ideas, designs, sections or details expressed oil these plans) may be reproduced, changed or utdiLed in any forty or by any rnearrs, eleetromc or mechanical, moludmg photocopying, scauning, or by any other ureans of rctrre%al system without wnttur permission frmn Term Engineering and Land Solutions, PC Also, these plans may not be assigned to a third party without first written authurrLation of Terra Engineering and Land Solutions, PC �DTERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C 1 3 1 4 0 J.N. 0831 U Z a r W o z� a � Z zu°n��� b P4 z P �) Cn 4 I64 NTH OF G U STEVEN L. DRIVER 9 NO. 019933 SCALE: 1" =510' ISSUED- 711- 21 -08 DRAWN: ATE DES1GN: CHECKED: SLD REVISIONS: 1. 01 -16 -13 "THIS SHEET ADDED 2. 04 -07 -14 RESUBMIT All rights resew ed No part of the uuterul protected by this copyright (plans, ideas, designs, sections or details expressed oil these plans) may be reproduced, changed or utdiLed in any forty or by any rnearrs, eleetromc or mechanical, moludmg photocopying, scauning, or by any other ureans of rctrre%al system without wnttur permission frmn Term Engineering and Land Solutions, PC Also, these plans may not be assigned to a third party without first written authurrLation of Terra Engineering and Land Solutions, PC �DTERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C 1 3 1 4 0 J.N. 0831 E n 0`1 CD LOT A NOTE: APPLICANT TO COMBINE EXISTING LOT 118 WITH PROPOSED LOT A TO CREATE ONE LARGE LOT. CASCADIA CONNECTOR R/W TO BE EXCLUDED. THE RESIDUE SOUTH OF CONNECTOR MAY BECOME OPEN SPACE. HYLAND RIDGE /1 11 1 1 Ih , I "I I I EXISTING X pli lit, L JEEP TRAI -z "It'll f P//RESERVED SLOPES, -,P I I' I I I It 01, �EXISTINGL' TYP. 'JEF-T-TRAIL, W -,,--,PRESERVED WPES T :3- Av� -MA 0 . .. ... th el� In E 13 i tAN Tf A v 7" f'S PRFSERV LOPES \NAOED-,, A mANA' B, 15 RESIDUE -Rl�,SIDUEA G�D, SLOPES,,IYR. TYP SLOPES, TYP.--,, VIA FLQREI` CF MA ItD" NAG vx 14 -SLOPES, TYP: LZ GRAVEL'DRiVE ---- --- - -- Luo Ise RIAN P�TH 0 0 -- ---- q)WN�R' A 0�'A `19N �0 E14B 17�A V/ 'CON14E&OR -P JAN io AS HCRO 1; e, n77,77 -V E 31 7 �7 A f7-1 /A I > Ifi-ER 36 OPFN SPAC 4�; ell Lf-, y T fit 46 1'P 3A 7 f<1 J� /1,10 qS 7 )VERONNO IN 7-- 7t7 45 7 A/ 7 tit v t----------- __j T/" 7. tz T Jill ,:7 -PH A, E/ r C r V A" :77 CASCADIA CONNECTOR GRAPHIC SCALE PEDESTRIAN INTERCONNECTION AND EMERGENCY ACCESS RESERVED FOR DEDICATION ON DEMAND BY 100 0 50 100 200 400 THE COUNTY FOR A PUBLIC ROAD CONNECTION BETWEEN FONTANA AND CASCADIA THIS ACCESSWAY SHALL NOT BE USED FOR CONSTRUCTION TRAFFIC. IN FEET 1 inch = 100 ft. 9.10-30-14 AGENCY COMMENTS DATED 10-23-14 8, 08-20-14 AGENCY COMMENTS DATE, D 106-20-14 7.104-107-14 AGENCY COMMENTS DATED 105-22-14 REVISIONS. u) U ISSUED: 11-21-08 DRAWN. RME z CL ZE w U)- z Ile, �'r W 0 M.-O z (3 Z Ln 0 W Z 0 U) x P4 w w z H P4 U�) �mmj U'.d Ln �) �4 l__4 P4 Pq cl) H Op u STEVEN L. DRIVER NO. 019933 W_ V�"QVAL SCALE: 1))=1,00' ISSUED: 11-21-08 DRAWN. RME DES1GN: SLD CHECKED. SLD REVISIONS: PAB 1. �04-06-10 AGENCY COMMENTS DATED 12-16-08 2� 06-17-10 AGENCY COMMENTS DATE D 04-28-10 3, 01-20-11 AGENCY COMMENTS DATED 03-13-10 4. 06-25-12 AGENCY COMMENTS DATE, D 03-04-11 5, 11-14-12 AGENCY COMMENTS DATED 08-10-12 6. 04-07-14 RESUBMIT All rights r-erved No part of the inatertAl protected by this cuprg"' (platis, ideas, it-igm, �diouis or details cxpre�cd on these plans) triay be reproduced, chAnged or 11411ILed fit any forra or by mi) incairs, clecIr.m.tir rucclianical, Including photocopying, scAutiang, or by arty other ilicatis of tetrieval �ystcirr without written pernalst,ion from Tem Engincerilig And Land Solutions, PC Ako, these plam may not be A�lgiicd to a third party without first written authorization of Terra Engineering and I-And Solutions, PC �DTERRA ENGINEERING AND LAND SOLUTIONS, I S-HEET J�N� 0831 HYLAND RIDGE .,,' ` •.. �,,...r 'E'`�FF JSf flfifil l , }r r ,rf'isf;r s}i+`+`lfill f ��, E} t l k { # #} } }• f' \ r ' a / / / ^`` _` - `. `. ``..,, .,,,.- •"" ..-"` .. 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SLD CHECKED: SLD REVISIONS, PA:B 1, 04 -06-10 AGENCY COMMENTS DATED 12 -16-08 1 06-17-10 AGENCY COMMENTS DATED 01 -28 -10 3. 01 -20 -11 AGENCY COMMENTS DATED 0813 -10 4, 06-25 -12 AGENCY COMMENTS DATED 03 -04 -11 5.11-14-12 AGENCY COMMENTS DATED 08 -10 -12 6.,04-107-14 RESUBMIT All rights reed u N art of the material protected b this cu rt `ht b part Y PY b (Pluts Ideas det,ig ,e ti o ns or details expressed oil these la us ) ma be 7 re roduced char cd or «[Hued m any orm u ut menus e p g f r b lec[ronic or Y Y Y rnechanrcal Includin g photocopying, Y m b, Sea[[l[b. or by any other [Ca[IS Of retuesul systeut A ithout written permissimt from Terra E«girt"ring and Land Solutions, PC Also, these plans ma) not be assigned to a third part) without first written authorization of `terra Eugutcenng and LAnd Solutions, PC GRAPHIC SCALE 101 ERRA ENGINEERING AND LAND SOLUTIONS, PC 100 0 50 100 200 400 14JL'r-1 :rT ( IN FEET ) 1 inch = 100 ft. 8.10 -30 -14 AGENCY COMMENTS DATED 10-23 -14 7, 04 =07 -14 AGENCY COMMENTS DATED 05 -22 -14 REVISION, J.N. 0812 __1 I 1� I , , I I I, ,� " , I ` I I I � I I i I I - _­ � I . - ­. 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SEE SHEET C6 0.0 FOR ROAD SECTIONS I I-, " \ / I z - - --� , I I " ��, < Z / ­ / I/- ,� /".,�, ", 11 , // I 1�, " ,,, / " /,, - / ,i�' \ I A- I , , 1�� , - - , I 11 11, I /--/- I - \/ 1* / /Fr'/ /,,, / 41 , -1 / ? i I I/ - " � /I 11 I , / I 4, ,- , , , I /"'e _,.l , I" / , , , , I , I I " , I <,, / � I , I , 11 , I I , , , , , f I " 11 I ,./ � /% \+ , I "I , /11 , � , ZX \, ^ � �\ , , , \ , \ 1, ;�,:�, _i� - - - / \ \ 4 / , /I I '-11 \' . N, 11.10 -30 -14 AGENCY COMMENTS DATED 10-23-14 10,10 -01 -14 AGENCY COMMENTS DATED 09-16-14 ,9. �08-20-14 AGENCY COMMENTS DATED 06-20-14 8. 06-03-14 AGENCY COMMENTS DATED 05-22-14 7, 04-07-14 GENERAL REVISIONS REVISIONS. 0 _,�\ ', , \ W f ,� --- - , 1,�,-, - I ,,,/-` -1 , � / "I I \\ z CL 11-1 ., / , 11 I 1\ 11 11 ­­', , , " • ltfq�-,Z�� I \ I- -1 __- I I , - ,�'.11 ,� � - " 11 I '�,' __ " :,_ " 11 11 � I , . �,- / - , -, I I 1_" / , ,/ \I- , " " , 1� , - /�- / , ,, N 11 I / A, I , I , i " ", � , I 1 _Z4 . �, I - - I �11 % ,,- - , -- I/ / :I, / / I ­- - "" / , , , - / /�, I i3 - If "I - , - " xz , - / , 1" , I � I ,f , I .� , ,� ,� 1/' , 1 -.;t 8 > \ ", / ,� �, ,,, , , I 1;�, ,I , " �, , I I-, -­ \ - , - , \ f ,I � / I __ I _� - '�-,- , I , " � �:� A, � , " , ,_ , , - 1-1< \/ / / - \- , �_ -, - I - \ . �, , �-;--�, " / / " , � , � I I I., /\ "I r� �' \ - , , , � , , , "I ,� , ,�, , , / I � �1- I I , I " \ \ I" � ✓ , _\ � I � - , , f_ __�"_ 1, I \ N " I " -- - - � " / ,� / ,_ _ -, -, , I 11 I , ,� \ \ , '11, .- I ,,, , -,� 11 � , Ir - I - i , I - -,,, �,, , I �, I I I ", , , / / / / )� - - I \ I � , , , , , ,� __', - �X­ ; � / ­ , " J, LU , ,� \ � , , � \ __ v , ,� " , , ,,, ,-- X_ ,/ , , I . ) � I / , \ _� " , 1`� - • ­\ __ ,I / I , " , , , / _ ,�_4Q I �,/ - , , , " , , , . - , , , , � , I - --- -11, , � "I �, / - I - , N 11 11 \ - I I - -�� -,,- , I I 0, � /I �/ // �,4N I - / " , I 11 -, , " ,,, , , � I-, ,11 - " ----, � , N I - -,- -1 " � �., ­1 - " -- I. // xz \' 11 , I _, , , , , . , i 11 " I j� I , " , \ I "\,\ 11, � I I '11 T - , �,,,', -1 "', " , , , , I ; / I __j , \ - "I I ,/ , " , , , , -� :, -�;: ,,, , I I '- - L , - � ___:� _ ,,,,, � /\ / "", ,,, , ,/ ✓ I I- ", I , I , / I i*,\ \ N , ,/ \ , � , �,," �, , , I K/1/1 � I , / " � " I '11,11'r I / __W , \/ I , ,/ / /, I � �, I _ ­ -�,,�, - , , I I I , " \ /, J / � ; ­- � / _"I , " '' � ", I I ;f / / I ),�:- i 1, 1. 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SEE SHEET C6 0.0 FOR ROAD SECTIONS I I-, " \ / I z - - --� , I I " ��, < Z / ­ / I/- ,� /".,�, ", 11 , // I 1�, " ,,, / " /,, - / ,i�' \ I A- I , , 1�� , - - , I 11 11, I /--/- I - \/ 1* / /Fr'/ /,,, / 41 , -1 / ? i I I/ - " � /I 11 I , / I 4, ,- , , , I /"'e _,.l , I" / , , , , I , I I " , I <,, / � I , I , 11 , I I , , , , , f I " 11 I ,./ � /% \+ , I "I , /11 , � , ZX \, ^ � �\ , , , \ , \ 1, ;�,:�, _i� - - - / \ \ 4 / , /I I '-11 \' . N, 11.10 -30 -14 AGENCY COMMENTS DATED 10-23-14 10,10 -01 -14 AGENCY COMMENTS DATED 09-16-14 ,9. �08-20-14 AGENCY COMMENTS DATED 06-20-14 8. 06-03-14 AGENCY COMMENTS DATED 05-22-14 7, 04-07-14 GENERAL REVISIONS REVISIONS. 0 U z CL W-4 M w (nC� Z ��� --A �� W z 0 �� �,� - - �e� �m­l r� " C �� IL_ m 'I Q9 ]�_ n �� I,mmH �11 P4 �4 (_� i, -, ` f..F t ' - '",..- -- "' __-- -. -.... " - l _. .- _ .` "" ' 'W - - - - '" ." ............ ... " ,•...". „-_-, - - �- " ' " -- �' _ _ _ _ _ . �- "'w .. — _"" "'.... r - , ,- '_„ • " ` ` �. 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DRIVER Y NO. 019933 ����'�"WAL �, t�� SCALE, 1))_50') ISSUED- 7171 -21-08 DRA WN RSJ iE DESIGN, SLD CHECKED: SLD REVISIONS, PAB, ATE L 04 -06 -10 AGENCY COMMENTS 2. 06 -17-10 AGENCY COMMENTS DATED 04 -25 -10 3. 01 -20 -11 AGENCY COMMENTS DATED 08 -13 -10 4, 06-23 -12 AGENCY COMMENTS DATED 03 -04 -11 5, 11 -1412 AGENCY COMMENTS DATED 08 -10 -12 6. 01 -16-13 AGENCY COMMENTS DATED 01 -02 -13 All rights reserved No part of the material protected by this copyright (plans, ideas, designs, secttous or details expr —ed oil these plaus) may be reproduced, chaugcd or utth,ccd or airy fart or b) any tueaus, electronic or mechanical, uhcludmg photocopyhrg, suuning, or by Any other Means of retrieval s)steuh without written permission from Tern Engineering ar,d Land Solutions, PC Also, these plans may riot be assigned to a Hurd party without first written authorization of Terra Engineering and Land Solutions, PC © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET ET J,N.0831 �I U wz � (/� 1, t- � <, W z 0 � � � �l I z �.t E5 � b C , o � � z °� � ��� 6 u� LZI z ��� z Y)4 w Cn�L02 �J> � P,�� �� � � p H I �" ��� p � � �) �, �t vl� Ennn, �4 ,n4 �) Y) P�H , 0 ��'H " ��H , e P4 PH 9 �, vl!� 47 ,!� �,, �nm4 0 4 �a CJ �H fl� i� �4 �4 �) 1`4 4 �� � V!�� �4 �' P4 Cn ve, �!n� P� �ml �4 �H H4 l� if — 11� �� 4 4� 0 09 4H PH TH OF �r Np�- eA U STEVEN L. DRIVER Y NO. 019933 ����'�"WAL �, t�� SCALE, 1))_50') ISSUED- 7171 -21-08 DRA WN RSJ iE DESIGN, SLD CHECKED: SLD REVISIONS, PAB, ATE L 04 -06 -10 AGENCY COMMENTS 2. 06 -17-10 AGENCY COMMENTS DATED 04 -25 -10 3. 01 -20 -11 AGENCY COMMENTS DATED 08 -13 -10 4, 06-23 -12 AGENCY COMMENTS DATED 03 -04 -11 5, 11 -1412 AGENCY COMMENTS DATED 08 -10 -12 6. 01 -16-13 AGENCY COMMENTS DATED 01 -02 -13 All rights reserved No part of the material protected by this copyright (plans, ideas, designs, secttous or details expr —ed oil these plaus) may be reproduced, chaugcd or utth,ccd or airy fart or b) any tueaus, electronic or mechanical, uhcludmg photocopyhrg, suuning, or by Any other Means of retrieval s)steuh without written permission from Tern Engineering ar,d Land Solutions, PC Also, these plans may riot be assigned to a Hurd party without first written authorization of Terra Engineering and Land Solutions, PC © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET ET J,N.0831 �I f ! f / f' {' f 16 i,e,,EI IIII '!^,,.,, ' ",' r! f' t` ' f ,' ;' f i f f f I I V, "" I I t ` I+ i I, I I I I' ;'f " f F PROP INLET, TYP. *TIERED WALL NOTE: {; f +,3 ' t f " I % t ' ' '• F t ` + f + t t `'r f ` + • ' 3 € I I I } III ( t } 3 ' I I I } E''z ."` y'• "•` -"-` �,,, ,` HYLAND RIDGE , TIERED WALLS IN OPEN SPACE ARE 4 3 1 VDOT ST 'D CG -9B ENTRANCE, TYP. eft , +' '/ f ' � ` „��, / ,',' f i ff i 1 1 ` ; 1 I E � 1 , I , - - ., - '/// ``` TYPICALLY 2 5' HIGH & 5' FACE TO FACE. \ ; ' "I / f i I/ ! i t f f,I t't• , 13 ' 4 (1 ! 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GRAPHIC SCALE 50 0 25 50 100 (IN FEET) 1 inch = 50 ft 200 10 + 11 + 12 + 13 + 14 + 15 + 16 + 17 + 18 18 Z �L 7W 0 N 0 Q Z W to b DESIGN SPEED: 25 MPH J APPENDIX F TABLE 2 -5 STOPPING SIGHT DISTANCE A.D. =3. 5% MIN K: 12 K (CREST VERT. CURVE) 580 K = A 1 i MIN K: 26 K (SAG VERT. CURVE) 580 L = 20.0)0 HIGH POINT ELEV = 55 .56 LOW POINT ELEV - 556.74 — / HIGH POINT STA = 13+24.29 OW POINT STA = 14 +53.42 A.D. = 4.(0% A D. = - 6.00% A.D. = 8 50% A.D. = - 2.25% K =5.0 K =26.00 K =2600 K =12.00 L = 20.000 L = 156.000 L = 221 000 L = 27.000 / 570 �p °I BOA, TYPE A 570 CD -1 7.7;5% 0 CD w 560 Q 560 CD -1 CD -1 �- C \ -1 / X CD -1 / ^`- ` ° 0.75 /o C -2 / ° �' �3' MIN ~ Q ° COVER / Cj PROP v WATERLINE z > °° I EXISTIN w 550 0 5 ?`' GRADE m 550 Q Z CD -1 \ LL PROPOSED ___ GRADE CONNECT T EXISTING 540 540 O 00 Oq O 00 CV 00) O 00 00 O) col M N to d CD Lo 00 t j CO Q0 t0 Lb Lb L0 f') > lfl > > m > 0- U > > a LL > m > a > w > m > a i m > a w O O O O O O O O C CD CD Cfl O co O co N 04 IN r- r- r N C0 r d Lr ti 00 L6 CD M d C0 C7 r M O CD ti O 0) 530 0 [^ 0 r' 0 T o r r- r c� r co r �r r- to r' w — cO r cD r 530 10 + 11 + 12 + 13 + 14 + 15 + 16 + 17 + 18 18 Ln e M �1 �[ ••6677 1-6,�� � M tli In �) EnnH �4 qt CID Q ell THOF7 I,p, STEVEN L. DRIVER > NO. 019933 rd ��`rI01VAL �G1 SCALE: V =503 ISSUED: 11 -14-12 DR.AtiVN: ATE DESIGN: -ATE CHECKED: SOLD REVISIONS: L 11 -14 -12 THIS SHEET ADDED 2, O1 -16 -13 AGENCY COMMENTS DATED 01 -02 -13 3, 04 -07 -14 ADDED YYL PROFILE 4. 06 -07 -14 AGENCY COMMENTS DATED 05 -22 -14 5, 08 -20 -14 AGENCY COMMENTS DATED 06 -20 -14 6, 10 -01 -14 AGENCY COMMENTS DATED 09 -16-14 All rights reserved No part of the material protected by this copyright ( pluts, ideas, designs, sechous or details expressed on these plaits) may be reproduced, changed or utilized in any form or by any means, electronic or utechatucal, including photocopying, scanning, or by any other weans of retrieval system without x rttteu permission front Term Engineering and Laud Solutions, VC Also, Ilicse plans may not be assigned to a third party without first %N rdteu authorization of Terra Eogiti eriug and Land Solutions, PC 1ERItA ENC;INEL'I {INC AND LAND SOLUTIONS, PC S1 EET C4404 J.N. 0831 Z �L 7W 0 Z ° 0 Q Z W b J Ln e M �1 �[ ••6677 1-6,�� � M tli In �) EnnH �4 qt CID Q ell THOF7 I,p, STEVEN L. DRIVER > NO. 019933 rd ��`rI01VAL �G1 SCALE: V =503 ISSUED: 11 -14-12 DR.AtiVN: ATE DESIGN: -ATE CHECKED: SOLD REVISIONS: L 11 -14 -12 THIS SHEET ADDED 2, O1 -16 -13 AGENCY COMMENTS DATED 01 -02 -13 3, 04 -07 -14 ADDED YYL PROFILE 4. 06 -07 -14 AGENCY COMMENTS DATED 05 -22 -14 5, 08 -20 -14 AGENCY COMMENTS DATED 06 -20 -14 6, 10 -01 -14 AGENCY COMMENTS DATED 09 -16-14 All rights reserved No part of the material protected by this copyright ( pluts, ideas, designs, sechous or details expressed on these plaits) may be reproduced, changed or utilized in any form or by any means, electronic or utechatucal, including photocopying, scanning, or by any other weans of retrieval system without x rttteu permission front Term Engineering and Laud Solutions, VC Also, Ilicse plans may not be assigned to a third party without first %N rdteu authorization of Terra Eogiti eriug and Land Solutions, PC 1ERItA ENC;INEL'I {INC AND LAND SOLUTIONS, PC S1 EET C4404 J.N. 0831 O O 14 U F- W W '_ V ) W _z J = U Q 2 C M E to tU M a_ Co 5- t0 co LIq V- 0 6 ,{ ",.». 1 : � E „ _ - _ - --- - - - -- - _ - "_ - ` _ _ _ ° "_ . .., , TRAIL _ _ _ _ . - - _ _ a \ \ `, ', `^ - `_ w, `" " - " _ _ -- ._- - - - ....,, _ .., F ^-�:1 .>�'s:m _ _ , - ` (OPE1� ^,S..PACE } /�/��\ �t - - °` � ° x ` \ _ _" . _ - °' 11 I W f� I� �' i' r Ii E 3 s ( " _ \ �' " " ".L:/ �J- _ , ', ' �' `' ` . „ " � ... -•- -.. , ". _ , ` ,. __ _ - ..,. ^ ,." ~ ..-"". _ ^"`; > F'"S 3 1 3 Y-4.3'3 t„� .1", S.F f i i` 1,,,,.,....--•• ," • "",.' 1 ...+",`,"'sw+� - ..-"" -.. .."""_ "'-' _ `" -- "" , - " -" ." 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OU ._ Y 1 11 1 � r t „. \, t ' � i � f \ / ✓, D r' µ ~ , }� � * � � � � � � �f � `,' _ .... µ \ ^ `^ivy. `" ✓` � ". , i 1 4 'ty S + .. • .> _71- ���, �:`•� :.� �` \,, _ S /Gyp •�,� �, • .. � I� ' r, ; � w Iv ;z ` \ v", 1k, \ 3 F •' k 1 `i I # CA AL 'LOT `LOT .� x/ _ Ir `' r h � ` ",'; ..�» rf """' "`��.,�,�„, ••� .._, .„ if �`` � ; GRAPHIC SCALE 50 0 25 50 100 ( IN FEET) 1 Inch = 50 ft. 200 NOTE: PARKING ALLOWED ON RIGHT SIDE OF ROAD ONLY. + 10 + 11 + 12 + 13 + 14 + 15 15 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE- 1" = 50' BELLUNO LANE ROAD PROFILE 50 0 25 50 100 200 a z CO Oco If'N cotM O (D fD CO Cp N W 0 0 ����l �P� Z 630 CL Lw PH1 I 630 A.D. 2.00% A.D. _ - 3.50% K = 0.00 EXISTING K L = 20.000 GRADE 620 620 A.D. = 4.0 00 AD. = 5.50% / K = 5.0 = 18.18* L = 20.000 L 100.000 * FULL K = 26 (SIGHT DISTANCE) NOT NEEDED AT INTERSECTION (DISCUSSED WITH VDOT) qb) / BOA, TYPE A 610 ¢ 610 T MIN `o COVER 0 O / J U D Z W / o w (D 600 600 ¢ O\O U ' U) W Q U / Z_ PROPOSED 0 G RA E m 590 590 ' DESIGN SPEED: 25 MPH PROP WATE LINE APPENDIX F w W N TABLE 2 -5 STOPPING SIGHT DISTANCE 0 MIN K: 12 K (CREST VERT. CURVE) y u_M MIN K: 26 K (SAG VERT. CURVE) ¢ ¢ > cn 580 580 CONNECTTO_ EXISTING _ O 0 C� 00 O o O co O Co co O O CC1 - r M 000 O 00 O 0 U >a>.m U U > a- w m IL w I I ti 133 � CV N ti ti ti CV CV N CV 570 rn - rn rn + - rn ° CD ° NT CAD co 570 + 10 + 11 + 12 + 13 + 14 + 15 15 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE- 1" = 50' BELLUNO LANE ROAD PROFILE 50 0 25 50 100 200 CID TH OF U STEVEN L. DRIVER 9 NO. 019933 ��SIOIVAL ��� SCALE. 1 " -510v ISSUED. 11 -14 -12 DRAWN- .ATE DESIGN: ATE CFIECKED. SLD REVISIONS, 1, 11 -14 -12 THIS SHEET ADDED 2. 01 -16 -13 AGENCY COMMENTS DATED 01 -02 -13 3. 04 -07-14 ADDED WL PROFILE 4. 06 -03 -14 AGENCY COMMENTS DATED 05 -22 -14 5. 08 -20 -14 AGENCY COMMENTS DATED 06 -20 -14 6.10-30-14 AGENCY COMMENTS DATED 10 -23 -14 All rights reserved No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed of these plans) may be reproduced, changed or utilized nt any form or by my uteaus, electronic or unclianica{, mcludung photocopying, scutring, or by any other weans of retrieval system without written permission front Terra Engineering and Land Solutions, PC Also, these plots may not be assigned to a third party without first written authorization of Terra Euginteering and Laud Solutions, PC � TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET J.N. 0831 a z O W 0 0 ����l �P� Z CL Lw PH1 I t CID TH OF U STEVEN L. DRIVER 9 NO. 019933 ��SIOIVAL ��� SCALE. 1 " -510v ISSUED. 11 -14 -12 DRAWN- .ATE DESIGN: ATE CFIECKED. SLD REVISIONS, 1, 11 -14 -12 THIS SHEET ADDED 2. 01 -16 -13 AGENCY COMMENTS DATED 01 -02 -13 3. 04 -07-14 ADDED WL PROFILE 4. 06 -03 -14 AGENCY COMMENTS DATED 05 -22 -14 5. 08 -20 -14 AGENCY COMMENTS DATED 06 -20 -14 6.10-30-14 AGENCY COMMENTS DATED 10 -23 -14 All rights reserved No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed of these plans) may be reproduced, changed or utilized nt any form or by my uteaus, electronic or unclianica{, mcludung photocopying, scutring, or by any other weans of retrieval system without written permission front Terra Engineering and Land Solutions, PC Also, these plots may not be assigned to a third party without first written authorization of Terra Euginteering and Laud Solutions, PC � TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET J.N. 0831 ~ y __ , t tF 1 r1` e `F' f i F j i j, �` ,r ,'ff` i ff i t i{ I, 1 ,E E i E� 1 1 � j r ,-- r '1 '—# 11 f '` `f f F , j f t : , `, 1 J F 1 , _ ^, } j ` E { I E # i } 1 i E ; `,.,, `� ," ,.- __";�,- `' ,f - .. 1r {I r ` ,} e !' f ' , fj;'� i r 1rrt 11 ` 1 } I E } ` I f I I i "- =`` / , NOTE 11 } j j r i lF i `, , I f i ?`l; 11 ! } i 1 _ - ! // III, SEE SHEET C5.2.0 FOR LANDSCAPE SCHEDULE \ #1` l l I, 1 ' f - 1 I ' 1 I _ _ -...�- w - (/ � , /'r `r LT* .J, ! 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"' , , £ 11 ' ` , ` y� f Fri/ E` f I. , �` ` / / i / � '� /` s F / 1 1 \ y \.4 / ,, `\ per`"\ \ \ l ^ ' „ J / \ - l 3 - %,7\ r , is`` f, / ; / t / / f , I -, Z � t . ~A�,',\ \ \' `.. , /,/' , ° \ / , /, `/ t t J - - 1 S # �I t -. , z , ,') �'"\. , " r # 4\ \ \ , ,` w , --111 / ./ /1 , t 1 f / /, GRAPHIC SCALE 50 0 25 50 100 200 (IN FEET) 1 inch= 50 ft PLANT SCHEDULE — BIORETENTION FILTER KEY BOTANICAL NAME COMMON NAME QUANT. SIZE ROOT REMARKS CALIPER I HEIGHT I SPREAD SHRUBS Z � 0 �I? OClethra alnifolia Sweet Pepperbush 16 - -- 18 -24" - -- Cont OIlex glabra Inkberry 16 - -- 18 -24" - -- Cont. ® Viburnum dentatum Arrow -wood 15 - -- 18 -24" - -- Cont. 4 4 a Large Shade Tree From County Approved Tree List or equal 23 1 1/2" - -- - -- B &B e) U Z IL W Z � 0 �I? W z 0 � �t ��M Z v r-1 64 � 9 J L-) 4 4 � U � � � � ��� P4 r�� / I— t7-1 H ( ��� I � Cj i r I , � c f _ � �� 11� 0� �=l 1�4 � H pn� " `�� P4 ., �4 �4 pnj �� C—) V:!�l �, `..a W �) �) old 11� �4 Pq i,--l4 H4 THOF7 ,, U STEVEN L. DRIVER 9 NO. 019933 ��o - %'&-1Q vAL e;� SCALE: 1 " -50' ISSUED: 11 -21 °08 DRAWN: RME DESIGN: SLD CHECKED: SLD REVISIONS: PAB, ATE 1. 04 -06 -10 AGENCY COMMENTS 2. 06 -17 -10 AGENCY COMMENTS DATED 0428 -10 3. 01 -20 -11 AGENCY COMMENTS DATED 08 -13 -10 4, 06 -25 -12 AGENCY COMMENTS DATED 03 -04 -11 5. 11 -14 -12 AGENCY COMMENTS DATED 08 -10 -12 6. 01 -16 -13 AGENCY COMMEN'T'S DATED 0102 -13 All rights rescrved No part of the nlatenal protected by thus copyright (plans, ideas, designs, scctwns or details expressed on these plans-) uuay be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scauuuuiug, or by any other nica is of retrieval systcun without written permission from Terra Engineering and Laud Solutions, PC Also, these plans MAY not be assigned to a thud party without first written autlnoriLdtion of Tetra Euguicering and Laud Solutions, PC eDTLRRA ENGINEERING AND LAND SOLUTIONS, PC S1I -1EET C 5 O 1,3 tv) J.N. 0831 __ _ GUY WIRE — EDGE OF ROOTBALL- MULCH RING - EDGE OF PLANTING PIT STAKE RUBBER HOSE BLACK RUBBER HOSE - 2 STRAND TWISTED GALV. SUPPORT WIRE SHREDDED HARDWOOD MULCH (2 " -3" DEPTH) — i PLAN MULCH I-II'I RING 1/2 HEIGHT OF TREE V -CUT EDGE (SEE DETAIL) FINISHED GRADE GUYING STAKE IIII -1111 IIII IIII 1111 -IIII IIII (2 "x2 "x3') -III ROOTBALL 12" -11 1 =1111 ' -1111 =111 •_ •.,� -'- � °.;' � . � = 1111 -111 _ UNDISTURBED 6" COMPACTED SOIL — — IIII -IIII= SETTING MOUND _� '1= IIII, IIII = IIII - IIII =1111 = IIII- 1'1'�I' -` SUBGRADE 'III = IIII =IIII= IIII = IIII = IIII = IIII =� LOT 11 EVERGREEN TREE PLANTING AND GUYING GUY W' ^� EDGE( ROOTS MULCF EDGE( PLANTI STAKE RUBBEI , PLAN BLACK RUBBER HOSE 2 STRAND TWISTED 12 GAUGE GALV. SUPPORT WIRE SHREDDED HARDWOOD MULCH (2 " -3" DEPTH) 09 V -CUT EDGE (SEE DETAIL) MULCH RING FINISHED GRADE I II II I GUYING STAKE - IIII -1111 IIII IIII 1111= 1111 -1111= (2 "x2 "X3') III- (IIII ROOTBALL 12 -II I =IIII- MI IIII IIII =1' 6" COMPACTED SOIL (OR - IIII -III _; = 1111 =111 - - -. � ._:.k��`,._f.,'.v::- .��- �.'��•- _IIII =1111 WASHED GRAVEL) SETTING MOUND 1= IIII = IIII = IIII =IIII= IIII = IIII = IIII UNDISTURBED SUBGRADE ' III = IIII = IIII = IIII = IIII = IIII = IIII =' LARGE TREE PLANTING AND GUYING SECTION N.T.S. �. SECTION CTION Riser 4" CRUSHED RUN AGGR. TOPPED W/ #8 STONE BETWEEN RISERS Backfill KEY BOTANICAL NAME COMMON NAME Dado 1/2 SIZE ROOT REMARKS carriage HEI&—H—T—T SPREAD TREES thickness. Large Shade Tree From County Approved Tree List or equal 191 1 1/2" - -- - -- B &B Well branched * Large shade trees to be planted at a minimum of five (5) per lot. and using the guidelines outlined in Proffer ZMA 04 -18. All trees are new plantings (No existing trees to be retained) OTHER LM Low - maintenance non -grass groundcover From County Approved List or equal 0.07 Ac. ** - -- - -- - -- - -- - -- Carriage 0 Four 20d Galvanized Nails Per Riser (0.36" 0) 6" Embedded Sill NOTE STAIR TO MATCH PROPOSED LONGITUDINAL GRADE CRIB LADDER STAIRWAY SECTION N.T.S. 0 4:1 MAX CLASS A TYPE 1 TRAIL PAVEMENT' 2" SM -9.5A ASP. over 4" #21AAGGR. over COMPACTED SUBGRADE 2% MAX _ 1' ...,,,•- ,II...11I.;,IIIII�IIII III -,�1- .111- 1II,�,III�III- 1I1...II1= 5' 10' OPEN SPACE PATH CORRIDOR PEDESTRIAN PATH ALONG ,VIA FLORENCE SECTION N.T.S. 10' OPEN SPACE PAVEMENT PATH ( CORRIDOR 2" SM -95A ASP. 1 5' 4" 21A AGGR. 5 f'nnnpn(,TPn I N.T.S. is ALL PATHS ARE TO BE BUILT ACCORDING TO THE CLASS A TYPE 1 STANDARD IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. `_4_"\ PEDESTRIAN PATH BETWEEN LOTS 3 & 4),6 & 7 SECTION N.T.S. TRAIL NOTE: R/W DRAINAGE PROVISIONS WHERE REFERENCED ABOVE ARE TO FOLLOW VDOT STANDARDS FOR A 2 YR DESIGN STORM CONCENTRATED RUNOFF MUST NOT RUN ACROSS THE TRAIL, AND CULVERTS OR FOOT BRIDGES ARE TO BE PROVIDED, ESPECIALLY WHERE THE TRAIL CROSSES DITCHES WHERE THE TRAIL CROSSES SWAMPY AREAS, PROVISIONS SUCH AS BOARDWALKS ARE TO BE PROVIDED FOR A DRY SURFACE. WHERE A NON -PAVED SURFACE IS USED, TRAIL BREAKS AND EROSION PREVENTION MEASURES MUST BE USED ON GRADES ABOVE 7% TO PREVENT REPEATED WASHOUT OF THE SURFACE I VIA FLORENCE ROAD 2:1 MAX I PLANT SCHEDULE - LANDSCAPE KEY BOTANICAL NAME COMMON NAME QUANT. SIZE ROOT REMARKS CALIPER HEI&—H—T—T SPREAD TREES LT* Large Shade Tree From County Approved Tree List or equal 191 1 1/2" - -- - -- B &B Well branched * Large shade trees to be planted at a minimum of five (5) per lot. and using the guidelines outlined in Proffer ZMA 04 -18. All trees are new plantings (No existing trees to be retained) OTHER LM Low - maintenance non -grass groundcover From County Approved List or equal 0.07 Ac. ** - -- - -- - -- - -- - -- ** Excludes SWM Ponds NOTE: Street trees (shown within R /W) are not required and not included in the quantity above, but can be installed at developer's option. LANDSCAPE NOTES: GUIDELINES OF PROFFER ZMA 04 -18: 1. AT LEAST ONE HUNDRED - SEVENTY (170) TREES SHALL BE PLANTED OR RETAINED ON THE SUBDIVIDED LOTS. 2. MINIMUM OF FIVE (5) TREES PER LOT 3. TREES SHALL BE MARKED IN THE FIELD FOR INSPECTION FOR EACH LOT. 4. NO REQUEST FOR A CERTIFICATE OF OCCUPANCY SHALL BE MADE UNTIL A FINAL ZOINING INSPECTION IS PERFORMED AND ALL REQUIRED TREES ARE IN PLACE. 5. DECIDUOUS TREES TO BE RETAINED SHALL BE AT LEAST A 1 % INCH CALIPER D.B H AND NON DECIDUOUS TREES SHALL BE AT LEAST FOUR (4) FEET IN HEIGHT. 6. ALL TREES TO BE RETAINED SHALL BE IDENTIFIED ON EROSION AND SEDIMENT CONTROL PLANS, FINAL GRADING PLANS, AND ROAD PLANS 7 A TREE CONSERVATION PLAN IN ACCORDANCE WITH SECTION 32 7.9 4 OF THE ZONING ORDINANCE SHALL BE SUBMITTED AND APPROVED PRIOR TO APPROVAL OF ANY EROSION AND SEDIMENT CONTROL PERMIT FOR GRADING. 8. ALL TREES TO BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION 9 AT PLANTING, DECIDUOUS TREES SHALL BE AT LEAST 1 %2 INCHES IN CALIPER D.B.H.; NON - DECIDUOUS TREES SHALL BE AT LEAST FOUR (4) FEET IN HEIGHT. 10 NON - GRASSED, LOW- MAINTENANCE GROUND COVER SHALL BE USED ON ALL SLOPES STEEPER THAN 3:1. td QI "V" DITCH can V DEEP MIN. - SLOPE VARIES -X: 3 1 SLOPE ` EX GRADE MAX GRADE ALL SLOPES PROP GRADE PROP RET WALL 3'1 SLOPE _ _ EX GRADE MAX GRADE �IW _11 U) 3 1 SLOPE MAX GRADE 2% MIN PROP GRADE SECTION A-A SECTION D -D (SECTION 1) LOT 16 SWALE Jo� (SECTION 3) LOT 25 SWALE N.T.S. N.T.S. 12' 6' 6' SWALE - DEPTH VARIES t,, I 0 5' MIN. J 1 0' MAX.(AT INLET) 3.1 SLOPE Q, W U I MAX GRADE m F I 3 1 SLOPE �I EX GRADE —_ 6-1 1 MAX GRADE _ PROP GRADE 3.1 SLOPE MAX GRADE ALL SLOPES PROP GRADE ` EX GRADE SECTION B -B 170 SECTION E -E (SECTION 3) LOT 21 DITCH 5v2 (SECTION 3) LOT 32 SWALE N.T.S. N.T.S. PROP uti RET WALL h � Q 3.1 SLOPE U)1 MAX GRADE � � t _ EX GRADE 3:1 SLOPE 1 MAX GRADE I 2% MIN. SECTION C­C ,2 (SECTION 3) LOT 23 SWALE N.T.S. PROP GRADE 7. 10-30 -14 AGE, ENCY COMMENTS DATED 04 -28 -10 e) U Z a W Z C Z 0 �ZU) A � � ril jliJ Z � � � I—' � i l.d u f� Fes" F� TH OF U STEVEN L. DRIVER NO. 019933 ��ssf OVAL �O� SCALE: N.T.S. ISSUED- 11 -21 -08 DRAWN- RME DESIGN. SLD CHECKED: SLD REVISIONS, PAB 1. 04 -06 -10 AGENCY COMMENTS 1 06-17 -10 AGENCY COMMENTS DATED 04 -28 -10 3. 01 -20 -11 AGENCY COMMENTS DATED 08 -13 -10 4, 04-07 -14 RESUBMIT 5. 0820 -14 AGENCY COMMENTS DATED 06 -20 -14 6. 10-01 -14 AGENCY COMMENTS DATED 09 -16 -14 All rights reserved No part of the t aterial protected by this copyright (plaits, ideas, designs, sections or details expressed ou these plaits) unay, be reproduced, clanged or utilized iii any form or by my -calls, electrmnc or mcc(namcal, includwg photocopying, scanning, or by any other means of retne%at system without wrrtteu permissou froze, Term Engineering and Land Solutions, PC Also, these plans uray not be assigned to a thud party without first wirtten Authorization of Terra Engineering and Laud Solutions, PC Q TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C 5 O 2,3 0 J.N. 0812 SEWER SERVICE CONNECTION PRIOR =RVICE I 12" COVER SPRINGLINE PRIVATE PROPERTY I COUNTY PIPE EMBEDMENT TOBEVDH &T NO 68 STONE ROCK PAY LINES---*' BACKFILL SHALL BE PLACED IN 6" LAYERS FROM THE BOTTOM OF THE TRENCH TO A POINT AT LEAST 12" ABOVE THE PIPE AND THOROUGHLY TAMP BY HAND OR PNEUMATIC TAMPER, HOWEVER DO NOT TAMP DIRECTLY OVER THE PIPE FINAL BACKFILL MAY BE PLACED IN LAYER THICKNESSES WHICH WILL PERMIT COMPACTION TO A DENSITY OF AT LEAST 95% DENSITY. INSALLATION OF P.V.C. PIPE 5/8" METER PROVIDED BY OWNER CHECK VALVE T__4 FORD HHCA 91 -313 COURSES OF BRICK AS REQUIRED 3/4" FEMALE I P.T. STRAIGHT COUPLING, MUELLER NO 15450 OR APPROVED EQUAL /Ft 20" MIN FINISHED GROUND SURFACE EXPANDER WHEEL - FORD, MUELLER OR A.Y. MCDONALD CAST IRON METER YOKE - FORD Y501, MUELLER OR A.Y MCDONALD ANGLE BALL VALVE - FORD, MUELLER OR A.Y MCDONALD 3/4" CORPORATION STOP - FORD, MUELLER OR A Y. MCDONALD —WATER MAIN �DRAIN X3/4" NO 2, TYPE K COPPER 3/4" COPPER TUBING, 18" MIN TUBING PAID FOR PER LIN FT LENGTH, PAID FOR PER LIN. P E WITH 12" FT STONE POCKET V D O T. NOTE: ALL COPPER SPEC 203, NO. 57 CONNECTIONS AND FITTING AGGREGATE SHALL BE COMPRESSION T`I'PI'CAL WAT I R SERVICE RVICE ,C'ONN I CTION DEVIL N.T.S. �jo Si � CTION 1�T•T.S. 16•I� SECTION U U) Z U Z Ofy U-1 LU z_ O O�~ U O Q rry wQ Z � Y �UU �w O� v 040 8" 1 24" 1 D z vro MH.S CV NOTE FLEXIBLE JOINT SHALL BE KOR -N -SEAL OR EQUAL. C I FRAME & COVER 8" SET FRAME IN CEMENT MORTAR BED NON -SAG JOINT SEALER SHALL BE USED IN AREAS SUBJECT TO FLOODING. MIN REINF.0.121Nz /FT STEEL - ASTM A -185 TEP 4 :a MIN CONC STRENGTH C28 DAYS - 4000 P S I PROVIDE MAX OF TWO LIFT w METER BOX • Q X I MID STATES 18 "x24" WITH z_ W FINAL (1)3/4" HOLE IN LID #PC 32 -T use radius of 20 feet. For ADT under 2000 radius may m C: o NOT CONTAIN ROCK MATERIAL BACKFILL OR BROOKS #2200 WITH HOLES PER SECTION PLUG E; LARGER THAN 6" IN ANY (1)3/4" HOLE IN CAST IRON LID DIMENSION , WATERTIGHT AFTER PIPE EMBEDMENT TOBEVDH &T NO 68 STONE ROCK PAY LINES---*' BACKFILL SHALL BE PLACED IN 6" LAYERS FROM THE BOTTOM OF THE TRENCH TO A POINT AT LEAST 12" ABOVE THE PIPE AND THOROUGHLY TAMP BY HAND OR PNEUMATIC TAMPER, HOWEVER DO NOT TAMP DIRECTLY OVER THE PIPE FINAL BACKFILL MAY BE PLACED IN LAYER THICKNESSES WHICH WILL PERMIT COMPACTION TO A DENSITY OF AT LEAST 95% DENSITY. INSALLATION OF P.V.C. PIPE 5/8" METER PROVIDED BY OWNER CHECK VALVE T__4 FORD HHCA 91 -313 COURSES OF BRICK AS REQUIRED 3/4" FEMALE I P.T. STRAIGHT COUPLING, MUELLER NO 15450 OR APPROVED EQUAL /Ft 20" MIN FINISHED GROUND SURFACE EXPANDER WHEEL - FORD, MUELLER OR A.Y. MCDONALD CAST IRON METER YOKE - FORD Y501, MUELLER OR A.Y MCDONALD ANGLE BALL VALVE - FORD, MUELLER OR A.Y MCDONALD 3/4" CORPORATION STOP - FORD, MUELLER OR A Y. MCDONALD —WATER MAIN �DRAIN X3/4" NO 2, TYPE K COPPER 3/4" COPPER TUBING, 18" MIN TUBING PAID FOR PER LIN FT LENGTH, PAID FOR PER LIN. P E WITH 12" FT STONE POCKET V D O T. NOTE: ALL COPPER SPEC 203, NO. 57 CONNECTIONS AND FITTING AGGREGATE SHALL BE COMPRESSION T`I'PI'CAL WAT I R SERVICE RVICE ,C'ONN I CTION DEVIL N.T.S. �jo Si � CTION 1�T•T.S. 16•I� SECTION U U) Z U Z Ofy U-1 LU z_ O O�~ U O Q rry wQ Z � Y �UU �w O� v 040 8" 1 24" 1 D z vro MH.S CV NOTE FLEXIBLE JOINT SHALL BE KOR -N -SEAL OR EQUAL. C I FRAME & COVER 8" SET FRAME IN CEMENT MORTAR BED NON -SAG JOINT SEALER SHALL BE USED IN AREAS SUBJECT TO FLOODING. MIN REINF.0.121Nz /FT STEEL - ASTM A -185 TEP 4 :a MIN CONC STRENGTH C28 DAYS - 4000 P S I PROVIDE MAX OF TWO LIFT w a • Q X I Desirable Radius Note: z_ W W M use radius of 20 feet. For ADT under 2000 radius may m C: o NOT CONTAIN ROCK MATERIAL HOLES PER SECTION PLUG E; LARGER THAN 6" IN ANY DIMENSION o� WATERTIGHT AFTER zz 0 d INSTALLATION. U (n w w U) U) > a I } BY HAND OR APPROVED _ (n 2, ALL JOINTS TO BE "O" RING REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE C) (ALL PIPE) � RUBBER GASKETS PER ASTM o C -361 � 1 r BELL END ON z / / � 7 INCOMING PIPES o � o N PLAIN END ON 5" 48" DIA 12 " -18" OUTGOING PIPE U) w , BENCH 3" FLEXIBLE JOINT O SLOPE 0 OF LARGEST PIPE FLEXIBLE JOINT 7 SUPPORT PIPE ON #57 STONE BEDDING 6" OF STONE / BEDDING / NOTE: BENCH MAY BE CONC OR BRICK NOTE SEE DRWG NO D -107 FOR AND MORTAR MANHOLE SIZING TABLE. MANHOLE CONSTRUCTION SHALL WHERE STUBS OR KNOCKOUTS ARE CONFORM TO ASTM SPEC. C -478 PROVIDED FOR FUTURE CONNECTIONS, BENCH SHALL BE SO FORMED STANDARD PRECAST CONCRETE , MANPIOLE a 5" I 24" 5" SECTION B -B C NOTES - TWO SLOTS DETAIL MH -2 IS IDENTICAL TO V.D.H. &T. 3' X 18' MH -1 STANDARD ❑ ❑ ❑ MATERIAL - CAST IRON 1:11:11:1 ❑ WEIGHT - 376 LBS ± A ❑ ❑ ❑ ❑ ❑ ❑ 10:1 A SANITARY SEWER 214" H Ed O ❑11 00 ❑0❑ CV = 3• 3„ 4 8 208' TOP SECTION A -A STANDARD HEAVY AVY TRAFFIC MANHOLE E (I6 FRAME & COVER SECTION N.T.S. I{� "�� SECTION N.T.S. 55' R/W NTS 27.5' 2.5' - r1 /4 "A' 1" SM -2A ASPHALT 2.5" BM -2 ASPHALT 6" # 21 B ASPHALT COMPACTED SUBGRADE row. ,'-''•; • ":..;,.;:'•'�a::; ,: :; •'�� �,:..,,;..•,. `` j` j` j' Oj'`` j`` j'` �j' `�j``�``''``j'j'Oj'``�``'``�`�j a • NTS TYPICAL ROAD SECTION EMBEDMENT SPRING LINE OF PIPE NO 68 STONE WATER MAIN U_1 o_ O U Y- BRANCH = OBY2CC 1x3/4 A Y. McDONALD w M METER METER 1" CORPORATION STOP MUELLER 11 -1500 OR APPROVED EQUAL — WATER MAIN TYPE III SERVICE RVICE C ONN i I ACTION METER TIE TO EXISTING SERVICE LINE 1" COPPER NO 2 TYPE "K" TUBING MAKE TAP AT 3 OR 9 O'CLOCK N.T.S. 0 SECTION N.T.S. NOTE "/// 2�C / / / /2�!/ / / /. / / / /.�U / /� /�iiiir 1 OPEN CUTS IN PAVED AREAS WITHIN EXISTING RIGHT -OF -WAY S ..,,, , .10 21A STONE 2 FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO 68 STONE SHALL BE PROVIDED 3 WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO 68 STONE TYPICAL TRENCH INSTALLATION SECTION N.T.S. 1 a o (D Q X I Desirable Radius Note: z_ REMAINING BACKFILL SHALL W M use radius of 20 feet. For ADT under 2000 radius may m C: o NOT CONTAIN ROCK MATERIAL z E; LARGER THAN 6" IN ANY DIMENSION o� M z_ INTIAL BACKFILL` 8" MIN C_ (6" LIFTS) "THOROUGHLY COMPACTED U) BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING (6" MAX - 4" MIN) FOUNDATION (SHALL BE �I REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE C) (ALL PIPE) WATER MAIN U_1 o_ O U Y- BRANCH = OBY2CC 1x3/4 A Y. McDONALD w M METER METER 1" CORPORATION STOP MUELLER 11 -1500 OR APPROVED EQUAL — WATER MAIN TYPE III SERVICE RVICE C ONN i I ACTION METER TIE TO EXISTING SERVICE LINE 1" COPPER NO 2 TYPE "K" TUBING MAKE TAP AT 3 OR 9 O'CLOCK N.T.S. 0 SECTION N.T.S. NOTE "/// 2�C / / / /2�!/ / / /. / / / /.�U / /� /�iiiir 1 OPEN CUTS IN PAVED AREAS WITHIN EXISTING RIGHT -OF -WAY S ..,,, , .10 21A STONE 2 FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO 68 STONE SHALL BE PROVIDED 3 WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO 68 STONE TYPICAL TRENCH INSTALLATION SECTION N.T.S. 1 a o (D Q X I Desirable Radius Note: z_ For entrances to roadways having ADT of 2000 or more, W M use radius of 20 feet. For ADT under 2000 radius may m C: o be 12 feet. z a- Pipe culvert a) if necessary 12 FT C° 3 m /SURFACE-' o > w GRADE 16 FT' •- See ---------- Ditch flow line o > Radius Note o L c (D -a �0� Shoulder x c w / - - -- . ------ _ a Edge of roadway pavement ■� -- -r ROADWAY PAVEMENT --------------- - --- r.- .- FIGURE 9 - PRIVATE ENTRANCE DETAIL CG -96 LIMITS OF LIMITS OF C PEDESTRIAN ACCESS PEDESTRIAN WIDTH OF ACCESS OTE III 4' ROU N. MI 1S ENTRANCE 4!- O U MIN. l 4' -0" MIN. 1/2 WIDTH OF ENTRANCE EXISTING OR PROPOSED 4' -0 EXPANSION JOINT " MIN. Y R 5' -0" 2' R 4' -0" MIN. c� SIDEWALK OR SIDEWALK SPACE UNPAVED SPACE NON- TRAVERSABLE UNPAVED SPACE SLOP T 0 F F i NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON _ GRATE TO MATCH BASIN 0 D \ \ O6 MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN MANUFACTURING PLANS/TAKE OFF) REQ SAME AS MIN SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE. 4" - 30" FOR CORRUGATED HDPE (ADS N- 121HANCOR DUAL WALL, ADS /HANCOR SINGLE WALL), N -12 HP, PVC SEWER (EX. SDR 35), PVC DWV (Ek SCH 40), PVC C900 /C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 3 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 -50 -05 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO 7001 - 110 -045 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO 7001 -110 -065 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N- 12/HANCOR DUAL WALL), N -12 HP, & PVC SEWER (4" - 24 ") 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360' TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO 7001 -110 -012 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING 4 " MIN ( 6" MIN M 67 LLB M v 0 CV m 0 3 a rn Q) ry tv 0 U 2 c 0 U DRAIN BASIN (5) ADAPTER ANGLES VARIABLE 0' - 360' ACCORDING TO PLANS 4" MIN ON 8" - 24" 6" MIN ON 30" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN ON 8" - 24 ", 10" MIN ON 30" BASED ON MANUFACTURING REQ ) iy \ THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II 8" - 30" MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS THE RECEIPT DRAWN BY EBC MATERIAL 3130 VERONA AVE BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DESIGN OR DATE 3.25.10 Z PHN (770) 932 -2443 Nylo last FAX TECHNICAL IINFORMATION SHOWN HEREIN nylop ast-us com REVISED BY EBC PROJECT NOINAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION REPRODUCTION OF THIS PRINT OR ANY INF ORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 2 -25 -11 W DRAIN BASIN WITH DOME GRATE QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST 72011 NYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001. 110.397 REV B NON TRAFFIC INSTALLATION INLINE DRAIN — "In 1111-1 - I-," — ., i, ,l_ ,,,,,,�.� RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. JTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS & SITE ENGINEER BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 THIS PRINT DISCLOSES SUBJECT MATTER ]IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS THE RECEIPT DRAWN BY CJA MATERIAL 3130 VERONA AVE BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DESIGN OR 0 0 DATE 9.30.99 Z PHN (770) 932 -2443 Nylo last �; TECHNICAL CAL FORMATION SHOW HEREIN nylopast us c1 REVISED BY EBC PROJECT NO.INAME TITLE REPRODUCTION OF THIS PRINT OR ANY INF ORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 2 -24 -10 W DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST x2010 NYLOPLAST I DWG SIZE A SCALE 125 SHEET 1 OF 1 1 DWG NO 7001 - 110 -111 REV D INVERT A( PLANS NYLOPLAST INLINE DRAIN WITH DOME GRATE (1) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN 0 D r SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 -50 -05 2 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N- 12IHANCOR DUAL WALL), N -12 HP, & PVC SEWER (4" - 24 ") 3 - 8" - 30" DOME GRATES HAVE NO LOAD RATING 5 PARABOLIC SWALE BETWEEN YARD INLETS BEHIND 1 & 2 (SEE PLAN VIEW) SECTION F -F N.T.S. PARABOLIC SWALE BEHIND LOT 3 (SEE PLAN VIEW) 21 SECTION G -G N.T.S. (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE 4" - 30" FOR CORRUGATED HDPE (ADS N- 12 /HANCOR DUAL WALL, ADS /HANCOR SINGLE WALL), N -12 HP, PVC SEWER (Ek SDR 35), PVC DWV (EX SCH 40), PVC C900 /C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 3 Pq R 0-P 1 U STEVEN L. DRIVER Y NO. 019933 %'&-t0NAL SCALE: : N.T.S. ISSUED, 11 -21 -08 DRAWN: RME DESIGN- CHECKED: SOLD REVISIONS. PAB /ATE 1. 10 -30 -14 AGENCY COMMENTS DATED 10 -23 -14 All rights reserved No part of the material protected by this copyright (plaus, ideas, desigus, sections or details expressed on these plaus) may be reproduced, chauged or utilized iu auy form or by any menus, eleetrome or mechaurcal, including photocopyuig, xauuuig, or by auy other menus of retrieval system w ithout writteu permission from Terra Eugiri -ring and Laud Solutious, PC Also, these plans may not be assigned to a third party without first written authorization of'1'erra Eugiuccruag and Laud Solutious, PC O TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET J.N. 0812 a Z a U Z W Z C9 � ���,� t Z oo w ( Z U) w Q Z pml l ' t C� f� 6H Pq R 0-P 1 U STEVEN L. DRIVER Y NO. 019933 %'&-t0NAL SCALE: : N.T.S. ISSUED, 11 -21 -08 DRAWN: RME DESIGN- CHECKED: SOLD REVISIONS. PAB /ATE 1. 10 -30 -14 AGENCY COMMENTS DATED 10 -23 -14 All rights reserved No part of the material protected by this copyright (plaus, ideas, desigus, sections or details expressed on these plaus) may be reproduced, chauged or utilized iu auy form or by any menus, eleetrome or mechaurcal, including photocopyuig, xauuuig, or by auy other menus of retrieval system w ithout writteu permission from Terra Eugiri -ring and Laud Solutious, PC Also, these plans may not be assigned to a third party without first written authorization of'1'erra Eugiuccruag and Laud Solutious, PC O TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET J.N. 0812