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HomeMy WebLinkAboutSDP201900068 Plan - Approved Final Site Plan and Comps. 2020-01-06GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SU17E 1100 RESTON, VA 20190 DEVELOPER: STANLEY MAR77N HOMES 404 PEOPLE PLACE, SU17E 303 CHARLOTTESVILLE, VA 22911 SPRING HILL VILLAGE ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SU17E K CHARLOTTESVILLE, VA 22902 (4J4)29J-,3719 FINAL SITE PLAN TAX MAP NO.: 090000-00-00-02800 (DB 4571, PG.421) 1776 SCOTTSWLLE ROAD CHARLOTTESVILLE, VA 2290J SDP2019=00068 TO TA L AREA: 1J.00 ACRES ZONING. NM0 - NEIGHBORHOOD MODEL DISTRICT NTH PROFFERS AND CODE OF DEVELOPMENT SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA (ZMA 201J-00017 & ZUA2020-00006 NTH ENTRANCE CORRIDOR OVERLAY (EC) & 57EEP SLOPE OVERLAY). CODE OF DEVELOPMENT - LAST REWSION DATE. NOVEMBER 8, 2016. VARIA77ON 12 TO 77-IE CODE OF DEVELOPMENT AND APPLICA77ON PLAN WAS APPROVED ON MAY 20, 2020. 2MA2020-6 WAS APPROVED ON SEPTEMBER 16, 2020. PROPOSED USE. RESIDEN77AL DEVELOPMENT - TOTAL 100 RESIDEN77AL LOTS 100 SINGLE FAMILY ATTACHED RESIDEN77AL UNITS (TH AND WLLA UNITS) FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN) DENSITY- ALLOWABLE DENSITY PER 2MA APPLICA77ON PLAN. TOTAL ALLOWABLE MINIMUM RESIDEN77AL DWELLING UNITS. 80 UNITS TOTAL ALLOWABLE MAXIMUM RESIDEN77AL DWELLING UNITS. 100 UNITS MINIMUM NON-RESIDEN77AL GROSS FLOOR AREA 10,000 SF MAXIMUM NON-RESIDEN77AL GROSS FLOOR AREA 60,000 SF OPEN SPA CE- PARKS' MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = J28 ACRES (2527.) PARKS AND AC77VEIPASSIVE RECREA77ONAL AREAS PROWDED: OPEN SPACE A (BUFFER): 0. 06 ACRES OPEN SPACE 8 (BUFFER): 0. 09 ACRES OPEN SPACE C (BUFFERIPOCKET PARK 14). 0. 54 ACRES OPEN SPACED (POCKET PARK f3).- 0.483 ACRES OPEN SPACE E (BUFFER). 0. 02 ACRES OPEN SPACE F (POCKET PARK /1).- 0. 6J ACRES OPEN SPACE G (BUFFER): 0.10 ACRES OPEN SPACE H (POCKET PARK J2). 0. 8J ACRES OPEN SPACE I (BUFFER): 0. 21 A CRIES OPEN SPACE J (COMMUNITY PARK): 1. 00, ACRES TOTAL PARK AREA PROWDED: J.66J ACRES (28.2Y. OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY 774E HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWERS IN 774E SUBDIWSION AND NO OPEN SPACE IS PROPOSED To BE &EDICATED PUBLIC SPACE. BUILDING RESIDEN77AL HEIGHTS(MAX): BLOCK A: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BL OCK B.' MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BL OCK C.- MAXIMUM HEIGHT 40 FEET (1-3 STORIES) 8L OCK D: MAXIMUM HEIGHT 40 FEET (1-J STORIES) BL OCK E.- MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK F. MAXIMUM HEIGHT 40 FEET (1-J STORIES) BL OCK G.- MAXIMUM HEIGHT 40 FEET (1-J STORIES) PROPOSED TOWNHOUSE BUILDING HEIGHT= 40J MAXIMUM PROPOSED VILLA BUILDING HEIGHT= 29�-5.8" MAXIMUM SETBACKS. RESIDEN 77AL: FRONT 5' MINIMUM (18' MINIMUM FROM R/W` OR EDGE OF SIDEWALK TQ GARAGE) SIDE: 5' SETBACK (MIN. 10' BUILDING SEPARATION) & 8' CORNER LOT SETBACK REAR. 10' MINIMUM NON-RESIDEN77AL: FRONT 5' MINIMUM (25' FRONT SETBACK FROM ROUTE 20) SIDE: 5' MINIMUM & 8' CORNER LOT SETBACK REAR: 15' MINIMUM (25' REAR SETBACK FROM ROUTE 20) SUBDIWSION STREETS. CURB & GUTTER WA TERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE- THIS SITE IS NOF LOCATED WTHIN A PUBLIC WA TER SUPPL Y RESER VOIR WA TERSHED. AGRICULTURALI FORESTAL DISTRICT- NONE TOPO & SURVEK THE BOUNDARY LINE AND PARCEL INFORMA77ON WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMA77ON IS BASED ON FIELD SURVEY COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEWNG. THE PROPERTY IS CURRENTLY BEING SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL S17E PLAN INFORMA77ON HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020, DATUM: NAD 8J EXIS77NG VEGETA TION. PAR77ALLY WOODED NTH (1) RESIDENCE ON THE PROPERTY AND EXIS77NG GRAVEL DRIVEWAYS. LIGHTING: NO STREET LIGH77NG IS PROPOSED W17H THE DEVELOPMENT PARKING. PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 100 SFA UNITS = 200 OFF-STREET PARKING SPACES 25 ON-STREETISURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 225 SPACES PARKING SPACES PROWDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF­S7REET PARKING SPACES- (2) SPACES PER LOT = 200 SPACES ON-STREETISURFACE PARKING SPACES PROWDED FOR GUEST PARKING = J3 SPACES + (9) ADD177ONAL SPACES FOR 77-IE FUTURE COMMERCIAL AREA. TOTAL PARKING SPACES PROVIDED: 23J TOTAL PARKING SPACES FOR RESIDEN77AL UNITS PHASING. 7741S PROPERTY SHALL BE DEVELOPED IN 2 PHASES ALL RESIDEN77AL PROPERTY SHALL BE DEVELOPED IN PHASE 1, AND 77-IE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN PHASE 2. BUILDING SITES. PARCELS 1-100 EACH CONTAIN A BUILDING S17E THAT COMPLIES NTH THE REQUIREMENTS OF SEC77ON 4.2.1 OF 774E ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES. NO KNOWN CEMETERIES EXISTS ON THE PROPERTY p j=M­ DSCAPED RUFFERAREA OPEN SPACE C (0.�4ACRES) -:::I LOT LOT T 29 LOT BLO r 33 "1.27 RK44 39 iPACE / It BL :42 ------ 0 ENSFACE 01 O.IM ACRF51 2r 6SCAPEO -KeTPAR. FER AREA 43 vw- N E ITY SP LOT I ACE 8 (0.09 ACRES) 0 01, 1, BLOCKG LOT LOT i 1 0 LOT TTI 47 1.47 ACRES 48 42 OPEN S El (0.21 ACRES) f POCKET PARK #2 4 211 Ir I rill up, I AMENITYSPACE -13L Cr% LOT E 29 JU; t OPEN 5P E H (0 8 2RCES) T LOIT -------- --- - - z -------- LOT is L ------------------------------------------------ I LOT 11 LOT LOT LOT LOT - a2 83 I LOT 0 19 t LOT HILsT Lr, M \Y'BLOCK D 4.16ACRES NITT: LOT 14 (1.00 ACRES) M, COMMUNITY PARK LOT AMENITYSPACE LOT 73 11 11H. 70 T_ LOT -OPEN SPACE E (0.02 ACRES OPEN5PACEG (0.10ACRES) I knftl T1 fIF I I I I I I I I III -------- L_J= --------------------------- ----------- -------------------- F Ella i - BLOCK A OPEN SPACE A 0.56 ACRES "_(O." 'RES) OPEN SPACE F (0.63 ACRES) ----------- ------------- POCREI PARKM1 --------- -- t numu ------------ 7: 7 ---------------------- % ---------- Ij % NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY. 121mr-Am Mirrr-K, 121mr-Am Mirrr-K, lttt:KL AKL IVO WPO 100 SWEAM BUFFERS ON 77-IIS PROPERTY ANY STREA BUFFER S TORM WA TER MA NA GEVEN T- AN UNDERGROUND DETEN770N FACILITY IS PROPOSED WITH THE SHALL BE MANAGED IN ACCORDANCE NTH THE ALBEMARLE COUNTY WATER PROTEC77ON DEVELOPMENT TO ACCOMMODATE THE WATER QUAN77TY ORDINANCE. REQUIREVENT5 FOR 774E PROJECT WATER QUALITY SHALL WER.ANDSIS7REAMS. THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY ACCOMPLISHED W77-1 774E PURCHASE OF NUTRIENT CREDITS. ADD177ONAL MEASURES MAY BE INSTALLED AT 774E OUTFALL OF THE STORMWA TER MANAGEMENT FACIL177ES TO DISSIPA TE THE FLOODPLAIN. THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD RUN-OFF FROM THE FACILITY INSURANCE RATE MAP COMMUNITY PANEL NO. 5100JC0407D, DATED FEBRUARY 4, 2005. RECREA 77ON AREA: SEE OPEN SPACE INFORMATION ABOVE, CRI77CAL SLOPES. THERE ARE NO PRESERVED SLOPES ON THE PROPERTY MANAGED SLOPES ARE SHOWN ON 77-IE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR 77-IIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN IMPETWOUS AREAS: ROADS 2. OJ ac, ACCORDANCE K177-1 THE ALBEMARLE COUNTY ZONING REQUIREMENTS. SIDEWALKS 0. 86 cc. BUILDINGS 2.66 ac. RETAINING WALLS. RETAINING WALLS ARE PROPOSED NTH THE DEVELOPMENT AS SHOWN ON THE S17E PLAN. DRIVE WA YS 0.75 ac. TOTAL 6.30 AC (50Z IMPERVIOUS AREA) LANDSCAPING. STREET 7REES ARE PROPOSED ALONG THE NEIGHBORHOOD S7REETS IN ACCORDANCE NTH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WTHIN SEC77ON J2.Z9 OF 77-IE COUNTY PROPOSED USES. L 0 TS., 5.40 ac.-41.5Y. CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. ROADS (RIW): J.95 ac.-JO.,37. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROWDED ALONG THE BOUNDARY OF THE OPEN SPA CE.- J.67 oc.-28.27. PROPERTY IN ACCORDANCE KITH THE APPROVED APPLICA77ON PLAN. SEE THIS SHEET AND OFFS( TE EA SEMEN T- OFFS17E EASEMENTS ARE REQUIRED FOR SANITARY SEWER SHEET 3 FOR ADDI 77ONAL INFORMA 77ON ON THE REQUIRED AND PROPOSED LANDSCAPING CONNEC77ON AND ROADWAY CONSTRUCT70N. SEE EXIS77NG BUFFERS. CONDITIONS SHEET FOR EXIS77NG EASEMENT INFORMARON. TRASH. EACH LOT SHALL HAVE AN INDIWDUAL TRASH CONTAINER TO BE STORED WTHIN THE GARAGE. AFFORDABLE HOUSING. AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE wl THE PROFFERS. THE SPECIFIC AFFORDABLE UNITS HAVE BEEN IDEN77FIED wl THIS FINAL SITE PLAN. AN ASTERISK (-) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT. ANY CHANGES TO THESE LOCATIONS SHALL BE ACCOMPANIED WITH A LETTER OF REVISION TO ALBEMARLE COUNTY. : � I �tvce FD 19%jiv �vkl 20) SITE VICINITY MAP SCALE: V = 2000' Sheet List Table Sheet Sheet Title Number COVER 1A PROFFERS 2 EXISTING CONDITIONS 3 OVERALL SITE PLAN LAYOUT 4 SITE PLAN 6 SITE PLAN 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 NOTES & DETAILS 1-j- NOTES & DETAILS 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 DRAINAGE CALCULATIONS 15 RECREATION AREA AMENITIES & DETAILS L5.0 SITE PLANTING KEY PLAN L5.1 SITE PLANTING PLAN: COMMUNITY PARK AND LINEAR PARK L5.2 SITE PLANTING PLAN: GREENWAY PARK & GRENWAY ENTRANCE PARK L5.3 SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK �Ll Moo I TOTAL NUMBER OF SHEETS EXIS77NG CULVERT EAR77-i DITCH CUL WER T DRI VEWA Y CULVERT DROP INLET & SMUCTURE NO. BENCH MARK CURB CURB & GU TTER - - - - - CLEARING LIM17S PROPOSED PA "ENT EC-JA DITCH EXIS77NO CONTOUR DEP7H OF EC-JA DITCH PROPOSED CONTOUR EC-2 DITCH 240.5.5 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVA7701V DEPTH OF EC-2 DITCH APPROVALS DATE DEPARTMENT OF COM ,N1U,N1TY f)EVELOPMENT PLANNER/ZONIN I /,/j 16 ENG1NEER INSPECTIONS ARB -DEPARTMENT OF RRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGIMA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. 1171 OPN Cc) SCOTT R. �Ld S U idc. No. 035791,!t�- 0 11105/20 10-NAL Ld z CD z Ld (n z _j _j 0 (n Z 0 c: (U LO 01 z z 0 z Z-P Uj LU 0 LU w x LU 0 0 0 0 U U U U z LLJ 0 0 z Z z z n Z) Z) 0 0 CL 0 0 U ce X U L) 0 2 , zZ w z z 0 _j b.-4 ;z ce z V) (n &.-4 W W 0 z C:) W W 0 0 LU IUj N & ce 0 U ED ca LU (n a _j ce Cn LU Lu 0 z z z 1!�Lw CL -y- 0 0 0 w w w w > > V) 0 z M c b-4 0 UjLLj V) V) & w LLJ Lu �Q ce LLj 0 44: 41z U4 R 0 c: V) 0 z z > w u) LLJ 0 0 LLJ z z 1­4 & 0 0 U) �_l U) U) k--t z Mu U) IU_ 0 0 0 M C:) CD C) C) LU IN N IN N N N 8� iz� Z�� 0 (714 c) C> C) C) 7-1 T-1 V-1 L9 L: Q) > cl? C, (y) VI (N 0 CL cy) CL z 0 (N (D _0 In (U CN LU 0 F- Ld L > LLJ ;7 LJJ U. -17 0 L9 _j 0� LU D -0 z (D > 0 L_ a 0 0 L 0 w 1�e 0 Ljj 0 E :D (D Ul z F_ LLI LLI LLI z 6 LU z z Ld U) z _j _j 0 4- F- 0 w v) 0 x C) C) CN V, Q) E 0 E3 LU JOB NO. 0 182157 0 -0 c: SCALE 0 80' 'r_ 0 SHEET NO. Moo I TOTAL NUMBER OF SHEETS EXIS77NG CULVERT EAR77-i DITCH CUL WER T DRI VEWA Y CULVERT DROP INLET & SMUCTURE NO. BENCH MARK CURB CURB & GU TTER - - - - - CLEARING LIM17S PROPOSED PA "ENT EC-JA DITCH EXIS77NO CONTOUR DEP7H OF EC-JA DITCH PROPOSED CONTOUR EC-2 DITCH 240.5.5 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVA7701V DEPTH OF EC-2 DITCH APPROVALS DATE DEPARTMENT OF COM ,N1U,N1TY f)EVELOPMENT PLANNER/ZONIN I /,/j 16 ENG1NEER INSPECTIONS ARB -DEPARTMENT OF RRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGIMA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. 1171 OPN Cc) SCOTT R. �Ld S U idc. No. 035791,!t�- 0 11105/20 10-NAL Ld z CD z Ld (n z _j _j 0 (n Z 0 c: (U LO 01 z z 0 z Z-P Uj LU 0 LU w x LU 0 0 0 0 U U U U z LLJ 0 0 z Z z z n Z) Z) 0 0 CL 0 0 U ce X U L) 0 2 , zZ w z z 0 _j b.-4 ;z ce z V) (n &.-4 W W 0 z C:) W W 0 0 LU IUj N & ce 0 U ED ca LU (n a _j ce Cn LU Lu 0 z z z 1!�Lw CL -y- 0 0 0 w w w w > > V) 0 z M c b-4 0 UjLLj V) V) & w LLJ Lu �Q ce LLj 0 44: 41z U4 R 0 c: V) 0 z z > w u) LLJ 0 0 LLJ z z 1­4 & 0 0 U) �_l U) U) k--t z Mu U) IU_ 0 0 0 M C:) CD C) C) LU IN N IN N N N 8� iz� Z�� 0 (714 c) C> C) C) 7-1 T-1 V-1 L9 L: Q) > cl? C, (y) VI (N 0 CL cy) CL z 0 (N (D _0 In (U CN LU 0 F- Ld L > LLJ ;7 LJJ U. -17 0 L9 _j 0� LU D -0 z (D > 0 L_ a 0 0 L 0 w 1�e 0 Ljj 0 E :D (D Ul z F_ LLI LLI LLI z 6 LU z z Ld U) z _j _j 0 4- F- 0 w v) 0 x C) C) CN V, Q) E 0 E3 LU JOB NO. 0 182157 0 -0 c: SCALE 0 80' 'r_ 0 SHEET NO. COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. 1171 OPN Cc) SCOTT R. �Ld S U idc. No. 035791,!t�- 0 11105/20 10-NAL Ld z CD z Ld (n z _j _j 0 (n Z 0 c: (U LO 01 z z 0 z Z-P Uj LU 0 LU w x LU 0 0 0 0 U U U U z LLJ 0 0 z Z z z n Z) Z) 0 0 CL 0 0 U ce X U L) 0 2 , zZ w z z 0 _j b.-4 ;z ce z V) (n &.-4 W W 0 z C:) W W 0 0 LU IUj N & ce 0 U ED ca LU (n a _j ce Cn LU Lu 0 z z z 1!�Lw CL -y- 0 0 0 w w w w > > V) 0 z M c b-4 0 UjLLj V) V) & w LLJ Lu �Q ce LLj 0 44: 41z U4 R 0 c: V) 0 z z > w u) LLJ 0 0 LLJ z z 1­4 & 0 0 U) �_l U) U) k--t z Mu U) IU_ 0 0 0 M C:) CD C) C) LU IN N IN N N N 8� iz� Z�� 0 (714 c) C> C) C) 7-1 T-1 V-1 L9 L: Q) > cl? C, (y) VI (N 0 CL cy) CL z 0 (N (D _0 In (U CN LU 0 F- Ld L > LLJ ;7 LJJ U. -17 0 L9 _j 0� LU D -0 z (D > 0 L_ a 0 0 L 0 w 1�e 0 Ljj 0 E :D (D Ul z F_ LLI LLI LLI z 6 LU z z Ld U) z _j _j 0 4- F- 0 w v) 0 x C) C) CN V, Q) E 0 E3 LU JOB NO. 0 182157 0 -0 c: SCALE 0 80' 'r_ 0 SHEET NO. 1171 OPN Cc) SCOTT R. �Ld S U idc. No. 035791,!t�- 0 11105/20 10-NAL Ld z CD z Ld (n z _j _j 0 (n Z 0 c: (U LO 01 z z 0 z Z-P Uj LU 0 LU w x LU 0 0 0 0 U U U U z LLJ 0 0 z Z z z n Z) Z) 0 0 CL 0 0 U ce X U L) 0 2 , zZ w z z 0 _j b.-4 ;z ce z V) (n &.-4 W W 0 z C:) W W 0 0 LU IUj N & ce 0 U ED ca LU (n a _j ce Cn LU Lu 0 z z z 1!�Lw CL -y- 0 0 0 w w w w > > V) 0 z M c b-4 0 UjLLj V) V) & w LLJ Lu �Q ce LLj 0 44: 41z U4 R 0 c: V) 0 z z > w u) LLJ 0 0 LLJ z z 1­4 & 0 0 U) �_l U) U) k--t z Mu U) IU_ 0 0 0 M C:) CD C) C) LU IN N IN N N N 8� iz� Z�� 0 (714 c) C> C) C) 7-1 T-1 V-1 L9 L: Q) > cl? C, (y) VI (N 0 CL cy) CL z 0 (N (D _0 In (U CN LU 0 F- Ld L > LLJ ;7 LJJ U. -17 0 L9 _j 0� LU D -0 z (D > 0 L_ a 0 0 L 0 w 1�e 0 Ljj 0 E :D (D Ul z F_ LLI LLI LLI z 6 LU z z Ld U) z _j _j 0 4- F- 0 w v) 0 x C) C) CN V, Q) E 0 E3 LU JOB NO. 0 182157 0 -0 c: SCALE 0 80' 'r_ 0 SHEET NO. TH 0 ,�WSCOTT LLINS72" (D U Lic. No. 035791.`b, 10/27/20 ��'IOINVAL t- These proffers- are,part of the. requested rezoning and the Owner may not exceed the maximum rents established in this para raph .9 current owner sball notify the County i n writing of - the conveyance and acknowledges that the conditions are reasonable. shall apply for a period of ten (10) years following the date the provide the name, address and telephone number of the potential PROFFER STATEMENT certificate of occupancy is issued by the County for each for -rent grantee, and state that the requirements of this paragraph 1 C have 1I.Affordable Housing. (The Affordable Housing Units will be provided in Affordable Housing Unit, or until the units are sold as low or moderate been satisfied. ZMA No. 2013-00017, Spring Hill Village the form of for sale or rental units). The community could have as few as 80 cost units qualifying as such under either the Virginia Housing units and as many as 100 dwelling units. The Owner shall provide 15% of Development Authority, Farmers Home Administration, or Housing 2L. Cash Proffers for Residential Units. Beginning with the thirteenth Tax Map: 7MP 09000-00-00-02800 the dwelling units constructed as "Affordable Housing Units" within the and Urban Developme nt, Section 8, whichever comes first (the residential unit for which a building permit is obtained, the Owner (A Z V1 Z LU UJ LLJ Owner Of Record: Spring Hill Village Holdings, LLC Project in the form of 2 or 3 story townhouses. "Affordable Term"). The Owner of each Affordable Housing Unit shall, at the request of the Albemarle County Off ice of Housing, shall contribute cash for each new residential unit that is not classified as an Affordable Housing Unit. This cash contribution shall be for the LU X M: 0 LU X 2: 0 65 LU Ce Z U 0 U 0 U Date Of Proffer: September 29, 2014 The Albemarle County affordable housing policy defines afforda ble housing provide written reports documenting rental rates and occupancies of purposes of addressing the fiscal impacts of development on the U U =) !�i Z Ln LOU Z Z 12.99 Acres to be rezoned from Residential R 1 to NEIGHORHOOD as the following: Affordable Housing, in general terms means safe, decent 30% the household the affordable units. County's public facilities and infrastructure, i.e. schools, public. safety, libraries, parks and transportation. The cash contribution shall be U) M 0 U 0 U Q� LU U Z =) 0 U =) 0 MODEL DISTRICT (NMD) housing where housing costs do not exceed of gross income. Housing costs for homeowners shall include principal, interest, real (13.) For Sale. All purchasers of for -sale Affordable Twenty Thousand Four Hundred Sixty and 57/100 dollars Z Z 0 _J < UJ _J 0� UJ _J ce 0 U_ Z 9 I.- Z 0 Z CA Z (A estate taxes, and homeowner's insurance (PITI). Housing costs for tenants Housing Units shall be approved by the Albemarle County Office of ($20,460.57) cash for each new single-family detached dwelling unit. 0 < < LU M LU Ce Ln LU Ce 'Project Address 1776 Scottsville Road shall be tenant -paid rent and tenant -paid utilities with maximum allowances Housing or its designee. The Owner shall provide the County or its The cash contribution shall be Thirteen Thousand Nine Hundred U U) CO — ca _J — LU 0 0 0 0 for to be those adopted by the Housing Office for the Housing designee 180 days to identify and pre -qualify an eligible purchaser for Thirteen and 18/100 dollars ($13,913.18) cash for each single family LU < < V, - < Z < Z Contact Person Vito Cetta 1730 Owensfield Drive utilities Choice Voucher Program. the Affordable Housin g Units. The 180 — day period shall commence attached or townhouse dwelling unit. The cash contribution shall be 0 < 1--f LU LU _J < Z :5 0- CL Charlottesville, VA. 22901 Affordable Housing is defined, for the pur pose of this policy, as those upon written notice from the Owner that the units will be available for paid at the time of the issuance of the certificate of occupancy for > L'I > Z 0 LU V) 0 LU V) t1! LU LU Z LU LU houses to the forty percent of the County population that have sale. This notice shall not be given more than 120 days prior to the each new unit in order to be consistent with current state law. UJ �2 all ?U �7-_ ex, W 1--i V) �_i V) 434-531-2192 affordable household incomes at or below 80% of the area median income. For 2003, anticipated receipt of the certification of occupancy. If the County or a LU LU the maximum affordable home for purchase (80% median incom e) would its designee does not provide a qualified purchaser during this period, the Owner shall have the right to sell the units without any restriction Beginning January 1, 20151 the amount of the cash contribution Z Z Z 0 > (n Ln Magisterial District: Scottsville be $172,000 and maximum housing costs (rent and utilities) for tenants on sales price or income of purchaser. If these units are sold, this required by this pro ffer shall be adjusted annually until paid, to reflect 0 �4 V) 0 �_4 En — 0 0 would be $787 (50% median income). proffer shall apply to the first sale of each unit. The maximum sales any increase or decrease for the proceeding calendar year in the 0 a;J i>u Ln �1 > U1 ." > Vito Cetta is the Manager of Spring Hill Village Holdings, LLC and will serve Each Affordable Housing Unit shall be located on a single lot. The Owner price for Affordable Housing Units (65% of VHD A's Maximum Sales Price for First-time Homebuyers). The calculation currently put the Marshall and Swift Building Cost Index ("MSI"). In no event shall any cash contribution amoun t be adjusted to a sum less than the amount LU LU as the owner's representative of Spring Hill Village Holdings, LLC which is shall have offered for rent or sale as provided herein each Affordable The Owner shall convey the responsibility maximum sale price for Affordable Housing Units at $211,250. initially established by this proffer. The annual adjustment shall be the owner of Tax Map and Parcel number TMP 09000-00-00-02800. TMP Housing Unit within the project, of constructing the Affordable Housing Units to the subsequent owners of made by multiplying the proffered cash contribution amount for the preceding year by a fraction, the numerator of which shall be * the MSI og000-00-00-02800 is the subject of rezoning application ZMA No. 2013- "Owner" lots designated affordable on the site plans or plats. (C). Conveyance f Interest. All deeds conveying any as of December I in the preceding calendar year, and the 00017, a project known as Spring Hill Village. The term as interest in the for -rent Affordable Housing Units during the Affordable denominator of which shall be the MS1 as of December 1 in the year 0) C) C) C� C) C� C) referenced herein shall include within its meaning the owner of record and (A). Rental Rates. The initial net rent for each for -rent Term sha 11 contain language reciting that such unit is subject to the preceding the calendar year most recently ended. successor s in interest. The "Application Plan", refers to Exhibit A to the Affordable Housing Unit shall not exceed the then -current and net rent rate approved by the Coun ty Housing terms of this paragraph 1. In addition, all contracts pertaining to a N (M N Code of Development last revised August 28, 2014. applicable maximum Office. In each subsequent calendar year, the monthly net rent for conveyance of any for -rent Affordable Housing Unit, or any part 3. Over Lot Grading: The owner shall submit an over -lot grading 1-4 CD C1 (D �z C1 a 1-4 a -1 Pursuant to Section 33.7 of the Albemarle County Zoning Ordinance, the each for -rent Affordable Housing Unit may be increased up to three term "net thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by paragraph plan (hereinafter the "Plan") meeting the requirements of this 3 with the application for each subdivision phase of the Owner hereby voluntarily proffers the conditions listed below which shall be percent (3%). For purpose of this proffer statement, the that the rent does not include tenant -paid utilities. The 1 A. At least thirty (30) days prior to the conveyance of any interest in paragraph Property. The plan shall show existing and proposed topographic applied to the Property if it is rezoned to the zoning district identified above. rent' means requirement that the rents for such for -rent Affordable Housing Units any for -rent affordable unit during the Affordable Term, the then- features. The Plan shall be approved by the County Engineer prior L9 Z Ci cle) co N to. approval of an. Erosion and Sediment Control plan. No building ..thatwilln be,served,�y.a storway. This area also shall extend accepted into the secondary system of,.highways or the County RESOLUTION TO APPROVE SPECIAL EXCE PTION permit shall be issued for any dwelling on a lot where the County from the entrances to the driveways or walkways connecting Engineer determines that the roadway is safe and convenient for TO VARY THE APPLICATION I"LAN AND CODE OF(DEVELOPMENT 0 Engineer has determined the lot grading in not consistent with the the dwelling to the street. travel. At its sole expense, the Owner shall make the needed APPROVED INCONJUNCTION WITH ZMA201300017 SPRING HILL VILLAGE UJ approved Plan. The plan shall satisfy the following: The Plan show all proposed streets, building sites, I) Any requirement of this proffer may be waived by submitting a request for special exception with the over-iot grading plan. if improvements, if any are required, to the portion of the lot NOW BE IT RE SOLVE' D that, upon consideration of the Memorandum prepared in a) shall setbacks, surface drainage, driveways, trails and other features such a request is made, it shall include a justification for the immediately adjacent to the site south on Route 20 that may be conjunction with the special exception request and the attachments thereto, including staff s supporting . analysis, and all of the factors relevant to the special exceptions in Albemarle County the County Engineer determines are needed to verify that the request containing a valid professional seal from a Professional needed as a result of widening Route 20. Should these improvements Code §§ 18-8.5.5.3,18-33.5,and 18-33,49, the Albemarle County Board Of Supervisors hereby Ld Z _J Plan satisfies the requirements of this proffer. Engineer, Landscape Architect or Land Surveyor. In reviewing a require a retaining wall and / or a reworking of stairs, these approves the specla I exception to vary the Application Plan and Code of Development approved in ZMA201300017 Spring Hilt Village, b) The Plan shall be drawn to a scale not smaller than (1) inch waiver request, the County Engineer shall consider whether the improvements shall be reviewed by the County Architectural Review I co-njunction with subject to the condition attached hereto. ESOMM > equals fifty (50) feet. alternative proposed by the Owner satisfies the purpose of the Board, sinc e Route 20 in an Entrance Corridor road. W C) All proposed grading shall be shown with contour intervals not requirement to be waved to at least an equivalent degree. LL. un greater than two (2) feet. All concentrated surface drainage In the event that the County adopts overlot grading regulations i This document shall supersede all other agreements, proffers or condit ons L9 F_ Q� over lots shall be clearly shown with the proposed grading, All after the date this proffer is approved, any requirement of those that may be found to be in conflict. These proffers shall be binding to the 1, Claudette K. Borgersen (to hereby certify that the foregoing writing is a true, correct copy of a 0 1 LLJ proposed grading shall be designed to assure that surface regulations that is less restrictive than any requirement of this property, which means the proffers shall be transferred to all future property Resolution duty adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held o I n I Mqy 20,2020. UJ LL drainage can provide adequ ate relief from the flooding I of proffer shall supersede the corresponding requirement of this successors of the land. dwellings in the event a storm s ewer fails. proffer, subject to the approval of the Director of Community d Graded slopes on lots proposed to be planted with turf grasses Development. WITNESS the following signature: Clerk, Board of County ervisors W (lawns) shall not exceed a gradient of three (3) feet of horizontal distance for each one (1) foot of vertical rise or fall (3:1). 4. Improvements to Scottsville Rd and Avon Extended SPR A e Nay y- W Steeper slopes shall be vegetated with low maintenance At its sole expense, the Owner shall plan, design, bond and construct Mr. Gallaway y > vegetation as determined to be appropriate by the County's the improvements shown on the County approved engineering B�r Ms, LaPisto-Kirtley y J program authority in its approval of an erosion and sediment drawings titled Development Concept Plan, sheet 4 dated 10.21.13 Vito Cetta, Manager Ms. Matlek Y Ms. MoKeet Y Ul J control plan for the land disturbing activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal and revised on 8.29.14 as prepa red by Alan Franklin PE, for both COMMONWEALTH OF VIRGINIA Ms. Palmer y Ms. Price y W 1­1 distance for each one (1) foot of vertical rise or fall, unless the Scottsville Road and Avon Extended. The improvements shall be C ITY/GeUN-W 0 Fq�2_040+1�v� I I C, to wit: W County Engineer finds that the grading recommendations for designed and constructed to the County and VDOT standards, d the impacts. steeper slopes have adequately addresse , including the design and construction of related drainage, slope and e) Surface drainage may flow across up to three (3) lots before utility easements as applicable. These improvements shall be The foregoing instrument was acknowledged before me this day of being collected in a storm sewer or directed to a drainage way completed and approved by VDOT and the County prior to the first 2014 by Vito Cetta, Manager of Barracks Heights, LLC, a J outside of the lots. drainage across a residential lot shall have more certificate of occupancy for any structure on the Property. As part of I Virginia limited liability company. W f) No surface than one-half (1/2) acre of land drainage to it. this process, the dedication to public use shall be completed at the g) All drainage from streets shall be carried across lots in a storm same time. The Owner shall obtain approval of all road plans and sewer to a point beyond the rear of the building site. bond prior to the issuance of the first building permit or first approved My Commission expire�;: I o -5 1- 15 C:) h) The plan shall demonstrate that an area at least ten (10) feet in subdivision plat, whichever comes first, to ensure that these --- 0 0 width, or to the lot line if it is less than ten (10) feet, from the improvements can be completed in a timely manner. The I 6�ok Notary Public IN portion of the structure facing the street, has grades no steeper that ten (10) percent adjacent to possible entrances to dwellings improvements shall be deemed to be complete when they are N MARGIE K. 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U) - - \ I I N I -- -1 :F . - EXISTING MANAGE - - - ,,­""-h'j,`,t.7F' .1 / ,: � Ill - I \ I 11 \T- I I , 11 7: 1 :F -1 -- :F - , "'� . I ' "I .!�� I - 11, EXISTING UTILITY POLES \ � K - I I I A- -- - I I -­?11111� .� / �.�, w - ---,-W I - (0 - w ��,� - �, 1� 11 �,, I ­11 1-\ \ I - CD 8- SLOPES (TYP.) �� / ­ 9 ., \ t I I �, �? -\; & I I & / I w I r - �jt��M � .7o6 O& �. 1, �, " 1� I 11 I 0 -N- w C71- . M -4 OD (D - - - , ,�"., "I - D.B. 5328, FIG � 4- J TO REMAIN ­- -----__, , ��,,�11,1",?k -n' �, ).Vyar - IIVIV,Vup�lul - .�:I'i -ul i ,� &-­ ,,,��\' EXISTING VAR. WIDTH PUBLIC 0 1 -, - - -- 11 . R wi"', �. - GRAPHIC SCALE I &- . I I I] -- I, ­w,.,.­- - - , (D � DRAINAGE EASEMENT >1 I \ I \ I I ---. . - - - - - - ,1/1' - I ',�,111. , 11 .11 �� \ l! 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','� -I \ I 1� / /- CL -- AS lb"I'lo" I I -111, 1- DERGROUNDAND ME TO BE REMOVED ­­ PAVEMENT OVERLAY FOR -- -- - ,- -� EX6TING DRAINAGE ': " v-, ---- - :NCH MARK IS t %�� dmm I LA- - DRIVE / �, - . -", � N 6.5824 DRIVE . / Va P ' oxima e $fll I ROADSIDE DITCH ASSOCIATED POLES WILL BE R I EMOVED - --- - - . � - �,R ;" - - �, IARLOTTIESVIL PIS � I ==i . - " . - -----4 1 . It � , - - -' STRUCTURE TO BE I 1, � -, -� Q -I ,.0.01ervl(�U �' 'IF -- _, .,L '116 - 4 . Li�r - ;T� r,66.T4---- " , - t I \ VC4 � < I IN� I / SOUTHBOUND LANE . -- - -i5F� I lto4d I t��USE-SIRINE I I I I Tv� - - - 1---r--.-- --r--T- z - - - - - - - SL 1-� REMOVED ` �:,� UA 0 FULL OF DEBRIS I - - 1�4 N I , - =-=7�--­­ ---- I - -- "" \STA:T4QN 105 % ( IN FEET ) (D Z) ­----� ".1111 ­.­, -- 11 I I EXISTINGEDGE Or-N - -- - --- - ---, ----- I ��-zz 7� - I _5 - -- ­ -21 11 . -- 50 - , -�--­­ ------, / - - - - - - - - - - - -- - aaeL - -, \-� ��-!Z-,;S 4 ­" _, - : -��t-1 Tv� -- -qL�w��, ,- le - - 3 N 3882993-349 ------ I 151CMP ,� - / :: , �-1--­\\ �` - 1 inch = f t. x - - .�, "� -- - ------- ---- \ " I I -1-1 - , E'1111 4 IE31 24 3 3 4. 65 8 3 - ) EXISTING CURBING w - - --- - - - I - � FIE QHTV ---- � --- I - � -=� � ��-- , -----------O,,-- .­��-- I—. Ebwg ____ __­"� ...... .. . --------- ---- -z: ---- -2;- - - - � -- ------ �-- - , �i- - -1 --- � ---------- — -,­ � -- Y --- - .- EVAT� -- 0 - I , -041 11 -----­--. I -..--.. 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I 11­ I ­ L �/ -.,� I � ,� -.- , - w 1�z'-�­ ----- ­- - �­­­=­ , \ ­� , - Z'� , , \-- - ­ - - --- .� � L ; - - �, 5-8 - - -- -Z�- -� --- - - -- ---z--- - -- - - - ­ - -- - ­ -- - - - ­ - ­­-, -­ - -"- -, ­ - � �- ­ =.,- ---- � - - -,�­ I % g , . o - - , -1 - , �,t,,,-� Z: 194,Rap- -,. - , ­. � pbhl ,P 1, �- ­ --- ----- �=­­­--j--­­­..' ��-, 1. , - -- g -­-�-- -�-­­- - -- -- UIT-1 E \1 -� - -- ,­ _ _ I \ - Iff ---- � ­ -.1- I ---- w u ­-1 , - -- -- �­V­­=­­­,�-­ --­­j-- � - . 011D K" t- - - <. - -- - ,-- -----.--L--------- - ­­­­-�� � ��f=-�=.-:--�L--�-=.�--*�=----,� ..... . ­ \ -­­­-- 11 ,- ­ w INV IN \ MAILB N f * / / �-­�:7 --- ��Y�--­�­­ ­­ LFUlu My . . . . . . -1 61kne , -., ZI I Fj mirpewl-T)­- ------­ - - 0 -- 65!�y \ 0 1� / / ,,,­­-­­­ ""L, ", � -, - - tt�--:� - ------I'- I u ­­ I --- - ---.--I--- -0 - air -r- - E e .. . ... r-r--= . � � e- - --- ­ -- -----------_ F,6;�w Lu F- - - . � - ­-­­ ­­­ --- ­­ ­ --- --- ­-I'L­ --- ----- ---- ---- ---- �'�"� ­ .1 -,-- ­ ­ - ­7 .­ ­­� ­­1­1 IL . ..... -�� ­­.- 411 / rim-1:5.1 PG.354 � ri iV OUT ±- I/ ----- % ­- MAILBOX )I A ,I? , M]lkIL --z- - ­Z::�,­­­ ­-z-, - - 0 _­­ L -­ -- - --_ - Lu .: . . - -- .- �` ­�� ­- _­ ---=�--=-� - ------:--- rn -0 k ----------,--, - �- - - - ­ -- ­-, ­­- - - ­ ­­ ­­____­ ---- ----*-- ------,-- --� --- 0 Lu / ---, -0 I ­ ­� � . . - `­` - - - �f�` EXISTING ' -- - - - - - , , ::jLL OF BRIS 01 I I _ �� 1-�� ,,it�'�:f` &0,1E- � ----- ---. ­?hT Q) -- /-�_OVERHEAD i_--- 4- - - --- Q� = � - -- - - -- -- ­­ - ::-: - - CL U) .2 1 / ---- > -.--- -- -MAILBOX ­ I : - --- ­�_- �:_-r=- -- ------ --- ;;::::- - ::,:_- -- '� I / ----T;W-- ---- - �? � ­w ,-----,, - - 1i ,--, 1 ,---- --­ - -1-11 --- INV OUT 5 5 ---- l - - FULL OF D RIIS ­­­­ I - - - ­2fr 0wV . 1. -- - � "I-. j - ) / /� ,V-kF,�'� f, - -- - ���, �-- -.-- ­------ VIALI L -11"i - ��� , N - --- a? w-ii - -- Q / - i ­�. ,­ , / � - -f- --- vul -­- - � --- -,-- - ­ ­­ ­ , --- - - ­ t- 0 9 ----- -- - - - -;I- I ,�,- / � I " I uld - - - i -- �� - I RELOCATED - ---�A�-- 1 f ­ � - .1 - �'J, L - .- ­ , JOB NO. '� " � ­71 --- I, - --- -- \�P------ -,-7--vF­�­ , I -­­'Z­,� !;: ;:::: -------­---­-­-- In .��=�­� - V) _ , �:, 1� � -=, -=--1.-­­­ _ _­'­��zt­­- � . �, --------__ - ­­ --- 0 rox, 10' VEPCO . VOR / �n=- -,�=�:7-- ------------- __ �, - ­1 -1 , " -,, I 'r --.Wp uxIrTluI,u-�1%-7--V­--- T;M-t �' �� ---­"------ ' \ - - ­1b)(ISTING DRAIWAG --_,_ ­-­­ ­­ . / / I V, � ,� - 11" LINES TO BE Polou Ph�n4 I / -- I lxll? '- " V'j y It �--- I/ I r- :� --� � 2 -- OUT T P 90-2 E I:) -11 >� ' ,i�,, �. \ \ / H. \ .r -- L - %/ . � -7- -- ---- I N .. .. .. LLL . ....... ', N \ I MUN. V9 Public Service t5rq1. , I .7�m­-�,7� r - ,, 182 , ;u I > " - - ­", �, �, 11,� \ \ ,,,-�6.221 R305 4" V p, N D.B.462 P.116 moy � " -:=�­::.77--, - I ­­ - - �­N� -- - ---- 157 -0 ! E DIE LEE D 11 I ;� r`� , �- / I - - �, EXISTING LANff' ./' " /' \ -/`711�' % , % . , I' -:7�7-::7 -::� , ­ ---STRUCTURETO BE ,� ­ - ---,-- ­­ ­­�� ­';��%­ - �­ - - -- I C: � I I? :���--�i' 41 ---- - ' 311,T250 LEE ST I � j ; - ) - - - �, TO REMAIN �. " \ \ \ I 0 \ \ % , IN D.B.288 P.80 / L-f�, EXISTING DRAINAGE _:.::, ,____ - - -­­­ � � � -­=`­-­L a MI - - ID ; /,' , ­1 / ( / \ \ . .... ... ­'-111­­ ..... .. . �` I I I .1 -EMP-9G-21H `-w-,-��,-,-,,I- REMOVED ­­-­ ­------,­----- - ­�Z��­ � SCALE LIFE / ,, . �5 i, - I \ �\ LIMITS OF PAVEMENT / �\ STRUCTURESAND - . ­ ----" --Z:�---­ -�, � N - - ­Z-'Z�.j�-- . ��,,, V) . - i I P 90-21 ", 11 - - -- \ , � \ - -- % i \ / _ - --- ­­ If 1 90-21 �11, - I \ TIMP 90-21H \- I �- .:! "t - ­­­­­ T E F'� �,>� I/ I , DOROTHYB.HUNT I . le ----- le�-DM44, --- I -- - ­ C I JERRY LEE AND joqj I STE HEN B. HE I ?: I \ "'L, ­­­ 1,.,.­'­',, , t I \ ---�, % ---A,\, / REPLACEMENT FOR CULVERTS TO BE __ U-- 1 =50 0 D.B. 3716 P. 243 1 ,­', � � \ DOROTHYB.HUNT I % I -­--:::� , - - -­­�- I BU R. AND EV� M k� q 1�, . D. B. 3289 P. 68, 71 PLAT r -<'::�J ­ \ 11�33 - ---.--- ------------ - D.B. 325 P. 367 PLAT 98, .2816 P. 7 '�T - ,I- ��,�, - "' il / . - -- ­520- - - - -- . Q­ ZONE:RURAL ! 19 1 3 6,3 , L , T-.T% 1, I % I 0� SHEET NO. 0) 11 DE D �,[ �>-t�,­ -,,,, ,TMP 90-19 1 , \ '�, " , I \ / NEW DRAINAGE PIPE REMOVED . :�7=�--�----- - ­­ Y I . I FLETr �', , ""\ JULI P. BATTEN, JR� ,� D.B. 1717 P. 31 1 2,�� 1 \ -- I I P�AT- D.B. 19 718,720 P I , z�f� � I --- \ ( - I 1� , - -- B. 3767 P. 332 1 11 I , "�­",��"",,` �� \ �, D.B. 3289 P. 68, 71 PLAT �", � , ml, , , I \ \---. ��- - - F4 -640M 1 D.131325 P - ) 1� D.B. 1350 P. 226,227 PLAT _: (n �, I �; 11� 11 �, (D - 0) ) " �, I % 1, / ZONE:RURAL �, 0- \,­ �--,- - 2 - \ /* - . ,:,----.-- -- - -, �- I - , 1. 1� �. I ZONE;RURAL ----- I I\ , , I I � - - : - 11 ZqNB�- U I � 226, 227 PLAT' I D.B. 3501 ,� ­----------­ -:-:::--- - F 1 367 P D.B. L . , "L, D.B. 1717 P. 33 1 1 / I 0,11, 1717 P. 31 -1 r CROSSING t lr� \ --,-- - I � , \ D.B. 1360' 1 5: 2215,227-PLAT \ I -----.- - ONE. :4 : , I - � N :RURAL � � 11 1� 1� -1 ZOX I -1 -I I � ", I . � / ­-----­ 170t - - -- Is lh� I I I 2 �, : RURAL I I / I . I'll 1� t Vt ( ([6 6( 17 6 . 0 I I I I I I I I I I . I I I I I TIVIP 90-26 STEVEN LEVINE AND SHAWNNA PLEDGER D.B. 2197 P. 388 D.B. 1658 P. 588, 590 PLAT --------------, I I _�­_­. ­.___, � __ - ) - I- " " __ r� I ­­­ ,_____---�_ 00 MAILBOX H v 'I-" _,.P.. . I", I-- �� l: " , � ": : I I "': , . "I :: "I �: ­_ ­: :.,: �� �' , " , �' .1-1 .",..� . -, '. I � '' . . . . . - . .1 :1, _ .:":��,,­ -1 NOTES: ' I , � I: : " " I I _ ., \ I I .. " ­ .":.­ � 4 l 1__� . . , ___ I � , � '11, 1_ I % " �, :: ;�: :,", ''I', i 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS INCLUDING RECENTLY CONSTRUCTED AREAS 0 / ... . ....... ..... . -,,,F . I 1, � "' � � , , I I . ,� ....... � . t,." . : ­l, I I'' ­ �1,_ ? ,'� -, 1� . ?l I ' l� . ',','- - 1. � � , ,,:,. � :::: . VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OFANY '� � � . UPEN 5PALL L., �,,--�' ' , : ' � l2 ,' " � , , ,. :- , -, , , " , , , , : , I " ': , j [I Q i " � � -..: "I ­ � 1, � I , " � ., �l. � DISCREPANCIES. ' � : ., -, .: . . . . . "I ­-.�,­(0.54ACRES)`­­ - 01�1 � : " ::"." - ­ ".."l- , � ) ::�-,_ I .. ..., - , I ­ :_1 ,_ I � 1_ , � 4 � j 4 '1' , , " ,--- F. - , F� .. 1. 11, .. '"..",­ - - - - - , 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY XX -I - I _., _'­ I- - - V .... :,:.: :.:. _ :e I - " LA DSCAPED I L FERA EA �, . !�� ,- . ��.`;e�` " " - ­,:,-­, - h'I., , , " :':-:':'.,,'­ � ' � ; � ' I , ­­r � ' �" -,, ' " � , , , , :- - - 11 :, , ', " _�, . - . - " . . , __:�� � "" 1­ , _.:� I - ,...... � , � - , " , , � , : ­��,?'.­ , �, I \ , .:": " , ': , '' __ - ":: -IN ISSUES OR DISCREPANCIES. ... ...'....' � ,. 77 . =7 ,,, ,:. .'I"" ­'l .:. 11 �. , _:, __- ��� - ­ ____ � '' : ENGINEER OF ANY TIE .... :,::,:: , , 1, � : : .� - - : ,- � , � ;-, ?,- , , - , , --. 7', . . . . - _ . ..-.,., _w� , , : - - ..,.:.,- I ., I , , ,, .r" � � . � ,, " "'; , . , , ,!��._�., _\ ,,- --T -, , , -, , , , . .777,., , . ....,.,.'.:.:.:.:,.',- - I � . , , , � f7--11 - � - I -'..% - : ' � ,-'.? - ..1- . , ­:­-_ � , ... � 1 3. (j) REPRESENTS ONE PROPOSED PARKING SPACE. - . , 1 ,4" ­:--%�:��i]��:�:: , _ ­ ­ �­ - ­ ,­,,� ­ - l, " � �, �� - 1, , T �tI: : . FF . JEANNETTE D. SMITH .�, I ­.. . , " � � , __ � :,��­,­�,f- -­ .1­ __ . . �� . 1. 11 ?� ., .. �� r : ,,, � . , - � , .� v -:.,:".. � , .W,'�P� ..:,?QR�� , . ­ - - ., OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'4'. k., . _:::0 I , '.. � � , ,.,�, � ; � , ; '._�, , ­ , ...'..... .... - . 1: -LQT:� ­_ I 4- .�; '�,,, - I ­­� � 1­��,__� " , ��.,, \ V". I'. . I ". ­­ I I " - ­�, .4 .. ....'. D.B. 4264, PG.118 ? I . _ , , LOT-'- .::l,�() 1:.�' '�'._.. .. � ­ �2q� ... . , �-­:: 1�_. I I I -__,_.. �, \% -` . _. .. � ... ..�, I .�... I ­ ,�� \ .:.:-:::-:y:-.­, ,'­_�­_�;�11�,1.11_' �,":*::"x , , , �:��.�-Y%1, . . ... . . ..�� - _.... 1 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. n �.. " , I.... N.-.1-1 - ­ � 1. ''..., '... � ... � � ... ..... � .,.., _-, I : " -' , I " _-, � , , , _;" ,e � .., .�� " * . ,.,.. - � ,%., I ,':: , � " , - . . _. . I v - - - ,.-.. .�'%' ., I ".11 . 01, -, ­ ­. � _, > -, I �' �' ", ; fP ... .11, I .". 3 ",". .1.1.1.. ... ." .... ­� '%... ,...� 1 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING �� � � 1, _. ­ '' �_.l�-, __ ". " ­1 '. I - . �� %. . , - I,-,' fl- 1 A , , ,�� , 1,":' ­­_ , ,:.:-.,.. - W �', I '' I I - " ^ ­�, -, , , -1'.,.%% . � I I,., �` , , , `��' I , " _ ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT , , .1 ­ ­ � . ��-.,_ " ". ,, ": ", ,:-:��'\ ­.,�...:.:.,..,-' . . I - , " I ­ .:.:-, I% I , , I.:.�'.... ': � I . . : . ­ �<- �" -, -, - . - - ­ � 11­" _' ;: , 1, : I CONSTRUCTIONAND UPON COMPLETION OFTHE PROJECTTO THE FULLEST EXTENT POSSIBLE. ''' ", - - " ­ �,L' '­ - 1­ �� I'. I.. . . . , � � I � . . . . . .1'r � � , " � . � � ... - - � ,.",., ,,,� "", �:.:. '' . , 1"%. " 00 QQ I-," 're , % , � 1> _ ­1 ,� '' :-,1,\ %,I­.­:.:_w- : : ... 1- I '' �_:,� . � - I I � �- - _ ­ ,,, ','.� "' , ____ ,�� \A A I ': � , _�: " -:,- * �00 ­_ _ I , �: .,.*:� I ,::z ; " '': 1. .11 - I I ­ .�­` � - � . . !��7 -_ I '" � ,< �, " --, � 1`27AQ,�:,­'\ -, �' , . ,,:, , ::1 ........... Vii ", " � , � I 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. �",­ P!_1 1. " - ­::;,��_ _�gL , ".. , '111.1"..".." : lil"11 : I'll, �� ,0(;K-E-::,,X .1 , , . op I " ��i��`,.'�i I. I : 7- SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. " 111 I "" IN'll I I , ­.. , ". �.� �.,_ A Lucatfun I\;N �� �- J. , Va.Telephcne . ­1 1�.�. '. . 1. ..:. a - :�:::.::�:: I ::,", :,� " � " �__'� " . .; t�� ­�­.:--. : 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. � Tele ("�___ ­1 "I":1 ::, ­ .... 1 29m" 1 - .., - I. - I— - _�; ph Com � any ;� , - � I � <:11 . I,;-. ;�_ , E3 re I ,- �,,, - - _ ... .; . . . I � "' 9T� , ", '.' ��i���i��, � . ::,� , l, : ,,�_,�� " \ ,-�-,,­' -.� : . .. � I I . I ... ....., , , Al I ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. I � - � ". .. I . � I �.�'.....,l� !:i:�j: . . � -,���i��� ­x'��N j0f?/1/1� .4 ,---' , _', , I i�'.�i�� �, . 1, . .� ­ , , �11 - 1':��� :.:, : � '' :,., .r- :.nl X ., r. :­­ ,�� � k ­r. ::::11,'1:-1 1M.: �::�: .:.7. �. '­_­_____..._..,_. -.1-- , ..,." I ."_% � �11; ;: . �.. ,1�1 �' D.B. 067 P. PLAT :Lo. THE ASTERISK (*) NEXT TO TH E LOT N UMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE _�� ., '.. I .. I , , I , ...... . ". ... I . , :.-.- 11 . II ", I— , V___�.�_.-.�-.. .... " ��i���-," I BUT A '. I , "" , .:-:-: I 1­1 , ]-.,f; _., ..*.:,: UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, ., '. - :::. -:.:-:...:.:.'.'� '' .,�, � I I I... _'. I 1. 1. .... � . � I �?,-- , - I—_ -, , . 1, " - , � �_�":::� -.�-: 7� -jy-.- �:::.LQT. . � �.��.�.nl"- �:.-. ; � i .. , , "e , ��, __ _, _% �:-LOT. .L( . , "' - . . . ' ' ' - %4 2, , ­ ...'' ...." I.. .:.. _%x ._.� _�: � I , I 0�1 �,:�� _ � , , _ -:,� _: �_:. �-:-: �4:: , i � ,. -, .. - I.. � . `.,-,� . , ::k�_-` I .. ._1 - I .�-,�,-!:::�.,`.'i, I _� I , � , , . . -�,.­.:, . MINIMUM OF n.5 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT. , __ , , '11__� ", I � , 1. :� , , , , - 41,,-.-. ,:.: . I __��:�:�:' �.. �-_�� ��i�":.`. . '. _.. � , , _... ­ ­ - . � , � ..�:-�, � v.:,: ::1;!-1 �, i:":�:-,."i:i,--i�: . , ii. ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (a.) CAR GARAGE. THE MINIMUM SIZE OF 0". . -]:-:%%:-:-:-�-:-<\7�.,�� �,,-,, -, �­.;"��?� '': " ., � � "'j 1'�;%% '. L ` .,,', ­ . - , .. . . . . . ., . I _ , �-., .N.I., .9'r,"o - , , - . . . . ...�. I :::.:::: . , - 5�,.� - ­ I . . , ...... � �Ix- � � ' L',, - AWN 5 ,. . ". I," , � . "_� . ­ ,�, ­,_ �' .11 � . REA#S,',,,l .:,�:.. ., .. " ��: " : : : :::�--,'� :�i�i���- I ­11 I I I ��:�:L�::�� ��:�:�:� �j .. F!��<­ - I THE GARAGE SHALL BE12'X 20'. �i�i I �� ­ , , , tmi PARK: : � I, . .., . ... " ,:..v. I -,�,�,"X­ l� ,-: , " , ": - � . - � ..... .. ..., .,.�, x �. ,I ______ 11 ........ / I I I I �' "a"', , �'.._, I ... ��` . , ,. 1. I ;_ -- I ,�..:-:-.�-:.:,��:.:,:.::.:,:,:.:.,,- � �::..W-,-,-,.:-:-:,:,, � ;� � ,.%. , I I R ;: : ... � 1". I � � � ... - /�� :-"�.,:*:,-:,.. `�:�� .: 3.2. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. ...- 1. -F �11 .�.:. . .":.:.:-. , . . . � .&.. ,-'l,­:-�, ;a I - , 1 �! . ... � � ".. � :- :1" . . .. I I I ... I . �:i� . ��] : .:11­:.:�.. . % I ­ WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS , , � . "I ..... .. . - 1___' . I :.. _.�.�. , .1. :::,:�']' i X..,. "" i;;,- �ili-',,,�I!ip , ii!;, '... �i� �--:'�i�-,:�i. , � �� �� � 1: , .* " , j :-:- 1�-1-:.%,j:,:;%'��; ; -i-y .!'!�.�:. � .... �.,... . . . I ""' '11 N__ A-_� :::\ % '.. - .- 11 , .. ,-,.,:;:, �11_ * - -11, ''. �q , I-, , - .�, ..-:'. ­ I , � , I ---� 11 . , I . . I," . a .213:" . 11 �]��]��� , : . . - .11 - .. -�: .. -':.._1 .... �-�..� � . F 1_� I -:.:.: .:.:.:.:-: ,:,l, ­� �- . . ..., - I �1_ � ..,.,. I I SYSTEM. - � .. .. ,'�_,..� �� . `��:�:.:.. 11 1.11 . . i . -:1`1 � ­­­ 1_5� -_ . " ", I .�'.:-Lt::'- . 1 13. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 3.,1-985 MUST HAVE AN ASBESTOS SURVEY ..... :-­-, I 1�--.!11 " ''' : .1 :. :��:!�;I�i - .".-.. .,. - '.. -,,.��_� : ­_z , - .., F-I - '-! :..�:: " . . 7r,:�t­ -,- , � ..'.' S11 , . � � �� 4� 1. .. - , . �1' I ,,' 11 �.� - , - i:i�iiEi�� ... � , . :. . �. - , :-.,.*.'- ::1�,:,".: , . �� , " * : �: . :[:. :,: i. ii��i,�ii .,:.::::-: ,,-��'. ., I ,e ,,--' ,:::: , , .�.,- ..'� - ...-- . -­.. � I �� � -1. I I;�#�: I I I I PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE , ,;�',`. - ,,, 1��_�__� - :...", :: -, 11.1 I ­ .--::::�:::i7:::�:�:���...,,�.:..,.-�,.�� - ­ - . :.,., I..". - AUPHIN L _- _...m... .. -�­ I ,�. I REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS Y.-I. , `.`.--:'�b " . � , (0.183 ACRES) " .. i��:��.'-' � ,-*' . I...... , 1. ­ .. .- ­ �' I ... , I ...,V ....... �....... .." . , - ,1..'.'..-6'1'."-__�. .... '", � I I . I ,.t--- ." wl_,� '. ,�o " :-::1:%1-1.'_:-:-:.:- , , * , "> 1�,--,` '... , - f.:7-...%',�., i:.... �' I I � ,�' . l::111"'1_1-1: : � � LOT:.:- [:�:,:�J:,: r... " , ,,,",r, , -1: , (jb ::, ­, , . '':I � .... � . �..:.. . .. ;;�,_. . . _,::�-1'-_,>­­/ ­% -l".-I .... �_.ipmlp :., , FOR DEMOLITION PROJECTS. I-,' " .. . , � : " , !:, I .-,,,-,,, 'y g",.­ . :;i � * , I I 1�1' ­ _61:6,CK"o � I I . :,:.:'�r.',,:.1:.,.A ��:'.',��,:, i��.`�i� -V , leg - � - . , ".. , .. ... :.:. ,:.. .. .. , '. I 1: " l :��:� .. .::: ­­ j­ ..."', -�,3, qt)t - 1:�� :.'..:,.*T],...',.��,..,.1 14. ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BY THE _:,>', ­ _ � ­ . -: - .: .: .; �_� -, ,�-­, - I ,-. ­ , .�,:-:,: I,- - ­', 11, ­1 ­­... �, %� .. ..... ��,'..,.. '.L\ , k �O-T,: ,--I .....".., ��,_,_"___ .1 -,,- I ... :��:�` ...C: ."..... .1 � . , C, :: � i T , ." -� ,0- " '. _ _', ­­ - , , - , - . , m, !; ... I HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF r " . ­1 , - � " : , '' �: , �' �1:j �-,* .! ..: �..-:, � ! .. I..... %� - .:1 r;� .... 1`7�- I , :;.,., . I �1, � , ',�f-, "'r, ":"�,::,;, . ­: -% ... - , i��i:� I , 0-11 x��i� r l � z ,� ­­ � '' . r�' %­ �.' _._'-`._` �i�::... N.;,: . ."'.. , ______ , I * ... I... .... , , , - . :::-'::05T::�:':':- !: .1� k . lll,,,:AME - I : , . . I I;- , """l , . - �, ...,..'� " ... 11 ...... , N ITY J%REA 04 , I ... ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS " .._ , , . ", , / / "" i x.-,._1.%-:' �V. :_ I--- 1, I, - N, ­,�� ? ......... z,,', , .. - - 'I'-., I . � I . �-,�,­ � . 1: .1 ;�f _..... I ­_ ,� , " * - , 7 . �,. - I—— I.., .: - " 01 - I Lluci PARK :: �', 1 .� ��::[11:1. .; :�!!: : : ".. I - A - I , ; z - . , : , " , , * , /­ , ", , , ", "' " ""', I r, 19T A . :" . I_ _., .j � , - - . :;� ;k�,:: ,�,� .:�' '100, -;I;:- ,,,, �,, _� , le ." 11 .".....'. ,,.: ._I��: . i , i ,..'.�ZNLI.-.11:-. E01�,�NDSCAPINQ Pi A � -, j�:1�� . I WITHIN THE NEIGHBORHOOD. .op ;,��;, , I �,' HT,OF R'ROL.r uI ",-, TMP 90-27B \ ­­"/1 . I I-, STEVEN W. AND BETTY C. JOHNSON I , I D.B. 1026 P. 715 � "l t' �,- 'I,--, D.B. 620 P. 616 PLAT I /,,-'­­r,­,1,,, ( , I I I I f `l1`l1'_,__'1,/ I I F'­__ ..... . ... 1111­1­1­ . . ............ . -1-11--1 ...... %", I r,""'�"""�"-'�"'�'���.""-'.' ---------- ",- - - � - - ____ �___ -F--------: --------- "Ill""'), 11 �r, I OPE14 SPACE G 27 : (0.10 ACRES) ­11� 'EDDI D I ,�""�,."�'lli�,�1-111-1,,,,,�, IMINNI L, EST , I LIFE E i .B, - 11.453 TMP 90-27 - - 2 1 LOT 1A ROGER SCHICKEDANTZ I 1-1. Z04 T 11 D.B' 1244 P. 461 1 D.B. 6 �9 P. 616 PLAT I D.B. 530 P. 164 PLAT -_ I I I�;;- I I I I " I I , / I � .. I ) ; I I I "" f I ", / / - � 11! � Y/ , TMP 90-27 LOT 1A ROGER SCHICKEDANTZ D.B. 1244 P. 461 D.B. 629 P' 616 PLAT D.B. 530 P. 164 PLAT - -I_j-,L-, _T u _____ -------- ------ -------------- ?`_�`­ fk� - - A ' -------- d_________ MAILB8X I i ---------- J -1 I I ITMP 21E 90-210 ; 11 LOT M I EDDI )LEE AND T MIN LEE BE Ll E ESTATE 1 jLE01 LEE AND I 11 6 RA" B. BE I P. T " I D* 03767 1 1 ; D.B. 2VT P. 3 D ;.B*�7 PLJA 0. . . 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DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD, PROVIDED THAT NO , �\O,, , T �w I 1 SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. I 3.9. ALL PRIVATE YARD DRAINS SHALL HAVE A io'PRIVATE DRAINAGE EASEMENT. _00�N1 � 20. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE 1 COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR i HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS I . ABOVE THE ELEVATION OF THE MANHOLE COVER OFTHE NEXT UPSTREAM MANHOLE IN THE PUBLIC I I SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. I I I : _____ - -- - -- ----_j I I I , . , , , I I : : I � � , , 0 . (0.02 ACRES) I I . � � I . . � � . - I - I I ., .1 . 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ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN PLATED WITH THE SUBDIVISION PLAT. ------------------------ ------ ---------- NOTE: THE WATER AND SANITARY SEWER DESIGN FOR THIS PROJECT IS CURRENTLY UNDER REVIEW AND vi"`�. �Y i._,_,1111'111�,F� VE'Gli fi,'CC:N� —APPROVAL BY ALBEMARLE COUNTY SERVICE AUTHORITY AS PART OF THE ROAD AND UTILITY PLANS FOR THE DEVELOPMENT - SUB 2019-oo:L58. TMP 90-35 THE INFORMATION SHOWN ON THESE (2) UTILITY E. AND ROWENA M. SNOW D.S. 702 �,792 PLANS IS CONSISTENT WITH THE ROAD AND UTILITY ).B� 657 P� 234 PLAT PLANS FORTH E PROJECT. � I lklp 0 / o',;� ,\,�, T 9 qro I'a e <16�� 0 V, /"_� BENCH MARK IS CHARLOTTESVILLE ROUSE-SIRINE STATION 105 N 388290.340 E 11482334.683 ELEVATION 527.7i TMP 90-35V RONAYNE LLC D.B. 471 i 402 DA. 4473 P. 48 PLAT D.B.440 P. I 98 PLAT 50 t; 'ISCOTT/R. CZ�LLINSZ ) 1-." �j Lie. No. 035791 �� YO t 11/05/2 `kls��_�OIVAL lrx�/O) (n L I-_ 1- z ; w U - 2: � 0 ( u � �__ ? Z . U) Z) : u L Z LLI L z E _j � _J - ae r < 4 (D " CC' " 2- m: 1. W L "u V) CO :D Co r _j - V) ED 0 Ln _j < -4 Q� C Z < W L m 0 b__4 P a- C "-, V) f-- "� 0 , UJ L > b I > )-I Lt) L LLJ > �, ,U Ly- LU L ce r Q� �II I * I 7 - ; 0 ( � � In L b-4 > Lu I 0� r I � I I I uJ I !;� 1714 In C) --- ;�r ;;� �� a 0- ,--f I . I I I - I I I __j__I I I NOTE: THE PROPOSED PUBLIC AND PRIVATE ROADS AND THE ROUTE 20 IMPROVEMENTS ARE PART OF THE SPRING HILL ROAD PLANS - SUB 2019-00158. THESE ROADS AND IMPROVEMENTS WILL BE REVIEWED AND APPROVED WITH THESE ROAD PLANS. THE INFORMATION IS SHOWN IN THIS SITE PLAN FOR REFERENCE AND IS CONSISTENT WITH THE ROAD PLANS. I s ROUTE 2o RIGHT-OF-WAY DEED OF DEDICATION - D.B. 5388, PG. 742 * DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED OF DEDICATION - D.B. 5382, PG. i38-i78 a PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT DEED OF DEDICATION - D.B. 5382, PG. 644-648 m PUBLIC STORMWATER MANAGEMENT MAINTENANCE AND ACCESS EASEMENT DEED OF DEDICATION - D.B. 5283, PG. 654-659 m PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION - D.B. 5382, PG 674-68o s FIRST TTO DECLAR PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED OF DEDICATION - D.B. 5420, PG. 56,i-564 a DECLARATION OF MAINTENANCEAND PUBLIC ACCESS - D.B.55i-56o I 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 __ " , 1. 1, � ,� .I ., 9 , - �­�c :.."..", , "'... "", _`., :., '' ­." .� �:­--- . .� VT��,�.�--'--- .�,::.-�'.._�.,i:�u_ �_ .." I—. / ..�..,.. - ... -- .. "I "", � - �.�,..,.,_�., .. - . u � ... � -------------IF � _!,�R� � � �� *-----* ----------- 4- U.S. RT 20 (80) SCOTTSVIL =_,_­­�­ :� ,: �,, � , � I I - ------------ =�___.___ , ___ ____ - - �_=_ ""..'. ___", __ - _____ --- ��_.. � � - HWP8.1 PO.354 _4� ­­_ . �­�­­­=­­___. � I 7 ;,'': .. =��=_ 6,1 --------- �Li� ���!� ���:::: ________7` _,�� �­=­­====�== - __ __­�_:m� I � � � ­ I I ��_��=_�­_ ----------------- aSIGN / \ Jl E] MAILBOX MAILBOX13 �� _� ... . - _,�� =�__ ­_===z -.:�2 � 11 .... - - -- - -- - -- ��z��_ ----------- .1­...-1..1_.,.'_. __________� ---- .. - __ / � � I ,=- - � ---- 0 _�__.­�­�=� -_ ---- , MAILBOX ,­�-­z­­��.-_:: --------- I I 0 '7--------- ? -J-------V- ,,� � 111-1:l __7___________ .. I . . - -- - -- ___�. ------- ­­­ ------- - ��,;=� - __ _____________�_ ____ �___ '-�.���-��:.-��---�=-��z,�,--���vzz,zz� - -------- - - -- - -- _- ,/ � x %k %I II _ �� ------- - -- - -- z�­,�=� � - - - z - �­ - .., " "_-._­­_111­­­`_', \% \ . . . ­%­­ ,_,_:�� , _,;�;:�t!­­__ -.-__:z - - __:� - '1� ,_ ­ �,__? __1__, � ­: TMP 90-21H % x W-Irl I _.�__,__, i DOROTHY 0. HUNT N � \ DOROTHYB.HUNT I -_ _-, -js. w I D.B. 3289 P. 68, 71 PLAT . D.B. 3269 P. 08,71 PLAT i __ __ D.B. 1717 P. 31 \ \ : D B. `1717 P, 31 __-, I / D.B_ 1360 P. 22e. 2n PLAT " , \ \ I D*B- 1350 P. 220,227 PLAT I I -----,--,---- : :_ I � \ \ .1 ii- i-_ It /6 6 / Zx) z < _j m Lu F.- Ln _j I < 0� Lu > 0 b �_ r1l Lu 0 Lu 0_1 = a- (A JOB N . 182157 SCALE 1ll = 30 1 SHEET NO. 3 9 f r Ll Li 1 5 K Li 0 f: _j _j :) -) 5 - .� v n D L) z v I I � :n :n ? a x v 0 C I �, :3 D I-- 1 3.1 0) F= x 0 �, V) = D �1_ u D 11 V) 1: 0 u L. 0 "I Q Iz: 0 6 s 0 0 a C7 2 � u R w W C 0 u 0 w 0 Q) E il 0 w D .0 a � W z) 0 9 L� (I) > (I) 0 0 �, 0 -r- 3. (I) (f) 0 CL � :3 0- >1 C: 0 L_ 0 4- _0 a) U) :3 Q) -0 41 0 C = 0 = (1) -0 C: 0 � L_ � .F= � 0 - 0 = 3: .9 -0 (1) 0 D -0 0 � CL q) " Q) -0 41 0 C: >1 a E -0 1z O 0 T= 0!� uJ uJ 0 z: Ld V) �� _j _j 0 0 � 0 >1 � L_ Q) � 0- 0 > . 0 Z) 6 x (D w I = �, (D � 0 w 41 r- Q) E D 0 0 -0 _v Q) _�, 0 16 0 w V) a -0 rz 0 to rz 0 0� Q> ca w -C I-_ LOT NUMBER LOTAREA(SF) BUILDABLEAREA (sp) LOT NUMBER LOT AREA (SF) BUIDABLEAREA (SF) 1 2,296 1,525 51 1,858 1,528 2 1,552 1,251 52 1,848 1,518 3 1,209 968 53 1,859 1,529 4 1,191 951 54 1,888 1,558 5 1 2,064 1,353 55 2,510 1,703 6 :1 2,017 1,308 56 2,683 1,835 7 1 1,402 1,101 S7 1,935 1,604 8 1 1,104 864 n6 1 1,920 1,590 9 1,089 849 59 1,934 10 1,838 1,169 60 2,775 1,891 11 1,815 1,146 61 4,620 3,456 12 1,321 1,014 62 3,441 2,960 13 1,060 827 63 4,406 3,327 14 1,061 821 64 4,483 3,191 15 2,024 1,186 65 3,501 2,825 16 2,075 1,249 66 3,230 2,545 17 1,319 1,040 67 3,681 2,491 18 1,055 832 68 3,673 2,478 19 1 1,319 1,040 69 3,102 2,408 20 1 1,055 832 3,110 2,412 21 1 1,445 1,040 71 4,124 22 1 1,878 1,092 72 4,338 3, '84 23 1,878 1,092 73 3,127 2, 24 1,445 1,040 74 3,112 11 4,997 3,837 2b 1,156 832 76 1 4,994 3,898 27 1,445 1,040 77 3,296 2,815 28 1,987 1,170 78 3,319 2,837 29 2,107 1,371 79 4,484 3,493 30 1,700 1,356 80 4,489 3,426 31 1,739 1,408 81 3,187 32 1,794 1,462 82 3,197 2,725 33 2,663 1,799 83 4,445 2,993 34 2,793 1,882 94 2,007 1,300 35 1,707 1,376 85 1,193 953 36 1,671 1,341 86 1,194 954 37 1,682 1,352 87 1,494 38 2,844 1,979 88 1,496 1,196 39 2,947 2,081 89 1,979 1,283 40 1,743 1,412 90 1,969 1,z/�) 41 1,709 1,379 91 1,201 967 42 1 2,190 1,498 92 1,202 43 4,726 3,606 93 1 1,504 1,204 44 3,259 2,781 94 1 1,976 1,281 45 4,649 3,538 95 1,980 1,278 46 3,744 2,755 96 1,510 1,210 47 3,093 2,613 97 1,209 969 48 3,117 2,636 98 1,210 970 49 3,656 2,694 99 1,514 1,214 50 2,523 1,717 100 1,954 1,282 16 PROPOSE 6' OR ph ...... . . . . HVAC UNIT (TYP. 5! NT' 6 0 0 15 30 60 1 1po 120 PROPOSED SEGMENTED RETAINING WALL IR POSED 6' LOT NTNG STRIP w/ HANDRAILS - SEE GRADING SHEETS FOR' Ln + FINAL WALL HEIGHTS AND DIMENSIONS (TYP.),, .5. �TC LIN k, S11 IN FEET L ot 1 inch 30 PEED LIMI NO PARKING f t. 'NO SIG Y, 001-' LOT ROPOSED GUARDRAIL (0.83 ACRE.Sj T . SIGN CFYP) OPEN SPACE H L Ljj� Z I T -SIGN .. .. ..... TOP SIGN (TYP.),, S OF PUBLIC VAR. WIDTH 14, .... ... . ANDSCAPINGAND 3' 1 ..101 41 ... MAINTENANCE EASEMENT 0 DB-5420, PG -56o :+ .551 ch, :i6+oo:�::,:-PC: 7+ TRANSITION FROM CG-6 CURB + .1 M. -6 TYP _LA 5+50 00 C G TO ROLL -FACE CURBING -,-:-:-:-.'.PRO !IV R .... < �y LOT'' 77": CG-2 (TY '6 PROPOSED P) 0 ..... ... 4- 42' STREE PROPOSED WALL MAINTENANCE EASEMENT CG-12 Cryp.) DB-5382, PG-138-192 iPROPOSED YDECORATIVE WALL ­ST PSIGN(TYP. J ......... �NOTE: WALLS 3'IN HEIGHT OR LESS C OPOSED 8'WIDTH ;'NOT REQUIRE RETAINING WALL PLANS) 0 -03 MAINTENANCE EASEMENT 44 -70 PROPOSED 6 . LANDSCAPEAND :��NDSCAPINGAND U) LPROPOSED I _HVAC UNIT (TYP PROPOSED 6".-N z T �A P 90-35 j f PLANTINGS MAI 30'PRIVATE DUANE E. AND ROWENA M. SNOV PLANTING STRI LOT" z I53 D.B. 702 P. 792 DB-5382, PG 192 .... .. 70 -138 0 6'LANDSCAPEAND',, PROPOSED5' D.B. 657 P. 234 PLAT ONCRETE SIDEWALK RETAINING WALL! MAINTENANCE EAS C 0 E . 5SHALL - - - - - - -cn �LU QUIRE BUILDING PE !MITS rn D FRTE In, 10 PARKING, PROPOSED PROPOSED SEGMENTED RETAINING WALLS ...... MAINTENANCE EASEMENT J -.LOT.- ;IG .4, . I , [*.'�!.,.:.�...,:�.:""�',.".""I 60­1 HVAC UNIT (TYP.) . . . . ........ SEE GRADING SHEETS FOR I........ Id ____--w/HANDRAILS Lu FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) ......... . . ........ . PT: 14+6-i-3 0 ......... SIGN (TYP): .... I OT , 1, .. . . . � \ . I ­ I I r�l- -LU'-I- f:: Ce AND5CAPING AND PARKING-:-' L _j 421 �u .6' 32 32' 66' TRANSITION FROM ROLL -FACE 361 ­77 -6CURBAT SSIDE SETBACK CURBING TO CG L OT DRAINAGE INLET IN THIS LOCATION 0 N6T 18 -O! cry 12.x� v vvr%LL MAINTE PROPOSED .... .. WMIN. TRANSITION LENGTH) HVAC UNIT (TYP), LOT GA,R4 20 77 1_�T DISTANCE=1701 `7PLANTING 5TRIP- Z; 'OSED 6' NOTE: RETAINING WALLS SHALL REQUIRE NO PARKING SIGN (TYP) BUILDING PERMITS. ALL PROPOSED mt I- F .y.1 Mr- 1 t1kININU VVMLLZ� Z)MALL t5t: in VAR. WIDTH LANDSCAPE DIAMOND PRO, COLOR "JAMES RIVER" MAINTENANCE EASEM 0111, '-PROPOSED ROPOSED GUARDRAIL ...... 5 NU I E.- RETAINING WALLS SHALL ri PROPOSED5' H s LK��: CONCRETE SIDEWALK CO NCRETE SID , A 44444 zd REQUIRE BUILDING PERMITS NOTE: PROPOSED HVAC UNITS SHALL BE PROPOSED SEGMENTED RETAINING WALL-�,' URBING .--.TOT LO ROLL -FACE C ENCLOSED WITH A 4'WOODEN FENCE + 0 IOT�� ITAREA In, SIMILAR TO THE &FENCE ALONG THE w/ HANDRAILS - SEE GRADING SHEETS FOR' VAR. WIDTH LANDSCAPE 'NNAL WALL HEIGHTS AND DIMENSIONS (TYP) EE SHEET i5 SOUTHERN PROPERTY LINE. FOR DRIVEWAY ACCESS W �AND MAINTENANCE EASEMENT PROPOSED fn t L . 01 '''B OCKV OT CG-2 (TYP) PG.551;'560'.-. L T 7 FOSED 'TOT LOT Al '6� sP6' -X3 DIS I ANCE EA AGE 'S URT -27B EESHEET:L5 in 6, CK)j TMP 90 LOT� D.B, 1026 P. 715 '.JXx o'MIN, AM NS R'O'POSF,6,' �ul p 'D . ..... f �'PARK zi .... . . 'GAZEBO D.B. 629 P. 616 PLAT 10 COMMO (1.00 ACR ACEJ STEVEN W. AND BETTY C. JOHNSON ENI-r*-'ARE E _f4 ES) IEE. iIhAi ...... -FACE CURBING TO CG-6 CURB AT 6 '97' OF' bMPkNITY'0ARK TRANSITION FROM ROLL THE,'C +UKE)ESION OF,' bRAINAGE INLET IN THIS LOCATIO PROPOSED 6'WOODEN PRIVACY FENC P 1t$+33-45` 'ACTIVE RE REATI NAL REAT ONAL AM b REA R C WTI'E'�' �ANQ ' SHEET, 'FIRE I ETOBE 15 CONSTRUCTED ALONG THE PROPER C WMIN. TRANSITION LENGTH) VKUVU�)tU ROUTE 2o RIGHT-OF-WAY DEED OF DEDICATION - r, * - I , , , -, : GRASS ATHLETE FIELD PROPOSED: SEE DETAIL ON SHEET io .. . ... Ln -9 .:. + Co ..... CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED F_ NOPARKING' tD '70 :,PROPOSED LOCATION OF MAILB IDECLARATION OF PROTECTIVE COVENANTS, CG-6 (Typy HVAC U NIT (TYP.) D.B- 5388, PG. 742 f,4 IFOR CENTRAL MAILBOX L 'AIIO OF DEDICATION - D.B. 5382, PG. 238-i7B 'STR PROPOSED 'PROPOSED'" SIGN (TYF 6 1k3N I YI-) 2o'LANDSCAPING AND LOT' S PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT - - __ - ­4 - - -?R REET NO PARKIN _HVAC UNIT (TYP.) ONCRETE SIDEWALK' MAINTENANCE EASEMENTTO BE G I I . I �, 11 , I- .1 1.1� DEED OF DEDICATION - D.B. 5382, PG. 644-648 I "I' I I i, . � PRO 4LEY SIGN (TYP):1 b POSED -Al 11 PROVIDED FOR PERIMETER iN P PRO 7T 'F.'.7 IrAS PUBLIC STORMWATER MANAGEMENT MAINTENANCE T POSE CG-�� �TYP.� , . j . � - I . � I ... ANDACCESS EASEMENTDEED OF DEDICATION D.B. .LOT� 5283, PG. 654 LANDSCAPING BUFFER 1� CG-6 (TYPY PROPOSED DB-5382,,.PG'138-192 rnK]CPPTP c;1r)FWA1 k TRANSITION FROM CG-6 CURB -6sq SPEED LIMIT SIG I , IL , ... .. ... - PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION 5'LANDSCAPING Ln -FA I2.87,-. FIRST AMENDMENT TO DECLARATION OF N TOROLL CECURBING 0 t I 1'. , , I a %J1 V LiLiL.M. FN%jr%L,4 D.B- 5382, PG 674-68o AND MAINTENANCE EASEMENT DB -5382, PG-138-192 CG-12 (I YKJ.'. bb' .... .. r 0 Or ')FALt k3 4 PROTECTIVE COVENANTS, CONDITIONS, U6 H -STOP OPEN SPACE E 1. a@ oily III iN Im ampow &LANDSCAPE AND RESTRICTIONS, AND EASEMENTS DEED OF S) DEDICATION - D.B. 5420, PG. 56i-564 (0.10 ACRES) (TYP..) > IGN (T IINTENANCEEASEMENT Ty YP,),: (0.02 ACRE DECLARATION OF MAINTENANCE AND PUBLIC '8:i DIB' �82 -Pis a � 92 .. .... .... G .. . ... 2+ ... .... PROPOSEDVDOTSTD BARRIrAD I in+nn- .22 ... ... ...... V . .......... . ... ... ... 4+50 :.*" I I ..... I2:15+00 ... ...... .','HVAC UNIT (TYP iz 7 ROPOSED ROPOSED GUARDRAIL -�-SIGN TY ...... ..... ... ::::::::'1E'HVAC UNIT( P.). .. .. ... 4- .. .. . ...... -6k BER,,WYN LME 6'LANI PROP SED; -T. 6 zb s- NO P� VAR.#,IDTH PRIVATE (TYP.)' CONCRETE SIDEWALK 7rf SIGN (TYP) MAINTENANCE EASEMtN I I Tr.) "82 PG 1 STREET EASEME 4T DB-5382, PG-138-1 -1 DB.�,3 -138-i92 PRO Lu J, -.PROPOSED PROPOSED \-LIMITS OF PUBLIC ROAD R/W I - I �' 2o'LANDSCAPING LK7.':;'� CG-6 (TYP) ROPOSED 6' TE SIDE In VA P PO SEDS EED LIMIT SI ICO RE UNIT(TYP.) IR En N AND MAINTENANCE EASEMENT In 1.0 STREET CONCRETE SIDEWALK Ln ko LANDSCAPING BUFFER in :.::.SIGN (TYP TO BE PROVIDED FOR PERIMETER 'Ln: -LOT' I.0 ROPOSED_,.','.'., DB-5382, PG.138-192 9T L( ..LOT (TYP.),.. .,LOT !7y,l , UJI .LOT, T b. 0� CG-12 96 9l '9�_. 94 I 6� EXTEND CG -27 I- NOTE: SPRINGHILL HOA SHALL MAIN I -7 CURB THROUGH TMP 90 .... .. 6'LANDSCAPEAND 'IGHT ...... OCKA -THE 8'ASPHALT SHARED USE PATH AS NTERSECTIONANDTIE-IN A N 6E E �AS E M� EN LOT1A MAINTENANCE EASEMENT (TYP. FALL MAINTEN ISTANCE EASEMENT -13 L-n- .. ....... ....... 'WITH EXISTING PAVEMENT R IJAK I OF THE LANDSCAPING PERMIT -5 E D.B. 1244 P. 461 -D!) 26 6 PROPOSE AND MAINTENANCE EASEMENT.- ....... Ll 54 ....... 6'L NDJ -5 0 -1o'LANDSCAPING ROGER SCHICKEDANTZ D 2 0 �6 ID.B. 629 P. 616 PLAT 3 &LANDSCAPE AND- D.B. 530 P. 164 PLAT ANDs(APEA 6' SPEED LIMIT SIGN ... ...... . : , TIE-IN CG-7 CURB TO EXISTING 4 OPOSED 6' 'DB 5 p; PG.851-566' DB '�82i PQ-138-1§� Vp ...... ..... MAI NTENAN CE EASEMENT (TYP "MAINTENANCE EASEMENT (TYP) &LAN jSCAP PR 70POSED PUBLIC ROAD R/Wr. -5PLANTING STRIP II.-.,.:Lo'PUBLIC :URB - MATCH EXISTING GRADE Ln PROPOSED 8'ASPHALT' � I I ' ' � I 0 &LANDSCAPE AND , I OPEN SPACE F " � 1,' - IL I I . I I � SHARED USE PATH, CG-7 CURB TO CG-6 CURB, OPEN SPACE A . ...... _-E55EASEMENT','-':' MAINTENANCE EASEMENT (TYP.) PH P ED, - + YS�REET SIGN (TYP) - ......... o b '420;IP 9-5 O ACRES) O R 0 P',(? (0.63 CG-6 (TYP .. ..... DB.5420, PG-551 (0.06 ACRES 13ENCH MARK IS TY` PROPOSED 'T CHARLOTTESVILLE GIS PROPOSED 8'ASPHAL -7- ......... CG-i.2 ROUSE-SIRINE SHARED USE PATH NOTE: SPRING HILL HOA SHALL MAINTAIN t A T STATION 105 /�,PLAN ING STRIP,, THE 8'ASPHALT SHARED USE PATH AS "STOP SIGN (TYP., N 3882993.340 E 11482334.683 PART OF THE LANDSCAPING PERMIT IF ELEVATION 527.7± -0 _CG-7 (TYP) __?�O --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROP SED io'PUBLIC (TYP.) 20 CG-:L PROPOSED ....... ACCESS EASEMENT ........... CLEARZONE ..... .. .. -12 (TYP.) . ... ....... DB.5420, PG-553­56o CG .... .. P. .... .. RROPOSED STOP B R Rop . ...... .. .... SE :koP6 CG ... ...... ... -3( P.) .... ..... ...... --CG12(TYP)'' ......... U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) 4`4 st XISTING PROPERTY BOUNDARY *m st ....... ICE= ............ 0 NOTE: SPEED LIMIT SIGNS WILL BE HWPI3.1 PG.354 -­���`REQUIRED TO BE INSTALLED UPON MAILB VARIABLE WIDTH RIGHT OF WAY NOTE: SEE ROAD PLANS Alw> NOTE: AREA DEDICATED TO VbO REVIEW DURING CONSTRUCTION ()SIGN DEDICATED FOR THE PROPOSED- .... .... OUTE 20 IMPROVEMENTS > BY VDOT TRAFFIC ENGINEERING FOR DESIGN OF ROUTE 2o WITH A FINAL SUBDIVISION PLAT MAILBOX IMPROVEMENTSAND D.B ENTRANCE DESIGN D PG. 138-192 .5382, PG. 238-1.92 .B. 5382, INV TOTAL AREA = 0.07 ACRES. r)J IT MAILBOX SCOTT R. LINS Lie. N . 035791 11/05/20 %QLIOINVAL Lu z vi V) Z 0 En U 4- a. U) Ln M 0 uj uj 0 o ooQjuu<-E LOU z z 0 U 0 0 2: 0 u 0 u Z 2� U u z U u Ce 2 x u Lu V) > Ce U) z < Co _j > Lu C2 Ca < cl� Luozzo.F CL o > Lu uj =) Lu 0 LU ­4 n- uj F- -4. CL u w Ce u z 0 " LLJ z 0 . Lu Lu ce U) z 0 V) P-4 > Lu U) z V) LLJ Lu, z z ti� .2 41 (n C: 0 0 0 m C) C) C) C) C) CD Lu " 114 r4 r4 rN r14 ;67 1714 'a� i:z� E ­i CD CD CD -i -A -4 0 C: :3 0 C 0) 1- (D > w 0 Ci U CY) 0) 0 CL CL 0 _0 CL uj 0 § U) ui CL C/) z Lu I0 LLJ E _0 Co z Lu Lu Ljj z Ld V) z 4-- 0 w CL ry 0 L_ CL x CD Q) 4� E t5 0 Lu r_j uj 0 w CL JOB NO. 0 182157 SCALE 2 =30 SHEET NO. 4 vr_ 11(f6cre . I I I I I I I I I I I—, \ / I � T- �, �l ___ I I I I I I I I I \ k / . I I .� 11 �� \ � .11 I I \ . � I I ,l Ile, I _;;;;,�� ,�_ \ I "__­��'.� .� ___:�� I I \ \ �, �, .� I-,--- — � 1.� �, .- , � __:;� I x .� 1- �:�� - 1;1 .e-- ...... � \ � �f .11 � -11 �'- I%, , . - I \ I 11 .1 �_- "I- � I , �l I _ ��-' . I NOTE: PROPOSED HVAC UNITS SHALL BE \ � -,;,., - .. I I I I I \ .� ,-:;; -­_- ...,...._ I I ENCLOSED WITH A 4'WOODEN FENCE, "01� 11 11_1�� .'........ ....". ... I I I I \ .� , , ... 11 %..,._,�, I I I - .;�;ll ... ,........ , .. - - - - - I I \ SIMILAR TO THE &FENCE ALONG THE 11 ,;;;,�" _��_­._. 0 , ....'... .. I ... * , .� '...... ­­.'.%,.,..'. .... . . .. - - k SOUTHERN PROPERTY LINE. 11 "I"-- ___l<_. I."...... - . I - ... I ...... ..... �. , , - I I 0? _"_�_, ...... I � ... �,... ­ - - " __,­,:`� ... I....... �, ­ .. .... . ''I ­... . .... ,. . I , , , - _,�:.�. - ­ � ..... � � , - - �,,� :��:�� . .. ........., . -.1 . " � 010 11 _� ..... .,.,. .'.. , I,, I I - . I ... . ;.......... � , , . I 11 .. .�.'.. .... .. .. I .., , - . I I , i ..."'., ...... . , - * , � - - ____ ,- .. .,:.:,�.l,'_ .,.. ....... .. I . . . � " ,.,:�� r 11 I I I - - \ �, ,,��;�-t,:.:� I I........%-. .. , ll�.,-'­", , I f �, � _"��_ ,_� ____l_�'.'_'-'l-l-­' _'..%..... .. � I I , 'I 41", 1'� , ,<,.,,�- -:.:%%'-'-' '' "... I .. ..... I 11, " \ PROPOSED:Lo'ASPHALT �.._;_. . I � . 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DB-5382, PG,138-i92 2o'LANDSCAPING AND MAINTENANCE EASEMENT r-TO BE PROVIDED FOR PERIMETER LANDSCAPING BUFFER --Da,5382, PGA-38-192 r OTE:,RETAINING WALLS SHALL REQUIRE BUILDING PERMITS. ALL PROPOSED RETAINING WALLS SHALL BE ANCHOR DIAMOND PRO, COLOR "JAMES RIVER" I I \ � PROPOSED SEGMENTED RETAINING WALLS --+-w/ HANDRAILS - SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) � _� I WALL MAINTENANCE EASEMENT �__ 11 II DB.5382, PG.13 3-3-92 . - j � LIMITS OF 30'PRIVATE /ACCESS EASEMENT FOR ALLEY __ B-5382, PG. \ k-192 TMP 9 35Al ANG HOLDI GS, LLC D.B. 1026 .715 D.B. 657 P. 2 4 PLAT -PROPOSED GUARDRAIL TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING 10 PARKING SIGN (TYP.) SPEED LIMIT SIGN 6.26'PRIVATE SIDEWALK, I ACCESS, & MAINTENANCE EASEMENT DB.5382, PG-138-1.92 I I I OPEN SPACE Es , (0.09 ACRES) ROLL -FACE CURBING I --FOR DRIVEWAY ACCESS I PROPOSED I HVAC U NIT (TYP.) TRANSITION FROM ROLL -FACE I CURBING TO CG-6 CURB AT -�DRAINAGE INLET IN THIS LOCATION (6'MIN. TRANSITION LENGTH) I -WALL MAINTENANCE EASEMENT DB-5382, PG.138-3.92 I -SIGHT DISTANCE=ip� I 130'PRIVATE ISTREET EASEMENT I I DB-5382, PG-138-192 I ---�HVAC U NIT (TYP.) PROPOSED SEGMENTED RETAINING WALLS I w/ HANDRAILS - SEE GRADING SHEETS FOR I "� FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I GRAPHIC SC �LE 30 0 15 30 60 1 . . . . . . ��_NO PARKING i incn = ju rt. I � .. SIGN (TYP) �, I I ROPOSED GUARDRAIL I � VAR. WIDTH ANDSCAPING AND I MAINTENANCE EASEMENT I � DB-5420, PG.55i-56o I TRANSITION FROM CG-6 CURB " ,, I OIMLL-FACE CURBING I I I � CG-2 (TYP) I - - — - - — - - — - ! ---WALL MAINTENANCE EASEMENT - � DB-5382, PG-138-192 PROPOSED 8'WIDTH I- — ANDSCAPING AND : 24+03-70 MAINTENANCE EASEMENT 'Ir I JALLEY EASEMENT . DB.5382, PG.3-38-3-92 NOTE: RETAINING WALL :S:HALL —__ O_' — PRE MI: , TS � � EQUIRE BUILDING PERMITS I E)Df"%Dr%ccr% 120 TMP 90-35 DUANE E. AND ROWENA M. 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I / "� � ", '_1111" / I io'PRIVATE DRAINAGE-EASEM , ENT , ,��,, DB.5382, PG.138-192 I i ) �, GRAPHIC SCALE " ", 1 3 , 0 �� ........ ­­­­,­­­­­1 0 -1,"'.", 15 130 60 ( IN FEET ) 111C = - PROPOSED SANITARY SEWER LATERAL (TYP.) _"' '�:k � . pb,�_ , � P. i-01-A SCOTT R. LINS�4 �-" Lie. No. 035791 �� �, 11/05/20 / 01\ N;�ky? mk . 01VAL V��ww) U) �__ ul �_ ul �- z V) � F- z z uj z uj U.1 2: Lu I x I m 0 m 0 (D " x u x � u , U �: U ?� CA uj 0 - r z r : - I z I U) z Z) 0 z =) 0 UJ U a m 0 U =) , 0 . U , z 2 < u i 0� u _j g �- (D �t; 5, (D , ;t; . 5, 0 < < ULJ in LU (n : Lu - I Imi co M LU m LU N a Ll ;� I L3 I __ U) V) -1 < Q� < Fu � < z < I z � m F� Q 0 3: n- -5 n- I > ui �_l �_q Eu fn� Lu � __ � Vj ce 13� I 0- 0 - m I LU = I ,� * 4� z z > V) V) - " " > wj �1 > 0 [--I (n b-4 0 �_i _. b--4 I Lu ce Lu Q� > �� > Lu - A 6 t T in ! E II z 11 u :� - - C C � ( I C I I ( ( I � - .t � I I I I I I I � q ( -C . t i ! -1 + .z I � i i " I .; i 4 . ( : , . C ! 4 . C : .1 i i � ( � . . 120 w Ln N Ln m m I -i -i -i 0 r-4 0 - �ir 'a� -_ : �� 8r �r ­1 I 11 C) C3 C) r-I 1-i 1-i - I I -1 - "RECORDAVON INFORMATION: THE SUBDfVISION PLAT FOR THEPPRO) TIS RECORDW IN DEED BOOK 5382 ( 38- 92. ALL ACS� UTILITY EASEMENTS SHOWN HAVE BEEN PLATEDAIVITH THE SUBDIVISIO PLAT. - PROPOSED 8" DIP SANITARY SEWER (TYP.) I J I I , ,� : I I PIR POSEDTYPEA BLOW -OFF ASSEMBLY k, : 1�1I \1 I I I I RUU I h 20 R1(3H I -Ul--WAY OtU) Ut- UtUlk_A I 1UN - D.B. 5388, PG. 742 DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED OF DEDICATION - D.B. S382, PG. '138-178 T MAINTENANCE AGREEMENT DEED OF DEDICATION - D-B, 5382, PG. 644-648 PUBLIC STORMWATER MANAGEMENT MAINTENANCE AND ACCESS EASEMENT DEED OF DEDICATION - D.B. 5283, PG. 654-659 PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION - D.B. 5382, PG 674-68o FIRST AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED OF DEDICATION - D.B. 5420, PG. 56i.-564 DECLARATION OF MAINTENANCE AND PUBLIC ACCESS - D,B-552-56o 2o'LANDSCAPEAND MAINIENANCE EASEMENT 1313.502, PG.138-192 . � I . I . , I . . , . . - . - I __ _. . - . I ­ - . . . - . __ . . ­ � . . .. .. . . . .- . . I . . � . , r __� . . . . . , - . , - �� �� I I , ID 14 - 1. . �..... .. - f/ - , . ;/_ - . � - - . .- ,. ' " - . ----".-.,- ' ' � , - , - . - , . . ' . � , - - . - . . L . . I - . . � I I I � , " __� . . . . I I - - I . . � I ''' � . I . . - . , , , _. , ' ' .. ' L� ly? . !. . . I . . � . � I , . %L!j ­ . . , , �, " I � . I ,9 , , , . . 11 . . � � I - . � . I , . L . . I .. . 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NOTE: EXISTING OVERHEAD UTILITY LINES ALO STATION 105 l Esmt. : , ... , I . � .,�76 i:., . � po ::: .:.:.: - - - 11 a 11�!1­1­ :� I ...... -7-.. -: .': ;: .':: - j,:,:.x.:.% " .1.,. ...�,:.:,�...: _�_ - ­- k,omm ... :,�... ". _:. � .V __J.. ..:. - � _: __ _�, ... - :�� -*-,.; "... 4. ­ � :I,-:- �_ �-7-- - :�;�.�. '. . , . . . , i I � .77 . � I I . - - - THE FRONTAGE OF THIS PROPERTY SHALL BE -I- - .. _:: , N 3882993.340 / D.B.221 R305 L_ IL:. " -,:-:, * � � .�, t � . FACILITY EASEMENT r-ec, I.- .. '-'� :.:.:.: �-t �,.:% r - -, 1. .1 , , ''. . ... ... - - . ­ , � .. ..... - * .!'! - - - E-1-4A82334.683 - �_ - . ': - 'I r qaaw I - - . 1. I ... Tv. r - � 4 -L -_ --- - a- ­ : -1 _` � . / \ REMOVED AND INSTALLED UNDERGROUND. ALL I 1� -V-GU I I- �: :..:__.��:_%:L:'.%:, ...%.... � ..... S 7 �,.-.. �_: , - ­: " - �': . ,_, =�Ntt* .�� wetT - - - " , . � ! � lib "­�, ELEVATt0N_527.7± , - �: .. ": .. :.�/ ,-.1.­-�m";.:.� - - - -_ -_ - - - ...:.a. 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I,:' .- ...�'....�....".,.":.:",:,:.".:.,.::", ��`%X�..: ..%.­ _�_=�_�_==_ - , - - _ ___ - - __ 4"" U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH bL'­'%"­'­'%'­%* ­ '. '''. `��- ­ ' ,::-:-:.­ ."...... ::�z-=��--,==-Z�-:,Z-,.:--,-�:=-::�7:�---:-�--�,---�=�-.�:�,::�-'=:!:,-==z�--:::� .- - _­_­­-­-__ ___________ --"--�-------------.-,-----�"---,=----�_-._,,, - _'-_­­­­L . . ..... L�:7�=Z �. ­- == .4m '' ��. I ..... ------�---,----------.--�-.-----,- ___, _� �=='�==­�==-=__��­_=_­__ -.---- ____ - _- ______ __ ­­­ -'--,- __­ �--- - L =-=��===-z=-_ � r EXISTING UTILITY P r I ._'.' %. .:.%�-m..-, ­*�' , _.�-��=:---L-'--�--�L-------'--L----,-----------.---�-�------- ­-_­­­--__'_­ - L - - ----- ­ _ , . � -:-'-�-.:---�.:- .1 . *''' , :154:-----------L-,----,-'--"'---L----,___,_______, ____ .. . I ­�x%- .- ______ ___ __ : --- 1== ­� ....... � . _­'. ­: :.:.,:.� ..�-­.' %'�' � , . ... . . L . . ­`­'_� . .... .. ­'­­­_',. ' L __ .- - ,----. �. , - El - -HWPB-.- -"-PG'-. ACCESS EASEMENT - �Z_Z�==.=__,_ - -_ � - � _ __14ww_________ . -- , - :. . , %"%:"",,. 13 .,--, - ----- __!�_________ r;" I io'PUBLIC - ____ -.--. �__=_�_, TO REMAIN . - -�-: : 0,r� �,,�",.,w,�,, i ", ,%" __Z__�_=�_=� `��_ MAILBOX , - ­ _ -4. --- --::�---:�-:-Z-,-Z--.:�,���.�.z��-�-- - 'i 0 NOTE: EXISTING OVERHEAD LINES ALONG THE FRONTAGE ­__ ­____­_________________ _­ ­__.____­ � _­ __.. I---- ---- -56o m�� 11 =�_�7z: - I ,�I,� � .-�--''------'-----"----L�,-L�""', DB.5420, PG,553. 1�=_.-��__::�_�Z�-!,Z�_ , �_::�Z:_�z 5;5,,,_% MAILB X OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED EXISTING OVERHEAD .? - __ � _/ , 11 _­_ __-_­__­­­_____ _­­ � " 0 '1> UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED LINES TO BE RELOCATED 0 GN 1',.,�" .,, \� 0 -11 MAILBOX 0 - � -�----"L--.--_,_,�,_.__.__��_______,_�_____, _ ____._,______ _____ __��-­z�:::.-_Z�, w � CONTRACTOR TO COORDINATE WTIH UTILITY PROVIDER TO j MAILB iB� _ --.-- (1) Ile HT OHTV " - . UNDERGROUND AND RELOCATE EXISTING UTILITIES ALONG ROUTE 20 Poleo one t' I�IV I L Lq�cl I .r, 0 =Z=Z:��__._ - - - - - 11� ­ OHT OHTV . Phone � _ MAILBOX - OHT OH .. - __ __ I ""Ill F i INV I 111. ­11"R/ ()1 "T I'_1 . :���� - ;41 - - - - '� _____ z 4� CL uj �_ P-1 V . ) .j < z I... q U- I uj (D 4� .j P-1 > _j .j P-1 = u ;7 P--i ry-0 0. V) z < _j a- >_ F_ _j I-_ :D 13 �_ r1n uj 0 Lu Q� = CL I (n JOB NO. 182157 1H = 30 1 SHEET NO. 6 Vk_- Meklzo p ; ; ) : � ) 3 ) : ) 5 1 . 5 i �j = ) ) .7 5 , .) 3 :; 2 5 .) m) j = :: = 5 z � D 6 > V) :3 � t= - b > a) D V) I V r_ 3. a) V) 0 CL L_ :3 0- >1 rz V " 0 1 u Q) U) :3 (1) in +1 0 rZ � a = U) ID C 0 41 , 0 CL rz L_ 0 1 2 0 A_- 3: C L V cu L) D "a () I CL 9) � (1) .r) +1 0 C >1 0 E -a 2 0 0 z [If Lu Lu z 0 z w (n K _j _j 0 0 4- 0 >11 �, L_ 0) 0 � 0- Q > I -2 u x Q) Q) :�� a) I- 0 0) Z , w E Z3 u 0 -0 -0 Q) �, .2 u 0 (n w a _0 z a (O C: a CL . Q U) a) -C �_ _L NOTES: I I I I I I I I' I i. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER _�) CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES I BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL RECORDATION INFORMATION: THE SUBDIVISION PLAT FOR THE PROJECT IS RECORDED IN DEED BOOK 5382, PG. 1.38-192. ALL ACSA UTILITY EASEMENTS AS SHOW HAVEBEEN , , , I \ " 1 4 \\ lk \ EXISTING 12" DI WATERLINE-, , - " . I -1 _____::�� I I _� - ,,____�" �� I 11 "' ,,-:�--, , , . .1 1`1 _,� ::��_� I . .e 1____� - - � -1 " f, .11 ,_ — _-� to .�, _��__,__"-.� 1-1-1 :�:�`�,;,. � 11 0,v1 �, 1� , %%. ... ... -.1 ___. I - - -.1."j � , , ... I , , _". . . -, I . . . . . . . . . . I CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE I PLATED WITH THE SUBDIVISION PLAT. \__1 1___� 1_,�_�- .0 , I � ... � ....... � _� ::,.,-,-,-,-",".'. 'mf? I � ----- ----- .... �­ , .1.,.:-,:.:.:.,%1..,�,�1.% &C __ �t OR PAVEMENT BEING PLACED. " t\ 11��'_ I .,.,.. ... ..... I:". , , '' . I .... I , _ . _1 ­ , � ..., _ I ... ... I � I . ... ..... .... : . I ,,��::;-- �106_ 1�k_ I , ::., .1" . \ .. _ _ j 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE r__��___._. . .."'. I ....... 1. I 1�1___.__ '.'.' . I.., .. ..,��'. � . _ _,_�_ �_ d�­...-,. I I , S16'40'02"W. el? t\ , ... :.:.:-:..%,. . I I " THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. - I 1 ... ... 119.33'(tie line) � - �-*,.-:�-. .... :-.-:.:,.,.,.:.:.: .� \ tj, - � , , 1. � ,�� . ...­... � I � , , , "I , , - I - - , � f% , . , � ­ ........, 1.,.,-....... - I � 11 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OFALLROADWAYS, MANHOLETOPSAND I � ", ,.::.:-:-'1i . ...... ... . ... " ,,- "" I , 1: ",-;;- - 17, 1, DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P DRAINAGE OR UTILITIES TO COLLINS ENGINEERING I - ­ ........ :.:.: ..... I , , , , Ir � , I � " 11 I � �;�_.. � , 0 .. I IF "--" 1`1 - _��-�.' .:.: �:.. , -.�.-�-:,:::.:.:�:::::�::::.,.,.", *' %, � I " > , I , , I VARIABLE WIDTH RIGHT OF WAY 4 " '' .. " , , I � , _. _X1,11%. - 1, . " FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEER NG SHALL VERIFY ALL SURVEY NOTE: EXISTING OVERHEAD UTILITY LINES ALONG ,__:;�. .. -:-:-:.:�''. - .,.-_�* I , .� >, - , ": . 1, - i , -, . ­::::,:.: . '-- I ','­ I 1� ., I �. , TO BE DEDICATED FOR THE , 1,1_::;� , -.1 ... .... ... �_ Z.w. I , , I , I � I 'l, .. , SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. THE FRONTAGE OF THIS PROPERTY SHALL BE \ .� I--" � " .1 ....�:.,.::�. - - _ � I.. I 1: " ,.;;-, , , : , , - . .. - " .. .'--,:.:.:.:-_� � - � , , � 11 � - " C ,1,',' , � PROPOSED ROUTE 742 IMPROVEMENTS . - ­ I I � " , __ ,�� ... . , I I I . .. �� ... '"�� , �-`, ` � , , - �, - , , , , � -� , - � I , , TOTAL AREA = 0.123 ACRES. 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. REMOVED AND INSTALLED UNDERGROUND. ALL I . ­11� � ..,."::::::�:;�� - ,,;�, ,, - � �:, , , , " �, , - I 1___� ...�... - V. - . , . � , , , �l " , , , � . ASSOCIATED POLES SHALL BE REMOVED. �, 6 .......... ...;�'.._,".,.. I- �, . ,> , , _', " I - , � S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL � . . -. . . .... - - ;��!� , , I 1� � , I , ,, � I I , . � DB.5382, PG -192 , . .. ..... I ­ . . : I " '. I � , .3-38 - " - � .." . '5��, , . I . , �, : 11 � , ".1 '11, ': � INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 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I ... ��..,., 11 � , . � � , � I . - IAGE,EA�8MENT�- � �'-"�-,-WT-�,,� . - . � � 29- �`i - �','' I OF DEDICATION - D.B- 5382, PG. 138-178 I . ­ . . �, 1. . . , . I IQ .. ..... ... . , . -�V C I " 182j,PG �* 2 . \ �­' I � I - I . OLL - *.'I'' I _,; I 1. - ... � . % ...... ... 1. , , , I I __,- , I ANC_ � :" DR , . . I ��bi r4��E � " , , " , , .- a PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT \ . . ....;�w .� , 01� , ,,,, - . , , , , .. , ­`_ I.. . . , ', �i NTEN ' , 1-1-9 , ' 7 1 11 1, !, , . . , - . , , -- - ---- - . I ''I , " CONTRACTOR SHALL REPAIR ROADWAY � . � UO 5362 I� 2 � , , ,, � . x . . I , , 83" ­ - .. �.! , . ''.�. .1 1� I .� . -.,-".�:..-1' , ;,--r'. ,� , , , , " , ,NT I 1� . k �. -­ - . - - - I., - �. , I �:�:�jv:-...... .1 � �__._11­1 I DEED OF DEDICATION - D.B. 5382, PG. 644-648 1 ... - 0 1 cgs, ._........"..'�, , , , , . I I � .1 � � , , , . . . 1-711 -.11 - i I .. .. I . I , , ll . , .%;�: , . , " , I - . . � . . 1. � . , . . � PROPOSED 6" go' 13END TO ,', I -,,, � , *, .,.-.�i 9 PUBLIC STORMWATER MANAGEMENT MAINTENAN E I _: .... �. I , I J� I ,, I . . . , I I - . 4.. f. � , , . . I I , I .� - ,_, �� � : � I , � 1, I- I � \ .... I . 1'� '' - - . . I , . I � , . . I . . . ,;_ , , . � . , I AND ACCESS EASEMENT DEED OF DEDICATION - D.B. . _� ;",. 15�� - 1. , 1-��,�- � , , I I .1 , � . 4 -1)511 . . .... 1".. � . . � . . . 1'.,.. . ;f,. I -1 . " , '. ­ , , , � I .. . ... . . I I � . . FI E HYDRANT ASSEMBLY - j .- Jill T ,4k I , , : I 1. 11 .. I . . I ... ... 1'. , I I . _ . 11 .. .. I . I- . '' . : : WALL , , , � .. '' , . � I . , . " I 1. � , 'A � . � __� 5283, PG. 654-659 ow >I- -, .... ­ , _. � � �,, , � I , , , , - , _�, , . , �. . . 11 I � . I - �,.', 1. � , .i - , . - I I I � MAINTENANCE EASEMENT ' ... -:I , , � 11 � I.. � . . . - 11 I xN - . -:-:-:: � I 3A .' '' ,., , - - 11 ) , . I .. , I ... �. . - � I , , , ., : : � �� � . I � . ... . ._�-: _____ " PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION I TIE-IN TO EXISTING 12" DI WATERLINE � � - I � .. . \ I . . I . ,; . ., I ... � , DB.5382, PG.i 18-192 . . . I ­ ... I,-- , - 4 , , , 11 ,:' �, , , , . I � I 11 , � I I I . �; . . ---i .-:::".,.,;:: - � ... � I.... � . I I , : ­.....: .-.`�-.­ , . . I . :! ,:� - � -:..,: - D.13 I WITH PROPOSED 3.2"x8" T.S. & V. ;1 . L6 N ..... , I I � I . ' ­:,::� ! :,: - `.:-��­ � .. I - 5382, PG 674-68o - 11. � , , I , � I ' ' ' A' ,: I " ' ' �' �� I ' " � I - : , : , :, , . ;-� - _�,� ;�i� _��* . Ili 11 - , , I I . . A - * , ­ , . . j 1 . . .�� I I I *--.-: " ' ' *j��_j7 ,,:_��' � ..:.. .,: .": - I I - . __?__� � . j I 11 -_ I '' � ... I - - . � � . __,� - '. .�UTILIP '. ­._... . . ...., � ... � I I . -, LOT * - . , � I - :, �'. " , " 1, ... =-7� -:.:.] . f-.. I . * ---__ / IN : 1:" .,. 1. I � , eel, _� __r , I � I I . I I . - �f . � ... �__ I I ENT FOR ALLEY 1__��,_ --:.:-:.:.�-: - - , , � , � . 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" �-- I ., _ , . __ __ . . . . .1 50, r - �LU / . -- :,u4.%iu ­ . . .,- \ - -, . . .. � .. mm ­ .. . �BSMT= 569. ::::,pl�::_ I , , . \ (NOTE: WALLS VN HEIGHT OR LESS D I � . � . . . . .1 1, .. 1. � . ��, � - � BSMT= 5716 . , 7' 1 ­ . I I ,.L ,567.67 , ��.�'i.�'i . \ j . . � . . � " I - �-, . . - , " . I . I - I ... . , . � '? ,�-\ -7 L&T-82-- .� _� MT= * ....F�­ - \ \ FFE= ' ' ' - -,p -: . - ."� iL. \ 11 I I= P ill 2 - 24 - RCP I - SHEET NO. .� � , " ..: -�-1'1' .: .�--.%:.:',:.�,:.:.;�� I � I � � _ 572.i6 I . , -.� ... / , , � I . I � ­ . . .. I I - , ­ .: - - �\�v .. � .. --- -, , . . - NOT REQUIRE RETAINING WALL PLANS)- ..7, . 1. I . . . I - I ..._ _.: - VAR. ' , - \ �! -_ liki UU-6 - b24.W I I . . I �� . �� I I I ,v. � ...,::" ;..N- ... � . ,I .... . . . . . . . . I . . . . . � : I \ _ WIL) I H FKIVA I t ...... -;�� ... � , 1 -8, ''I I � I ' ... ',�_ , \ . __:_�'��,:,��_". . 11:_�. - . - . :)�-: .- _____ . , 4. .,.".. I _�_. = . ' * * _..� , I , , , , . . '­ . _�­ ..., , . , , , / . '\'� , I I` I \ .L.. .5703 .. , " ­ �; - '... EMENT E S ' ..,:::.,-, �.,..��.,�% 114 Li 9 0.74% 1 5M_67 - RCP 11 . �� � � (', : ___ . . \ ,4,,:�j�:::,/ , J92)-'-'- - , , , * * 10 _BSMT=57Q.17.`. ., _ - '... . . - I ­ I I.... _...... t......, . . . I" 1. .- I.,- - :`��­��-,A_*- .- I- -I ... ­­ '' '' . . ''. :. -:.%, .:��­.:. DRAINAGE -� �-�,?'-".­ �::--.: . . . I ... . - - . . -0 . , .,.. ........ 1. : . 1, 1 .77 `Eatu, ,I - . - - I, . - 11%, \ ./,-.� .. \ j . � . - - A , 1�so� . .. � .. - - \-- %'11 'Ic ' ... F. .- ( � - - L01 R t, ;0f �6-148- .85 521.00 1 . a I - - . � 7 � 1. . - I... . , , . � %%�, - , I I ..�:"%%,.: I -0itrA82 A2-- , - ./ _ I � ":.*' , __ yff � .', - �,,J- --,-77, .,., . � ,,, - - t . I I, . . I � . , .L .1, - ' .-M. I 1// / - . ) I I - 5 � i ) = i ) - ) I : p : :) : D I I - �: f) () D a. < 1) - I 5 :) z I - I j) z: �c 3 � z :) 5 :5 2 :) > 5 1� ? 3 - D) Z: ZI 5 - z 2 5 � I n D L) 3 0 1) I t: = � Z_ I Q 6 > V) 2 u C: L� Q) > Q) U) �, 0 C: 3. (D V) 0 CL � :3 a- >� C 0 0 � 0 (1) U) :3 9) r) �, 0 C: = C W v �, L_ a rz � - 2 0 s v a) ID CL 0) " w �, C >1 a E rz 0 �9 2f _u _Lj z �5 z Ld Cf) K _j _j 0 u � 0 >11 � , w CL 0 L_ 0- a) . (n _�� u x w w (D � 0 W _. , w E ::3 0 0 -0 -0 0 _�, .2 u 0 w rn a _0 r - 0 w - 0- a) (n 0) Is V (C, L V u V / 4 _c-., GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY PROPOSED I" SM-9-5---____ OVERLAY 1.5" SM-9.5- SURFACE COURSE 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE GENERAL CONSTRUCTION NOTES EXISTING --------- PAVEMENT 4" BM-25 DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5B32) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 1. PRIOR TO ANY CONS7RUCTFON WTHIN ANY EXIS77NG PUBLIC RIGHT -OF- WAY, INCLUDING EX. STONE INTERMEDIATE COURSE ........... 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON COIVNEC77ON TO ANY ENS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM 7HE VIRGINIA SUBBASE 9.5 " 21 -A THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER DEPARTYENT OF 7RANSPORTA770N (MOT). T HIS PLAN AS DRAW MAY NOT ACCU1?AaY COMPACTED--� BASE COURSE COMPACTED- IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR REFLECT THE REQUIREVENT5 OF THE PERMIT MERE ANY DISCREPANCIES OCCUR THE SUBGRADE SUBGRADE N APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY REQUIREMEN IS Of " IHE PERMI T �91A LL GO VERM 2 ALL MA MRIALS AND CONSMUCRON METHODS SHALL CONFORM TO CURRENT SPECIRCA 77ONS ASPHALT PAVING MILL/OVERLAY ASPHALT PAVING ROUTE 20 THE COUNTY. ALL DRAINAGE OUTALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AND SrANDARDS OF MOT UNLESS 07HERWSE NOTED, NO SCALE NO SCALE *NOTE: THIS IS AMIN. PAVEMENTDESIGN. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF J EROSION AND SIL TA 77ON CONIROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WTH THE ASPHALT PAVEMENT SECTION SHALL MATCH CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN MEN, IN THE OPINION OF THE COUNTY ENGINEER, OR APPROVED EROSION CON77?a PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, 1.5" SM-9.5 THE EXISTING PAVEMENT SECTION. DESIGNEE, IT IS DEEMED NECESSARY. MEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT GRADING OR OTHER CONSMUC77ON 1.5" SM-9.5- SURFACE COURSE TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERRUZED, 5EEDED, AND MULCHED. SURFACE COURSE 3 BM-25 RATION TRIP aENE " I I Z 1 100' LOT 5T­ LOT 31 DT f ,;; 5. MERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, 8 OR C). . T E MAXIMUM ALLOWABLE 5tOPE IS 2.1 (HORIZONTAL, WR77CAL). $WERE REASONABLY 1" BINDER INTERMEDIATE COURSE 6. MERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. OBTAINABL& LE5SER SLOPES OF 3- 1 OR BETTSR ARE TO BE ACHIEWD. INTERMEDIATE COURSE 5" 21-A 7. COMPLIANCE NTH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, 6 PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WiEN IN THE OPINION 7.5" 21-A ------------ BASE COURSE SHALL BE STRICTLY ADHERED TO. OF 7HE COUNTY ENGNEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A BASE COURSE COMPACTED- 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE DRA INA GE CHANNEL. COMPACTED SUBGRADE SUBGRADE DISTRIBUTION LOT RAFRC C010ROL SIGNS SHALL CONFORM WTH THE WI?GNIA MANUAL FOR UNIFORM LOT PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 7 ALL T ASPHALT PAVING AVON ST EXT J�I I 8o% RESIDENTIAL 48 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE 7RAfRC CON77?a DEWCES ASPHALT PAVING PARKING SPACES NO SCALE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL 8. UNLESS 07HERKISE NO70, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 50% COMMERICAL N. NO SCALE TURN LANE 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY TRAFFIC VENIENT ACCESS. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77M MUST COURL Y WN O�A STANDARDS *NOTE: THIS IS AMIN. PAVEMENT DESIGN. ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CON 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND THE EXISTING PAVEMENT SECTION. F LQ 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. FOR THE CONSTRUC77ON INDUSMY (29 CfR PART 1926) ASPHALT PAVEMENT SECTION SHALL MATCH 1 52 c GRADE SAG POINTS AS SHOWN ON THE ROAD PROFII ES. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: SURFACE COURSE LOT INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT"S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 3"-4" BM-25-----� ........... INTERMEDIATE COURSE -OF-WAY BEFORE BEING ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT 1 ROAD NOTES 6" ASPHAL 5.5" 21 -A COVERED WARN= REE 0 4�:4SCOTT R. LINSZ �U Lie. No. 035791 101 10/27/20 2� x T�, F1 �r "S�S'10 [01VAL 1 � 27 Ld LOT 25 I LOT 25 Ljj JyL_j V) __j Lo 24T.1 x\ 0 (D A 21- z Z Z LU cn 0 LOT 19 LIJ 2: LU 2: 55 iD 2 0 0 LU Z 0 U 0 U LOT 17 U . BASECOURSE GRADING: COMPACTED- iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA SUBGRADE ROADBED BASE MATERIALS. COMPACTED LOT LOT N_ 11 1 DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS ASPHALT PAVING PUB -IC/PRIVATE 64 82 > PROJECT. SU13GRADE OT iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, NO SCALE a LOT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT STREETS ..i. I SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 5' ASPHALT PEDESTRIAN TRAIL 7d 0 OF WAY WIDTH AND REPLACED MERE NECESSARY NTH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. NO SCALE LOT Z.1 2" SM-9.5---____ 77 SURFACECOURSE /m, 3. ALL GROWTH OF TREES AND VEGETAT10N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED LOT VEGETATION MICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD 76 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCT10N OF THE DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. 1" BINDER SUBGRADE. INTERMEDIATE COURSE vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF - A fkaq, ff 7" 21 DRAINAGE: THE FINAL INSPECTION. BASE COURSE LOT 75 COMPACTED--------- 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP NTH A MINIMUM COVER OF ONE (1) SUBGRADE 1 1_ vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OFONEWEEKPRIORTO LOT FOOT. 74 EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. ASPHALT PAVING ALLEYWAY 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WERE FIELD LOT CONDITIONS INDICATE. NO SCALE viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE NTH THE VIRGINIA DEPARTMENT OF TRANSPORTAION ELIGIBLE FOR STATE MAINTENANCE. SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS POINT' OF SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. L TOP c CURB FINISHED GRADE CG- 2 R1W cu PAVEMENT: 1141' 1' 1 . AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGA TE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. ZIA SXW (VARIABLE MOTH) NOTE: CONCRETE SHAL It 1.1' L� BE 3000 PSI AT 2 BERWYN LANE 4" CONC. DAYSOR STRONGER. \� ' 7//7 7/ 7 \'S'\ LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 95 LOT 97 LU "' LOT LOT 0 " A4W 4 gor 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 9' s7cw 4" 21-A STONE BASE 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE -C a4W DISTRIBUTION (TRAVEL LANE) �MAVLL LANE) 20% RESIDENTIAL 17- E/P-E/P 1, 11, OR III PRIOR TO PLACING AGGREGATE BASE. CONCRETE SIDEWALK LF - '511:11201� 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS 22' PRIVATE ROAD R/W NO SCALE 500/0 COMMERICAL BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED rrPJ61.4.Z ALL.FT SDMOff - PJUVArN.ROAD PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. (PMPr4TF ALLffT) 15 kPrH VJTY16FN SPffAW AOT TO SO4LE DUSr GRWND ENST GROWD EVST GROUND EVSr GROLMID fXSr GROUND E)UST GROUND 5' WDE CONCREW -q"AIX 4' MOT 21A Or PLM7M STRP STCWE BASE CO-6 CURB & GU TTEH /I zr 14 (TRAVEL LANE) (�AED19J) 36'F/C-F/C , POINT OF CG_6 FINISHED GHAOE CURB & GUT -TER SURFACE 2x SUWASE SM 14' (TRAVEL WE) 5' WDE CONCRE7E I& 9DEW" 2X er PLMTIN S710P 4' VVOT 21A SMVE BASE EVST GROUND R/W TrPJC-,4.L NT.NHBORMOD ST"ST SECTWff (8/' R/4) A'ATRAW.r 0F A411PHIN VRIVX (MBU7 ROWD) "SZ0ff1ff1AL JfIXAYB VST S11BP.(V1,ffl10Ar ST"" PAYS.Nff SPffffP.- '1915 APH CC-6 5' )WE CXWCREM CURB CUTTER POINT OIF CG-6 SIDEWALK F-INISHED GRADE CURB GUTTER 5' WOE CONCRE7r SURFACE MCIEWALK 2X W PILM11111113 STOM a SE 4' K STRIP !PSTA �VA] Sr 5' WDE CONCRE7E -W SfiX ALK BASE IQ'- (FRA�EL LANE) 2Z zr 6' PLAHM 4$r STIllp 10! (MAWEL LANE) (PARKING LANE) Rlil� FOR.rIOAV OF A411Pff1ff O"Vff (PUB"61 ROWD) TZPIC14L AWNHBORWOD ST"ffT SECTfOff (58 R14�) JfIXXP LfSP SLWPIVISION STREffTDXAS%!N AS'PffrD.' e5 A4PH PARA7AV OAr 0Arff SIDW OiVLY 4' WOT 21A STONE BASE TM 5 -1:7, -1 41 CG_6 CURB & GUTTER 29 (TRAVEL LANE) F/C ' CG_6 POINT OF SURF ACE 2x CURB & GU TTER 5' FINISHED GRADE SUBaASE (TRAVEL LANE) 2er S V, STEW a4SE EXIST ilk EMS GROUND T 43 R1W TiMICAL Aff.66ABO ST"TT SZCTIOff (,13' R/#)' B.XR#rrff "Arr (PMVATr ,4D) 7 OS-SSWR RESIDWA77"L dt " W A XAYD LrS.F SUBDIVIS16 RAAT PPS16W SPPTD.- R5 MPH OW-S.r"" BU102-09T PWR"AV 0AZY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUNIP-OUT PARKING SPACES C, S' INDE CONCRETE SDEWALI( CG-6 C POINT OF CG_6 URB GUTTER FINISHED GRA DE CURB & GUTTER 5' WDE CONCRETE 9DEWALK OUSr GROUND SURFA CIF 2X 2X 2X �77 4' MOT 21A 61 PLmTm SRP 4WT 6' PLMTING SIMP 4' VVOT 21A STONE BASE 14r, r EVST GROUND New STOW a4SE S7UVE BASE 1.0 2.5- 6 5-1-1- 1 .0 To' - (TRAVEL LANE) (TRAvEL LANE) 24'F/G-F/C EVSr GROUND J� EAIST �Rcxs% EAIST GROUND IZ;W T,VPM4Z JVff16!ffB0Rff00D ST"ST SECTIOW (0' R110) WAWA )FAY (,V[fB4AC BOAO) AffD MRTIOAW OF BWUPfflAr DAW (;��B�� Aq" "D SHAWIAlff ST"" (PRIV,4TP AOAV) OS -SS" "SIPPIffl,4L & JfIXrO USE SLr1BP1V1.5V0Ar SJ""" PAYS10Ar SPPAPY.- 1?5 kPrH OAr-STRAWT BlIbrP-OUT PdRAYAV OXLY NOTE: RIGHT-OF-WAY WILL VARY IN LOCATIONS OF THE BUMP -OUT PARKING SPACES AND AMENITY SPACE Pavement Design RF= 1.0 Location AD'F f1cV Design _AD1' CBR SSV Di- Stuface h a Base b a Sub -base h a Dp Dauphin Dtive (Public Road) 944 2 964 4 ZI 14.63 SNf-9.5 1.5 2.25 BM-25 4 2.25 21 A 5.5 10.6 15.68 Loyola Way (Public Road) 283 2 303 4 4 10.60 SNI-9.5 1.5 2.25 BM-25 13 2,25 21A __[0.6 5.5 - 13.43 Berwyn Lane (Ptivate Road) 302 2 --- 322 4 4 10.81 SM-9.5 1.5 125 BIM-25 3 -2.25 21A 5.5 0.6 13.43 Sherklmi Street (Private Road) 217 2 - 237 4 4 9.75 SIVI-9.5 1.5 2.25 BM-25 3 -2.25 21A 5.5 0.6 13.43 Private YUcy 264 2 284 4 4 10.38 SM-9.5 2 2.25 BM-25 1 2.25 21A 7 0.6 10.95 VDOT. SM. 0 T_ 'A k Ir AC- - , 7 'A Ekow Ljwf;.p P CURB SECTION STD..ROLL-TO' DETAILS XS-3A ANIb,�S-3C PLAN NO SCALE DID -SECTION A -A NO SCALE 12 0 > 7r, D cp.K E f - 18!n 12 Option: Area may be oonciek--- f curb may follow �lope of provided a o0jilaoin dop#�7 3s is maintained. RoIltop Curb Lj S1 e break for dr*op"'e_if req'd. R- 2 Feet Back.of Curb. X F CIL $ T I Ida idine Edge of Pavement Cdns1r_ joint. Driveway Entrance Worp Trplisition Roltop curb F�c3rt Plcm of Entircanqa Tir-cimsitic-n FIGURE 7 - RQLL TOP CURB ENTRANCE DETAIL Radius Return - Wurp curb profile to match d6yeway antir I an I ce apron Ilrodis within 4 (eet each side, o upircin abovet invert line, :;=, Driveway Entrance Apron for Routap curb Part Section A FIGURE 8,ROLLTOP CURB ENTRANCE DETAIL SECTION TRAFFIC - - - - - - z z 0) Z 2'- (9 LU =) =) 0 0 = 0 0 in U 0 U E3, X T_j _j z U U 13� LE z 0 LU UJ LL z LOT , :, LU LU E� 141 0� 2: LU LU C> 0 0 'T -LL.7T p U Cn LU -c:: T7 in < < Ln < -j 0 z z Z vi - e-- 0 cl I I > - LU ru > > I-- LU uj o LU W 07 z V) 0 z z 0 ru �0_ U-1 (n 0 0 Ln 1:2 z z 0 - J-4 Ln 1­4 in �_i 0 0 In U) LOT LU LU LU LOT c c -0 0 �A z V) c: 0 -0,000 SF 11 CA CD p p, CD p p OFFICE 1 LU Ln rq -_ rq N -_ " Z:� N -_ N BLDG. 1-4 (71 E -4 fn 8� L - - - - - - - - - - 1-1 CD n CD CD -4 ­1 - 0 L9 U3 4- -0 0) E� TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (iclTH EDITION) z 0 iocl MULTIFAMILY HOUSING (LOW-RISE) - CODE220 cy) iooclo SF COMMERCIAL OFFICE SPACE - CODE 72.0 (PHASE 11) CY5 _c 3: RESIDENTIAL COMMERCIAL (PHASE 11) ADT: 732VPD (366 ENTER/ 366 EXIT) 98 VPD (49 ENTER/49 EXIT) C� 01 0 AM PEAK: 46VPH (-ii ENTER/ 35 EXIT) 12(io ENTER/2 EXIT) P - 5 PM PEAK: f;6 VPH N6 ENTER/2o EXIT) 12(2ENTER/io EXIT) D_ NOTES: C) W 0 L THIS ITEM MAY BE PRECAST 09 CAST N PLACE, 2. COWRETE TO BE CLASS A3 IF CAST IN PLACE, 400D PSI IF PRECAST. D -3, COMWJATION CURD & GUTTER HAVW A RADIUS OF 30D FEET OR LESS (ALOW FACE OF CURB; Uj -0 SHAI_ BE TS� 1*4 RADIAL O010111ITIO" CLIR13 L& CUP W 0 4. F " AGE TZ% . UMr BE CONSTRUCTED PARAIM TO THE SLOPE OF SUBBASE COURSES AND TO THE QUTH OF THE PAVEWENT. (0 6. ALLOWABLE U -6 CR"M'AAOR THUNTOF CG Is 11ASM ON IRCA. Y CLM IC ION AND Ld _0 DESIGN ED AS S1 /_2" R no ESC I IN APPENDIX A OF THE !ED H WAL N THE SECTION ON 0& URBM STMDARDS. z _j I fo all THIS A9FA MAY HE CONCRETE AT THE OPTION OF THE CONTRACTOR iPIECIFICATI(K FOrEF04M COMBINATION 6" CURB AND GUTTER IDS VIRCIMA DEPARMNT OF TRNASPQRTATION NOTES, THS Mw MAY BE PRECAST OR CAST IN PLACE rAMCRETE TO BE CLASS A3 IF CAST N PLACE, 40M PSI IF PRECAST- 3. CU?B HAVING A RADIUS OF 300 FEET OR LESS VLONG FACE OF CkMW WILL BE PAD FOR AS RADL4L CUM, W DEPTH OF CURB MAY BE REDUCED AS MUCH AS Y' 110" DEPTH) OR IMCFUMED AS MUCH AS 3" 12t' DIZWFT L� IN OFDER THAT TIE BOTTOM OF CURD COINCIDE WITIN THE TOP or A COURSE OF THE PAVEMEj.NT SUBSTRUGPLIRE- DTHERWISE TO BE Id" AS SHOWN. T�a DEPTH TO MM NO ADJUS IN THE. PRICE FAD IS ACE FOR A DECREASE 09 M INCW-ASE IN P S UFD ON 4 T R AD AY"E Hi2 I OA&N� CO06 W ED'O RE FOR _ AS IN APPENDIX, A OF THE VDOT ROM DESIGN MANUAL K THE SECTION ON GS VaBM STANDARDS. ACCEPTAKE ALTERNATIW IF CURB 15 D(TRVDED 'ERIOEVI 105 502 STANDARD 6" CURB VMINA DEPARTMINT OF TKN45PORTATION > < Lr) LU LL < 0 0 ?: EWU4AND ED SLOK OF 10� Uj r) PROVIDED A z <7 (D cZ - 0 W -0 V j - > 0 F- XVIDICIT 7D ROAD AND BRIM STMOARDS U) 0 VISOON DATE FSHEET I OF I CG-2 LU Lij 7 Lij Z LLJ (D V) _j U LU ACE ct 0 0- 0 L_ > 0 C> x (D 0 C) -Z IASE 0 E b U 0 r_1 0 LU LU _0 _0 cl� U) 0 cn 30B NO. 182157 V) U SCALE AS SHOWN U3 Nvour ROAD AND BRIDGE STAINDARDS (D SHEET NO. sv[�Iax DATEF SHEET I OF I 10 _c: V 45- Tax ASTM A36 AND HEX NUT SEWER SERVICE LATERAL CONNECTION NOTES; VOOT CLASS I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL A 1 51 MIN. RIPRAP AM AM (TYP) WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE PLACE 5' GALVANIZED WITNESS POST WITH AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS P) UNDISTURBED EARTH UNDISTURBED 0 2 3 4 SOIL (TYP) CAPPED ENDS PAINTED BLUE IN REMOTE AREAS INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE 0 AQ BIRErTpn MARKER LOCATION MAY BE SUBJECT z, LATERAL P1 I PE SHALL BE AT LEAST 01 HIGHER THAN THE 2--0' 1.5 ,i6.4 lk�) AL -q;rHR RO TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED al�gx , TO THE MANHOLE� T 10' MIN PLUG 2411 -4 all INITIAL BACKFILL 2. SEWER LATERALS 'TAPPED INTO AN EXISTING SEWER MAIN SHALL a W, ;j B` BE CONNECTED USING A PIPE SADDLE. VDOT NO I 01N. MIN, STONE BEDDING 11!14 VALVE 6'* BEDDING 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 27 Al (1/4' PER FOOT #68 STONE N01E� HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- TO HIGHWAY DEPARTMENT APPROVAL. MA114 THE LOCAL STANDARD. FINISHED GRADU�E As VILLE THREADS WHICH IS 0 rrr �CLLI N S `Z LENGTH OF RRANCH VARIES F-4 6* MIN U Lic. No. 035791,�� 10/27/20 0 4. ALL SEWER LATERAL$ SHALL HA A MINIMUM COVER 4 Mill PIPE STABLE SOIL ROCK LVE BOX QIAMF�TER OF 4". O.D. UNDISTUR D EAR114-J am 7 CU FT ADJUSTABLE TRAFFIC RATED mppw"_ 1 #68 9TONE VALVE BOX W/ LID 12 TION A -A SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL FOR ALL BEN FOR TEE OR I WYE FITTINGS 101VAL L 5� ALL SEWER LATERALS $HALL HAVE A MINIMUM COVER fw SEC WIDEN TRENCH TO I CLASS A-3 CON U OF 3 FEET. NOT TO SCALE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND ACCQMMODA:F CRETE :E NCRETE ENCASEMENT THEN COMPACT THE SOIL OR PROVIDE A 4" 13EDDING OF Ulm MZGA-LUO SALT --/ ANQHOR IF 42'MIN #68 STONE, 0" CATE z TREATED 45, VALVE FINISHED GROUND 72 x 4 min rBIEDDING AS 'MI A'. 6' X a, A LENGTH (VARIES) TEE MARKER KLk4UIRFO MAIN LINE ATCH EXISTING PROFILE 25OU P,S.I. CONCRE EXCEPT WHERE SLOPE OF rUUNL)/AIIUN IN POOR SOIL UNDER -CUT CONDITION BASE AND THRUST BANK EXCEEDS I To I zMAX. 1. ELEVATION BLOCK AGAINST A UNDISTURBED EARTI� UNDISTURBED STABL M,J. GATE VALVE 45 SOIL. N F Ml� MIN STEEL PILE---------, V4� 11 INITIAL BACKFILL T TC RESMAINED JOINT FITTINGS - - - - UNSTAE17E r,8 MI' H 2 F" MIN WHEN THE SOIL IS 0I$TURBE OR WHEN r - - - - SOIL,, MINI, SECTION 1-1 SECTION.2-2 A HYDRANT ISLOCA I rEQ IN A FILL� IN ADDITION Ln MIN MIN NG CONCRETE, A. STEEL PILE SHALL LU LU i TO POURI z z PLUG END OF #68 STONE I PU7 U"Cf1 Alt: A ETInk-1 "p z z PL 11/0b/ZO 2. EN BED CK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3'. THE TRENCH SHALL .1.t5tLL HOLES SHALL BE DUG OUT IN ALL CASES, UJI < HE BACKFILLED WITH COMPACTED 21A MINE AND TOPPED WITH 18' OF VUQT CLASS 1 RIPRAP. 1i THRUST 8LOCKS ARE RZQUIRED WHENEVER THE PIPELINE : CHANCES DIRECTION, CHANGES NOTE IN REMOTE AREAS, VA�VE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRAM a _j tf) 0 z z FE SIZE, DEAD ENDS AND 'At VALVES, U) < w 22 Z. USE 2500 P�Sl CONGRE :T­E z p c- SEWER 3. NO C6� 1 , U ANY PART OF THE JOINT. CROSS ANCHOR RESTRAINTS FQR YALVES 0 NCRETE SHALL BE PO RED ON m I__1 Z 3r SEWER SERVICE LATERAL CONNECTION DUCTILE IRON WATER 4, THE coNsuLUNG ENGINEER SHALL, BE RESPONSIBLE Td THE VIERIFY THE TYPE & SIZE OF TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL CATE VALVE a E Lu LU LU TYPICAL STREAM CROSSING Ul Z LU LU ALL fiikugr awcKs. HIS N�T.s. P-11 1­11 w m w z N,T.S PIPE INSTALLATION BEDDING NTS > > N.T.S. CONCRETE THRUST BLOCKS fig. W�30 FIG. W�4 FIG. W-5 cl� FIG. S-7 LU LU iu> aj LU FIG. S-2 NTS c� c� n_ ILLI U-1 TD-33 TD-m FIG. W-2 Fllff"H-3 TD-O TO-9 LU TO-3 LQ F TD-2 TD-8 0 0 q* * Z z a 0 > Ln Ln I' COMPRESSION X J/4� MALE PIPE OGTI LU OR APPROVED EQUAL FRAME COVER 0 0 t-f') Q� z z d_4 b­11 (SEE FIG. (n Lo 0 0 1­4 1­4 VARIES VALVE BOX aj ce > > 4" DIAMETER BRANCH 'STREET SURFACE OR Uj LLJ SOFT COPPIE"t FOR USE ON ATTACHED, SINGLE FAMILY REMAINING BACKFILL SHALL COVER LIFT NOTCH AND VALVE NON -PAVED AREA Q� RESIDENTIAL EiERVICES OR DUAL RMODENTIAL AND IRMOATION SERVICES. INJ NOT CONTAIN ROCK MATERIAL -4 14 1/2" ED AREA 36"m LARGER THAN 5" IN ANY M,J� PLUG SLOP 24"Ml� DIMENSION 1 2 1/2" 12 3/8- VARIES 1- 0" MAX 3000 PSI CONC. BASE INTIAL B CKFILL* NOTE. EMBEDMENT 8"MIN (6" LIFTS) BENCH SLOPED TO FLOW NO sNEAIED FiTpAias H WATER 2' IHOROUGHLY COMPACTED 1/4" : 1' MIN SPRING UNE By HAND OR APPROVED CHANNEL DUAL SERVICE OF PIPE MECHANICAL TAMPER WATER MAIN RUBBER COATED STEEL V-O" MIN Y HAUNCHING CAST IRON LID RESTRAINED JOINT FITTINGS I' COMPRES51ON It 3/4' MAILE PIRE COUPIAND NO, 68 STONE STEPS CAST IN PLACE OR APPROVED EQUAL BEDDING 6:: max 18" METER BOX I' TYPE PRECAST REINFORCED 'A' C3 c� C) c� C3 C3 4 rn in SOFT COPPER ON-LINE CONCRETE SECTIONS NX BRANCH FOUNDATION (SHALL BE "0' RING SEALS -117MMIA 12" LU MINIMUM ELEVATION REQUIRED WHEN SOIL (TYPE "B") FOR USE ON bETACHBI) SINGLE FAMILY CONDITIONS ARE UNSTABLE RESIDENTIAL SERVICE WHERE AN IRR(GAID. 4"-0` M ALL PIPE) DIFFERENCE ACROSS M H. 5" ,Lcr EM 15 NO r PRBVU�D, ­5� c:) c), c), C) FROM INLET TO OUTLET SINGLE SERVICE 10�1 11 11� SHALL BE 0.20 FEET, VARIES 0 NOTE, VARIES THREADED COUPLING CONCRETE-- Al 1) SADDLES SHALL BE USED ON PVC PIPE. BRASS NIPPLE AND PVC DEPTH OF FLOW I FILLETS PAST 111ON UID __L_ - PVC SLEEVF_- 10 CAP HANNEL TO BE �F NOTE LUBRICATE ALL THREADS 3/4 DIAMETER C NISHIED MADE 6" EXTENSION -1 CONTRIBUTING SEWER. THRUST 84OCK I. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE tj BACKFILLED ENTIRELY WITH NO. 21A STONE, --METER BOX (SEE FIG. W-7) IOR A SMOO A FILLETED INVER] NOTE: 'TION DA MEIER �ItA Box 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED PIPE SLOT VALVE 0 TRANSITION OF FLOW BETWEEN FLEXIBLE CONNE( ALL CONNECTIONS TO OUTLET AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 (2 PLACES) NO. 67 STONE INLET & OUTLET PIPE $HALL BE WITH STAINLESS STEEL t/8 SEND CQUPLING Jr MR COPPERSE17TER STONE SHALL RE PROVIDED' M,J, FITTING PROVIDED, MIN, 6" BEDDING BAND EXISTING MANHOLES SHALL 3. WHERE ROCK 15 ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 2" PIPE SLOPED NOTE W1 NO. 68 STONE w BE CORED AND A FLEXIBLE z z�t BEDDING OF NO. 68 STONE TO DRAIN IF CONNECTION BOOT ME" GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT. SHOWN IS MINIMUM AND SHALL BE 1:2 INSTALLED 2' BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE $OIL CONDITIONS. 0 cyi VARIES VARIES LL HAVE 0 � AS 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHA n NFJCK NOTES: ECESSARY OR TOUCH READ METERS. 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. (1) A 1-3/4- DIAMETER HOLE 13 REQUIRED IN THE LID F WATER MAIN AND VALVE SAND M DUST 0 It 3. ALL JOINTS,. LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 'E BOX AND SETTER 4' DIAMETER BRAIN PIPE 12* SAME SIZ PLUG LONG STONE PQCXET. VDOr ARE , , TYPICAL SEWER PIPE A D OUT. MiNIMUM MICKNE r TYPICAL MANHOLE PLAN cf) 7111 ;1 &9C. 204 NOL 57 AOGREG,�R INSIDE N It It TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH TYPICAL METER..BOXES DEAD END TIYPICAL MANHOLE SECTION SHOWING BRANCH TIE IN I <� (TYPE "A") SHOWING BRANCH TIE-IN C14 (5/8" & 1" METERS) (5/8"-l" METERS) 0 NTS N,T.S NTS w CD NTS FIG, S-3 NTS TYPICAL BLOW -OFF ASSEMBLY FIG. S-I-A FIG. S-1-B FIG, W-6A FIG. W-7 I NTS I . udd! U-10 ... TD-34 TD-13 FIG. W-8 TD-25 TD-27 W t,,,ddd­ TD-19 PlIdd-d! 'WIDTH OF V) ENTRANCE t,11ANQLAK FILL AS SERVICE LATERAL MIN-, SECTION APPROVED BY ACSA ST C STABLE SOIL OR ROCK % NOTE UNDISTURBED 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, MATERIAL A 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. IN LINE WYE-TEE ELEVATION 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, PLAN 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED NOTES: 1, MIERE LESS THAN V OF COVER IS AVAILABLE BELOW SIREAMBED, CONCRETE ENCASEMENT IN THE TRENCH, WILL BE REQQIRED. UJI 111 WATER A I LINE X m: Z Z 0 c) 0 0 U U NOTE U U LU 1. SURROUND WEEP HOLES Wa �: �: ,H GRAVEL AND KEEP FREE OF CONCRETE. 25QG P.S.I. Z Z LU M 2. MKINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT CONCRETE: 2'x 2' BEARING AREA. :D =) U 0 0 INCLUDING DITCHES THRUST BLOCK 0 0 Ln U U NltHED Z 3. F GRADE SHALL %OPE AWAY FROM "THE FIRE HYDRANT AND U) U U cv- g 0 0 NOTE: VALVE BOX. z _j Lu LU 0 z z 1. ALL ROD$ AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY� 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITM .4 4 < _j __j LL I`_4 �_q . IT IS NOT ALLOWED IN THE DITCH, z n� ne Z Z V) En < < :5 LU tn V) 2 CONTRACTOR SHALL ENSURE THAT THE: COLLAR BEARS ACAINST UNDISTURBED, SOIL FOR THE MINIMUM 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP LU U-1 LEVATION. IF C:) DiMENSION SHOWN. HOLES ARE ABOVE THE PREVAILING GROUNDWATER E 0� m: LU LU rJ fy ce REQUIRED TO BE IN WET AREAS, THE WEEP HOLES $HALL BE U ca 0 0 3, DIMENSIONS $HOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM, IF THE TRENCH WIDTH IS Z) ca ca Uj LU LARQER DURING CONSTRUCTION, THE COLLAR DIMENSIONS $HALL INCREASE ACCORDIM­ PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. _j _j I,_ 0 0 _�IPE DEGREE ' BEND DIMENSIONS VOI� TEE AND PLUGS VOL. SIZE OF (FEET) FELT) (30-YD. BENO, L, H T H r 90 2,�O` 2,.9Q 3. 0 1 0.24 45 2i Pg 2,25 2.60 0.15 2 1 00 2;2 2.50 0.15 2 Ii60 MO 2-521 0�1 0 2. 11 1 1.50 �.00 2.50 1 O.10 048 90 21 45� 2.66 2M 2:77 22 1/2 1,65 2�1a� 2.69 0.13 3.16 2.66 0.3z 11, 1/4- 1 "66 2AG 2,67 6.1 d bo. C63 3�e-3 -3.4-2 0,83 1Q, 6� 12, 45 3.�3 �t�o 2.95 0,43 3.8.3 100 2.83, 0.52 !22 1/2 2,33 2;58 2,86 0.24 1 11 114 1.83 2 �1� 1 2-84 1 P-18 `SE�;F MAIERAL tIFE I OR TULAXARADE C EP, 10 ELBOW E r (�;E hf OR �IK STABLItSO HALF PLAN IF ME ESTRIAN ACCESS ROUTES M ARE DENG UP, EED, A MINIMUM 4' TRAVERSABLE 2' 0" M E7 w (72) CORED 1,1 NI PIPE 10 wokmm PROV WIDTH PIPE 15 PE"01 CON N is IS REQUIREU WITH A MAX. 2/ CROSS SLOPE. PIGKBARS EO� I.AGIREIIATE 0 0 Uj THI GROUM*4 GENERAL NOTE! 22441� 1� . I 1/B' PRIMARY) DIRECTION OR WITH, Aaac - , 1"0. or, WAILR DRAINAGE FMK FLOW 1. E �GT BIC CA AFE 51AEASULD., WHEN USED IN CONJUNCTIONACIIIIII �TTANDARU HT A- DR GG_7 E CA I!. -'e. w PARABOLIC CG�3 - � THE CURB F IRS �e I I 1FANI'181D 'jC15ISEGNA,1ff1D TO.VAICH EIE 1 1/2' M T, LE ANO I SMEWAL CURVE RON `6401"'ED 21 IRtNlCJDR&L BE FILLEOW)IR A,Ud&�Arf TJHRCx*RLY IoNt) VmFm 10 HNPA�. K > '27 1/2' EYA OUTLET PIPE ITYPICA) nmss , . " - I I N. Z�. 3 INSURE, q'I *T AND [Z B R ER] ][Ilggrn pIdd-1 To NON -PERFORATED OUTLET PIPE C�JI �FC Pit� TFAVEIL LAC, PAVENIZ NORMAL GUTTER -------- Uj - ----------- ---- SECTION E-E' 7 ,4� Ug�IHNSUIU GRACIE, b%j 26 1/+' OIA: F [178mrpj 4 ON CURB NU5 DO r =111mUL En 26" DIA a rms Ia, TO 10% CHANGE m [667ORTMI t 1/2' FOR 0 kf� B, BE I; D�As I R Nip CR`�p TV I Tl-:-,- OTLET vjttLfs If �I FIRE E-q) -3L, ITH -T] MET'. OR,12y"IDLE4. Z.t A 6" ACCR. UA5 I E: TYPE I SIZE 2RU F macal iB, '. ", N. �i Uri WEE kNO-4 E"Mt PW;t.MNIt Mt4 1/4' mm" I SwjQRI4, WA" ME A I /a P51 xx?i 11071 . IT'Iflal- P014T Of GRADE CHANGE C) 24' NEOPRENE CASKET INVERT ouTmr --Iwpj, BE 4 UIA&M BE V-V ABOVE 12% MAX� SLOPE STRUCILVE KAR FOR CURB NO GUTTER ONLY COYLE PPE _7� ALL: 1,tVM1 Uk OR OUILLY PIPE ME 10 12 3m 0 Ul E_/11' EIIO% RAPI 10it!Ji AOUDR006 TO ASM UJ-2AWAT 5Y, OEftFQEQML AXIMUM INCREASE N,5LOPE AT MINIMUM 10- INTERVALS 4, WALL rRKRAL51 - 4- Lss 101,111, rt, 0 5 o Imm BE". INS E? SIWWfH AS BuE ET PS'Er BUILT CONCURRENTLY 213 No SCALE p OVII-Er P RA� AYES, EMIl, W11414 Q LA14 FOR S1-WALi<_GURR ARID GOTTEN 10-INTERVAL AND FEUR2 tO_pC SE;VMY CONTICCSCIDTO 3 ! MAXIMUM DECT?EASE IN SLOPE FOR FIRST 23* DIA SIBUMU, SECTION C-C B . WAX54I CLOREASE FOR SUCCEEDING WRIMCIA 10� INTERVALS SECTION D-0 t�$4�mnn] SPIL'IfIVAIC14 SPE FICAT 36" CIA 25' CIA Uj ,.VDOT FOMWCE� RECFERENUEN t4l4mmj [6�5'r Flom " BRIDGE STANDARDS STANDARD PAVEMENT EDGEDRAIN STANOARD COMBINATION UNDERDRAIN STANDARD ENTRANCE GUTTER ROAD AND BRIDGE ST UARGS I CL'D. OF WKET O�ROOVE Uj F9AIVIES'EQTION r MET I- Of 2 � PEVIq1;" DATE (AT LOWER,END OF, CUTS) REVISION 0 'E SHEET I OF I 501 'Iff 1 1. 5 z VIRGINIA, DEPARTMENT Of IRAN&ORTATION lot DtPmL-ENI'Cf IKANSFoftymcm 701 VROINIA DEPARTMENT OF TRAINSPORTATICNI 0711 cur 1 11 i i CALI FAVEw"41, 11:10 Or Cur, PAY� ED ELI "EMMM4 5HALL BE CENTEHEO UNDER CURB MOP GUITER uNg G110 INwr-o' AT T 1PI pAnpi SHOULDER OEOW',TLE URARMIE FAIRG; COV 1, v AT rw.� COMBINATION UNDERDRAN CD-rl AT LOWER END OF 'CUTS CENTER LINE SECTION TRAVE LAWS iSJE1_ T,"ERAt 7/ 16SN i FIFE TRENCH PLACEMENT iip.GE�.9f` FAVCIA04T PAY 41 Sce NOTE 051 98 ,-0- SEE; NOTE I PSE TO1 Of' FILL GLASS MEETING 48 457 AUGHEO'kic. WE AE"iREIdENI, AOMEGATIE OR CRU511ED OLA55 weeT14 12 �, i 6i' , i0A?­ :., WvtR,A_, J, fpe i'ma rTfpCA0 GRADATION RE%Aw�cmr. 4�6 69,& PAVED SHOOLDER SECTION CURB AND GUTTER S I ECTION *R CAE E OR PLAN �VIEW IAOIF.:tt#E CHARADE FADI (PLA . CEMENT OF'CD-1 COMBINATION-UNDERDRAIN) OR VA`4EWERT SLRFACE h BASE TLUML OR CL14rif WA&6417 TUERAV TYPE OF PIPE CRUSHING STRENGTH kl]V' NOM. 0 1E_R 1.1031 10.1531 I SMOOTH WALL PE I 1 70 PSI XXX I I TO - )4xx LIMITS F I ' OF Uj ""' OF M ACCES OR FED. U �A-CCESS �ROVle 99 S 01 Z _j j UNPAVED SWP E �"�AYEpftESAaLE d UNPAVED SPACE (4) 1' (25mm) OIA HOLES ON 32 3 BOLT CQ�.(1334mm) 0LA 2' (51,mm) I,ETTERS U, FlANCE I (RECESSED FLUSH) 1 1 . > CESS ROUTE CITE �. W > (2) CLOSED < PEDESTRIAN ACCESS ROUTE DETAIL WITH PICKHOLIES U. WITHOUT UNPAVED SPACE r 1 1/27 N`DPjE'0Q"A`7 M11 M"E�COC'�!WA`FCTT RE' PRE11rOF 1K LIVES L9 I Uj 0 EXISTING OR PROPOSED VDQT R, I_. ""' DUE > 0 WAY. _j UNOBSTRUCTED. SIAHLE. FIRM _T J)f Uj N PE -YRAIT �CE%�. ROUTES FRIUVIUE A U.NENC­ a R N110U[Lp1ME`N1`S'7 A AT CONNECTING ALL ACCESS F ,jAC"EY THAT SC.W Uj AP ROACHED-ENEERED AND co SED BY ME TRIA4 IF ACCESS ROUTS IS ADJACENT 0 ED 8 ACK OF CURB. MIMI WIDTH SEDULD BE 6'. SECTION F-F 0 0 N014t WHEN A PEDESTRIAN ACCUS ROUTE CC-11 CRCISSES A COME UK E TRANCE FHEICROSS SL PE S44L BE 21 FOR A WUflH OF 50FEET, (4) 1, tu..) CIA HOLIO1 DIA 1 1/2' A STREET APPRO IAA 27 J/Z IRADIUS TO BE AS AS MAINLINE R ACH SAVE �IJMFACING GENERAL NOTES (699MMI SHOWN ON p ANSI a OADNAY (SEE'NUTE 31 1. 10NFhECNG?7 DARO cc-,� [38MMI 7- I �ED CONJ NO N STAN iRAMS TO BE AS . THENURV 'FACE11Y% STANIUMI) 13 TO 0 26 1/4- OL46 SHOWN ON PLANS) H ADJUSIED TO MATCH TRE MQUNIAELC CUNU Er'07mm] ��l CG-2 ?g GG-,6 CONFEURAUCIN. J ISM A"Eli Uj 7, SEE STANDARD CG-12 a AAO�OR CURB RAMP DESIGN 10 BE SIDEWALK U= WITH IRIS 5T MD_ (SEE NOTE INIPAYED SPACE to3 FQLpOWNb1NZ 3, VAIMU E PAVEMENT SHALL BE C085MCTED TO THE IT, MT FO , I LI%T" T�AINLINE AV AD ST 7 Ir 0 R C7 REQQRED N 'R , WHU1 BE �Z/z A ASvN EXPAN pH OMITTED IN ThE ENTRAN= TIM] f1cmall DCUNT 4. RIBAL CURB OR CCIAOINATION CLER) AND GUTTER SHALL MOT BE CONSTRUCTED BEYOND THE R1W L E 36, INA < ,NOTE. WIDTH -s- 2,-a, OR As MAIFILIkE ROADWAY E XCEFI FOR REPLACEMENT PURPOSES� IN 0 0 [Gkmmf- 1 1/2' (D SHOWN ON TYF�CAL SECTION- A 13/16. [39-ml PLAN VIEW ENTRANCE NUr TES FRAME SECTION 0 WHEN THE EMT AT' '"C' ARCO 111I 1 4, (51.) LETTFis TURNING REOU11111WERIS DI `ANTICIPATED HEAVY TAU* OREM= FLESH) 0 MAINLINE RQAUWAY SLOPE TffECjTEPE OEM Th FOR SIDENALK k Ord RAMP$ 3 I/e V HIM LWES BE 'O'PARASCLIC CLRVE CENTRAN E ONLI Of THE RADIISHOULU B EDO OF PAVEMEN!_CR I azMAX, v INCAEASEO TO 7'. ISEE CO-13) 13mm 0 U MAL RADIC CHANCE S. PLANS A111 10 NUICAILICkHIN CONSIMUCIUM OF A, FLOW Pg.] OPT 0 FLOW fiA D (SEE LINE �'S REQUIRED To P 'yU POSITIVE DRAINAGE ACROSS 3 13/1w 1 0 22 15/16 MAINLINE ROZWAY - THE ENTRANCE. [97rnml 2 1/5' ax VAX, 0 L THE DESIRABLE ARE MI ENTRANCE CHAD . E CHANCES [54m ORANE CHAI'm �U" ARE LISTED IN THE, ALLOWABLE ENT�qlz GRADE 3/8- ADLE- THESE VALUES ARE Ap [635(nmI D T NOT PLICABLE 10 STREET OF GKT GROOVE f4trm) SECTION )/J-r-W INTERSECTION NOTES F CONUECTIOrM di 11, 51 WN. - M-1. "I [17rnm F4 DA F� CAM VOLT "mm' 0, WHEN CG-IIIS USED FOR RTqElET ONNECT, Ns VIC SEE A$50BLY ;REIE GASkET F4 CONSTRUCT GRAVE CHANGES WITH A PARABOLIC CURVE. CORRECTION MUST BE DESIGNED NICACCORUm WITH (2) WISHR 1/15 X 5/3 X 1 1/2 MI�O FU THE A111.11 IN S RUBBER PAW# 9998 1 046 G, I_ V. E.C. IXAN SPOPPING (2) CORM t2 XJ 1/2 SS SIBM, DIS, L., I 5/a ) OLT HEX 5/a�ll SECTION A - A R IA _ R W PWKBARS I PART# QQ041250 g. OPIONAL FLOWLNE 'JAY REQUIRE WARMING OF A . 24W 1/2' 14 mmi [6mm .54 DIA, STIONLESS STEEL ROD P%WSHR 5/4110 1.50 DD SS 4 PORT ?FEGUTTER TO PROVIDE POSITIVE DI I "I ACROIGN IT INTERSECTION. 1/0* (29mm) DA 0= 113mm nQ01i a 0 LU 2'1 PLAImayl ALLOWABLE ENTRANCE GRADE CHANGES MCKBAR & LOMUG, ROLE DETAIL NO= 2) NUT Ia 5/6-11 ZN KYL.K U) v CRARE.c PARtj OW81204 .X 'RON 100 YCA ULL k VE TMT)G" FRAM OVEN -11 ZN 1. ALL MANHOLES R FILDOOPLAIN OR LOCATM Ut AKEA!S SUBJECT TO PLI)DOING $I A WA T E C BUT H 11;1 11-IllUll ALTMNATIVE DESIGN FOR WATERTIGHT COVERS& IIE CD11111EIR? 1228 JOB NO. P2AKTj G0RX4 MA $/a CONCRI Z% Z0\,ZR$ SHAUL BE FIXET) TO FRAMES V411H Lac 0 LUGS OR 4. AR ASSEMBLY. AD VPD R 1, By DIM PAM# 00123W SECTION C-C TYPICAL WATERTIQHT 41 IS 182157 LOCK LUG ASSEM��Y NOTEP ALLOWAG, E ENTRANCE GRME TABLE IS NOT MANHOLE FRAME & COVER APPLICABLE TO STRIEFT CONNECTIONS N.T.5 FIG P-_6 SCALE SFEC,ECAfi -\VDOT I REFERENCE METHOD OF TREATMENT HO1`1D AND BRUCE STANUMD5 TD-32 N/A f1m (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) DATE 15 YAGINA DEPARTIVENT OF TRANSPORTATION I SHEET NO. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALLWATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STU B-OUT SHALL UNDERGO THE AC,9A LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BYTHE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BYTHE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. _�IPE DEGREE ' BEND DIMENSIONS VOI� TEE AND PLUGS VOL. SIZE OF (FEET) FELT) (30-YD. BENO, L, H T H r 90 2,�O` 2,.9Q 3. 0 1 0.24 45 2i Pg 2,25 2.60 0.15 2 1 00 2;2 2.50 0.15 2 Ii60 MO 2-521 0�1 0 2. 11 1 1.50 �.00 2.50 1 O.10 048 90 21 45� 2.66 2M 2:77 22 1/2 1,65 2�1a� 2.69 0.13 3.16 2.66 0.3z 11, 1/4- 1 "66 2AG 2,67 6.1 d bo. C63 3�e-3 -3.4-2 0,83 1Q, 6� 12, 45 3.�3 �t�o 2.95 0,43 3.8.3 100 2.83, 0.52 !22 1/2 2,33 2;58 2,86 0.24 1 11 114 1.83 2 �1� 1 2-84 1 P-18 `SE�;F MAIERAL tIFE I OR TULAXARADE C EP, 10 ELBOW E r (�;E hf OR �IK STABLItSO HALF PLAN IF ME ESTRIAN ACCESS ROUTES M ARE DENG UP, EED, A MINIMUM 4' TRAVERSABLE 2' 0" M E7 w (72) CORED 1,1 NI PIPE 10 wokmm PROV WIDTH PIPE 15 PE"01 CON N is IS REQUIREU WITH A MAX. 2/ CROSS SLOPE. PIGKBARS EO� I.AGIREIIATE 0 0 Uj THI GROUM*4 GENERAL NOTE! 22441� 1� . I 1/B' PRIMARY) DIRECTION OR WITH, Aaac - , 1"0. or, WAILR DRAINAGE FMK FLOW 1. E �GT BIC CA AFE 51AEASULD., WHEN USED IN CONJUNCTIONACIIIIII �TTANDARU HT A- DR GG_7 E CA I!. -'e. w PARABOLIC CG�3 - � THE CURB F IRS �e I I 1FANI'181D 'jC15ISEGNA,1ff1D TO.VAICH EIE 1 1/2' M T, LE ANO I SMEWAL CURVE RON `6401"'ED 21 IRtNlCJDR&L BE FILLEOW)IR A,Ud&�Arf TJHRCx*RLY IoNt) VmFm 10 HNPA�. K > '27 1/2' EYA OUTLET PIPE ITYPICA) nmss , . " - I I N. Z�. 3 INSURE, q'I *T AND [Z B R ER] ][Ilggrn pIdd-1 To NON -PERFORATED OUTLET PIPE C�JI �FC Pit� TFAVEIL LAC, PAVENIZ NORMAL GUTTER -------- Uj - ----------- ---- SECTION E-E' 7 ,4� Ug�IHNSUIU GRACIE, b%j 26 1/+' OIA: F [178mrpj 4 ON CURB NU5 DO r =111mUL En 26" DIA a rms Ia, TO 10% CHANGE m [667ORTMI t 1/2' FOR 0 kf� B, BE I; D�As I R Nip CR`�p TV I Tl-:-,- OTLET vjttLfs If �I FIRE E-q) -3L, ITH -T] MET'. OR,12y"IDLE4. Z.t A 6" ACCR. UA5 I E: TYPE I SIZE 2RU F macal iB, '. ", N. �i Uri WEE kNO-4 E"Mt PW;t.MNIt Mt4 1/4' mm" I SwjQRI4, WA" ME A I /a P51 xx?i 11071 . IT'Iflal- P014T Of GRADE CHANGE C) 24' NEOPRENE CASKET INVERT ouTmr --Iwpj, BE 4 UIA&M BE V-V ABOVE 12% MAX� SLOPE STRUCILVE KAR FOR CURB NO GUTTER ONLY COYLE PPE _7� ALL: 1,tVM1 Uk OR OUILLY PIPE ME 10 12 3m 0 Ul E_/11' EIIO% RAPI 10it!Ji AOUDR006 TO ASM UJ-2AWAT 5Y, OEftFQEQML AXIMUM INCREASE N,5LOPE AT MINIMUM 10- INTERVALS 4, WALL rRKRAL51 - 4- Lss 101,111, rt, 0 5 o Imm BE". INS E? SIWWfH AS BuE ET PS'Er BUILT CONCURRENTLY 213 No SCALE p OVII-Er P RA� AYES, EMIl, W11414 Q LA14 FOR S1-WALi<_GURR ARID GOTTEN 10-INTERVAL AND FEUR2 tO_pC SE;VMY CONTICCSCIDTO 3 ! MAXIMUM DECT?EASE IN SLOPE FOR FIRST 23* DIA SIBUMU, SECTION C-C B . WAX54I CLOREASE FOR SUCCEEDING WRIMCIA 10� INTERVALS SECTION D-0 t�$4�mnn] SPIL'IfIVAIC14 SPE FICAT 36" CIA 25' CIA Uj ,.VDOT FOMWCE� RECFERENUEN t4l4mmj [6�5'r Flom " BRIDGE STANDARDS STANDARD PAVEMENT EDGEDRAIN STANOARD COMBINATION UNDERDRAIN STANDARD ENTRANCE GUTTER ROAD AND BRIDGE ST UARGS I CL'D. OF WKET O�ROOVE Uj F9AIVIES'EQTION r MET I- Of 2 � PEVIq1;" DATE (AT LOWER,END OF, CUTS) REVISION 0 'E SHEET I OF I 501 'Iff 1 1. 5 z VIRGINIA, DEPARTMENT Of IRAN&ORTATION lot DtPmL-ENI'Cf IKANSFoftymcm 701 VROINIA DEPARTMENT OF TRAINSPORTATICNI 0711 cur 1 11 i i CALI FAVEw"41, 11:10 Or Cur, PAY� ED ELI "EMMM4 5HALL BE CENTEHEO UNDER CURB MOP GUITER uNg G110 INwr-o' AT T 1PI pAnpi SHOULDER OEOW',TLE URARMIE FAIRG; COV 1, v AT rw.� COMBINATION UNDERDRAN CD-rl AT LOWER END OF 'CUTS CENTER LINE SECTION TRAVE LAWS iSJE1_ T,"ERAt 7/ 16SN i FIFE TRENCH PLACEMENT iip.GE�.9f` FAVCIA04T PAY 41 Sce NOTE 051 98 ,-0- SEE; NOTE I PSE TO1 Of' FILL GLASS MEETING 48 457 AUGHEO'kic. WE AE"iREIdENI, AOMEGATIE OR CRU511ED OLA55 weeT14 12 �, i 6i' , i0A?­ :., WvtR,A_, J, fpe i'ma rTfpCA0 GRADATION RE%Aw�cmr. 4�6 69,& PAVED SHOOLDER SECTION CURB AND GUTTER S I ECTION *R CAE E OR PLAN �VIEW IAOIF.:tt#E CHARADE FADI (PLA . CEMENT OF'CD-1 COMBINATION-UNDERDRAIN) OR VA`4EWERT SLRFACE h BASE TLUML OR CL14rif WA&6417 TUERAV TYPE OF PIPE CRUSHING STRENGTH kl]V' NOM. 0 1E_R 1.1031 10.1531 I SMOOTH WALL PE I 1 70 PSI XXX I I TO - )4xx LIMITS F I ' OF Uj ""' OF M ACCES OR FED. U �A-CCESS �ROVle 99 S 01 Z _j j UNPAVED SWP E �"�AYEpftESAaLE d UNPAVED SPACE (4) 1' (25mm) OIA HOLES ON 32 3 BOLT CQ�.(1334mm) 0LA 2' (51,mm) I,ETTERS U, FlANCE I (RECESSED FLUSH) 1 1 . > CESS ROUTE CITE �. W > (2) CLOSED < PEDESTRIAN ACCESS ROUTE DETAIL WITH PICKHOLIES U. WITHOUT UNPAVED SPACE r 1 1/27 N`DPjE'0Q"A`7 M11 M"E�COC'�!WA`FCTT RE' PRE11rOF 1K LIVES L9 I Uj 0 EXISTING OR PROPOSED VDQT R, I_. ""' DUE > 0 WAY. _j UNOBSTRUCTED. SIAHLE. FIRM _T J)f Uj N PE -YRAIT �CE%�. ROUTES FRIUVIUE A U.NENC­ a R N110U[Lp1ME`N1`S'7 A AT CONNECTING ALL ACCESS F ,jAC"EY THAT SC.W Uj AP ROACHED-ENEERED AND co SED BY ME TRIA4 IF ACCESS ROUTS IS ADJACENT 0 ED 8 ACK OF CURB. MIMI WIDTH SEDULD BE 6'. SECTION F-F 0 0 N014t WHEN A PEDESTRIAN ACCUS ROUTE CC-11 CRCISSES A COME UK E TRANCE FHEICROSS SL PE S44L BE 21 FOR A WUflH OF 50FEET, (4) 1, tu..) CIA HOLIO1 DIA 1 1/2' A STREET APPRO IAA 27 J/Z IRADIUS TO BE AS AS MAINLINE R ACH SAVE �IJMFACING GENERAL NOTES (699MMI SHOWN ON p ANSI a OADNAY (SEE'NUTE 31 1. 10NFhECNG?7 DARO cc-,� [38MMI 7- I �ED CONJ NO N STAN iRAMS TO BE AS . THENURV 'FACE11Y% STANIUMI) 13 TO 0 26 1/4- OL46 SHOWN ON PLANS) H ADJUSIED TO MATCH TRE MQUNIAELC CUNU Er'07mm] ��l CG-2 ?g GG-,6 CONFEURAUCIN. J ISM A"Eli Uj 7, SEE STANDARD CG-12 a AAO�OR CURB RAMP DESIGN 10 BE SIDEWALK U= WITH IRIS 5T MD_ (SEE NOTE INIPAYED SPACE to3 FQLpOWNb1NZ 3, VAIMU E PAVEMENT SHALL BE C085MCTED TO THE IT, MT FO , I LI%T" T�AINLINE AV AD ST 7 Ir 0 R C7 REQQRED N 'R , WHU1 BE �Z/z A ASvN EXPAN pH OMITTED IN ThE ENTRAN= TIM] f1cmall DCUNT 4. RIBAL CURB OR CCIAOINATION CLER) AND GUTTER SHALL MOT BE CONSTRUCTED BEYOND THE R1W L E 36, INA < ,NOTE. WIDTH -s- 2,-a, OR As MAIFILIkE ROADWAY E XCEFI FOR REPLACEMENT PURPOSES� IN 0 0 [Gkmmf- 1 1/2' (D SHOWN ON TYF�CAL SECTION- A 13/16. [39-ml PLAN VIEW ENTRANCE NUr TES FRAME SECTION 0 WHEN THE EMT AT' '"C' ARCO 111I 1 4, (51.) LETTFis TURNING REOU11111WERIS DI `ANTICIPATED HEAVY TAU* OREM= FLESH) 0 MAINLINE RQAUWAY SLOPE TffECjTEPE OEM Th FOR SIDENALK k Ord RAMP$ 3 I/e V HIM LWES BE 'O'PARASCLIC CLRVE CENTRAN E ONLI Of THE RADIISHOULU B EDO OF PAVEMEN!_CR I azMAX, v INCAEASEO TO 7'. ISEE CO-13) 13mm 0 U MAL RADIC CHANCE S. PLANS A111 10 NUICAILICkHIN CONSIMUCIUM OF A, FLOW Pg.] OPT 0 FLOW fiA D (SEE LINE �'S REQUIRED To P 'yU POSITIVE DRAINAGE ACROSS 3 13/1w 1 0 22 15/16 MAINLINE ROZWAY - THE ENTRANCE. [97rnml 2 1/5' ax VAX, 0 L THE DESIRABLE ARE MI ENTRANCE CHAD . E CHANCES [54m ORANE CHAI'm �U" ARE LISTED IN THE, ALLOWABLE ENT�qlz GRADE 3/8- ADLE- THESE VALUES ARE Ap [635(nmI D T NOT PLICABLE 10 STREET OF GKT GROOVE f4trm) SECTION )/J-r-W INTERSECTION NOTES F CONUECTIOrM di 11, 51 WN. - M-1. "I [17rnm F4 DA F� CAM VOLT "mm' 0, WHEN CG-IIIS USED FOR RTqElET ONNECT, Ns VIC SEE A$50BLY ;REIE GASkET F4 CONSTRUCT GRAVE CHANGES WITH A PARABOLIC CURVE. CORRECTION MUST BE DESIGNED NICACCORUm WITH (2) WISHR 1/15 X 5/3 X 1 1/2 MI�O FU THE A111.11 IN S RUBBER PAW# 9998 1 046 G, I_ V. E.C. IXAN SPOPPING (2) CORM t2 XJ 1/2 SS SIBM, DIS, L., I 5/a ) OLT HEX 5/a�ll SECTION A - A R IA _ R W PWKBARS I PART# QQ041250 g. OPIONAL FLOWLNE 'JAY REQUIRE WARMING OF A . 24W 1/2' 14 mmi [6mm .54 DIA, STIONLESS STEEL ROD P%WSHR 5/4110 1.50 DD SS 4 PORT ?FEGUTTER TO PROVIDE POSITIVE DI I "I ACROIGN IT INTERSECTION. 1/0* (29mm) DA 0= 113mm nQ01i a 0 LU 2'1 PLAImayl ALLOWABLE ENTRANCE GRADE CHANGES MCKBAR & LOMUG, ROLE DETAIL NO= 2) NUT Ia 5/6-11 ZN KYL.K U) v CRARE.c PARtj OW81204 .X 'RON 100 YCA ULL k VE TMT)G" FRAM OVEN -11 ZN 1. ALL MANHOLES R FILDOOPLAIN OR LOCATM Ut AKEA!S SUBJECT TO PLI)DOING $I A WA T E C BUT H 11;1 11-IllUll ALTMNATIVE DESIGN FOR WATERTIGHT COVERS& IIE CD11111EIR? 1228 JOB NO. P2AKTj G0RX4 MA $/a CONCRI Z% Z0\,ZR$ SHAUL BE FIXET) TO FRAMES V411H Lac 0 LUGS OR 4. AR ASSEMBLY. AD VPD R 1, By DIM PAM# 00123W SECTION C-C TYPICAL WATERTIQHT 41 IS 182157 LOCK LUG ASSEM��Y NOTEP ALLOWAG, E ENTRANCE GRME TABLE IS NOT MANHOLE FRAME & COVER APPLICABLE TO STRIEFT CONNECTIONS N.T.5 FIG P-_6 SCALE SFEC,ECAfi -\VDOT I REFERENCE METHOD OF TREATMENT HO1`1D AND BRUCE STANUMD5 TD-32 N/A f1m (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) DATE 15 YAGINA DEPARTIVENT OF TRANSPORTATION I SHEET NO. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALLWATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STU B-OUT SHALL UNDERGO THE AC,9A LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BYTHE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BYTHE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. LIMITS F I ' OF Uj ""' OF M ACCES OR FED. U �A-CCESS �ROVle 99 S 01 Z _j j UNPAVED SWP E �"�AYEpftESAaLE d UNPAVED SPACE (4) 1' (25mm) OIA HOLES ON 32 3 BOLT CQ�.(1334mm) 0LA 2' (51,mm) I,ETTERS U, FlANCE I (RECESSED FLUSH) 1 1 . > CESS ROUTE CITE �. W > (2) CLOSED < PEDESTRIAN ACCESS ROUTE DETAIL WITH PICKHOLIES U. WITHOUT UNPAVED SPACE r 1 1/27 N`DPjE'0Q"A`7 M11 M"E�COC'�!WA`FCTT RE' PRE11rOF 1K LIVES L9 I Uj 0 EXISTING OR PROPOSED VDQT R, I_. ""' DUE > 0 WAY. _j UNOBSTRUCTED. SIAHLE. FIRM _T J)f Uj N PE -YRAIT �CE%�. ROUTES FRIUVIUE A U.NENC­ a R N110U[Lp1ME`N1`S'7 A AT CONNECTING ALL ACCESS F ,jAC"EY THAT SC.W Uj AP ROACHED-ENEERED AND co SED BY ME TRIA4 IF ACCESS ROUTS IS ADJACENT 0 ED 8 ACK OF CURB. MIMI WIDTH SEDULD BE 6'. SECTION F-F 0 0 N014t WHEN A PEDESTRIAN ACCUS ROUTE CC-11 CRCISSES A COME UK E TRANCE FHEICROSS SL PE S44L BE 21 FOR A WUflH OF 50FEET, (4) 1, tu..) CIA HOLIO1 DIA 1 1/2' A STREET APPRO IAA 27 J/Z IRADIUS TO BE AS AS MAINLINE R ACH SAVE �IJMFACING GENERAL NOTES (699MMI SHOWN ON p ANSI a OADNAY (SEE'NUTE 31 1. 10NFhECNG?7 DARO cc-,� [38MMI 7- I �ED CONJ NO N STAN iRAMS TO BE AS . THENURV 'FACE11Y% STANIUMI) 13 TO 0 26 1/4- OL46 SHOWN ON PLANS) H ADJUSIED TO MATCH TRE MQUNIAELC CUNU Er'07mm] ��l CG-2 ?g GG-,6 CONFEURAUCIN. J ISM A"Eli Uj 7, SEE STANDARD CG-12 a AAO�OR CURB RAMP DESIGN 10 BE SIDEWALK U= WITH IRIS 5T MD_ (SEE NOTE INIPAYED SPACE to3 FQLpOWNb1NZ 3, VAIMU E PAVEMENT SHALL BE C085MCTED TO THE IT, MT FO , I LI%T" T�AINLINE AV AD ST 7 Ir 0 R C7 REQQRED N 'R , WHU1 BE �Z/z A ASvN EXPAN pH OMITTED IN ThE ENTRAN= TIM] f1cmall DCUNT 4. RIBAL CURB OR CCIAOINATION CLER) AND GUTTER SHALL MOT BE CONSTRUCTED BEYOND THE R1W L E 36, INA < ,NOTE. WIDTH -s- 2,-a, OR As MAIFILIkE ROADWAY E XCEFI FOR REPLACEMENT PURPOSES� IN 0 0 [Gkmmf- 1 1/2' (D SHOWN ON TYF�CAL SECTION- A 13/16. [39-ml PLAN VIEW ENTRANCE NUr TES FRAME SECTION 0 WHEN THE EMT AT' '"C' ARCO 111I 1 4, (51.) LETTFis TURNING REOU11111WERIS DI `ANTICIPATED HEAVY TAU* OREM= FLESH) 0 MAINLINE RQAUWAY SLOPE TffECjTEPE OEM Th FOR SIDENALK k Ord RAMP$ 3 I/e V HIM LWES BE 'O'PARASCLIC CLRVE CENTRAN E ONLI Of THE RADIISHOULU B EDO OF PAVEMEN!_CR I azMAX, v INCAEASEO TO 7'. ISEE CO-13) 13mm 0 U MAL RADIC CHANCE S. PLANS A111 10 NUICAILICkHIN CONSIMUCIUM OF A, FLOW Pg.] OPT 0 FLOW fiA D (SEE LINE �'S REQUIRED To P 'yU POSITIVE DRAINAGE ACROSS 3 13/1w 1 0 22 15/16 MAINLINE ROZWAY - THE ENTRANCE. [97rnml 2 1/5' ax VAX, 0 L THE DESIRABLE ARE MI ENTRANCE CHAD . E CHANCES [54m ORANE CHAI'm �U" ARE LISTED IN THE, ALLOWABLE ENT�qlz GRADE 3/8- ADLE- THESE VALUES ARE Ap [635(nmI D T NOT PLICABLE 10 STREET OF GKT GROOVE f4trm) SECTION )/J-r-W INTERSECTION NOTES F CONUECTIOrM di 11, 51 WN. - M-1. "I [17rnm F4 DA F� CAM VOLT "mm' 0, WHEN CG-IIIS USED FOR RTqElET ONNECT, Ns VIC SEE A$50BLY ;REIE GASkET F4 CONSTRUCT GRAVE CHANGES WITH A PARABOLIC CURVE. CORRECTION MUST BE DESIGNED NICACCORUm WITH (2) WISHR 1/15 X 5/3 X 1 1/2 MI�O FU THE A111.11 IN S RUBBER PAW# 9998 1 046 G, I_ V. E.C. IXAN SPOPPING (2) CORM t2 XJ 1/2 SS SIBM, DIS, L., I 5/a ) OLT HEX 5/a�ll SECTION A - A R IA _ R W PWKBARS I PART# QQ041250 g. OPIONAL FLOWLNE 'JAY REQUIRE WARMING OF A . 24W 1/2' 14 mmi [6mm .54 DIA, STIONLESS STEEL ROD P%WSHR 5/4110 1.50 DD SS 4 PORT ?FEGUTTER TO PROVIDE POSITIVE DI I "I ACROIGN IT INTERSECTION. 1/0* (29mm) DA 0= 113mm nQ01i a 0 LU 2'1 PLAImayl ALLOWABLE ENTRANCE GRADE CHANGES MCKBAR & LOMUG, ROLE DETAIL NO= 2) NUT Ia 5/6-11 ZN KYL.K U) v CRARE.c PARtj OW81204 .X 'RON 100 YCA ULL k VE TMT)G" FRAM OVEN -11 ZN 1. ALL MANHOLES R FILDOOPLAIN OR LOCATM Ut AKEA!S SUBJECT TO PLI)DOING $I A WA T E C BUT H 11;1 11-IllUll ALTMNATIVE DESIGN FOR WATERTIGHT COVERS& IIE CD11111EIR? 1228 JOB NO. P2AKTj G0RX4 MA $/a CONCRI Z% Z0\,ZR$ SHAUL BE FIXET) TO FRAMES V411H Lac 0 LUGS OR 4. AR ASSEMBLY. AD VPD R 1, By DIM PAM# 00123W SECTION C-C TYPICAL WATERTIQHT 41 IS 182157 LOCK LUG ASSEM��Y NOTEP ALLOWAG, E ENTRANCE GRME TABLE IS NOT MANHOLE FRAME & COVER APPLICABLE TO STRIEFT CONNECTIONS N.T.5 FIG P-_6 SCALE SFEC,ECAfi -\VDOT I REFERENCE METHOD OF TREATMENT HO1`1D AND BRUCE STANUMD5 TD-32 N/A f1m (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) DATE 15 YAGINA DEPARTIVENT OF TRANSPORTATION I SHEET NO. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALLWATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STU B-OUT SHALL UNDERGO THE AC,9A LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BYTHE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BYTHE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALLWATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STU B-OUT SHALL UNDERGO THE AC,9A LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BYTHE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BYTHE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. N-- I-01 PLAT Structure Area (Acivs) Cw t, (M ill.) 1 0.18 0.75 6.0 23 0.17 0.75 6.0 0.06 0.75 6.0 0.10 0.75 6.0 6.3 0.74 0.50 10.0 0.17 0.65 6.0 83 0.19 0.75 6.0 I ) 0.11 0.75 6.o I(B 0.30 0.75 6.0 12 0.05 0.90 5.0 14 0.22 0.75 6.0 1 15 0.07 0.65 6.0 I 6B 0.14 0.75 6.0 13 0.18 0.75 6.0 2) 0.09 0.75 6.0 22 0.07 0.75 6.0 24 0.05 0.90 5.0 25 0.12 0.75 6.0 23 0.12 0.65 6.0 0.16 0.65 6.0 AB 0.18 0.75 6.0 3 2 0.14 0.65 6.0 K B 0.16 0.75 6.0 0.10 0.75 6.0 0.09 0.75 6.0 4) 0.14 0.80 6.0 42 0.15 0.80 6.0 44 0.24 0.65 8.0 45 0.06 0.75 6.0 43 0.15 0.65 7.0 5) 0.18 0.75 6.0 52 0.24 0.75 6.0 54 0.52 0.65 6.o 55 0.13 0.65 6.0 5(B 0.18 0.65 6.0 53 0.11 0.75 6.0 5M 2.46 0.35 14.0 6) 0.10 0.75 6.0 62 0.13 0.75 6.0 6 53 0.11 0.75 6.0 H 0.02 0.90 5.0 7) 0.21 0.75 6.0 72 0.00 0.90 5.0 74 0.00 0.90 5.0 75 0.10 0.75 6.0 73 0.00 0.90 5.0 8) 0.12 0.75 6.0 82 0.14 0.65 5.0 84 0.14 0.65 5.0 9) 0.20 0.65 6.0 92 0.11 0.65 6.0 IN 94 0.12 0.65 6.0 95 0.95 0.50 8.0 102 0.42 0.65 6.0 106 1.00 0.90 5.0 1� 112 3.52 0.40 14.0 1 4 1.06 0.50 11.0 yD1 0.11 0.50 6.0 YD2 0.12 0.30 7.0 YD3 0.04 0.50 6.0 YD4 1.64 0.55 15.0 YD4A 1.64 0.55 15.0 YD5 0.08 0.35 6.0 Yf)6 0.21 0.45 6.o YID7B 0.19 0.35 6.0 YD7C 0.09 0.35 6.0 YD7D 0.06 0.35 6.0 YWE 0.06 0.35 6.0 yf)8 0.09 0.35 6.0 Y108B 0.24 0.40 6.0 YDSC 0.08 0.30 6.0 YD9 0.04 0.30 6.0 YE110 0.19 0.40 6.0 YD OA 0.08 0.40 6.0 YL 11 0.00 0.90 5.0 YD 1A 0.04 0.50 6.0 YD 2A 0,41 0.30 9.0 YD 2B 0.36 0.35 9.0 YD 3A 0.04 0.30 6.0 YD 3B 0.10 0.35 6.0 YD 3C 0.09 0.40 6.0 YD 3E 0.08 0.40 6.0 YD 3G 0.06 0.50 6.0 YD 3H 0.11 0.40 6.0 YD131 0.09 0.35 6.0 YD, 3K 0.12 0.45 6.0 YD M 0.08 0.60 6.0 YDI 3fv1 0.04 0.60 6.0 YD 3N 0.01 0_30 5.0 Y'D. 30 0.08 0.35 6.0 YD 3 P 0.30 0.30 6.0 YF 14 0.09 0.30 6.0 YE 15 0.10 0.35 6.0 YDI 5A 0.05 0.50 6.0 YD.5B 0.06 0.30 6.0 YD 5C 0.09 0.50 6.0 YD 5D 0.04 0.50 6.0 YD 5F 0.04 0.50 6.0 YD 6A 0.22 0.40 6.0 YD 6C 1.28 0.35 12.0 YD 6D 0.21 0.35 12.0 YD1 5D] 1.25 0.35 12.0 YD.6E 0.64 0.35 12.0 YD.6F 0.15 0.50 8.0 RO Ft 0.05 0.90 5.0 ROOF2 0.05 0.90 5.0 ROOD 0.04 0.90 5.0 R00F4 0.04 0.90 5.0 ROOF5 0.04 0.90 5.0 ROOF6 0.04 0.90 5.0 ROOF7 0.04 0.90 5.0 ROW8 0.04 0.90 5.0 ROOF9 0.06 0.90 5.0 R00F10 0.05 0.90 5.0 ROOM 0.10 0.90 5.0 ROC F 12 0.10 0.90 5.0 R(K F 13 0.07 0.90 5.0 ROCF14 0.04 0.90 5.0 ROCF16 0.07 0.90 5.0 Roc F Is 0.09 0.90 5.0 --------------------- ---------- ----------- ------------- --------------------------- --------------- ------- ------------- Al -------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - ------- ----- ------- ----- ------------- -- - -------- I --------------- ---------- Ilk ------------ 9. 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BENCH MARN-_ Ali r IUSE-SIRINE 4, l ION 105 4882993.340 D.B. 4711 P 02 F31 1�4 D. .4473 PLAT D.B.440 P898 PLAT __tLE ---------- ?H 40� t 14 ------------ --------------- -------------- -- ---------------- ----------- !WOUT Aprox. 10' VEPCO E t. ---------- ------------ - ------- 1).6.462 P.1 16 D.B.288 P.60 IE)OROTHYELHUNT ------------ JMPW21" NIX 60,1 0-13 , WA9 P. ea. DJ3.1717 P.31 0 30 6`0 240 tl IN, P.M 227PLAT si �E -------------- ------- IN, 1N FEET IN, % inch = 60 f L. YARD D F?AINAGE DESCRIPTIONS PIPE 1NI` ORMATION INLET INFORMATION STR. NO. DIAN. (in.) LENGTW H` (IL) SLOP 5 L 0 P rz (11,) IN ERT I 1 N INVERT OUT MATERIAL INLETTYPE RIM ELEVATION YDI 12" Yard Inlet 534.00 8 23.0044.3,115% 5 0.0o 52g.00 HOPE - YD2 15" Yard Inlet 539.50 a 23.75 3-16% 5:35.00 534.25 HOPE YD3 12" Yard Inlet 544.00 8 15.25 1.641A 510.00 539.75 HOPE I YLA 30" at Inlet - Dome rup 555.67 1 15 41.00 285% M. 17 549.00 HOPE YD4A 30" Yard Inlet - Dome Top 555-75 12 4.00 8.25% 40.50 550.17 HOPE yl)5 12" Clearout 577.25 8 20.50 3.66% 5'4.25 573.50 HOPE YD6 16'Yard Inlet 591.83 8 31.25 3.20% 586.67 585.67 HOPE I YD7C 12" Yard Inlet 619.00 8 615.00 614.25 HOPE YD713 12" Yard Inlet 617.50 8 611-5 1 v 14.00 HOPE t 61800 0 fa.fu 9.49% 6 HOPE YD7 12" Cleanout 61l.00 8 22.75 14.29% 6)7.00 1 603.75 HOPE 8 411, 1 1-WA -1- ­v- 1­1 YD7D 12" Yard Inlet 625.00 8 27.76 615.00 HOPE Y08c 12" Yard Inlet 62,383 8 1 38.75 8.18% 619.17 616.00 HOPE YD813 12" Yard Inlet 618.83 8 60.75 0.82% 616.00 615.60 HOPE YD8A IZ'Cleanout 62000 a 2 Y08 12" Yard Inlet 618.50 8 73.5a 14.73% 6 i4.83 604.00 HOPE Y09 8 32.50 U-77% 6 14.25 604,00 HOPE YD10A 12" Yard Inlet 549.50 a 92.50 3.781% 5 15.51) 542.00 HOPE YD10 12" Yard Inlet 546.00 3 43.50 1.72% 51200 541.25 HOPE ____�Dl _1A 12" Yard Inlet 53800 8 19.75 0. 867. 5 W.50 534.33 HOPE YD11 12" Cleanout 539.00 8 7.50 6.67% 5 A.33 533.83 HOPE YD12A 12" Yard Inlet 568.67 8 15.75 1.08% 5�5.50 566.33 HOPE YD12 12" Cleanout 567.50 8 94.00 1.41 V, 565.33 564.00 HOPE YD125 12" Yard Inlet 570.33 8 20.50 1 4.88% 5�6.33 565.33 1 HOPE YD131 12" Yard Inlet 597.00 8 41.50 13.66% 592.50 586.83 HOPE 12" Yard Inlet 589.50 8 30.25 0.53% 586.83 586.67 HOPE YD13G 12" Yard Inlet 590.33 a 49.00 069% 586.67 586.33 HOPE YD13F 1Z'Cleanout 593.50 8 750 0.68% 5V6.33 666.17 HOPE YD13E 14 1 aid Inlet 59200 5:80.17 586.00 HOPE 12" Cleanout 595-00 8 69.00 2.54-14 HOPE YDI� IZ TLUU 1111UL Ww.uv % HOPE 12" Yard Inlet 586.00 8 35-50 1 16.20% 6'8.75 673.00 HOPE YD13A 12" Yard Inlet 57600 iz W.It) J.4JY, 03.00 57235 HOPE YD13 12" Cluariout 577.25 Ile 36.00 0.69 HOPE YD13M 12" Yard Inlet 603.00 9,75 HOPE YD13L 12" Yard Inlet 607.00 a 90.75 U.55% 5!)9.75 599.25 HOPE 12" Yard Inlet C07-75 0 14.50 15.52% 5D9.25 597.00 HOPE 1Z'Cleariout 601.00 8 1 35.50 18.31% 5�2_00 535.50 HOPE YD 13N 12" Yard Inlet 623.00 60.00 YD13P 15" Yard Inlet - Dome Top 604.92 0. uu HOPE YD130 12" Yard Inlet 589.75 8 35.00 19.29% 580.00 573,25 HOPE YD14 12" Yard Inlet 608.00 a 605.25 0.031% SID5,50 605.33 HOPE YD15B 12" Yard Inlet 571.00 YD15A 12" Yard Inlet 566.00 8 67.50 1. 97 % 5 i8.33 657.00 HOPE YD15 12" Yard Inlet 561-00 8 15.25 3.28% 5P7.00 556.50 HOPE YD15D 12" Yard Inlet 561.92 8 71.26 0. 59% 5 59.25 56&83 HOPE YD15C ------ 5 58.83 558.33 HOPE I 12" Yard Inlet 8 HOPE ru- 30" Yard Inlet - Dome Top 547.33 12 542.75 HOPE YD16 24" Cleanout 650.25 12 8.75 5.71% 514.50 534.00 HOPE YD16C 30" Yard Inlet 554.00 12 44.00 3.41 % 5�0.60 649�00 HOPE YD16B 12" Cleanout 554.25 12 81.00 3.70% 1 619.00 546.00 HOPE I 30" Yard Inlet 557.00 8 34.33 _3_ .41 % 653.00 65183 HOPE YD16D 30" Yard Inlet 555.83 8 21.V 8.38% 651.83 660.00 HOPE YWOF 30" Yard Inlet 563.67 8 39.50 3.66% 5�59.67 556.25 HOPE YD16F 30" Yard Inlet 560m a 74.67 1.67% 556.25 555.00 HOPE ROOF12A 12" Cleanout 559.75 8 500 1.600/c 5155.00 66492 DPE _r!TE 12" Cleanout 559.42 1 2075 443. 5 �4.92 1554.00 HOPE �A� A SIC LINS Lie. No. 035791.1c, 09/25/2 1 �_A, A) " �iSNVAL vtx U) L LIJ L 0 0 u L 11.11 L LU L U (n ED C _j Lu U) < ce r LU L CL r U) uj > > (A L > IM ULI L Ce z 0 In L 1­11 1­ uj I ci� r M CD C) C:) C) ­4 rq r4 rq Lu Ln r-4 , I Ln -A CD CD C:) C:) 11e ion Year• 16 I'mierh Srninebill Job 4: 182157 Yrenared bv: AML. FL: Design Sturm Year = 10 POINT IX)WNSTRF.AM STWICTURF. DRAIN ARFA RUNOFF COFFF'- CA INI,PT I'IMF.. RAIN FAI.1, RUNOFF' Q INVF:Ri I4LF:VA'IIONS LFNCTIH SLOPE: DIA CAI) CITY VFL FLOW IiMh: [NCR ACCIIM ACRES C MIN MIN G.F.S. UPPER LOWER FEL-1 FT./FT. IlTC:II:S C.F.S. F.P.S. SEC 36 O.IU 0.75 0.08 0.08 6.U0 6.35 0.5 34 621.92 621.10 15959 0.(x)51 15 4.6 2.4 67.1 34 0.00 0.90 0.00 0.53 9.96 538 2 32 621.00 619.33 74.04 0.0226 15 9.7 6.9 10.8 32 0.14 0.65 0.09 0.74 10.14 5.34 4.0 30 619.00 fAS.(x) 131.17 0.I007 IS 21.1 13.1 10.0 30 0.I6 0.65 O.10 L(72 10.31 5.31 5.4 2g 604.00 602.10 37.02 0.0513 15 14.6 11.0 3,1 28 0.12 0.65 0.08 1.23 10.36 5.30 6.5 26 W2.00 (A)1,75 15.67 0.0160 15 8.2 7.4 2.1 26 0.12 0.75 0.09 136 10.40 5.29 7.2 2.4 601.33 600.10 49.86 0.0247 15 10.2 9.0 5.6 24 0.05 0.90 0.05 1.75 10.49 5.27 9.2 22 W0.00 596.(X) 55.62 0.0719 15 173 142 3.9 22 0.07 0.75 0.05 1 _80 10.56 5.26 95 20 592.W 584.33 99.58 0.0779 15 18.0 14.8 6.7 20 0.09 0.75 0.07 1.96 10.67 5.24 10.3 18 582.75 58150 38.02 0,0329 15 11.7 10.8 3.5 Is 0.18 0.75 0.14 2.10 10.73 5.23 11.0 16 577.83 572.50 75.76 0.0704 15 17.1 14.9 5.1 16 0.07 O.C;5 0.05 2.37 10.81 5.21 12.3 14 569.75 56950 27.79 0.0090 24 21.5 TO 3.9 l4 022 0.75 0.17 253 10.88 520 13.2 12 568.75 565.92 44.70 0.0633 24 56.9 14.6 1.1 12 0.05 0.90 0.05 2.58 10.93 5.1'9 13.4 10 559.00I 551.42 12C1.50 0.0629 24 SE.i.7 14.8 8.2 10 0.11 0.75 0.08 5.13 21.85 3.80 19.5 8 545.00 538.75 13135 0.0476 24 49.4 14.7 8.9 8 0.17 0.65 0-11 5.41 22.00 3.78 20.5 6 533.00 531.67 66.86 0.0199 24 319 10.8 6.2 6 0.10 0.75 0.08 7.69 22.10 3.77 29.0 4 530.17 529.10 Cr4.02 0.0167 24 292 10.6 6.0 4 0.06 0.75 (1.05 850 22:<I 3.77 32.0 2 529.00 527.60 69.03 0.0203 24 32.2 11.7 5.9 2 0.75 0.25 8.90 22.30 3.76 33.4 SWM rO.[ 52750 527.25 30.99 0.0081 30 36.9 8.5 3.6 2B 0.75 0.10 0.10 6.00 6.35 0.6 2 529.17 528.42 45.13 0.0166 15 8.3 3.9 11.5 6B 0.74 0.50 0.37 0.37 10.00 5.37 2.0 6 534.00 532.92 37.95 0.0285 15 10.9 6.6 5.7 kF3 0.19 0.75 0.14 0.16 6.09 6.32 1.0 g 537.25 536.75 35.22 0.0142 15 7.7 4.3 8.2 1013 0.30 1 0.75 0.23 0.23 6.(X) 1 6.35 1.4 10 549.50 549.33 27.68 0,0063 1 15 5.1 3.6 7.7 16B 0.14 0.75 0.11 0.22 6.06 6.33 1.4 16 572.75 572.42 14.72 0.0224 15 9.7 55 2.7 30B 0.18 0.75 0.14 0.14 6.00 6.35 0.9 30 (A)492 W4.10 28.62 0.02k6 15 10.9 5.1 5.6 32B 0.16 0.75 0.12 O. L, 6.(X) 6.35 0.8 32 619.75 61933 27.72 0.0152 l5 8.0 40 6.9 44 0,24 0.65 0.16 0.16 8.00 5.81 0.9 42 637.50 635.60 186.10 0.0102 15 1 6.5 3.7 50.0 42 0.15 0.80 0.12 0.28 8.83 5.62 1.6 40 635.50 632.93 178.91 0.0144 15 1 7.9 4.9 36.i 40 0.14 o.80 0.11 0.39 9.44 i.49 2.1 38 63283 628.10 174.25 0.0271 15 10.6 6.7 25.9 38 0.09 0.75 0.07 0.46 9.87 540 2.5 34 628.00 626.(X) =1­424 0.0452 15 13.7 8.4 5.3 48 0.15 0.65 0.10 0.29 7.W 6.07 1.7 46 6024I2 (02. 10 4E,.R3 0.W68 15 5.3 3.9 12.1 46 0.06 0.75 0.05 0.34 7.20 6.01 2.1 2.4 602.00 600.10 54.77 0.0347 15 12.0 7.2 7.6 54 052 0.65 0.34 0.45 6.51 6.20 2.8 i2 53858 538.10 45.67 0.0105 15 6.6 5.1 8.9 52 0.24 0.75 0.18 0.63 6.66 6.16 3.9i(Y 538.00 533.10 131.98 j U.W71 15 12.4 k.9 14.8 50 0.18 0.75 0.14 0.76 6.91 6.09 4.6 4 533.00 530.50 39.24 1 0.0637 15 1 16.3 11.4 3.5 66 0.11 0.75 0.08 0.13 6.(x) 6.35 0.8 (4 58950 568.77 184.89 0.1121 15 21.6 83 22.2 64 0.00 0.90 0.00 0.36 6.37 0,24 2.2 62 568.67 557.52 106.03 0.1052 15 21.0 11.1 9.5 62 0.13 0.75 0.10 0.49 6.53 620 3.0 630 557.42 544.02 107.75 0.1244 15 22.8 12.7 k.5 60 0.10 0.75 0.08 0.60 6.67 6. 16 3.7 58 543.92 534.17 106.81 0.0913 15 19.5 12.1 8.8 58 ().11 0.75 0.09 1.58 14.12 4.07 7.4 i63 533.42 531.(2 4829 O.W97 15 14.4 11.7 4.1 56 0.13 (LGS 0.(f8 1.80 14.19 4.CEi 8.4 6 530.92 530.'27 12(J.02 0.0054 24 16i.6 5.3 22.7 56B 0.18 0.65 0.12 0.12 6.00 6.35 0.7 56 531.25 531,02 43.70 0.0053 15 1 4.7 2.7 15.1 58R 2.46 035 0.86 0.96 14.00 4.69 4.0 58 533.75 53352 34.13 0.0067 li 53 4.7 7.2 70 0.21 0.75 0.16 Q21 6.00 6.35 13 68 571.17 570.27 28.48 0.0316 15 115 6.2 4.6 68 0.02 0.90 0.02 0.23 6.08 f.;.33 1S 6;.4 570.17 568.77 15.79 0.0317 15 1 Li 6.3 2.5 84 0.14 0.65 0.09 0.09 5.00 6.67 0.6 82 552.50 552.35 29.91 0.0052 15 4.7 2.6 11.1 82 0.14 0.65 0.09 0.57 12.29 4.95 2.8 80 55225 549.18 1 96.83 0.0317 15 11.5 7.7 12.6 80 0.12 0.75 0.09 0.66 12.49 4.92 3.3 78 549.08 548.85 44.75 0.0051 1 15 4.6 4.1 11.0 79 0.00 0.90 0.00 0.66 1'2.68 4.89 3.3 76 548.75 548.35 77.99 0.(x)51 15 4.6 4.1 19.2 76 0. W 0.75 0.08 1.34 13.00 4.84 6.5 74 548.25 548.02 1 43.90 0.0052 18 T 4.8 9.1 74 0.00 0.90 0.00 1.34 13.15 4.81 6.i 72 547.92 547.60 56.81 0.0056 is 7.9 5.0 11.4 72 U.(() 0.9().5 134 13.34 4.78 6.5SWM 547.50 547.33 19.97 O.W86 18 9.7 5.9 3.4 94 0.12 0.65 0.08 0.67 21.16 3.8 6 2.6 92 57050 56267 85.75 0.0913 15 19.5 10.9 7.9 92 0.11 0.65 0.07 1.06 21.29 3.85 4.1 90 560.25 560.02 37.69 0.0061 15 5.0 4.6 8.3 90 0.20 0.65 0.13 1.19 21.43 3.83 4.5 88 559.92 55752 75.94 0.0316 15 115 8.7 8.7 kk 0.(xi 0.90 0.00 1.19 215k 3.k2 45 SWM 557.42 55650 75.70 0.0122 15 7.1 6.1 12.4 9k 0,38 0.60 0.23 023 7.(X) 6.07 1.4 96 541.00 532.27 184.21 0.0474 15 14.1 7.3 25.4 96 0.45 0.50 023 0.45 7.42 5.96 2.7 SWNi 532-17 532.(X) 3057 0.0056 15 4.9 4.0 7.6 106 1.(x) 0.90 0.90 0.90 5.00 6.67 6.0 104 523.97 523.19 116.83 0.0067 36 54.6 5.0 23.2 104 0.19 0.70 0.13 1.03 6.00 6.3i 6.6 102 523.09 522.24 114.36 0.0074 36 57.4 5.3 21.7 102 0.36 0.65 0.23 2_63 14.10 4.67 12.3 0U'1 52114 521.75 59.67 0.0U66 42 81.7 6.1 9.8 112 3.40 0.40 1.36 1.36 14.00 4.69 6.4 102 522.50 522.24 32.80 0.(X)79 24 20.1 5.6 5.8 ll4 1.03 0.50 052 0.52 1 11.00 1 5.18 2.7 0(111 521.58 1 521.(X) 1 57.45 1 0.0101 15 6.5 5.O 1I5 Design Sturm Year= 10 POINT 1X)4b'NS'1'RLAM STRiJCIURL'. DRAIN ARLA RUNOFF COLT+F. CA 1NLAi1 TIME RAIN FALL RIJNOI'1' Q INVL[:1' LLLVA'1'lONS LLNU'1'II SL6 )YL llIA CAYA- CITY VLL E W. 1 L ) T1ML; 1NCR AGCIJM ACRES C NllN MIN C.1.S. UPPER LOWER Y1SL 1' 1`1'J1"1'. iNC11L5 C.1+.5. F.Y.S. SLC YD I 0.11 0.50 0.06 006 6.00 6.35 0.3 2 i30.00 529.00 2125 0.W71 8 2.8 5.4 3.9 Yll2 0.12 0.30 0.04 O.CW ZOO 0.07 0.2 6 535.0Q 334.23 23.75 0.0316 R 23 4.1 5.8 YD3 0.040.50 0.02 0.02 6.00 6.35 0.1 RFI 5=10.00 1 539.75 1525 0.0164 R 1.7 2.8 55 YD4 1.64 055 0 90 2.25 21.79 3.80 65 lU i50.17 549.00 41.0() 0.0285 15 11.8 9.8 42 YD4A 1.64 055 0.90 0.90 15.00 4.35 1 4.1 Yll4 SSO.SU 550.17 4.00 0.0825 12 11.1 13.0 0.3 YD5 0.03 0.35 0.03 0.07 6.00 6.35 1 U.5 16R 1 574.25 373.50 20.50 0.0366 R 2.3 55 3.8 YD6 0.21 0.45 0.09 0.09 6,00 6.35 0.6 20 386.67 585.67 3123 0A320 R 2.3 YD7C 0.09 035 0.03 0.03 600 1 6.35 0.2 YD713 615.00 61425 12.75 0.0175 8 1.7 3.2 13.2 YD7R 0.19 035 0.07 0.10 622 6.29 0.6 YD7A 614.25 614.W 23.50 0.0106 8 1A 3.8 6.2 YD7A aw 0.90 0.00 014 6.32 626 0.9 YD7 614.00 1 607.00 7.1.75 0.0949 8 4.0 1 9.1 1 8.1 YD7 0.00 0.90 0.00 0.14 6.116 6.22 0.9 29 1 607.00 603.75 1 22.75 0.1429 R 4.9 10.6 2.1 Yll7L 0.06 0.35 0.02 0.02 6.00 635 0.1 YD7D 623.83 620Sx) 41.73 0.1196 R 4.9 6.0 7.0 YD7ll 0.06 0.35 0.02 0.04 6.12 6.32 0.3 YD7A 620.00 615.00 27.73 0.1902 R 5.6 7.9 35 YDRC 0.08 0.30 Q.D2 0.02 6.00 6.35 02 YDBB 619.17 616.W 38.7i 0.0918 8 3.7 5.1 7.6 YDRB 0.241 0.40 0.10 0.12 6.13 6.31 0.9 Yll8A 6I6.W 615.50 60.75 0.0082 8 1.2 3.6 16.8 YDRA 0.00 0.90 0_00 0.12 6.41 6.23 0.8 Yll8 ' 0 614.83 2625 0.0255 8 2.1 5.5 4.8 YD8 0.09 0.3i 0.03 0.15 6.49 6.21 0.9 4R 614.R.; 604.QQ 73.50 0.1473 R 5.0 11.0 1 6.7 YD9 0.04 0.30 0.01 0.01 6.00 6.35 0.1 46; 604.25 604.00 3250 0.0077 R 1.1 1.9 17.7 YDIOA 0.08 0.40 0-03 0.03 6,00 635 02 YDIO 545.50 542.QU 92.50 0.0378 S 2.5 4.4 21.3 YD10 0.19 0.40 0.08 0.11 6.35 6.25 0.7 54 i42.00 i41.25 43.50 0.0172 8 1.7 4.6 9.5 YDi IA 0.04 0.50 0.02 0.02 6.(X) 6.35 1 0.1 iT)II i3450 534..33 19.75 O.QQR6 R 12 22 9.0 YD11 0.00 0.90 0.00 0.02 6.15 6.31 0.1 56 534.33 533.8.3 7.30 0.0667 R .1.4 4.6 1.6 YD12A 0.41 0.30 0.12 0.12 9.O(.) 5.58 �0.7 YD 12 56550 565.33 15.75 0.0108 R 1.4 3.9 4.0 YD12 O.W 0.90 0.00 0.25 9.07 557 1.4 92 565.33 564.W 94.00 0.0141 8 1.6 5.0 18.7 YD12B 036 1 0.33 Q43 C1.13 9_W 5.58 0.7 YD 12 566.33 565.33 20.50 0.0488 8 29 6.8 3.0 YD1.31 0-09 0.35 0.03 0.03 6.00 6.35 0.2 YDBH 592.50 596.8-1 41.50 0.1366 8 4.8 6.6 6.' YD1311 0.11 0.40 0.04 0.08 6.11 632 0.i YD13C4 586.8-1 1 586.67 30.25 O.W53 R 1.0 1 2.7 11.1 YD 13G 0.06 0.50 0.03 0.11 6.29 6.27 0.7 YD13F SR6fi7 SR6.3.i 49.00 OXX169 R 1.1 3.3 15.0 YD13F uo 1 0.90 0.00 0.11 6.54 6.20 0.7 YD13F. 3R6..33 586.17 27.50 0.W58 8 1.0 3.1 9.0 YD13F. O.OR 0.40 0.03 0.14 6.69 6.15 0.8 YD13ll 586.17 i86.W Y2.U0 0.W77 8 1.2 3.6 6.1 YD13D 0.00 0.90 0.00 0.14 6.79 6.12 0.8 YD13C 586.W 584.25 69.00 0.0254 8 2.1 5.6 12.2 YD 13C 0.09 0.40 0.04 0.37 Z02 6.06 2.2 Yl)1313 584.25 578.75 30.50 (.).18U3 8 5.6 14.9 2.0 YD 13R 0-10 1 035 004 0.410 705 6.05 2.4 YD13A 573.75 573.W 35.50 0.1620 8 5.3 14.7 2.4 YD13A 0.04 0.30 0.01 0.56 20.81 3.89 2A YD 13 1 1 573.00 572.75 50.75 0.0049 12 2.7 3.9 13.0 YD13 0.00 0.90 0.00 0.56 21.03 3.87 2.4 44 57175 57250 36.00 0.(069 12 3.2 45 8.0 YD13M 0.011 U.6) 0.02 0.02 6.00 635 0.2 YD131, 6(X).6A 599.75 4650 0.(X)54 R 1.0 2.0 2.;.6 YD13T, 0.C1R 0.60 0.03 0.07 6.39 624 0.4 YD13K 599,75 1 599.25 90.75 0.UU55 8 1.0 2.7 33.5 YDI3K 0.12 0.45 065 0.19 6.9-5 6.08 1.2 YD13J i99,25 i97.00 14.50 0.1552 8 5.2 11.9 12 YT)13J 0.0O 0.90 0.(Xl 0.19 6;.97 6.07 12 Yll13C 5y2.W 585.50 3550 0.1831 8 5.6 12.5 2.9 YD13N U.ol 0.30 0.(X) 0.00 5.00 6.67 0.0 YD13K 1 616.00 604.50 60.00 0.1917 8 5.7 3.6 16.5 Yl)13Y 0.30 03.1 O"9 0.12 20.54 3.93 0.1.)YD130 600333 586R) I I LCx) 0.1291 8 4.7 8.3 13.0 YD130 0.08 0.35 0.03 0.15 20.76 3.90 0.6 YD13A 580.00 573.25 3i.00 0.1929 8 5.7 10.4 3.4 YD14 0.09 0.30 0.03 0.03 6.00 6.35 02 SWM 60i.50 605.33 605.25 0.0003 8 0.2 0.7 8723 YD 153 0.06 1 0.30 0.02 0.02 6.00 6.35 0- I YD15A 1 566.33 562R) 35.25 0.1228 R 4.0 5.3 6.7 YD15A 0.05 O.io 0.03 0.11 7.(X) 6.06 0.7 YD15 558.3.3, 557.W 67.50 0.0197 R 1.8 4.8 14.0 YD15 0.10 0.35 0.04 0.16 7.24 6.01 1.0 SWM 557.W 55650 13.25 0.0329 R 2.4 6.4 2.4 YD15D 0.04 0.io 0.CY2 0.02 6.00 0.35 0.1 YDI5C i59.25 558.83 71.2i 0.0059 8 1.0 2.0 36.2 YD15C 0.O9 050 0.05 0.07 6.60 6.18 0A YD15A __558.83 55833 69,75 0.0072 8 1.1 2.9 24.1 YD15F. 0.04 050 Q.(12 0.02 6.00 6.35 0.1 YDI5 557.25 557.UU 36.2i 0.('W9 8 Li 2.1 17.4 YDI6A 0.22 0A) 0.09 1.43 13.40 4.78 6.3 YD16 54335 542.75 19.25 0.0312 12 6.9 9.9 1.9 YD16 0.00 0.90 O.W 1.87 13,43 4.77 8.9 SWM 53450 534.00 9.75 0.0571 12 9.2 13.4 0.7 YD16C 128 035 0.45 1 0.45 12.0(} YD1613 5iO.50 549.W 44.00 0.0341 12 7.1 8.0 i.5 Yf)16R 0.00 0.90 0.(X) 0.=15 12.09 4.99 2.2 YD16 5.19.00 546.00 81.W 1 0,0370 12 7.4 8.2 9.9 YDl6D1 1.25 035 0.44 0.44 12.OQ 5.00 2.2 YD16D 553.00 1 551.83 34.33 0.0341 8 2.4 Yll161) 0.21 0.35 0.07 0.51 12.07 4.99 2.i 76 551.83 550.00 21.93 0.08.38 8 3.8 1 L6 1.9 Y➢1611, 0.1.5 0.50 0.08 0.08 8.00 5.81 0.4 YD16F. 559.67 356.25 3950 0.0866 R 1 3.9 7.2 55 Yll1(,L•-' 0.64 0.35 0.22 0.30 12,00 5.W 1.5 ROOFI2A 55625 555.00 74.67 0.0167 R 1.7 55 1.i.7 RCX)F12A 0.O0 w) 0.00 0.30 12,23 4.96 1.5 R001'12 S5i.00 554.92 5.00 0.0160 8 1.7 1 i.4 0.9 R001`12 0,10 0_9)o 0_09 0.39 12.24 4.96 19 82 5i4.92 551W 20.7i 0.0443 3 2.8 1 8.5 2A ® ®®®®®®®®®® gym G KTMM 569.80 ME 'EMMEM ramn mmmm 621).3:i 74.U=4 IS 2.R5 0.(X72 U.I=4 Z.:i ll.11 34 1 1 2.5 1 8.4 120.5-51 L l 10.391 51 10.51012 0.91 N/A NIA 1.06 621.39 631.25 622.10 159.59 IS 0.48 0.(1)00.01 0.4 0.0 �6 0.00 0 Q 01 W NA NIA 0.01 622.11 626.17 T 1 ON WsCOTT R. LLINSZ ,z..? Lie. No. 035791 ���„ 10/27/20 Gw�� � 151'RlX1'1JRL DRAiNACE D (IN) I. LOW I YPE INLEI' � TYPL AREA (F*1,2) PLd-d1VLU1'LR (F'r) A (ACRES) C I (1WHIQ Q (CFS) YDI 12" Nytoplast Yard Wet 0.42 4,49 0.11 0.50 4.00 0.220 0.77 WEIR FLOW YDI 12" Nyloplast Yard Inlet 0.42 4.49 0,11 0,50 6.50 0.358 1.07 WEIR FLOW YDI 12" NN-loplast Yard Inlet - 50% clogged 0.21 2.25 0.11 0.50 4.00 0,220 1.23 WEIR FLOW YDI , 12" Nyloplast Yard Inlet - 50%j clouged 0.21 2,25 0.11 . 0.50 6.50 1 0.358 1.69 I WEIR FLOW I YD2 1 15" Nyloplast Yard Inlet - 0.64 5,410 0, t 2 0.30 4,00 0,144 0.-51 WEIR FLOW YD2 1 15" Nyloplast Yard Inlet 0.64 . 5.40 0,12 0.30 6.50 0,234 0.71 WEIR FLOW YD2 15" Nyloplas(Yard Inlet - 50% clogged 0.32 2.70 0.12 0.30 4.00 O� 144 0.82 WEIR FLOW YM 1511 NN71oplast Yard Inlet - 50% clogged 0.32 2.70 0.12 0.30 6�50 0.234 1.13 WEIR FLOW YD3 12" Nyloptast Yard Wet 0.42 4�49 0.04 0.50 4.00 0,080 0.39 WEIR FLOW YD3 12" NVIoplast Yard Inlet O�42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD3 =1 2' Nyloplast Yard Intel- 50% clogged 0.21. 2,25 0.04 0.50 4.00 0,090 0.62 WEIR FLOW YD3 1 12" Nyloplast Yard Inlet - 50% clogged 0,21 2.25 0.04 0.50 6.50 0.130 0.86 1 WEIR FLOW I - . I I - YD4 30" Ny.loplast Yard Inlet 2.85 8,60 1.64 0.55 4,00 1 3.608 3.23 1 WEIR FLOW YD4 30" Nyloplast Yard Inlet 2.95 8,60 1.64 0.55 6,50 5.863 4.00 ORIFICEFLOW YD4 30" Nvloplast Yard Inlet - 50'Yo clogged 1,43 - 4.30 1.64 0.55 4.00 3.608 4.00 ORIFICE FLOW YD4 ' 30" NN71oplast Yard filet - 50% clogged 1.43 4.30 1.64 0.55 6.50 5�863 7.03 ORIFICE FLOW YD4A 3 01' Nyloplast Yard hilet 2.95 8.60 1.64 OJ5 4.00 3.608 3.23 WEIR FLOW YD4A 30" Nyloplast Yard Inlet 2,95 1 8,60 1 1.64 0.55 6,50 1 5�863 4.00 1 ORIFICEFLOW YD4A 30" Nyloplast Yard Inlet - 50% clogged 1.43 1 4.30 1 1.64 0.55 1 4.00 3.608 4.00 1 ORIFICE FLOW YL)4 A 30" N.vloplast Yard Inlet - 50% clogged 1,43 4,30 1,64 0.55 6,50 5,863 7.03 ORIFICE FLOW YD5 12" Nyloplast Yard Inlet 0.42 4.49 0.08 0.35 4.00 0.112 0.49 WEIR FLOW YD5 12"' vtoptast Yard Met 0.42 4.49 0.08 0.35 6.50 0.192 0.68 WEIR FLOW YD5 12" Nyloplast Yard Inlet - 50%, clogged 0,21 2.25 0.08 0.35 4.00 0.112 0.78 WEIR FLOW YD5 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0,08 0.35 6.50 0,182 1.08 WEIR FLOW . YD6 1 15" Nyloplast Yard Inlet 0.64 5.40 0,21 0.45 4.00 0378 0.98 WEIR FLOW YDO 1 15" NvIoplast Yard Inlet 0.64 5,40 0,21 0,45 6,50 0,6[4 1.35 WEIR FLOW YD6 1 15" Nyloplast Yard Inlet - 50% clo- ,ed 0.32 1 2.70 0.21 0.45 4.00 0.379 1.56 WEIR FLOW Y136 15" N.yloplast Yard Inlet - 50% clogged 0.32 2.70 0.21 0.45 6.50 0,614 2.15 WEIR FLOW YD7B 12" Nyloplast Yard btlet 0.42 4,49 0.19 0.35 4.00 0.266 0.88 WEIR FLOW YD713 12" Nvloplast Yard Wet 0.42 4.49 0.19 0.35 6.50 0.�1332 1.21 WEIR FLOW YD713 12" Nyloplast Yard Inlet - 50% clogged 0,21 2.25 0.19 0.35 4.00 0.266 1.39 WEIR FLOW YD713 IT' N.Niloplast Yard Inlet - 50% clogged 021 2.25 0.19 0.35 6,50 0.432 1.92 1 WEIR FLOW :I_- YD7C 12" Nyloplast Yard Inlet 0.42 4.49 0,09 0,35 4.00 0.126 0.53 1 WEIR FLOW YD7C 12" Nyloplast Yard Inlet 0.42 4�49 0.09 1 0.35 -6,50 0.205 0.74 WEIR FLOW YD7C t2" Nyloplast Yard Inlet - 50% clogged 0,21 2.25 0.09 0.35 4,00 0.126 0.85 WEIR FLOW YD7C 12" Nvloplast Yard Inlet - 50%, clogged 0.21 2,25 0.09 0.35 6.50 I 0.205 1.17 WEIR FLOW I YD7D 12" Nyloplast Yard Wet 0.42 4.49 O�06 0.35 4.00 0,094 0.41 . WEIR FLOW YD7D 1 12" Nyloptast Yard Wet 0.42 1 4.49 0,06 0.35 6.50 0.137 0.56 WEIR FLOW YD7D 1 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.06 0,35 4,00 0,084 0.65 WEIR FLOW YD7D 1 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0,06 0.35 6.50 O� 137 0.89 FLOW I - . -WEIR YD7E 12" NvIoplast Yard Inlet 0.42 4,49 0,06 0.35 4.00 0M84 0.41 WEIR FLOW YD7E 12" Nyloplast Yard Wet 0.42 � 4.49 d 0.06 0.35 6.50 0.137 I 0.56 WEIR FLOW YD7E 12" Nvlopldst Yard Inlet - 50% clogged 0.21 2.25 0.06 0.3 35 4.00 OM4 0.65 WEIR FLOW YD7E 12" NvIoplast Yard Inlet - 50110 clogged 0.21 2.25 0.06 0.35 6.50 0.137 0.89 WEIR FLOW YD8 1 12" Nyloplast Yard We 0.42 i 4.49 0.09 � 0.35 4.00 0.126 0.53 WEIR FLOW YD8 I I 2" IN vloplast Yard Inlet 0,42 1 4,49 0.09 0,35 6.50 I 0,205 0.74 I WEIR FLOW YD8 1 12" Nyloplast Yard Inlet - 50% clogged 0.21 1 2,25 1 0.09 0.35 4,00 1 0.126 0.8i 1 WEIR FLOW YD8 1 12" Nyloplast Yard Inlet - 50% clogged 0,21 1 2.25 1 0.09 0.35 6.50 1 0.205 1.17 WEIR FLOW YD8B 12" Nytoplast Yard Net 0.42 4.49 0.24 0.40 4.00 0,384 1.12 WEIR FLOW YD813 12" Nytoplast Yard Inlet O�42 4.49 0.24 0.40 6.50 0.624 1.55 WEIR FLOW YD813 12" Nyloplast Yard Inlet - 50"10 clogged 0.21 2.25 0,24 0.40 4.00 0.384 1.78 WEIR FLOW YDSB 12" NN71oplast Yard Inlet - 50%, clogged 0.21 . 2.25 0.24 0.40 6.50 0.624 3.67 I WEIR FLOW I I I I I YD8C I t2" Nyloplast Yard Inlet 0.42 1 4.49 0.08 0.30 4M 1 0,096 0.44 1 WEIR FLOW YD8C 12" Nyloplast Yard Inlet 0.42 4.49 0,09 0.30 6JO 0,156 0.61 WEIR FL W YD8C 12 " NN-loplast Yard Inlet - 50%, clogged 0.21 2.25 0.08 0,30 4.00 0.096 0.71 WEIR FLOW YD8C 12" Nyloplast Yard Inlet - 50%j clogged 0.21 2.25 0.08 0.30 6.50 0.156 0.98 WEIR FLOW YD9 12" Nyloplast. Yard Inlet 0.42 4.49 0,04 ---F-- 0.30 4.00 0.048 0.28 1 WEIR FLOW YD9 12" NyloplasL Yard Inlet 0,42 4,49 1 0.04 0.30 1 6,50 1 0.078 0.39 1 WEIR FLOW YD9 12" Nyloplas(Yard Inlet - 50% clogged 0.21 2,25 0,04 0,30 4.00 0.049 0.44 WEIR FLOW YD9 12" NvIoplast Yard Inlet - 50% clogged 0.21 2.25 0.04 0.30 6.50 0.078 0.61 WEIR FLOW YDIO 12" Nytoplast Yard Wet 0.42 449 0.19 0.40 4.00 0.304 0.96 WEIR FLOW YD10 12" Nytoplast Yard Wet 0.42 1 4�4� 0.19 0.40 6­50 0.494 1.32 WEIR FLOW YD I 0 :::[:: �2"Nylop�last Yard Inlet - 50% clogged 0.21 1 Z25 0,19 1 0.40 4.00 1 0.304 1.52 OW YDIO 1 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.19 0,40 6.50 1 0,494 2.30 1 WEIR FLOW Z_- a_- YDIOA 1 12" Nyloplast Yard Inlet 0.42 4.49 0.08 0,40 4.00 0,128 0.54 1 WEIR FLOW YDIOA 12" Nyloplast Yard Inlet 0.42 4.49 0.09 0.40 6.50 0,209 0.74 WEIR FLOW YDIOA 12" Nvlo last Yard Inlet - 50% cl000ed I P � 0.21 2,25 0.08 0.40 4.00 0.129 0.85 WEIR FLOW YD10A 12" Nvlo last Yard Inlet - 50%j clooged . p � 0.21 2.25 I 0,08 0.40 6.50 I 0.208 1.18 WEIR FLOW - I YDI 1A 1 12" NvIoplast Yard Inlet 0.42 4.49 1 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YDIJA 1 12" Nytoplast Yard Inlet 0.42 4�49 1 0.04 0.50 6,50 0.130 0.534 1 WEIR FLOW_ YDIIA 1 12" Nyloplast Yard Inlet - 50% clo,gged 0,21 2.25 1 0.04 0.50 4.00 0.090 0.62 1 WEIR FLOW YDIIA 12" Nyloplast Yard Iri 50% clogged 0.21 2.25 0.04 0.50 6�50 0.130 0.86 1 WEIR FLOW YD12A 12" Nylophist Yard InIct O�42 4.49 0.41 030 4.00 0.492 1.32 WEIR FLOW YD12A 12" NvIoplast Yard Wet 0.42 4.49 O�41 0.30 6.50 0,800 1.83 WEIR FLOW YD12A 12" Nyloplast Yard Intel - 501% clogged 0.21 2.25 0.41 0,30 4.00 O�492 2.28 WEIR FLOW YD12A 12" NvIo last Yard Inlet - 50'Yo cl000ed I P - 0.21 2.25 0.41 0.30 6.50 0.800 6.02 ORIFICE FLOW - YD12B I t2" Nyloplast Yard Inlet 0,42 4.49 036 0,35 '00 0.504 1.34 WEIR FLOW YD12B I t2" NyloplasL Yard Inlet 0.42 4�49 0,36 0.35 6.50 0,819 1.86 WEIR FLOW YD12B 1 12" Nyloplas(Yard Inlet - 50% clogged 0.21 2,25 0.36 0.35 4,00 0.504 2.39 WEIR FLOW YD12B 12" NN loplast Yard Inlet - 50% clogged .. 0,21 2.25 0.36 0,35 6.50 0,819 6.31 ORIFICE FLOW . YD13A 12" Nyloptast Yard Wet 0.42 4.49 0.04 0.30 4.00 0.048 0.28 WEIR FLOW YD13A 12" Nyloplast Yard Inet 0.42 4.49 0,04 0.30 6.50 0,078 0.39 1 WEIR FLOW YD13A 12" Nylo last Yard Inlet - 50% clogged I P 0.21 2.25 0,04 0.30 4.00 1 0.049 0.44 1 WEIR FLOW YD13A 12" Nyloplast Yard Inlet - 50% clogged 0.21 2,25 0.04 0.30 6.50 0,079 0.61 EIR FLOW YDIjB 12" NVIoplast Yard Inlet 0.42 4.49 I (). I () 0.35 4.00 0,140 0.57 WEIR FLOW YD13B 12" Nyloplast Yard Inlet 0.42 4,49 (), I 0 0.35 6.50 0,229 0.79 WEIR FLOW YD13B 1 Yard Inlet - 50% clo- 12" Nyloplast ,ed 0,21 2.25 0' t 0 0.35 4.00 0 140 0.91 WEIR FLOW � YD1313 1 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.10 0.35 1 6,50 1 0'228 � 1.25 WEIRFLOW 111R1j(:1'[JRL 15 . DP-A1NAGE D (IN) Flf)W TYPE FNLET TYPE . AREA (F,1,2) PERIMETER (�T) A (ACRES) C I (IN.im) Q (CFS) . YD13C 12" Nyloplast Yard Inlet - 0.42 ' 4,49 0,09 0.40 . 4.00 0.144 0.-58 WEIR FLOW YD13C 12" NN.1oplast Yard Inlet � 0.42 4.49 0.09 0,40 6,50 - 1 0,234 0.80 WEIR FLOW W YD13C 12" Nyloplast Yard Inlet - 50% clogged _ 0,21 2,25 0,09 0.40 4.00 0.144 0.92 WEIR FLOW W YDI3C 12" Nyloplast Yard Wet - 5 0'Yo clogged W 0.21 2.25 0.09 0.40 6.50 0.234 1.28 V � WEIR FLOW I YD13E 12" Nyloplast Yard Inlet 0.42 4.49 0.08 0.40 4.00 0.128 0.54 � WEIR FLOW V YDBE I 12" Nyloplast Yard Inlet 0.42 4.49 0�08 0.40 6.50 0.208 0.74 WEIR FLOW YD13E 12" Nytoplast Yard Wet - 50% clogged 0.21 2.25 0.08 0.40 4.00 0.128 0.85 WEIR FLOW YD13E 12" Nvtoplast Yard Wet - 50% clogged � Ul 2.25 0.08 0.40 6.50 0.208 1.18 WEIR FLOW YD13G , 12" Nyloplast Yard Inlet 0.42 4,49 0.06 0.50 4.00 0.120 0.52 WEIR FLOW YD13G � 12" Nyloplast Yard Inlet 0,42 4.49 0.06 0.50 6.50 1 0,195 0.71 WEIR FLOW YD13G 1 12" Nyloplast Yard Inlet - 50% clogged 0.2 I 2,25 0.06 0.50 4.00 0.120 0.82 WEIR FLOW YD13G 12" Nyloplast Yard Inlet - 50% clogged Q2 t 2.25 0.06 0.50 6.50 0.195 1.13 WEIR FLOW YD13H 12" Nyloplast Yard Inlet 0.42 4.49 0� I I 0,40 4.00 O� 176 0.67 WEIR FLOW YD13H 12" Nyloplast Yard Inlet 0.42 4.49 0.11 0.40 6.50 0.286 0.92 WEIR FLOW YD13H 12" Nyloplast Yard Wet - 50%, clogged 0.21 2.25 0.11 0.40 4.00 0.176 1.06 WEIR FLOW YDBEI 12" Nylophist Yard Inlet - 50%) clogged 0.21 2.25 0.11 0.40 6.50 0.286 1.46 WEIR FLOW I YD131 12" Nyloplast Yard Inlet 0.42 4.49 0.09 0.35 4.00 0.126 0.53 WEIR FLOW YD131 12" Nyloplast Yard lulet 0,42 4,49 0.09 . 0.35 6.50 0.205 0.74 WEIR FLOW YD131 12" Nyloplast Yard Wet - 50'Yo clogged i 0.21 2.25 0.09 0.35 4.00 0.126 0.85 WEIR FLOW YDI31 12" Nyloplast Yard Inlet - 50% clogged 1 0.21 2.25 0,09 0,35 6.50 0.205 1.17 WEIR FLOW I YD13K 12" Nyloplast Yard Inlet I 0.42 4.49 0.12 0,45 4.00 1 0,216 0.76 WEIR FLOW YD13K � 12" Nyloplast Yard Inlet 1 0,42 . 4,49 0,12 0.45 ,, 5=0 0.351 1.05 . WEIR FLOW YD13K 12" IN yloplast Yard Inlet - 50% clogged 0.2 I 2.25 0.12 . 0.45 4.00 1 0,216 1.21 WEIR FLOW YD13K 12" Nyloplast Yard Inlet - 50% clogged - 0,21 2.25 0.12 0.45 6.50 0.351 1.67 WEIR FLOW YD13L 12" Nyloplast Yard Inlet 0.42 4.49 0.08 0.60 4.00 0.192 0.71 WEIR FLOW YD13L 12" Nyloplast Yard Inlet 0.42 I 4.49 0.08 0.60 6.50 0.312 I 0.98 WEIR FLOW YD13L 12" Nvtoplast Yard Wet - 501/'o clogged � 0.21 2,25 0.08 0.60 4.00 O� 192 1.12 WEIR FLOW YD13L 12" Nyloplast Yard Wet - 50'X0 clogged V 0.21 2.25 0.08 0.60 6.50 0.312 1.55 WEIR FLOW YD13M 12" Nyloplast Yard Inlet 0.42 4.49 1 0.04 0.60 4.00 0.096 0.44 WEIR FLOW YD13M 12" Nyloplast Yard Inlet 0.42 4,49 1 omzt 0.60 6,50 1 0,156 I 0.61 WEIR FLOW YD13M 12" NvIoplast Yard Inlet - 50% clogged � 0,21 2.25 0,04 0.60 4,00 0.096 0.71 WEIR FLOW YDI3f*V1 12" Nytoplast Yard Inlet - 50% clogged 0,21 2.25 0.04 0.60 6.50 0.156 0.98 WEIR FLOW YD13N 12" Nyloplast Yard Inlet 0.42 . 4,49 0' 0 1 0.30 'L00 . 0,012 0.11 . WEIR FLOW YD13N 12" Nyloplast Yard Inlet 0.42 4,49 Q 0 1 0.30 6.50 - 1 Q020 0.155 WEIR FLOW YD13N 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0. 0 1 0,30 4.0EE0 012 0.18- WEIR FLOW YD13N 12" Nyloplast Yard Inlet - 50% clogged 0,21. 2.25 0.01 0.30 6.50 1 0.020 U.24 WEIR FLOW YDI3O 12" Nyloplast Yard Inlet � 0.42 4.49 . 0.08 0.35 4.00 O� 1 12 0.49 WEIR FLOW . YDI3O 12" Nyloplast Yard Inlet O�42 4,49 - 8 Z 0 0.35 6.50 0.182 0.68 WEIR FLOW YD 130 - 12" Nyloplast Yard Inlet - 50% clogged 0.21 2,25 -10 1 ().n 0,35 4.00 0.112 0.78 WEIR FLOW YDI3O 12" Nyloplast Yard Inlet - 50% clogged 0,21 2,25 0.08 0.35 1 6.50 0.182 1.08 WEIR FLOW YD13P 15 " N),loplast Yard Intel 0.64 5.40 0.30 0,30 4.00 0.360 0.95 WEIR FLOW YD13P 15 " Nyloplast Yard Inlet . - 0,64 5.40 0.30 0330 6.50 0,585 1.31 WEIR FLOW YD13P 15" Nyloplast Yard Wet - 500N, clogged 0.32 2.70 0.30 U30 4.00 0.360 1.51 WEIR FLOW YD13P 15" NvioghistYard Wet - 50% clogged 032 I 2.70 030 0.30 6.50 0.585 2.08 WEIR FLOW YD14 12" Nyloplast Yard Inlet 0.42 4.49 0.09 0.30 4.00 1 0.108 0.48 WEIR FLOW YD14 12" Nyloplast Yard Inlet 0,42 4,49 0.09 0.30 6.50 0.176 I 0.66 WEIR FLOW Y014 12" Nyloplast Yard Inlet - 50% clogged 0,21 2,25 0,09 0.30 4.00 0,109 0.76 WEIR FLOW YD14 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0,09 0,30 6.50 OJ76 1.05 WEIR FLOW T---- I YD15 12" Nyloplast Yard Inlet 0.42 4,49 -- 1 0.10 0.35 4,00 0,140 0.57 - WEIR FLOW YD15 12" Nyloplast Yard Inlet 0.42 4�49 1 0,10 0,35 6.50 0.229 0.79 WEIR FLOW YD15 12" Nyloplast Yard Inlet - 50% clogged 0.21 2,25 0. I 0 0.35 4.00 0,140 0.91 WEIR FLOW YD15 12" Nytoplast Yard Met - 50% clogged 0.21 2.25 0.10 0.35 6.50 0.228 1.25 WEIR FLOW YD15A 12" Nfloplast Yard Inlet 0.42 4.49 0.05 0.50 4.00 0.100 0.46 WEIR FLOW YD15A 12" Nyloplast Yard Inlet 0.42 4.49 0.05 0.50 6.50 0.163 0.63 WEIR FLOW YD15A 12" Nytoplast Yard Wet - 50% clogged 0.21 2.25 0.05 0.50 4.00 0.100 0.72 WEIR FLOW YD15A 12" Nyloplast Yard Wet - 50% clogged � 0.21 2,25 0.05 0.50 6.50 1 0.163 1.00 WEIR FLOW II YD15B 12" Nyloplast Yard Inlet 1 0.42 4,49 U6 0.30 4.00 0.072 0.37 WEIR FLOW YD15B 12" Nyloplast Yard Inlet 1 � 0 0,42 4.49 0.06 0,30 6.50 0,117 0.51 WEIR FLOW YDt5B 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.06 0.30 4.00 0,072 0.558 WEIR FLOW YD15B 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0,06 0,30 6.50 0.117 0.80 WEIR FLOW . I YD15C 12" Nyloplast Yard Inlet O�42 4,49 0.09 0.50 4.00 0.180 0.68 WEIR FLOW YD15C 12" Nyloplast Yard Intel 0.42 4.49 0.09 0.50 6.50 0.293 0.93 WEIR FLOW YD15C 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.09 0.50 4.00 0.180 1.07 WEIR FLOW YD15C 12" Nytophist Yard Wet - 50% clogged 0,21 2.25 0.09 0.50 6.50 0.293 1.48 WEIR FLOW YD15D 12" Nyloplast Yard Inlet 0.42 4,49 0.04 0,50 4.00 0.080 0.39 WEIR FLOW YD15D 12" Nyloplast Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW I YD15D 12" Nyloplast Yard Wet - 50% clogged . 0,21 2.25 0.04 . 0.50 4.00 . 0.080 0.62 WEIR FLOW YD15D 12" NvIoplast Yard Inlet- 50% clogged V E:K):2:1 2,25 0,04 0.50 6.50 0.130 0.86 WEIR FLOW I YD15E 12" Nyloplast Yard Inlet OA2 4�49 0,04 0.50 4,00 0,080 0.39 WEIR FLOW YD15E 12" Nyloplast Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD15E 12" Nyloplast Yard Inlet - 50% clogged 0.21 2,25 0,04 0.50 I 4.00 0,080 0.62 WEIR FLOW YD15E 12" Nyloplast Yard Inlet - 50% clogged 0.2 t 2.25 0, 04 0.50 6.50 0,130 0.86 WEIR FLOW YD16A 30" Nyloplast Yard Inlet 2.85 8.60 0,22 0.40 4.00 0.352 0.69 WEIR FLOW YD16A 30" Nyloplast Yard Inlet 2.95 8.60 0.22 0.40 6.50 0.572 0.95 WEIR FLOW YD16A 30" Nylophist Yard Inlet - 50% clogged 1,43 4.30 0.22 0.40 4.00 0.352 1.09 WEIR FLOW YD16A 30" Nyloplast Yard Wet - 50% clogged 1.43 4.30 0.22 0.40 6.50 0.572 1.50 WEIR FLOW YD16C 30" Nyloplast Yard Inlet 2.85 1 8.60 1 L28 0.35 4.00 1.792 2.03 WEIR FLOW YDI6 ' 30" N-Vloplast Yard Inlet 2,85 9,60 1.28 0.35 6.50 1 2.912 2.80 WEIR FLOW I YD16C 30" Nytoplast Yard Inlet - 50% clogged 1.43 4.30 1,28 0,35 4,00 1 1.792 3.22 WEIR FLOW YD16C 30" NvIoplast Yard Inlet - 50% clogged W - 1.43 4,30 1.28 0.35 6.50 1 2,912 4.00 ORIFICE FLOW I I YD16D 30" Nyloplast Yard Inlet I 2,85 ,S,60 -0,21 0.35 4.00 1 0.294 0.61 WEIR FLOW YD16D 30" Nyloplast Yard Inlet 1 2.85 9.60 0.21 0.35 6.50 1 0.478 0.84 WEIR FLOW YD16D 30" Nyloplast Yard Inlet - 50% clogged W _ 1,43 4.30 0,21 0,35 4.00 0,294 0.96 WEIR FLOW YD16D 30" Nyloptast Yard Inlet - 50% clogged 1.43 4.30 0.21 1 0.35 6.50 0.47S 1.33 WEIR FLOW YD16DI � 30" Nyloglast Yard Inlet - 2.95 &60 1.25 0.35 4.00 1.750 2.00 WEIR FLOW YD16DI 30" Nyloplast Yard Inlet 2.85 8.60 1.25 0.35 6,50 2.844 2.76 WEIR FLOW YD16DI 30"Nytootast Yard Inlet - 50%) clogged 1 1.43 4.30 1.25 0.35 4.00 1 1.750 3.17 WEIR FLOW YD16DI 30" Nyloplast Yard Inlet - -50% clogged 1 1.43 4,30 1.25 0.35 6.50 1 2.844 4.00 ORIFICE FLOW I I I YD16E 30" Nyloplast Yard Inlet 1 2,85 8.60 0.64 0,35 - - - - - - 4.00 F 0,896 1.28 WEIR FLOW YD16E 30" Nyloplast Yard Inlet 2.85 ,S,60 0.64 0.35 6.50 1.456 1.77 WEIR FLOW YD16E 30" Nyloplast Yard Inlet - 50% clog ged - 1.43 4.30 0.64 0.35 4.00 1 0.896 2.03 WEIR FLOW YD16E - 30" Nyloplast Yard Inlet - 50% clogged 1,43 4.30 0.64 0,35 6.50 1,456 2.80 WEIR FLOW I YD16F 30" Nyloplast Yard Inlet 2.85 8,60 0,15 0.50 4.00 0.300 0.62 WEIR FLOW YD16F 30" Nyloplast Yard Inlet 2.85 8.60 0.15 0.50 6.50 0.489 0.85 WEIR FLOW YD16F 30" NvIoplast Yard Wet - 50% clogged 1.43 4.30 O� 15 0.50 4.00 0.300 0.98 WEIR FLOW 1 YD16F 30" Nytoptmt Yard Wet - 50% clogged 1.43 4.30 0.15 0.50 6.50 0.488 1.35 I WEIR Fl WIST I STR1JCT1JRE DRAINAGE 1) (m) 1 LOW I YPE INLE'l .. TYPL AREA 2 � (IFT ) PtMIAHIER (FT) A (ACRFs) G I (INAIR) Q I (CF,i) 112 DI-7 5.98 12,83 3.40 0.40 4.00 5.44 3.3 - WEIR FLOW 112 I DI-7 5198 1 12.8;3 1 3.40 0.40 I 6.50 8.84 I 4.0 I ORIFICE FLOW 112 1 DI-7 - 50% clogged 2.99 6,42 1 3,40 1 0.40 1 4.00 5.44 1 4,0 I ORIFICE FLOW 112 1 DI-7 - 50'Yo clogged 299 1 6.42 1 140 1 0.40 1 6.50 9.84 1 4.0 1 ORIFICEFLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity FUOTO--� (intensity is 4 Whir for spread, and 6.5 in/hr for capacity and depth) C Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet - = 1-1 W = I= �� -a .a:, C � a -2 'ru -9 I- 0 C 0 i-= . - 0- 9 -j - c�' �! Q 'CR, F . - 0 2 tl--i 4 ,::, M 0 Q . 0 - �: 8 �: W 0 0 . M M ��' I . r .a - G t: . .0 �: Q 2 -i . U ij a � - < . -d - I .t!, C) 0 C3 C3 5 qZ-- S - �; a ;� ':� a ii S . -2 !!� . . W " - � wo M .E a .9 S ­ 0 - �;;' T 12 � -D . - 0 = w -C - 2 B.- '"P . t 9 . . 0 2 �j 2 � 0 - -Z - f! 0 R W 0 2 - W c � C 15 . x t 0 = -M - W 0 4-- M M 'Z 3� i: -�; d I . (d W W W F- LU - F '�- �: �- 0 - Z? - - ca M �p . �E � 0 0 � C (14 W � W S + - � 16 � y lj 10 - . 0 � a 3: �� - 2 C 0 W .- �F .�: E A t . a 0 . W � �' (B � 7 W - + 2 iF- .- - � . E �F -a x 3 > � W � W a M 9 (14 R 0 - . E 11 � n -C x .- - . � L- .�: 0 -6 ii . I C6 V) W ::f :] Ld a 0 0 2 2B 313 6.0 0.13 0.75_ 0.098 1 0.39 1 0-00 0.39 0.02200 -�-0-500 I 0-0200 2.0 0-0833 4. 1 650 4.11 0.95 3.5192 0.1466 0.1593 1-26 1 1.00 0.39 0.00 4 313 6.0 0.06 0.75 0.045 0.18 I 0.00 0- �8 0.0200 ZO 0.0833 4.1650 2.59 0.99 3.5192 0.1466 0.1652 -4.75 4.43 1.36 1.00 0.18 0.60 313 3B 14.0 0.74 0.50 0.370 1-48 1 0.00 1.48 0.0210 0-0200 2.0 0.0833 4.1650 6.72 0.76 3.5192 0A466 0.1314 9,48 1.48 1 1.00 1.48 R00 a - 3B 10.0 0.17 0+65 0.111 0.44 1 0-0) 0.44 0-0700 0-0200 2.0 0-0833 4,1650 3.41 0.98 3.5192 01-466 0-1637 7.18 1-39 1.00 0.44 000. 8B 313 12.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0700 0.0200 2.0 0,0833 1 4.1650 3.75 0.96 3.5192 0.1466 0.1608 8.07 1.49 1.00- 0.57 0 57 0.00 10 3B 10.0 0.11 0.75 0.083 023 0.00 0.33 0-1200 0.0-900 2.0 0-0833 4.1650 2.76 0-99 3.5192 0.1466 0. 1 65'2 7.42 1.35 1 M 0.33 0 3:' 1 0.001 10B 313 16.0 0.30 0.75 0.225 0.90 0.00 - 0.90 - 0.1200 __--- 0.0200 2.0 0.0833 4,1650 4.02 0.95 3.5192 0.1466 ' 0.1593 11.561 1.38 1.00 -0,90 0.00 1 12 313 8.0 0.05 0,90 0.045 0.18 - 0.00 0.18 1 0.1200 0-0200 2.0 0-0833 4.1650 2.20 1 1.00 3.5192 1 0+1466 0.1666 5.72 - 1 1-40 - 1.00 0 1 0.18 [ 0,00 1 14 313 10.0 0.22 0.75 0.165 0.66 0.00 0.66 - 0.0300 0.0200 2.0 - 0.0833 4.1650 4.64 0.90 3.5192 0.1466 3 ' OA520 6.89 1.45 1.00 a0 6C 0.66 0.00 16B 313 8.0 0.14 0.75 0+105 0.42 0.00 ---- 0.42 0.0300 0-02200 2.0 0-0833 4.1650 3.92 0-95 - 3.5192 - 0.1466 - ; 0.1593 5.54 - 1.44 1 M 0.42 0.00 18 313 12.0 0.18 0.75 0.135 0.54 0.00 0,54 0.1200 - 0.0200 - ZO 0.0833 4.1650 3.32 0.98 - 3.5192 0.1466 o 1 " 0.1637- 9.18 1.31 1.00 0.54 0.00 20 3B 10.0 0.09 1 O� 75 0.068 0.27 0.00 0.27 0.1200 0+0200 2.0 - -FO - 1 0.0833 4.1650 2.56 0.99 3.5192 0,1444616 0.1652 6.82 1-47 1.00 0.27 OM 22 3B 8.0 0.07 0.75 0.053 0.21 0.00 0.21 0.1200 0.0200 270 .08-33 -4.1650 2.33 1.00 1 3.5192 0, " 0.1466 0.1666 6.11 1.31 1.00 0.21 0.00 24 313 4.0 0.05 0.90 0.045 0.18- 0-00 0.18 0-0109 0-0200 2.0 0-0833 4.1650 3.45 0.98 3.5192 0.1466 0.1637 282 1.42 1.00 0.18 0.00 26 313 6.0 0.12 0.75 0.090 0.36 0.00 0.36 1 0.0109 0.0200 2,0 0.0833 4.1650 4.47 0.92 3.5192 0,1466 0.1549 1 3.90 1.54 1.00 0.36 0,001 30 - 3B 12.0 0.16 0�65 1 0.104 -0.42 0.00 0.42 0.1200 0-0200 2.0 0.0833 4.1650 3.01 0-99 ..... 192 0.1466 0.1652 8.18 1.47 1.00 0.42 0.00 30B 313 12.0 . 0.18 0.75 0.135 0.54 0-00 0.54 0.1200 , 0-0200 , 2.0 0.0833 4.1650 3.32 0.98 -3 3.5192 0,1466 0,1637 9.18 1+31 1.00 0.54 0.00 - 32 3B 10.0 'O El' 'O 1 0.14 0.65 0.091 0.36 0.00 0.36 0.0820 0.0200 2.0 0.0833 4.1650 3.08 0.99 3.5192 0.1466 0.1652 6.90 1.45 1.00 0.36 0,00 326 3B .' 9 0.75 0.120 1 0-48 0.00 0.48 0-0820 0.0200 2.0 0.0833 4.1650 3.41 0.98 3.5192 0.1466 0.1637 7.79 1-218 1.00 0.48 0.00 36 313 8.0 8.0 0.10 0.75 0.075 0.30 - 0.00 0.30 0.0411 0.0200 2.0 0.0833 4.1650 3.26 0.98 3,5192 0.1466 0.1637 520 1.54 1,00 - 0.30 0.00 38 3B . 6.0 � - 0.09 0+75 0.068 0.27 I 0-00 0.27 0.0282 0.0200 2.0 0.0833 4.1650 1 3.36 0+98 I - 3.5192 --- 0.1466 0A637 4.44 -- 1.35 1.00 1 0.27 0.00 - I - 40 3B 8.0 0.14 0.80 0.112 0.45 0.00 I 0,45 0.0222 0.0200 2.0 0.0833 4.1650 4.25 0.93 3.5192 0.1466 0.1564 5.26 1.52 1.00 0.45 0.001 42 3B 8.0 0.15 0.80 0.120 0-48 0.00 0.48 1 0.0184 0.0200 2.0 0.0833 4.1650 4.52 0-91 3.5192 0.1466 0.1534 5.17 1.55 1.00 0.48 0.001 46 3B 4.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0109 , 0.0200 , 2.0 0.0833 4.1650 3.45 0.98 3.5192 0.1466 0.1637 1 2.82 ­1.42 1.00 0.18 0.00 - 48 i 313 6.0 0.15 1 0.65 0.098 0.39 0.00 0.39 0.0109 1 0.0200 2.0 0.0833 4.1650 4.61 0.90 3�5192 0-.1466 0.1520 4.08 1.47 1.00 0.39 0.00 60 I 3B 8.0 1 0.18 0.75 0.135 1 0.64 0.00 0.54 0.0300 0.0200 2.0 0.0833 4.1650 4.31 0.93 3.5192 0.1466 0. 1 564_ 6,22 1.29 1.0o 0.64 0,00 52 313 12.0 0.24 0.75 0.180 0 1"o 072 0.72 0-00 0.72 0-0500 0.0200 2.0 0.0833 1 4.1650 4.36 0-93 3.5192 0.1466 0.1564 8.19 1.47 1.00 0.72 0.00 54 313 � 16.0 0.52 0.65 0.338 �o 1.35 1:3 5 -0.00 1.35 0.0500 0.0200 2.0 0.0833 4.1650 5.52 0.85 3.5192 0.1466 0.1446 11.18 1.43 1.00 1 1,35 0.00 - 1 53 3B 6.0 0.11 0.75 0�338 083 0,083 0.33 . "3 0.00 0.33 0.0473 0.1Y200 2.0 1 0.0833 4.1650 3.29 o.98 3,5192 0.1466 0,1637 5.64 1.42 1.00 0.33 ODD 60 3B 10.0 0.10 0.75 0.075 0.30 O.OD 0.30 0.1200 0.0200 2.0 1 0-0833 4,1650 2.66 0.99 r 3 5-1 9-2 0.1466 0.1652 7-13 1.40 1.00 0.30 ' 0.001 - 62 - 3B - 10.0 0.13 1 0.75 0.098 ' 0.39 0.00 0.39 - 0.1200 0.0200 - 2.0 0.0833 4.1650 2.94 0.99 1 3,5192 0.1466 0. I 5352 7.96 1.26 1,00 0.39 0.00 66 3B 10.0 -0-11 0.75 0.08131 0.33 0.00 0.33 0.1200 0-02CH) 2.0 0-0833 4.1650 2.76 0.99 3.5192 - 0.1466 - 0.1652 1 7.42 1.35 1.00 0.33 - OM 65 - 3B 4.0 0.02 0.90 0.018 0.07 0.00 0.07 0.0300 0.0200 2.0 0.0833 4.1650 2.02 1.00 3.5192 0.1466 0,1666 1 2.57 1.56 1,00 0.07 0.00 W 1 36 6.0 I 0.12 0.75 0+090 0.36 0.00 1 0.36 0. 200 0-0200 2.0 0+0833 1 4.1650 3.99 0-95 3.5192 0+1466 0,1593 1 4M 1.31 1.00 0.36 0-00 - 82 -- 313 6.0 0.14 0.65 0.091 - 0.36 0.00 1 0.36 0.0200 0.0200 2.0 0.0833 4.1650 4.01 0.95 3.5192 OA466 0,1593 4.62 1.30 1 1.00 0,36 0.00 84 313 8.0 0.14 -0.65 0.091 0.36 0.00 I 0.36 0.0596 0-0200 2.0 0-0833 4.1650 3.27 0-98 3.5192 0.1466 0.1637 6.30- 1-27 1.00 0.36 0.00 . 90 313 12.0 0.20 0.65 0.130--- 0.52 -T 0.00 052 0.0991 0.0200 0.0833 _ 4.1650 3.39 0.98 3.5192 0.1466 0,1637 8.53 1.41 1.00 0.5-2 0.00 - 92 313 10.0 0.11 1 0.65 0+072 0.29 0.00 1 0.29 1 0-0991 0.0200 -2.0 ZO 0.0833 4.1650 2.71 0-99 1 3.5192 0.1466 0.1652 6.60 1.52 1.00 0.29 0.00 94 1 3B 8.0 0.12 0,65 0.078 0.31 0.00 1 0.31 0.0643 0.0200 1 2.0 0.0833 4A650 3.04 0.99 3.5192 0A466 0.1652 6.01 i.33 1.00 0,31 0.00 96 3B , 12.0 , 0.45 0.50 0+225 1 0-90 0.00 0.90 0.0460 0.0200 2.0 0.0833 4.1650 4.82 0-90 3.5192 0.1466 0.159-0 &92 1.35 1.00 0.90 0.00 -- 98 311 1 12.0 0.38 0.60 0,228 0.91 I 0.00 0.91 0.0392 . 200 2.0 0.0833 4.1650 4.99 0.88 3,5192 0.1466 0.1490 8.65 1 1.39 1.00 0,91 o.G0 - 104 9 0.70 0.133 1 0.53 1 0.00 0.53 0.0189 0.0200 2.0 1 0.0833 4.1650 4.67 0-90 3.5192 0.1466 0.15 � 8 � 1.46 1 1.00 0.53 0.00 114 __ . 313 1 . . 16.0 1 - 1.03 0.50 . . 0.515 1 ..... 2.C6 I . 0.00 . 206 . - 0.0215 - ­ . 0.0200 - 2.0 1 0.0833 4+1650 7.58 0.70 3.5192 0. I 466 0.1226 1 11.431 1.40 1 1.00 2 OR 0.00 - I " - I. ­'U - .LUIIIIVVdLCj 11101laqVIIJUJIL JacIIILIC�, WIMM VVIVIMIM JIVVV LU RIQUILIVt, It, IJUL UVdIldVIU, IVV-10 QcIPLUFU 15 IeqU1It:U dt 0.01niff INLETS ON GRADE, DESIGN (CURB SPREAD AND INLE17 CAPTURE) --] (intensity is 4 in/hr for spnead, and 6.5 in/hr for capacity and depth) Intensity [C50 Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter I Inlet - I 1�1 0 � � n -@ �� � � a .2 2 �- 16 0 � 0 11! -0 0 -1: a- > -'�' 2 0 - V -0 131 - 0 tti 14 �� 2 W Q V) Q - I �: W 5 - 0 0 - -W . � . � .0 i� C . i: �a -ffi . - a . 6 L 2 - . - � < - < 6 0 0 a CF �� 3: �2 ' ai 1� Z� 0. 9 5 -9 i - . 0 - a. - C 'Z' a 8 -0 . C� .. 0 �iil UP = - -6 -- 0 -E 2 n . :1 . C- 0 i: M 0 - 0 0 C �6 -1 - 2 i-E 2 � -a ,Ij W � 0 �i � 0 C = C t� � � . . 2 � n � U, a - M . - - , U) 9 i� 9 -e '� 1� � C' � Z' -6 � 0 i5l .2 C � - N � aj - + - � .9 - y E 0 � - � . U W I- 0 �� - 2 D D; :E� .0 I! I? � �! � T �2 �r .- L, > . �- '� S Q il: a 1 �� W �u - ti� a ;a IN 11 11 2 n 'E 9= U ;�' E - .- I t � .�: C, � - - -d 0 6 0) W -I ­, W a a U Of - 213 313 1 6.0 0.13 0.75 0.098 0.63 0.00 U63 0.02DO 0.0200 1 24-0-0833 1 4.1650 1 4.94 0.89 3.5192 0.14661 0.1505- 6.03 0.99 1.00 0.63 0.00 4 313 1 6.0 0.06 0.75 0,045 0.29 0.00 0.29 1 0.0500 0.0200 12.01 0.0833 1 4.1650 1 3.11 0.99 3.5192 0.14661 0.1652 5.43 1.11 1.00 0.29 0.00 6B - 313 1 14.0 0.74 0.50 0.370 2.41 0.00 2.41 1 0.0210 0.0200 1 2.0 1 0.0833 1 4.1660 1 8.06 0.68 3.5192 0.1466 1 0.1197 12.29 1.14 1.00 2.41 0.00 a 313 10.0 0.17 0-65 0.111 0.72 0.00 0.72 0-0700 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1466 0.1578 9.00 1.11 1.00 0-72 0.00 - -813 313 12.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0700 0.0200 2.0 0.0833 4.1660 4.60 0.92 3.5192 0,1466 1 0,1549 10.12 1.19 1.00 0.93 0.00 10 -313 -- 10.0 0.11 0.75 0.083 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3,31 0.98 3.5192 0,1466 0.1637 9.15 1.09 1.00 0-54 0.00 10B 36 16.0 0.30 0.75 1 0.225 1 1.46 0.00 1.46 0.1200- 0.0200 2.0 0.0833- 4.1650 4.B3 10.89 3.5192 10.1466 0A505 14.67 1.09 1 1.00 1.46 10.001 - 12 313 8.0 0.05 0.90 0.045 0.29 1 0.00 0.29 -0.1200 0.0200 2.0 0.0833 4.1650 2.64 0.99 3.5192 1 0.1466 0.1652 7.06 1.13 1.00 0.29 0.00 14 313 10.0 0.22 0.75 OA65 1.07 0.00 1,07 0.0300 1 0.0200 2.0 0.0833 4.1650 5.57 0.85 3.5192 0.1466 0.1446 8.70 1,15 1.00 1.07 0.00 oo 00 16B 313 1 8.0 0.14 0.75 0.105 0.68 0.00 I 0.6B I 0-0300 0.0200 2.0 0.0833 4.1650 4.70 0�90 3.5192 0. 1 4 6�6 0.1520 6.99 1 115 1-00 0-68 0.00 18 313 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.1200 0,0200 2.0 0.0833 4.1650 3.98 0.95 3.6192 0.1466 1 0.1593 11.44 1.05 1.00 0.88 0,00 20 313 10.0 1 0.09 0-75 0.068 0.44 0-00 0.44 0.1-200 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 0.1466 0.1652 8.37 1.20 1.00 0.44 u 0.00 22 313 8.0 0.07 OYS 0.053 0.34 0.00 0.34 0. 1 200 0.0200 2.0 O.Oa33 4.1650 2.80 0.99 3.5192 0.1466 0.1652 7.53 i.06 1.00 0.34 , 0.00 24 3 B 4.0 0.05 0.20 1 0.045 0-29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1650 1 4.14 0,93 3.5192 0.1466 0.1564 3.55 1.13 1.00 1 0.29 1 0.00 26 36 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0109 0,0200 2.0 0.0833 4.1650 5.37 0.86 3.5192 0.1466 0.1461 4.95 1,21 1.00 0.59 0.00 30 - 3 B 12.0 0.16 0-65 0.104 0-68 0.00 0.68 0-1-200 0.0200 2.0 0.0833 4.1650 3.61 0.97 1 3.5192 0.1466 0.1622 10.14 1.18 1.00 0.68 0.00 - 30B 3 B -12.0 0.18 0.75 0.135 0.88 0.00 0.88 1 0.1200 0.0200 1 2.0 0.0833 4.1650 1� 0.95 1 3.5192 0.1466 0.1593 111.44 1.05 L1.100 0.88 0.00 - 32 3 B 10.0 0,14 0.65 0.091 0.59 0.00 0.59 1 0.0820 0.0200 1 20 0.0833 4.1650 3,69 0.96 1 3,5192 0,1466 1 0, 1 6-0-8 - - F8. 6-0 --1116F-1.00 -059 0�00 32B 3 B 10.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0820 -0.0200 2.0 0.0833 4. I 660 4.09 0,94 3.5192 0.1466 0.11578 9.77 1.02 1.00 0.78 0.00 36 �n 1 8.0 0.10 0-75 0.075 0-49 0-00 0.49 0-0411 0.0200 2.0 0.0833 4.1650 3.91 0.95 3.5192 0.1466 0.1593 6.48 1.23 1.00 0.49 o.00l 38 3 6.0 0.09 0.75 0,068 0.44 0.00 0.44 0.0282 _ OD200 2.0 0.0833 4.1650 4.03 0.95 3.5192 0. 1463 - 0,1593 5.54 1.08 ]I � , 1.00 0.44- 0.00 40 313 8.0 0.14 0.801 0.112 0.73 0-00 0.73 0.0222 0.0200 2.0 0-0833 1 4,1650 5.10 0.88 3.5192 0.1466 0.1490 6.64 1.21 0 1.00 0.73 - 0.00 42 3B 8.0 0.15 - 0.80 0.120 0.78 0.00 0.78 0.0184 0.0200 2.0 0.0833 4,1650 5.42 0.86 3.6192 0.1466 0.1461 6.53 1.22 1.00 0.78 0.00 46 3B 4.0 0.06 0.75 0,045 0-29 1 0.00 0.29 0-0109 0,0200 2.0 0.0833 4.1650 4.14 0.93 3.5192 0.1466 0.1564 3.65 1.13 1.00 029 0.00 48 3B 6.0 0.15 0.65 0,098 0.63 0.00 0.63 0.0109 0.0200 2.0 O.OM 4,1650 5.53 0.85 3,5192 0.1466 1 0.1446 5.15 1.17 1,00 0.63 0.00 --- 50 36 - - 8.0 0.18 0.75 0A36 1 0.88 O.CO 0.88 1 0.0300 I 0.0200 0.0833 4.1650 5.117 0.88 3.5192 0,1141561 0.1490 7.85 1.02 1.00 0.88 0.00 52 3B 12.0 0.24 0.75 0.180 1-17 0.00 1.17 0,0500 'o o 0.0200 2.0 0.0833 4.1650 523 0.87 3.5192 0.1466 1 0.14 6 10.39 1.15 1.00 1-17 0.00 -- I 54 313 16.0 0.52 0.66 0.338 2.20 0.00 2.20 ) 0.0500 �) 1 0,0200 2,0 0.0833 4.1650 6.62 0.77 - 3,5192 ---- 0. 1466 - F 0.1 329 14.42 1.11 1.0o 2.21) o,00 58 - 313 8.0 0.11 0.75 0.083 0-54 0.00 0.54 - 0-0473 0.0200 2.0 0.0833 4.1650 _ 3.94 - 0.95 3.5192 0.1466 0.1593 7.04 1.14 1 1-00 0.54 OD0 60 36 10.0 0.10 0.75 0.075 0.49 0.00 0.49 00 0.1200 0.0200 2.0 0.0833 4.1650 3.20 0.99 3,5192 0.1466 0.1652 8.75 1.14 1.00 0.49 0.00 - 62 313 I 10.0 0.13 0.75 OM8 0.63 0.00 0.63 0-1200 0.0200 1 2.0 0.0833 4.1650 3-53 0.97 3.5192 0.1466 0.1622 g.a7 1.01 1-00 0.63 0.00 N 66 1 3B 10.0 0.11 0.75 0.083 0.64 1 0.00 0.54 0.12DO 0,0200 2.0 0.0833 4.1660 3.31 0.98 1 3.5192 -0.1466 0.115,37 9.15- 1.09 1.00 0.64 0.00 68 " 313 4.0 OM 0.90 0.018 0.12 0.00 0.12 0.0300 0,0200 . 2.0 0.0833 4.1650 . 2,43 0.99 3.51 2 0,1466 0.1652 3.17 1.26 1.00 1 0-12 0.00 80 0 313 -6.0 0.12 , 0.75 0.090 , 0.59 0.00 0.59 0.0200 0.0200 1 2.0 0.0833 4A650 4.79 0.90 3.5192 0.1466 0.1520 5.60 i.03 1.00 0.59 I 0.00, 82 '2 M6 313 6.0 0.14 0.65 0091 0.59 0.00 0.59 0-02200 0.0200 2.0 0.0833 4.1650 4-81 0.90 3.5192 0.1466 0.1520 5.a3 1.03 1-00 0.59 1 0.001 '34 84 36 810 0.14 0.66 0.091 0.59 0.00 0.59 0.0596 0.0200 2.0 0.0833 4.1650 3.92 0.97 3,5192 0.1466 0.1622 7.77 1.03 1.00 0.59 0.00 90 3B 12.0 0.20 0.65 0.130 0.85 0.00 ') 'o 0.85 , 0.0991 0.0200 2.0 0.0833 4.1650 4.07 0.95 3,5192 0,1466 0.1593 10.63 1.13 1.00 0.85 0.00 _ 92 3B 10.0 -QA1 0.65 0,072 0.46 0.00 0.46 0.0991 0,0200 2.0 0.0833 4.1650 3.25 0.98 3.5192 0.1466 _ 0.1637 8.14 1.23 1.00 0.46 0.00 94 313 1 8.0 - DA2 0.65 0.078 0,51 - C 0.00 -- --- 0.51 0-0643 .0200 2.0 - 0-0833 1 4.1650 1 3.65 0.97 3.5192 0.1466 0.1622 7.45 1.07 1.00 0-51 0.00 96 313 12.0 0.45 1 0150 0225 1.46 0.00 c -- 1.46 0.0460 0.0200 I 2.0 -- 0.0833 1 4A 6,50 5.78 0.84 3.5192 0. I 4656 0.14:32 11.34 1.06 1.00 1.46 0.00 98 313 12.0 0,38 1 U0 0.228 1.48 0.00 - 1.48 0.0392 1 0.0200 2.0 0.0833 1 4.1650 5.98 0.78 1 3,5192 1 - 0.1466 0,1344 -[ 11.29� 1.06 I 1.06 1 1.00 1.48 0.00 104 313 8.0 0,19 0.70 OA33 1 0.86 0.00 0.86 0.0189 1 0.0200 2.0 0.0833 1 4.1650 1 5.60 0.85 1 3.5192 1 0.1466 0.1446 6.92 1 1.16 1 1.00 1 0.86 0.00-�- I . 1 . 14_ . . . 38 . 16.0 I . 1.03 1 0-50 - I 0 ­ 5 � I - ' 1 . 3 � 35 0.00 3.35 0.0215 1 00200 1 20 00833 1 A 1R-n I _ Q - 0.62 1 -`�� 3.51 0.14661 0.1109 14.891 1.07 1 1.00 1 3-35 0.00 - "I 1-1. ...", "�j - .1 ....... - I ...... .V ....... L 1-1111.1-, VVII"V VVWIIOIIU IIUVV LU ICIUMMt, IZ> IIVL dVdIIdIJIV, I UU-10 L;dPLUIU Iti tuquimm dL Q.0111HII INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity [�. �50 (Intensity is 4 in/hr for spread. and 6.5 in/hr for capacity and depth) I Mannings Coefficient, In is 0.013 Inlet Hydrology ---Curb and Gutter Inlet - -e 2 i�? ;� - . - t! CL �i -.2 � -�; a I - z 'D � . �� . - -R, LR - U - �R . & n .� . ��i' �' .. - a � . 0 �� � - . 2 t� Z -- . o . . - 0 . I !�: � W - . -P � 5 - . � . Q . . �6 E! ' a :5 - . . S 16 'E E 7: Z' . -a -412 X! 0D '6 . � M � ? . � ro E� - . G . . M. . . `� a :': .2 . � � - . w W -2 � .E . . � .0 0 'O w . . ­, 2 I- . . .. i� �i 46 4� . ." a . 0 t� -. . �TL ­�� 3: El 2 . � 0 -i3 -G 0 L 0 - - - . < - .d � � A M (� . - g A CL , � E ';� T -0 a- > .j 'If C) 0 a a 0 �'): I W � C9 i� � I,- 0� left 1 0-17 17��750.1281 0.83 0.00 0-83 0.0010 I 0.020 I 1-0000 1 9.57 - right I 0.16 1 0.75 1 0.1201 0.78 1 0.00 0.75 0.0010 I 0.0200 11 2.0 1 ,0200 'I 1.0000 1 9.36 2 F-3C--T10.0 contined flow 1.6 0.14 1 0.302 -F 6 9-1 left 1 0.05 1 0.75 1 0.0381 0.24 1 0,00---�.-24 0.0010 I 0.02100 1 2.0 1 0.�02001.0�000 1 6.06 right 1 0-05 1 0.75 1 0.0381 0.24 1 CHO 0.24 0.0010 I 0.02200 1 2.0 1 0.0200 1 1.0o0c) I 6.os 6 1 3r, 1 6.0 coubifled flow 0.5 I - -[-- 0.08 0,172 F-3,04 I left [ �.04�0,0261 0.17 1 0.00 0-17 0-001 �� �41650 1 5.27 I right 1 0.03 1 0.65 1 0.020 1 0. 13 1 0.00 0.13 0.0010 I 0.0200 1 2.0 1 0.0,333 1 4.1650 1 4.73 16 1 3C 1 6.0 1 combined flow 0.3 0.06 1 0.123 1 2.82 left I o.C)6 o.65 I 0.o��q 0.00 -0.25 - 0.0010 I 0. 0 -0; 0 1 2.0 1 0.0200 -Fi-po-ou-1-614 right 1 0.06 1 0.651 0,0391 025 1 0.00 0.25 0.0010 1 0.0200 1 2.0 1 OMOO 1 1.0000 1 6.14 28 [- 3c, 1 6.0 carribined flow 0.5 0.08 1 0.176 4.04 left 0.06 1 0.65 1 0,0391 O�25 1 0.00 0.25 0.0010 �0. 0;2� �O2. 0 1 U-900 I 1.0000 1 6.14 tight 1 0.07 1 0.55 1 0.046 1 0.30 I 0.00 0.30 0.0010 I 0.0200 1 2.0 1 0.0200 1 1.0000 1 6.50 -6.O- 56 F-3C-F - combined flow 0.5 1.26 0.65100591 0.38 1 0.00 0.36 0.0010 I 0. 0 20 0 1 2.0 - 1 0.0200 [��7�.16 right I 0-09 0.65 1 0.0591 0.38 1 0.00 0.38 0.0010 1 0.0200 1 2.0 1 0.0200 1 1.0000 1 7.15 66B curnibined flow 0.8 009 0.09 1 0.204 4.67 left�:� 0.00 0.44 0.0010 1 0.0200 1 2.0 1 0. 54 right 1 0-12 1 0.75 1 0.0901 0.59 1 0.00 0.59 0.0010 I 0. 02 0 0 1 2.0 1 0,0200 1 1.0000 1 1 6.40 70 F 36 I s-o combined flow 1.0 , 0.11 1 0-248 -F 5.6-9 left 1 0.04 1:0:7::5j�� 0.00 0.20 0.0010 I 0.0200 1 2.0 1 0.0200 1 1.0000 I 5.6Q, 'E right 1 0.06 1 0.75 1 0.0451 0.29 1 0.00 0.29 0,0010 I 0.0200 1 2.0 1 0.0200 1 Loom 1 6.48 W 76 1 '3C 1 6.0 I -F comb4ned flow 0.5 0.08--FO 1-72 1 3.94 1 left I 0.16 _��� 0.00 I 0.76 0 : 001��02 0 1 2.0 1 0,0200 L-1-.00-0-0--F9-.27 _ right I 0.18 1 0.65 1 0.1171 0.76 1 0.00 0.76 0 0010 1 0-0200 1 ZO 1 0.0200 1 1.0000 1 9.27 I � 1 102 F--3c-T -I . . I � � . .. .. . . - - -- . cornbined flow ' . - - � 1.5 1 -(-)13-1- 0 2-91 9-L., I., IVIL-1-1 ­P� - .. u1j �[IUUIU IJU U�UU III d ��UIIIPUUIIUILIUII - grate inlets (DI-7) in open pava-ment areas will not have a curb spread, but WII have inlet spread and depth - for inlets draining to stor[TlWdter management facilities, the 6.5iP/hr check storin YAII suffice for the 10yr COnVey2nCe to the facilities NOTE: Inlet size for structures determined by o'verland How. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity F-0-0--] (intensity is 4 Whir for spread, and 6.5 in1hr for capacity and clepth) I IvIannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet - lf� 2! � ' P i a - � . ii � .2 F "� . - � to -0 0 . R 15 - Gil 0 - W -0 . C,­ - 1� �p 1 S2 . � i�;' T .G 0 . �:? . .22 - 0 ms , - T Itz �2 - �6 . a "I �q -S � 0 - . � . -E . � 2 CL Z� 1� . M 2 .M 3: 16 &� M M - -�� � . . . 31: 0 . � ? 0 M 0 - - . � 2 . S -�i . 2 � �9 -EL i-� -19 . - -2 m L j '9 N . ca c G �' Z- . -A I .2 . - � 2� . -. . ID - T . .ul � E -a � . � . �- . .9 3: . 2 6 o . o . � i� a . =I . �i �: S P 2 . 0 1: . o C-L > -i o - - < -d � 6 0 0 . A m (Z - - 3� -� o I u) . (� i� (n . 1-: � � =1 . . . lzi :; i- .� 0.51 0.0010 I 0.0200 1 2.0 1 0-0200 1 1 M00 1 7-98 _ right I 0.10 1 0.76 10.1201 0.46 - 1 0.00 0.4a 0.0010 1 0,0200 1 2.0 1 0.0200 1 1.0000 I 7.80 2 F-3C--F10-,0T combined flow 1.0 0-110 I 0.218 -F 5 0-0 left 1 0.05 � 0.75 10.0381 0.15 1 u.00 0.15 0.0010 1 0.0200 1 2.0 1 0.0200 1 1.0000 1 5.04 0.00 0.15 0.0010 I 0.0200 1 2-0 1 0.0200 1 1.0000 1 5.04 6 F 3C 1 6.0 combined flow 0.3 -- - 0.06 10.-12-4--F 2.86 left L 0 04 0.00 010 000 0 0.0200 1 2.0 � 0.0833 �4.39 riaht 0=03 1 O'C'5 10.0201 0.08 0.00 0.08 0.0010 0.0200 1 2.0 1 0.0833 1 4.1650 1 3.95 16 combined flow 0-2 0-04 1 0.089 -T2.04 left I 0.00 1 O.F,;6 1 0.0391 0.16 1 Q.-Oo 0.16 0.0010 FO-.0200 1 2.0 1 0.0�1.0000 I 5.12 right 1 0.06 1 065 10.0391 0.16 1 0.00 0.16 0.0010 1 28 Ew 1 6-o combined flow 0.3 0.06 1 0.128 1 2.92 left 1 0.06 1 0. 6 0 0.16 0.0200 1 2.0 1 0.02�� �10000 1 5.12 right 1 0.07 1 0,65 10.0461 0.16 I 0.00 0.18 0,0200 1 2.0 1 0.0200 I 1.0000 1 5.42 56 1 3C I 6.0 combined flow 0.3 0.06 1 0,135 1 3.08 left I 0.09 1 0.65 10.0591 0.93 1 0.00- -6-23 0.0010 00 1 �=112 5.96 right I 0.09 1 0.65 10-0591 0.23 1 0.00 0­9 0.0010 1 210 00 F2O _ 0 " RWRM)c()0q 5.96 -3-C - - -.o- 56B F F8 combined flow 0.5 0.07 1 0.147 1 3.38 left I OZ9 1 0.75 1 0.068 1 0.27 1 0.00- 0.27 0.0010 I 0.0200 1 2.0 1 0.0200 1 1.0000 1 6-29 right 1 0.12 1 0.75 10.0901 0.36 1 0.00 0.36 0,0010 1 0.0200 1 2.0 1 0.0200 1 1,0000 1 7.00 70 1 3C I 8.0 combined flow 0.6 0-08 1 0.180 1 4.12 left 1 0.04 1 0.75 10.0301 O'.12 T 0.0-0 - -�12 0.0010 1 0.0200 1 27F��1.0�000 4.64 right 1 0.06 1 0.75 1 0.045 1 0.18 I 0.00 0.18 0.0010 1 0,0200 1 2.0 1 0.0200 I ILIUM , 5.40 76 F-3-c-F uo- combined flow 0-3 0.06 1 -0-1-2-4 -F 2 -85 left I 0.18 I o'65 I o. 1 171 0.47 1 0.00 1 0-47 1: �.001O 0.0200 1 2.0 1 0.0200 1 1.0-0-00-F-7.72 right I 0.18 1 0.65 1 o- 1 171 0.47 1 0.00 1 0A7 1 0.0010 I 0,0200 � -36- -0, I (P- F F, 0 1 . , , . - combined flow I 0.9 I --F 0.10 j -0-2 1-0 4.8-2 I UU- I-YI-1-1 ­Up� U ­U 1 wivuiu uu ubuu in � tiurrip UUHUILlurl - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5irt/hr check storm will suffice for the 10yr convayance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include owriand flow as well as yard inlet and roof drain drainage areas. � �--H Ok, , I �� W'7�3'kA) � ce '�� (­ 'i '-'� ---, - i �RI ;�� SCOTTQ.. C LLJNS�Z 0 i'-­1 ,U Lic. No. 035791 �-- 1�0/27/2 lx� 0�Als��IIONAL lt�owlljh V) l­- I Z : LU i X: � Z : 0 1 U I �: I' U) �-- ! =) . 0 I Z Z P -j < Uj I I -J! . ()�- I 0 M � � x < I x : LLJ I MU U) U) LU 0 ca =1 (f) -j ED I . < Ce I M Z 0 < P2 " Lu I 0- I a I > (TI "­1 > Z � LU I LAD f � I ' wLLJ Cie 113� a, j I ca� I '% I q* � Z ; 0 1 � I Ln I � I al I n� I 0, c� ,::, c� c� ':� c� Uj _I I 0 - � I i�� � 8� 'az ��r ��r V'L (IA6,�Zt) 0 SPRING HILL VILLAGE SHEET TITLE: DATE 09.08.2020 SHEET NUMBER: COMMUNITY PARK PLAYGROUND SCALE; 1"=20r-O" Jessi( �r)rrnm ALBEMARLE COUNTY, VIRGINIA EQUIPMENT CONCEPTUAL PLAN atf 1 L II F<,Y rut- art n. �'- 2 wr w.jesu_aPrin:mdclgtcmn QTy. ITEM MANUFACTURER TYPE/ORDER # PATTERN/SIZE/SPACING FINISH/COLOR ADDRESS CONTACT Est. Price MaxPlayFit, LLC 5ingie Post Swing Frame- 1114 Eyrie View Or Pat McNamara 2 2 bay Superior Recreational Products IFRO623XX 2 HayL nchb, VA24ur 503 (434) 664-8522 $4,874.00 MaxPlayFit, LLC Swing Seat- 1254 Eyrie View Or Pat McNamara 2 Set of 2 Belt seats Superior Recreational Products 90015108XX 8'' Galvanized chain Lynchburg, VA Z4503 (434) 664-8522 $356.00 MaxPlayFit, LLC Swing Seat- 1254 Eyrie View Or Pat McNamara 2 Set of 2 Full Bucket Seats Superior Recreational Products 90015130XX Galvanized chain Lynchburg, VA 24503 (434) 664-8522 $730.00 MaxPlayFit, LLC 1254 Eyrie View Or Pat McNarara 1 Orbit spinner- Inclusive Superior Recreational Products PLD0030XX Lynchburg, VA 24503 (434) 664-8522 $10,336.00 MaxPlayFit, LLC 1254 Eyrie View Or Pat McNamara 1 Playground Superior Recreational Products PS3-31723 Lynchburg, VA 24503 (4341 664-852Z $18,765.00 MaxPlayFit, LLC Munch or 1254 Eyrie View Or Pat McNamara 1985 CV FT Engineered wood fiber Superior Recreational Products 6" depth Lynchburg, VA 24503 (434) 664-8522 3 Bench 2 Picnic table 306 LF Aluminum Fence 2 3' Aluminum Gate ,. SPRING HILL VILLAGE SHEET TITLE: DATE 09.08.2020 SHEET NUMBER; PLAYGROUND Jcs s(cc( f i imm ALBEMARLE COUNTY, VIRGINIA EQUIPMENT 1 .i - Fax 4 .char ,:1 I V..REQUIREMENTS vl( fl/bb/zo PLANTSCHEDULE: �,ROPCPED LANDSCAPING EASEIVI�NT 'Or., r 7 Quantity, Latin Name Common Name Scheduled $Ize 20 Ace r, campestre 'Evelyn' 'Evelyn'Hedge, Maple- 2.5",cal. 2.5" cal. '111, Acer rubrum'Oct0bor0fory' VdoW GtQrY K00 Maple- 3 �.Ei q'al. �3,.51 d1al. 28,Acersaccharurn'Green Mountain', 'Green Mounta!W Sugar Maple- Gal. 6, HPrtula nio to River Birch- 3.5' pal. .2.6' 3,5" caj. W451 Carex stricta TussockSedge, plug 501fW Qe1t . is 0�([Orer)ta0l$ HaOkbeery 2.5 ." ,10 Ghlonanthus virglnicA F(Inge Tree 6�7 ht. .31 (�Iadrasflg keritqkea Arnprippri YellowwQbd� �2., 51i 681, Z�511 cal, 1 . 9 1 Comus I florida 'Appalachian Spring' :8pring' bogwood G� T h t, 1�21 -'Appalachla Eut(bchiurh dcjb1LjM'Litt[e)0,e' 'Little ),be' Pye Vfted I gal. �1 Hamarnells v irginjana Witch Hazel 6-T ht, x j1,Qx,M0!y Nell, 'Mra NeWRO'y 4-,,5,' '919 11Px alabra �8harnrocK` 'SharnrocW Inkberry 3 qaj. '20IJurilperus virginlana Eastem Redeedar 4 �, 5 50tihel' 'EMera1d-,9ent1ne1'E0stQefi RedqOdOr 4-5' 411iqu1d.a,rrb,ar styrootfluo'Rotundiloba' 'Rot,undiloba'.A-pprican Swootgurn 45" CW. 31 Ma�holiq Or6hdiflOra'DR Blancha�d' UD. Rlancha-rd'.Southe�n Wdholio, 4-6 i,5 M�agriojiq granO ifi o ra Tj We Gem' 'Liftle Gerri'Mpgriolip 5 Mzjgnbllb�stellbta 'R�yal Stde --4-5' Roybj S.Wr� Wqhdia .677. ht, 10 Mql us, x �Prairlflre- Pralrifire! Orabapple. 6-7� hf. 4� Myrlda. 6eeifera Soluther"n Wax My-ftle 4-V141t 2367 Packera quirea Q.Qlden r@gwort. P109 2011 Pan!Wrh vlrg�ktumi �Shohbndoah' SWitch Graas 1,01. 9 _'ShenandoEd Plateings xaqprifo11a,-"B­Joo09oor0' 'O.,loodgood' l_on dori, Plq.no Trpe I - i.5-1, 1 75 oa 1. 6, Prunus aubhi , rtella 'AuturnnalW 'Autumnalls' Cherry .6-1' ht; ,3 Qqetoqrs �i(�Q.jor Sw,�r6p White Qak t�5_1.75" q�fl. 54 Quercus phellos Willow Oak Shpmord Qak- 1.15-17 �ca 10 Ouercusshurnardil Shumard Oak",15" cal. 15" cal., 52 Thouja x'St0ep1pGhas6,! 4-�51 7 01mus arnericana 'Princeton' �Princeton'Elrn- 3.5" cal. :3.5" cal. 10.� Vftftm X peageme Prague Vho rho.m 10 'Viburnum x rhyf(dop hyl lo ides 'Alleghany' Y V I iburnum 3 1gal, IF 111' J�-j I '�Il 3 Jli�, 3 V1 3 1 31 0, '�4 3F.V2 'k" IJV�� 3 07 3-�l 1 - - f "t1l 3�Z"j 3§ 1 "IFA I I .,3 3,: 0 - 31 A. 3,f� 0:10 -,3 3 jl� jL�-�t' !f 3 !41 Ri!!�' It 3- N r Ilk 13,, a �;,:IJTLSjZ CANOPY CALCULATIONS: Tj; A311 3 t Ikk 3- .,3 3 t3 3 1' 0. 3 1 10� k'�'LN 13 .�t, 3 3 Id I ILG� ko- J-�!IJ13 OJJMV­l� uVW47 0 ke" L"tjj k iA Qty L8t. com m 6h na m e si�e C�nbpy e�jth.�.q ft Total Canao,� s.0 fte ,2Q Acpteam , pes.tre 'tvOlVn' Eyoyn Heop M ople 7-� i hL 2 46QQ 11 Acer.rulamm 'Oadber Glory' '0'ctober�'Glory' Red Maple 3.51" cal. 510 5610, '26 A(0,.r.s,a.cqh4ry I m . 'Green Mquh,tain' 'G (�eyi_[Voont�in' $,,Ugar Maple 2.5",�Aj. 214 5564 6 Betula nigra River Birch. 3.5" ca 1. 535 3210 3 . �,ejti,s occidontali 1 � QQrhrr6.Qn Hafter-ry 2.5�� cal. 572 1,716. 10 Chiprianthu � i i virgm.icus Fr. nge Tree i 6-7' ht� 12'5 250 1 31 C.I� r�sfis kE�htuke.a Am�Jric�h Yi�llbwwood 289 8959 1fd r flnririn 1A nni n rki (Z rin A r ikn lnrki n (Z 'rin I r)na%Aloc )d 9-7 ht 1,9.A 2 '-q r, C, 21 V b Hamabiblis virgihian'a Witch H8zbl 6771 ht. 1,13 2373 3.1 11,eX'Wry Nell' 'Mary N-011' Holly 4-5' 1,364 20, Juniperus. virginiana Eastern Redcedar 4�5' 16 320 9�5 J.0nip0ru5,*g'inW18 T rneoral(l 5erid nQI a �d_c r Ertl t�r I d 5,01ritio,01 st0rh R E! 0 da 4-5, 16 4 1 Uqui0a.mbar styraciflua, 'Rptundiloba' 16tundiloba'American $weetgum 2.5" cal. 218 _10234 3 Magaglia gr4ndifl6ra '0.1).. Bfzinth� 0 'DO Bl,arxh�0 S,oOffidrn Wgrioli,a 6", bt, 812 '246 i's ia graridiflora 1 KPgripli , '041 e- G em� Littl q� G plia em' Magn 6 ljt, 82 1�30 5 WIgholib stellgal '.Royal,Star� Royal,Stalr� Magnolia 6-7' ht., 49 245 10 Malq�x"Praj'rif iW *ajrffire' Crabapplg o' ht. 9. Platanus:,xacerifolia 'Bloadgood' '131.00dgood' London Plane Tree 2.5" cal. 368 3312 0rutims sqhhi-MQ . Ila 'AutuMnali.s:' AutumnaB' (herry 64� ht, 77 462 Qqercus bicolor Swamp Whiie Oak 1.54.75 ca 1. 382 1146 54 Quercus 0611o� WH16W 0ek 2,,,,5 Aca It. 419 2�6,26 10 Quercus shumardi'i Shumard Oak �.5�� cal. 419 4190 3 Quercus, shum�rdk Shumard Oak 1.,571.75" Ca 1. 329 987 5� Th.ufa x.'Steeptecha,qe Steeptqqhase:' Arborvita'e 14,51 10, 520 7 Ulmus americana 'Princeton' Peinceton' Elm 'if 1151 ca 1. 5351 TREE CANOPY CALCULATIONS: Construction area 12.63 acres Units = 100 Density = 8 units/acre Minimum tree canopy 20% Total site area : 12.63 acres Open space: 3.65 acres Area requiring tree canopy = 12.63 - 3.65 = 8.98 acres Tree canopy: 20% x 8.98 acres = 1.8 acres Total proposed tree canopy = 2.05 acres LANDSCAPE REQUIREMENTS ALONG STREETS: Total LF street frontage on Rte. 20 = 655 LF Required: I large street tree 35' O.C. = 17 trees Total proposed street trees = 17 trees Total LF street frontage on Rte. 742 = 670 LF Required: 1 large tree per 50 LF = 13 trees Total proposed street trees = 17 trees LANDSCAPE REQUIREMENTS FOR PARKING AREAS Total parking spaces = 32 Required: 1 interior tree per 10 spaces = 3 Total proposed interior trees = 3 Total paved parking/circulation area = 10,423 sq ft Required: 5% of total to be planted = 521 sq ft Total planted area proposed = 786 sq ft RECREATION REQUIREMENTS: REQUIRED AMENITIES: Required recreation area: 200 sf x 100 units=20,000 sf or .5 acres - 2 tot lots each to include - 1 swi n1gs - 4 seats -1 slides .2 climbers .1 whirls or bUckabouts .2 benches -4000 sf of fenced tot lot -1 half court basketball PROPOSED AMENITIES: Active recreation: -5000 sf tot lot with a total of - 1 swing - 4 seats .2 slides .4 climbers .1 inclusive orbit- ADA accessible whirl accomodating several childen .3 benches, 2 picnic benches -1 half court basketball - 1800 sf -1 swing - 4 seats -1 active recreation field- 6500 sf Total active recreation area = 13,300 sf or .31 acres Passive recreation: Greenway park with path- 37,000 sf or .85 acres Dog Park- 8276 sf or .19 acres Linear Park with benches- 29,620 or .68 acres Total passive recreation = 74,900 sf or 1.7 acres (0 0 U LLI < I (-,\ r 'I-, 75 CL LLI M 10/27/2020 SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY- LMD, JSP CHECKED BY, JSP ISSUE HISTORY: No. [Date Description 1 11-13.201')County/ARB Submittal 2 12.23.20P�ountyZARB Submittal 3 05-29.20"oounty/ARB Submittal REVISION HISTORY - No. jDate I Description 1 06.22.204Qounty/ARB Submittal 1 08.18.20�(�ounty/ARB Submittal 2 10.12.202kounty/ARB Submittal SCALE- 1"=50'-O" SHEET NUMBER: L5mO V_ j - - , , I . � . . . 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