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SUB202100011 Plan - Revision 2022-01-13
IIIIIIII� LAryan IONAL SOUTHWOOD PHASE 1 BLOCKS / 10, & 11 yr SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: LIMITS OF DISTURBANCE: 7.97 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY WILLIAM S ROUDABUSH, JR. 1974 ROUDABUSH, GALE, & ASSOCIATES, INC 2003 ROUDABUSH, GALE, & ASSOCIATES, INC 2015 BENCHMARKS (SPOT ELEVATION) AT THE INTX OF HICKORY & BITTERNUT ELEV=451.0 DRAINAGE DISTRICT: MOORES CREEK 09000-00-00-001 AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001EO PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001 DO PARCEL AREA: 86.80 DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP OF ALL PARCELS: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 ZONING: REFER TO ZMA 2018-003 ROAD PLAN SU8202100011 COUNTY OF ALBEMARLE, VIRGINIA TOPOGRAPHY SUPPLEMENTAL TOPO LOUISA AERIAL SURVEYS, INC. TIMMONS GROUP P.O. BOX 340 28 IMPERIAL DRIVE MINERAL, VA 23117 STAUNTON, VA 24401 DATE OF PHOTOGRAPHY: 03/23/04 TELEPHONE: 540.885.0920 DATE OF COMPILATION: 02/02/07 CONTACT: PAUL HUBER, L.S. PAUL. HUBER@Tl MMONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS ' WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. TOTAL IMPERVIOUS AREA = 4.63 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. BUILDING HEIGHTS: MINIMUM BUILDING HEIGHT PROPOSED IS 2 STORIES (25' REVEALED ON HIGH SIDE OF TUCK UNDER TOWNS) AND MAXIMUM BUILDING HEIGHT PROPOSED IS THREE STORIES (35). STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH THE USE OF A STORMTECH ISOLATOR ROW, A STORAGE PIPE, AND A CONTECH JELLYFISH FILTER. AGRICULTURAL/FOREST DISTRICT: NONE SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[] NO[X] ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. NOTES: 1 2 3 4. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. A PORTION OF BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (16 IN TOTAL). SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. CUMULATIVE SITE PLAN TRIP GENERATION WEEKDAY LAND USE ITE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 46 D.U. 341 5 17 22 16 10 26 TOWNHOMES SINGLE 210 34 D.U. 389 8 22 30 23 14 37 FAMILY VILLAGE 1 TOTAL 80 D.U. 730 13 39 52 39 24 63 APARTMENTS/ TOWNHOMES 220 86 D.U. 641 13 34 47 30 17 47 BLOCKS 9 - 11 TOTAL 86 D.U. 641 13 34 47 30 17 47 APARTMENTS/ TOWNHOMES 220 121 D.U. 886 19 49 68 47 34 81 BLOCKS 11 & 12 TOTAL 121 D.U. 886 19 49 68 47 34 81 APARTMENTS/ TOWNHOMES 25 D.U. 185 3 9 12 9 5 14 SINGLE FAMILY 22 D.U. 252 5 14 19 15 9 24 VILLAGE 2 TOTAL 47 D.U. 437 8 23 31 24 14 38 CUMULATIVE TOTAL 334 D.U. 2694 53 145 198 140 89 229 i/is/Zozi SITE LOCATION VICINITY MAP 1=10001 DEVELOPER: HABITAT FOR HUMANITY OF GREATER CHARL017ESVILLE 967 2ND ST SE CHARLOTTESVILLE, VA 22902 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 Sheet List Table Sheet Number Sheet Title CO.0 COVER CO.1 CODE OF DEVELOPMENT TABLES CO.2 CODE OF DEVELOPMENT TABLES C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 NOTES & DETAILS C1.5 FIRE FLOW DATA C1.6 FIRE FLOW DATA C1.7 BUILDING ELEVATIONS - TOWNHOMES C1.8 BUILDING ELEVATIONS - APARTMENTS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 BLOCKS & OVERALL PLAN C2.2 OVERALL PHASING PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.3 ROAD PLAN C4.4 ROAD PLAN C4.5 ROAD PLAN C4.9 LOT & EASEMENT PLAN C4.10 LOT & EASEMENT PLAN C4.11 LOT & EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 DETAILED GRADING PLAN C5.4 DETAILED GRADING PLAN C5.5 DETAILED GRADING PLAN C5.6 CURB RAMP ELEVATIONS C6.4 PIPE & INLET CALCULATIONS C6.5 PIPE & INLET CALCULATIONS C7.0 STORM PROFILES C7.1 STORM PROFILES C7.2 SANITARY SEWER PROFILES C7.3 WATER LINE PROFILES C7.4 WATER LINE PROFILES C8.0 ROAD PROFILE - SWALLOWTAIL LANE C8.1 ROAD PROFILE - FLORA VIEW DRIVE C8.2 ROAD PROFILE - RENEWAL ROAD C8.3 ROAD PROFILE - SWEETBAY STREET C8.4 ROAD PROFILE - SWEETBAY STREET C8.5 ROAD PROFILE - HONEY BEE WAY C8.6 SIGHT DISTANCE PROFILES C8.7 SIGHT DISTANCE PROFILES C8.8 SIGHT DISTANCE PROFILES C8.9 SIGHT DISTANCE PROFILES C8.10 SIGHT DISTANCE PROFILES C8.11 SIGHT DISTANCE PROFILES C8.12 SIGHT DISTANCE PROFILES C8.13 SIGHT DISTANCE PROFILES L1.0 OVERALL LANDSCAPE PLAN ROAD PLAN TOTAL NUMBER OF SHEETS = 53 f H DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 0 1�1 U 0 .j W w J Of Q LU rl w m Q 11J > 0 W wU O U 0 0 0 0 IOB NO. 47036 SHEET NO. C0.0 L TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL&PATH TRAIL&PATH REC.AMENIN& REC.AMENIN& TOTALGREEN TOTAL GREEN TOTALAMENITY TOTALAMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONALAMENITIES&CIVIC SPACE BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENIN PROVIDED CIVIL SPACES CIVILSPACES RECREATIONALAMENITI ES&CIVIC SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED PLAN(S) (ACRES) REQUIRED (ACRES) (ACRES) (ACRES) (ACRES) REQ. (ACRES) PROV. (ACRES) (ACRES) (ACRES) (SF) (SF) 1 1.80 5.97 0.23 0.00 2,000 LF CLASS BNPE 1 PRIMITIVE TRAIL 8.00 30,000 SDP2@000048 o.ao 0.06 0.05 405 LF CLASS B TYPE 1 PRIMITIVE TRAIL 0.80 2025 SDP202100062 6.75 0.19 0.19 1691 LF CLASS B TYPE 1 PRIMITIVE TRAIL 6.75 8455 TOTAL 7.55 0.24 0.24 TOTAL: 2096 LF CLASS B TYPE 1 PRIMITIVE TRAIL 7.66 10,480 z o.l0 1.10 0.20 o.ao 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.ao s,7oo SDP202000048 0.29 0.03 0.03 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 0.29 1491 THIS PLAN 0.81 0.17 0.00 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.11 8950 TOTAL 1.10 0.20 0.03 TOTAL: 1,790 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 30,441 3 0.00 0.00 0.00 O.OD 0.00 0.00 6DP202000048 0.00 MOD O.OD 0.00 O.OD a o.00 o.00 o.00 o.oD o.00 o.00 SDP202000048 0.00 0.00 0.00 0.00 0.00 S-8 0.00 0.00 0.12 0.11 0.23 10,50D 4,416 SF PLAY FIELD 1,866 SF TOT LOT 600 SF NEIGHBORHOOD PARK 985 SF COMMUN IN GARDEN 600 LF CLASS B TYPE 2 TRAI l5a 2,707 SF GARDEN 4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY° 1, 135 SF PARK 3,9405E PARK 1,866 SF PARK 2,566 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS B NPE 2 SDP202000048 1.30 0.11 0.62 TRAILS 0.97 27124 7,1005E PARK SDP202300062 0.28 0.01 0.18 107 LF TRAIL PEDESTRIAN CONNECTIONS 0.28 7636 TOTAL 1.68 0.]2 0.8 1.26 34,769 9-11 0.38 O.OD 0.50 O.L; SOOSF NEIGHBORHOOD PARK 0.63 22,700 2,112 SF PLAYGROUND THIS PLAN 1.64 0.61 0.32 2,170 LF CLASS B TYPE 2 TRAILS b 1,059 SF AMENITY SPACE 4,434 SF OPEN FLIX SPACE 5,000 SF NEIGHBORHOOD PARK OR REC. AMENITY` 6,779 SF REC. AMENITY 1,211 LF CONNECTOR SITE PATHS 1.37 23560 8DP202300035 0.00 0.00 0.00 0.00 0 TOTAL 1.69 0.51 0.32 1.37 23,560 12 O.OD 0.00 0.00 0.15 fi,S005F ACTIVE USE REC. AMENITY 0.15 6,500 8DP202100D36 0.00 Q00 0.16 6,500 SF ACTIVE USE REC. AMENITY 0.35 6,500 TOTAL z.z8 7.07 11.87 1.05 107 0.39 1.54 10.91 11.72 58,40D 85,740 aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 b FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 °SPACE REQUIREMENTS IS CUMULATIV E AN D MAYBE PROVIDED USING NOT MORE THAN 6 SPACES, NON E OF W HICH CAN BE SMALLER THAN S00 SF DISTRIBUTED ACROSS BLOCKS DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS MAX. NON- DENSITY GROSS TOTAL AREA BLOCK NON-RESIDENTIAL S.F. S.F. TOWN CONDO/ DWELLING TOTAL# BLOCK RESIDENTIAL NUMBER OF LOTS TOTAL RANGE RESIDENTIAL %OF (AC) CLASSIFICATION BUILDING (SF) DETACHED ATTACHED HOUSE APARTMENT UNIT RANGE MARKET REQUIRED FOR FOR RENT TOTAL %OF BUILDING (SF) PROVIDED UNITS REQUIRED DENSITY TOTAL UNITS UNITS UNITS UNITS REQUIRED RATE AFFORDABLE SALE APARTMENTS NUMBER TOTAL (DU/AC) (DU/AC) UNITS UNITS OF UNITS UNITS 1 GREEN SPACE & 0 0 0 0 0 0 0 0 0 0 0.0 0 0'� 0 0 0 0 0'� 8.00 BUFFER 2 1.30 0 0 0 0 0 0 0 0 0 0 0.0 0 0'� 0 0 0 0 0% 3 NEIGHBORHOOD 5000 0 8 6 2 0 0 4-12 8 3-6 5.7 S 63% 1 3 0 3 38'� 1.40 DENSITY 4 1.50 6000 0 5 3 2 0 0 5-14 5 3-6 33 3 60°k 1 2 0 2 40'� URBAN DENSITY 5 RESIDENTIAL 5000 0 36 4 4 26 20 60-127 54 6-18 7.6 10 19% 8 24 20 44 81% 7.10 VILLAGE 6 NEIGHBORHOOD 10000 0 0 0 0 0 0 0-31 0 0-28 0.0 0 0'� 0 0 0 0 0'� MIXED USE / 1.10 7 0.60 NEIGHBORHOOD 10000 0 7 7 0 0 0 0-12 7 0-18 11.7 7 100'� 1 0 0 0 0'� PLACES 8 1.00 10000 0 6 6 0 0 0 0-17 6 0-18 6.0 6 100'� 1 0 0 0 0'� 9 1.80 10000 0 15 0 0 16 0 0-61 15 0-34 8.3 16 100'� 2 0 0 0 0'� 10 20000 0 26 0 0 10 16 11-62 26 6-34 14.4 10 38% ° 1.80 URBAN DENSITY 11 5.40 MIXED USE 20000 0 46 0 0 46 51 20-182 96 6-34 17.8 45 47% 14 0 51 51 53% 12 3.00 30000 0 1 0 0 0 70 13-102 70 6-34 23.3 0 0'� 11 0 70 70 100'� TOTAL 34.00 N/A 0 149 26 8 96 157 N/A 287 N/A 8.4 101 35% 43 29 157 186 65% PROPOSED BUILDING HEIGHTS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) REQUIRED: NO MIN., 3 STORIES OR 35' MAX. REQUIRED: NO MIN., 3 STORIES OR 40' MAX. REQUIRED: NO MIN., 3 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 50' MAX. PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: 40' MAX. PROPOSED: 37.6' MAX. PROPOSED: 37.6' MAX. NTH OF r D. Cichocld Z U lie. No. 53741 1/12/a �O �v `SS10 AL M E 0 o N Vi N C > E w v E w w 3 Q U- o 3 p LL - wO `mom �_j U00 Z w - ii O rn ry V ti W w v Z f ? U 30V)Q w Q O i ry Z U ¢ M O F PN > 000 w M LU U U U FOR BLOCKS 9-12, 1.5 SPACES/ UNIT REQUIRED FOR MULTIFAMILY/APARTMENT RESIDENCES. a v 00 H j 000 Z R R d d O O O 2 F W 0 N 2 Q l N rn U p � 4 � 04 Q ti LSO p Z DATE j 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. C6 1� V1 W 0 J ce U m ~ 0 Q J ', z _J CWC Q G ' m 0 r-I a J LL W 4 0 16 16 O (Uj W I V) `i QO LL U ^_ 0 I..L 0 0 C) 0 0 0 2 �0 V/ JOB NO. 47036 SHEET NO. C0.1 PARKING REQUIREDANDPROVIDED TOTAL PARKING ASSOCIATED PLAN(S) LOTS HOUSING TYPE TOTAL PARKING SPACES SPACES PARKING SPACE LOCATION REQUIRED PROVIDED 1A-ID, 2B, 3, 6A- (2 SPACES / UNIT) X (26 (50) ON -SITE, (2) ON CARDINAL 6E, 12, 24, SINGLE FAMILY UNITS)=525PACE5 52 HILL LANE 33, 34, DETACHED (2 SPACES /UNIT+ 1 GUEST (16) ON -SITE, (1) ON HORIZON SDP202000048/ 4, 5, 8-11, SPACE/ 4 UNITS) X (8 UNITS) 18 ROAD, (1) ON WARDELL CREST 37, 38 DUPLEX =185PACE5 SDP202100019 MULTIFAMILY(2)6-UNIT (2SPACES/UNIT)X(20 �(2ADAVAN) (39)PARKINGLOT,(1)ON 13 AND (2) 4-UNIT UNITS)=405PACE5 CARDINAL HILL LANE (2 SPACES /UNIT+1 GUEST (28) GARAGE, (24) ON -SITE, (2) ON 7A-7H, 14 SPACE/4 UNITS) X (26 58 HORIZON ROAD, (2) ON CARDINAL 23, 25-32 TOWNHOMES UNITS)=585PACE5 HILL LANE, (2) ON WARDELL CREST (1.SSPACES/UNIT)X70 (140)GARAGEANDDRIVEWAY UNITS=105+18GUEST=123 163 PER UNIT, (23)ONSTREET/ALLEY THIS PLAN 1-70 TOWNHOMES (1.SSPACES/UNIT) X (16 25 (2ADA VAN) (25) ON STREET/ALLEY 70-72 MULTIFAMILY(2)8-UNIT UNITS)=24 HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SDP202000048 & SDP202100019 Number provided this (SDP 202100006) TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 3 3-4 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 2 0 2 Habitat Single Family Detached Ownership 25%-80%AMI 40years 0-10 0 0 0 Accessory Units Rental 0%-80% AMI 10 years 0-5 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 0 15 Deeply Discounted Units Rental 0%-30% AMI 10 years 0-5 5 0 5 Habitat Condominium Ownership 20%-80%AMI 40years 0-20 15 0 15 5-8 HabitatTownhomes Ownership 25%-80%AMI 40years 0-30 18 0 18 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 4 0 4 Habitat Single Family Detached Ownership 40%-80% AMI 40years 0-10 2 0 2 Workforce Ownership/Rental 60%-120%AMI N/A 0-10 0 0 0 Accessory Units/Carriage Units Rental 0%-80% AMI 10 years 0-5 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 Market Townhomes Rental Unrestricted N/A 0-30 0 70 70 9-12 Habitat Condominium Ownership 20%-80%AMI 40years 0-30 0 16 16 Deeply Discounted Units Rental 0%-30% AMI 10 years 0-5 0 0 0 LIHTCApartments Rental 30%-80%AMI 30years 80 0 0 0 L_ ovation of the Trail is shown -on the Application Plan on page 8 of the Co f Development; how endmen exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially PROFFER STATEMENT completed prior to issuance of the one hundredth (100`s) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail 2: 03 connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) Taai Maao And Parcel Number(* 09000-00-00-001A0, 090A1shall be maintained by the County as described in section 2a above. Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be Date of Proffer Signature: _August 2, 2019 provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 31% acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMD and TMP 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent 90A1-lE (23.33 acres) which is to be rezoned from NMD to NMD. properly owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the Southwood Charlottesville LLC, is the owner (the "Owner') of Tax Map and Parcel Number 09000-00-00- public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to 001A0, 090A1-00-00-001E0, 07600-00-00-051AO (the "Property") which is the subject of rezoning application the issuance of the 300th Certificate of Occupancy in Phase 1. ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project"). FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA (SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the SOUTHWOOD CHARLOTTESVILLE, LLC, FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: dih'bns listed below which shall -be applied to the Property if it is rezoned to strict identified � a Virginia limits 1 bility compare A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE Ana are vyTrof%red as ofthe requested rez On / PERMITTED WITH ANY SINGLE-FAMILY DWELLING. e e that (1) the rezening i n—w rise to the need for the conditions; and:M I By: B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM supersILIA AVDF..jede Dan Rosensweig, Manager GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE is ved b the Boardoi� �rs in connection w� 5-00017. tab pre$ ptatemen afro y pervrso MAIN DWELLING UNIT, WHICHEVER IS GREATER. - - - C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA 1, ovn o ro ers-an en men -0 o e o evelopment for Brs' cmiRun ZMA2005 0019 OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS gm 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT !=h ded on Tas Mav-ParceF090Ai-00-00--00110. All existing proffers associated with * Q*- of IS REGULATED. Develoonent, applications, and Plan forZMA 2005-000T7 fe3aiing o Tax Mag-P 1 @40AY+ D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% 00i mereremoved and superseded b�tkeseproffers. Tax Mappare_e1090 l-wo-MOl® OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. �e Withp 1A0 and 076000-A051A0) shall comply wit an� V E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL l lopment, entitled "S°°thy°°d Phase 1,'-s'NeigliHrho� vModel "�mal � BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. 2A PH, strevls� g�-luiy2ri, 209. M a fl NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT 2. Trails. Parks, Civic Spaces. SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF a. Oreenwav Connections to Potential Adiacent County Parkland. At any time from approval of this u G. (3) THREE FEET. ASINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO rezoning application until the final certificate of occupancy is granted for Phase I, upon written REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION County to provide a public trail connection between the Trail described in paragraph 2(b) below and any CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT easement, associated trail connection, associated signage, and any associated structures shall be TO PERMITTING PROCESSES AND REGULATIONS. maintained in perpetuity by Albemarle County. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail'''), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18'A 28'A STEPBACKo MIN. N/A N/A 15" 15'E 15'E AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK MIN. NO MIN. 5' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKB MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. U MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACKc TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50, MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE. o A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. A.D. Cichocld Lie. No. 53741 1�12%22 z O a_ U U m w Q z O W w Of 0 ?W? 000 000 WWW a ti ti CL O O O DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. ENE 0 oc 0 C•7 !01 U 0 W w a 0 0 0 2 �0 V/ Q w J Q w m J Q LL }O z O U UJ J co Z LU a_ 0 LL1 LU 0 LL 0 LU 0 0 U F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). c FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. L 1= JOB NO. 47036 SHEET NO. CO.2 LEGEND ROADS SEWER TRAFFIC STOP BAR mSTORM ��� `'� S EXISTING SANITARY SEWER PIPE & STRUCTURE NO. �® I �J DROP INLET & STRUCTURE NO. t�SAN�QS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER - PROPOSED PAVEMENT EXISTING WATER LINE • • CENTERLINE OF DITCH B• yy PROPOSED WATER LINE BENCH MARK 4 B• yy PROPOSED VALVE . . CLEARING LIMITS -T! g• yy PROPOSED TAPPING SLEEVE T R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) - - 200 - -- EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB TC 240.5 PROPOSED SPOT ELEVATION EP EDGE OF PAVEMENT TW = TOP OF WALL 1Q PARKING COUNT BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT MANAGEDSLOPES PRESERVED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES BUT IS NOT LIMITED TO TESTING INSTALLATION DOCUMENTATION SURVEY ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. B. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR SEPTEMBER 14, 2021 INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). LINES AND STRUCTURES, AS NECESSARY. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SUBGRADE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF WAY. (N/A) THE LINE. 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. OF ROAD. (N/A) 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE 26, ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SLOPE OF 0.004 ft./ft. 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 27, WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-09. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. THE END OF THE DAY 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED REVISION OF THE ASCA RULES AND REGULATIONS. BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Albemarle County Private Road Acceptance Procedure Albemarle County As -built Road Plan Policy This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or geotech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans and plats: Provide drawings of the constructed improvements according to the Albemarle CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements Y P> sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). 38. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) COUNTY OF ALBEMARLE Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). drawn may n t therequirements of raps O .This Ian as dra of accurately reflect ( ) Y P P Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). A.D. Cichocld Lie. No. 53741 1�12/4 ^� E 0 rn o N C > E w v E w w 3 Q LL 3 0 LL w 0 m C W L M a_ V00 J -u .. rn Lu N Z W Q IT �0'X m LL 0 a = N N Fv¢� c E M O1 N W M 00 a� Z O U U U) LU zt Z Z o LU LU uJ wOf U U U 000 O O O F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 06 O V 1 U O Q cn J > w Q Q w l � 0 w m 1-I a 06 LL o U)LLJ 'LU^ W Q ° Z 2 0 O O 2 �O V/ JOB NO. 47036 SHEET NO. C1.0 L CD-1 PAVEMENT CUT SUBBASE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT �- PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 0 F- SUBBASE o- o_ - o- o 44 E-SELECT MATERIAL TYPE I OR I 157 AGGREGATE, ■B AGGREGATE OR CRUSHED &RIF I ,1_^11I GLASS MEETING RB GRADATION REQUIREMENTS. PLAN VIEW FBI GEOTEXRLE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR F PAVEMENT SURFACE M BASE 0 0 0 0 0 0 0 0 0 0 , SUBBASE OR CEMENT STABLIZED SUBBASE _ _ _ _ F�LECT MATERIAL TYPEIOR SUBGRADE 0 00-00 00"0§0§-00 (CEI.ENT OR LIME STABIUZED) iii GEOTE%TLE GLA AGGREGATE, RB GRADATION Q CRUSHED ORALJIC.E CLASS MEETING %8 GRN)ARON REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAN WILL NOT BE LOCATED AT THE POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LAW PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) MADE. CRUSHNG STRENGTH TYPE OF PPE N(W.T. 4" MOM. DIAMETER )(W.T. 5" NOM. DIAMETER SMOOTH WALL PVC .103 1 10.1531 SMOOTH WALL PE 70 PSI )00( 1 1 70 PSI )0()( 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED 50 AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. B. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE INVERT ELEVATION OF RECEIVNG DRAINAGE DITCH OR STRUCTURE. M WALL THICKNESS (MIN) -INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BE OF THE SAE CRUSHING STRENGTH AS THE OUTLET PIPE. NkN TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. XVDDT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD COMBINATION UNDERDRAIN REFERENCE SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 PIL -1L -UNITS OF PAY FOR TOP OF EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS TRAVEL LIVES CENTER LINE SECTION 1--4---------�-- - (WTH TYPE 1SELECT MATERIAL) EDGE OF PAVEMENT TRENCH PLACEMENT sHouLOEN LIE YPICA �1 TOE OF FLL F PAVEMENT SURFACE & BASE / 0 0 0 0 0 0 0 o SUBBASE LIMITS OF PAY FOR OUTLET PPE -o60- 0 66 6. - 6. 0 - 0 - 0 - 0 - FSELECT MATERIAL TYPE I ORI PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN 057 AGGREGATE, #B AGGREGATE OR CRUSHED 0 TEXTILE „j I GLASS MEETING #B GRADATION REQUIREMENTS. -^� 11�'Q�'ll NON -PERFORATED OUTLET PIPE F OR _PAVEMENT SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTH )(W.T. " NOM. DIAMETERI )(W,T. 5" NOM. DIAMETER SMOOTH WALL PVC .103 1 1 0.153 SMOOTH WALL PE 1 1 70 PSI )00( 70 PSI *)(i4 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE SELECT MATERIAL TYPE 1 OR SUBGRADE )f WILL THICKNESS (MINI -INCHES (CEMENT OR LIME STABILIZED) )00( TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. 057 AGGREGATE, •B AGGREGATE OR CRUSHED GEOTEXRE LASS MEETING 05 GRADATION REQUIREMENTS. FI° GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAD TAPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SMALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHILL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN. Q% DESIRABLE) GRADE. BRDGE SUBBASE 3. ON CURB AID GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UOERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" S� ND Tlg BASE DEPTH) YPE I 4. ON SUPERELEVATED SECTIONS TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SYE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE AVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 5. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UNITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SIRE CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EN-12OR OTHER DRAINAGE STRUCTURE. GREFE ENCON STANDARD COMBINATION UNDERDRAIN VDC3 EFE RRENCE ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) 50REVISION OnrE SHEET I OF 1 1 701 VIRGINIA DEPARTMENT OF TRANSPORTATION i0B.D5 CG-B NOTES( 1. THIS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB i GUTTER. 4. FOR USE WITH STABLNZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER MULL BE CONSTRUCTED PARALLEL TO THE SLOPE OF W38ASE COURSES AND TO THE DEPTH OF THE PAVEMENT. B. ALLOWABLE CRITERIA, FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSFICATION AND DESIGN SPEED AS SHOWN IN A OF R THE ROAD DESIGN MANUAL INTHE APPE"DIX SECTION ON OS URBAN STADMES. • D , A BE CONCRETE OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE I SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION zov03 A U A R1-1 STOP *Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 7.75 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12L 36 .875 12 12 C 6 15 48 1.25 16 16C 8 20 COLORS: LEGEND - WHI(E (REMOREFLECTNE) BACKGROUND - RED (RETROREFLECTNE) 1-1 MUTCD STOP SIGN DETAIL No Scale TOP OF CURB EPA CONTINUE 21 B STONE BASE j c FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. ram 11 • ■ ■ • �•� DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale I CONCRETE 'TE 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) :A.�:A��,X 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS )T LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2016 ROAD & BRIDGE STANDARDS CG-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE _ CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 27.. FOR A WIDTH OF 5 FEET. I A� XXSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) y 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. / (SEE NOTE 1) L- - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE - - - B 0 SIDEWALK USED WITH THIS STANDARD. (SIDEWALK (SEE - - - - NOTE 5) z OPTIONAL UNPAVED SPACE r 3, MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE In FLOW LINES R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION -- --�� t----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION Q EXPANSION OMITTED IN THE ENTRANCE.) JOINT JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE; WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY E%CEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL �c� SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8%MAX. GRADE CHANGE ® _ _ - D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ _ p (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ - - - - - - - - - - -NOTE 7) THE ENTRANCE. 8% MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE - 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A A OF THE VDOT ROAD MANUALINCLUDI GN IREMENTS. STOPPING SIGHT DISTANCE D KE VIALUE REO 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES ��� •e. i0 1.10. - CLASS A3 ,p- ,o •e. •e, •n. (H.E.S.) e • , e • n. ' �• ' °' - - CONCRETE ` SECTION C-C ENTRANCE VOLUMED" GRADE CHANGE DESIRABLE MAXIMUM HIGH I MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD < 3 % 6 % LOW LESS THAN 500 VPD <6X 1 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 5C2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 2016 ROAD & BRIDGE STANDARDS PRIVATE ROAD CROSS SECTION 6L CG-6 1.5" SM-9.5A 22' 2 5' (PAVEMENT WIDTH) f H% 1 1 COMPACTED SUBGRADE 2" IM-19.OA 5, 6' 3" BM-25.OA SIDEWALK (PLANTING STRIP) 4T PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. T BEYOND THE BACK OF CURB (TYP.) PRIVATE ROAD CROSS SECTION No Scale ALLEY 1 (WHOLE LENGTH) ALLEY 3 (9+85.27 - 17+25 & 19+65 - 20+55.64) C%L 1.5" SM-9.5A CG-6 I VARIES 20' MIN (PAVEMENT WIDTH) 2.5 t 2% TYPICAL (VARIES) SUBGRADE I „ NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale CG-2 2 IM-19.0A 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS AGGREGATE SHALL EXTEND T BEYOND THE BACK OF CURB (TYP.) ALLEY 3 (17+25 - 19+65) ALLEY 4 (WHOLE LENGTH) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) f 2% TYP COMPACTED SUBGRADE \_2" IM-19.OA 3" BM-25.OA r- PRIVATE & EMERGENCY ACCESS EASEMENTS�i NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. T BEYOND THE BACK OF CURB (TYP.) ALLEY CROSS SECTION No Scale CG-2 -\__L 005' CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) ALLEY 2 (WHOLE LENGTH) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) COMPACTED SUBGRADE NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale 2" IM-19.OA 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS= AGGREGATE SHALL EXTEND T BEYOND THE BACK OF CURB (TYP.) 0.5' 0.5' 6' (PLANTING STRIP) CG-2 5' SIDEV CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) A�r D. C1Chocki Lie. No. 53741 1�12/22 m E M 0 ON U N N Vi 0 > E a E w Lu Q U- o 3 p LL wO `m^ �_j U000 (n Z O M- Ce rn (A ry V W Z f D ti ? �i _j V) Q U L i c ry =v¢m Z O ��� ON (UM > LU 0 U 0 U 0 U LU > j j U U U � Z a a d 0 d CL O O F N 04 LU I:) O O 2 U Q Q M (0V1'004'M 04 rnoz 0 DATE V) 0 111812021 Y DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. L JOB NO. 47036 SHEET NO. C1.1 WIN-2 1 x 6 CAF 1 x 6 TRIMMEF 2 x 4 RAILS 10'-6 " x 4 METAL POST (TYP. V C. x 6 METAL POSTS 12'-0- 14'-O" 1 x 6 12 S7 HINGE OUTSIDE ELEVATION 3 SIDES VARIES VARIES f I IIIIIIIII NOTE. • ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVATION 3 SIDES DUMPSTER ENCLOSURE DETAILS N.T.S. NOTES: 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING FINISHED 12" MIN (TYP.) (MAX.) 1 1/8„ 1.5"ALUMINUI RAIL (TYP.) 12" (TYP.) 1 x 4^CAP OVER OUTSIDE GATE VIEW J I�AJ I CR YYfICCLJ INSIDE GATE VIEW 12" MIN (TYP.) (TYP-) EXP. rJOINT IrFINISHE 1 GRADE ✓ ' • • 1 EXTERIOR STAIRS No Scale CONIC. STONE 4 x 4 METAL POST UNLESS x I�Ok`TPLAN RWISE NOTED YP 1 x 6 TRIMMER 3' 1 x 6 SIDING 3'-0" 3 3'-O" 12" POST ELEVATION CC-3 REV. 9/I 201.02 CONCRETE BUMPER BLOCK ANCHOR WITH 518" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB 8' 5' 8' 8' 8' TYPICAL VAN F ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAI No Scale SIGN 1- 4" PAINTED STRIPE 91 (TYPICAL) :Islelli 111M 1.4"1weN11 I STD. U POST GALVANIZED POST TO BE DRIVEN SIGN AND POST DETAIL No Scale FEBUM FERNfiDVA. SIGN FOR THE DISABLED ON 0.80 GAUGE PMIG PANG ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SPACES SHALL BE IDENTIFIED BY ABOVE M NALT! pg�pLTy GRADE SIGNS AS RESERVED FOR PHYSICALLY SM- W RE IMIO-i5 O RE DISABLED PERSONS. PROVIDE ONE (1) R-7-8 ZAC YZOIE TOWAWAYZOPESIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND N INTERNATIONAL WHEELCHAIR SYMBOL. SIGN 6' ABOVE SHALL BE PLACED ON STEEL POST 1-1/2" O FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. GRADE ADA PARKING SIGNS No Scale 2 �J�T p 2 R �N j.. B.. .. 1" R SURFACE SEE e N, e, NOTE 4 • �•• o, o. . BASE 0 0. o. SUBBASE 7" NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUC OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUS- IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREM FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD D MANUAL. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 CG-7 EDGE OF EXISING PAVEMENT I I (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED NNNI CONSTRUCTX)N JOINT rE7�WGYERS PROPOSED ASPHALT LAYERS SUBBASE-------- PROPOSED SUBBASE COMPACTED SUBWADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXSTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1�/C INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES.OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES MD BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN &ONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE MD THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11i INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT MOOING SURFACE COURSE. UNLESS WAIVED BY HE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARMNGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL BE THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TEHN SHALL CONFORM TO THE REOUREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-N LOCATIONS SHILL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN KCOROARCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ��DO-r ASPHALT PAVEMENT WIDENING SPECIFICATION R000 AND BADGE STINDNRDS RISE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 3w 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS MWA�M11- if oil I ��- c _r PPES ORE ENCOUNTERED. SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I SHAPE TO OF WE I I I I I SLOPE TO PIPE TO INERT SECTION A -A OF METHOD OF TREATMENT IN DROP INLETS SHT \� SHAPINGOF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED PLANS WHERE INVERT OF PIPE IS ABOVE INVERT OF SLOPE TO DRAIN SON TRUCTUREOR j OTO UTLET PIPE MANHOLE DROP S TO SE FORMED AWD CONSTRUCTED H AP STANDARD OR SPECIAL DRAWING. N ACCORDANCE WITH IS ERTSH THE INVERT SOUPING AS OET HEREON IS TO CONSIST OF A DETAILED �/ n D CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR MIX v CLASS THAT 25X OF COARSE AGGREGATE MAY IC CLASS 4 IN CONSIST E STONE. BROKEN BRICK, BROKEN CONCRETE OR BROI{EN CONCRETE BLOCK. THE SURFACE BR TO 4A N DIAMETER BROKEN SHILL BE LEFT SMOOTH BY MEARS HIND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. • . DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES Ny°01r STANDARD METHOD OF SHAPING REFERENCE �DFENC E ROAD AND BRIDGE STANDARDS MANHOLE K INLET INVERT S SHEET 1 OF 1 REVSION DATE 302 DB.OB I VIRGINIA DEPARTMENT OF TRANSPORTATION I ___ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REV. 9/I 201.04 2016 ROAD 8 BRIDGE STANDARDS NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB MD GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE CUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R 254 �V R 11" o n o n e 7" o D D D - - - - - - _ THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A 7" 2'-0" MIN. DEPTH OF 7" IS MAINTAINED COMBINATION 4" CURB & GUTTER VIRGINIA DEQARTMENT OF TRANSQORTATION 105 502 AD. CZchoclii Lie. No. 53741 1/l2/22. ' 11 M E CD M o N N C > E uJ E w w 3 Q LL 3 p LL 0 LEI `m ^H j LJ 0000 Z - En O Ce Iy T (A ry V ti In W Z fD ? U 30�Q w Sn pQ Q h h i ry Z U ¢ � OLu F P > 0 0 0 w M Lu U U U Of Cl- GO CD H :Z1 j 000 � Z CL Q. CL O d Lu Lu Lu O O O F 0 Lu �!UJI N T 2 Q TN0r-4M U M 04 Q ti N (ON Z 0 (n DATE > CtI 111812021 O DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 0 06 O1 ' 1 TT\ Vl O Q U) j > W W Q < I- cQc ' G W co J ' 1 Q 06 O O T� O 1� 0 O O 2 0 v COB NO. 47036 SHEET NO. 131.2 L Y y O III 44" MIN. W MIN. f 17.5 B• MIN. a . a: 7. .4 Se.° o" - I 3r 'A 18 MIN. --17.5'� w • 37" MIN. YANGNUT LDCIONG ASSEMBLY 1Y MIN. LT BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT 0 1/2" METER) NTS FIG. W-7B - I 4" DIAMETER BRANCH VALVE BOX AND VALVE M.J. PLUG s' VARIES WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B„) VARIES THREADED COUPUNG PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B AIR RELEASE VI BRASS OR BRONZE PIPE SOLIID CEMENT BLOCKS ■ COPPER" SOFT STOP GRADE GATE STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WAT RLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 VARIES BOX TO METER BOX (SEE FIG. W-6A THRU -7E). W- MIL_ 1 / VARIES \ 2- COPPER WATER MAI M.J. FITTING \\\\ 4" DIP �/ 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. " SERVICE LINE TO CONNECTAT MAIN WITHX"x4"TEE. " REFER TO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFERTOFIG.W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE250DP.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. WI COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID i NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"1 METERS) NTS FIG. W-7 TDTD13 METER SIZE DIMENSI@i A DIMENSION B DIMENSION C 3'1' 5.0' 3'8' 2' 3'1' S'0' 3' 5' DI. 4- 5' MIN. 12, MIN, GREATER THAN 4' PRtH'DSALS WILL HE SUBMITTED, B DOOR HINGES r----- - - - - -----� I I I I I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T.S. FIG, W-7A rD-14 SIDE VIEW 75- DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' RLUMINUM ACCESS HATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- WLLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270) 2' TO 10' 18'-2Y ALVE BO 7 CU. FT. 668 STONE 4VMIN •; e' GATE • -M VALVE . i. 1' J TEE 6" .ti P.S.I. CONCRETE BASE AND THRUST BLOC ; S•'. ,: y: 11'y'� M,'i; BLOCK AGAINST ' UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 z v a TD-8 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II u T-i 1 � M.J. GATE VALVE WATER LINE In 4 ' I L _ I _ 2500 P.S.I. CONCRETE n 2'x 2' BEARING AREA. THRUST BLOCK d 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE t' CMPRESSM • 3/4' MAZE PIPE OR APPROVED EQUAL NOTE: NO SWEATED RTMDS DUAL SERVICE I' 7wc nr EDIT COPPER SINGLE SERVICE DLES SHALL HE USED ON PVC PPE. NTS FIG. W-5 TD-9 FOR USE ON ATTACHED SNSIE FAMILY RESIDENTIAL SRMCES OR DUAL RESIDENTIAL AND IRMGATIM STMOES. 0�- 2' 1" COMPRESSION a 3/4' MALE PRE CMPUM OR APPROVED EMAL 0 TOR USE ON DETACHES SNS.E FAMILY RESIDENTIAL SEAMM WERE AN PREDATION METER IS NOT PROMDED. OAST IBM UD ''WASH'" GRADE W MN. COPPERSE TIER 1/8 BEND cwMM- \ as ME" . CgRMAIIDN STOP .>•'�' Z- Cx„p„are. I.+', 4-4 v! BMA( AS NECESSARY " M� NDER TtiTlc .?y� 4' MALEIFIt203NDIIAw PPE 12' 7 AO(2-IINM MINIMUM TIIICNN24 !T� �".^t, r� Yr� LORD STO N0. 8]�i1WMTT TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A ID-10 - FOR BENDS B" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. i 6" 1 ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND SIZE A B C D E F V- 2'-3 Z' V 1'- 2'-0' 1 1/4' B" 2'-3 3'-0 W VI 2'1 Ile it 1/4' IW 2'- 3'- 2'-6' V 3'-D 2' lY 3' Y 18' SI WI SI S-0 VI 2 1/1 4" - Ir 2'-5 Y-D 2'-e' 1'-e 2'-8' 1 14' W Y 412'-8 2'-W VI 2' 22 1/2' 16, S-Y Wv 3'-O 2'- X-B 2' 12' 3'-a 8'-3 '- - 4'- 2' Is, 51 Y-e 3'-S 4'-D 6'- 2 1/2" V- 1Y N-W GI Y-D" 3'- 3'- 2 Ile 9' 3'-8 8'-8 3'-0' 3'-e" 3'-W' 2 1 4' 48• 10' 4'-e 71 3'-0' 4'-3' 5'- 2 14" 12• 5'-3 s'-a s'-1121 3" THREAD 1 NOMINAL AL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B ' -g' ff ' -' CONCRETE CLASS t6' 8'-8 t1'-0 S-B" 8'-D 7'-3' z t Y 12' BENDS & LARGER C� CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE: STANDARD 90• HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 Top View A 6" MINIMUM 4' MINIMUM m e 4" MINIMUM d da o. NOTE: RESTRAINED JOINT FITTINGS Side View FGi 2" Minimum '4, .., _°IIp9Q W114A, alvnized Steel Beam, II a V612 x 14 (min. size) .4 3' min. penetration into undisturbed soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 ASRA A36 AND HEX NUT ASTM A588 OYP) UNDISTURBED EARTH UNDISTURBED 2 - .3 DIA SOIL (TYP) ALL-THREM ..A. ): �•A: WATER MAIN VALVE •O W 3 24"MIN UNDISTURBED EARTH PIAB e •d� CLASS A-3 CONCRETE M11 .'L MIN ,.: EGA -LUG .'.Y.' ' Rim 18 :x.•s. MIN ,8" ELEYADON UNDISTURBED EA DA' MIN WIDTH MIN I is- 1-9 SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES MITE Fig. W-30 TDI JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT DF WAY, VARIES �lo•t�-I I io•� 5' 111 1 1 1 5' 1 I F V WATER SEWER 3 p o p rc £ LOCATION OF EITHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - BD' MINIMUM WATER & SEWER 30' MINIMUM M SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90- TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL "gp"MIN INITIAL BACKFILL241 IN _. * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDI1ION a I INITIAL BACKFILL a 1 UNSTABLE 6" W. 6" e' SOIL I MIN. MIN MIN 4`--• GRANULAR FILL AS #68 STONE •. '' • !:+t-3�'<< • APPROVED BY ACSA `.y1:��`t' <"1 \ ST CK' z STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEET) CU.YD. FEE CU.YD• BEND L H T L H T 90 2.50 250 3.01 0.24 4• & 6" 45 2.00 2.25 2.60 0.15 20D 2.25 2.5D 0.15 221/2 1.50 200 2.52 0.10 11 1/4 1.50 200 2.50 0.10 90 3.86 3.16 3.21 0.48 46 266 2.66 2.77 0.26 8" 221/2 1.66 Z15 2.69 0.13 3.16 2.91 2.68 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.B3 3.42 0.83 10" & 1Y 45 3.33 3.58 2.95 0.43 3.83 4.00 2B3 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE. DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 r' s � AryanD. Cichodd Lic. No. 53741 �/r�/iz• .�� ybuf M E 0 O, o N N N >E w a, E Z Q LL LL o 3 W w 0 tD ti < W U M J m Z w _ -L'i O F d O N IL 7 ZH y� LY H U X a� < Lu tiIr-11 IQI 2 c N Z c i^ U1 O N > p p p M CI U U U 00 00 O O O � Z a a a O a ti I M 0- 0 0 0 H o rN N rJ N L rN O C) O >u w ryN rJ = Q N N M U N Q tin 0 z Q) O U1 DATE > cf 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY is C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. TJJ l� 06 O lI 0 T\ V , U O > J_ W J lY a W J� Lu 0��(( r-I Q W LL (w� o W O ` (-) Z 0 O O T� i 0 V / JOB NO. 47036 SHEET NO. C1.3 L OF SEWER SERVICE LATERAL CONNECTION NOTES: �111 T%l 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS r rjL�.l INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN, 60' DIAMETER MANHOLE -" LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE PIPE CONNECTED REQUIRED. - D. Cichocki Z TOP (CROWN) ELEVATION OF THE THE LOWEST ryan TO THE MANHOLE. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL TEP . DROP MANHOLE PVC CROSS FA ? Lic. No. 53741 �2. BE CONNECTED USING A PIPE SADDLE. 2. USE APPROVED FLEXIBLE RUBBERBOOT. 3. MINIMUM GRADE FOR SEWER SERMCE CONNECTION SHALL BE 2% Q PER FOOT) + p(1/4" 3000 PSI CONC. BASE S �1 SIONAL F ROADWAY R 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2'_ MIN DIAMETER OF 4". s 4' GASKETED u STOP COUPLING BENCH SLOPED TO FLOW 7%OSiP 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER o 27' CHANNEL 1/4" 1' MIN OF 3 FEET. JDWP PIPE PIPE STRAPSf- SALT TREATED ° ,? (STAINLESS STEEL) i��k-: p SPACED EVERY .•-' 2' VERTICALLY�FINISHED ' _ ,� - " A+1 E O GROUND MARKER 90' RESTRAINED BEND �'•�a�` �`1�7'BRANCH O PAVEMENT mUENT SEWER 12„ ~- -" I 1 > E 0 PIPE / /Lu S I . MAINSEWER ` < U y 3 COATED STEM AND OR STAINLESS 42' MIN. 0.25' MIN. THICKNESS STEEL cASINc IN6uuTORS PIPE PLAN 4 ` 2„ 'a ' ' W Ole O L M 42' MIN. STEEL CASING I 112" B�TM aDSFILL W Q_ U m Z n` PLUG END OF PROFILE n w H -v af O d I MAIN LINE SECTION SERVICE LATERAL MIN. 6' BEDDING WITH NO. 68 STONE W d 45'0'0" 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BYTHEACSA, BUTSHALLNOTBE LESSTHAN TWO FLEXIBLE CONNECTION N��' 2'-D'� 7' OR B' 7' OR B' 2'-0', 2'-0 (z] FEEr. WITH STAINLESS STEEL ALL CONNECTIONS TO p cn x a _j a u w r T T 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL fr w ai I'- p V) U) (Fl UCTILE IRON PIPE I 18' OR 20' JOINT OF D.I. I THE DROP FITTING WITH STANDARD GASKETIOMT. BE CORED AND A FLEXIBLE " U) 2 c N Z Z Z Z (RESTRAINED JOINTS) 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS S14ALL BE MADE OF CONNECTION BOOT _ u ¢ O � w uJ STAINLESSSTEEL. O INSTALLED rn (1) NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF $ N > O O O PAVEMENT. WHICHEVER IS GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT w U U U 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. IN LINE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. cl� 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT. PLAN S.DROPCONNECTIONDISCHARGEFITTINGSHALLBEORIENTEDAT45DEGREES,INTOTHEFLOW. TYPICAL MANHOLE PLAN > WATER VARIES 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. O O O 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - I N TYPICAL STEEL SLEEVE INSTALLATION TWO8" DIAMETER DROP CONNECTIONS. W W UNDER ROADWAYS Ln Z SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NITS o w w w N.T.S N.T.S. N.T.S. FIG. W-10 FIG. S-I-B (D O O O O FIG. S-2 FIG. S-1-C2 0 Q. CZ j TD-33 TD-30 TD-27 = H ry w w I- Q) ry 0 ry 0 ry M S U Q N� ry ry Q ti n 0 �E FRAME & COVER O DATE r E ;A FRAME & COVER (SEE FIG. S-I-D,E) U) BACKFlLL SHALL y#� > E 6 �E B g ^� SEE FIG. S-I-D, E STREET SURFACE OR STREET SURFACE OR j O 1/18/2021 TAIN ROCK MATERIAL �g _SI g$ NON -PAVED AREA NON -PAVED AREA } 7REG 36"MINTHAN 5" IN ANY N 24' �a EB vo m ..1'-D" SLOPED AREA ,'' 2_0RUBB� PORTED STEEL STEPS;• SLOPED AREA "• ' DRAWN BY GAYNER BACKFlLL*1 MAX 1'-0" MAXC. 8"MIN TS) EMBEDMENT ROUGHLY COMPACTED _ E PRECAST REINFORCED CONCRETE SECTIONS WITH 00" RING SEALS 2�-O" DESIGNED BY HAND OR APPROVED LINE HANICAL TAMPER OF PIPE -L E s$ z $ E oSPRING $ �FeOR SwRUBBER APPROVEDEQUALC. GAYNER 6L° Ep m COATED STEEL3'-O" MINHING CHECKED BY N0. 68 STONE - - �s Vb o o o 3'-0" MIN - THE DROP CONNECTION SHALL BE STEPS CAST IN PLACE •• BEDDING 6" max 4" min s.. LU 'v °• g E A -GJ �$ DUCTILE IRON PIPE (CLASS 50)) e � 5" BACKFlLLED IN 6" LAYERS AND PRECAST REINFORCED SECTIONS • FOUNDATION (SHALL BE REQUIRED E- E E COMPACTED BY HAND TAMPERS OR 12 MIN BACKFlLLED WITH SELF -COMPACTING CONCRETE 12 MIN 0" RING SEALS 16" MAX B. CICHOCKI E WHEN SOIL CONDITIONS E € c)0 E 18 MAX STONE' MINIMUM ELEVATION • ARE UNSTABLE i, M.H. 5" ALL PIPE) 5" • DIFFERENCE ACROSS 4'-0" '-"plt C" E n n MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN FROM INLET TO OUTLET , ACROSS M.H. FROM INLET TO VA Riff. SHALL BE 0.20 FEET. OUTLET SHALL BE 0.20 FEET CONCRETE A FILLETED INVERT FOR A SMOOTH DEPTH OF FLOW FILLETS CHANNEL TO BE • TRANSITION OF FLOW BETWEEN DIAMETER OF : OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O ;� INLET & OULET PIPE SHALL BE •f "G pBomoED.1. t2 , d: e'"';. ::.'.:0 AVIES CONTRIBUTING .y -- ,�NOTE CON SEWER. T°BACKFlLLED °•12"/ALARGEST • J ENTIRELY WITH N0. 21A T A FILLETED INVERT FOR A SM00 STONE. DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED z PIPE IN MANHOLE TRANSITION OF FLOW BETWEEN2.FOR INLET & OUTLET PIPE SHALL BEAND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 SHALL BE PROVIDED' $r, $.,r$", r, FMIN. E. E E 4 E ro 6" BEDDING WITH N0. 68 STONE PROVIDED. BEDDINGSTONE 0 06 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" s6 -A 'sP WE NOTES: NOTE : W/ NO. 68 STONE BEDDING OF NO. 68 STONE ' ^nu wu "'" A�' �� 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE O Ots� SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 3. ALL JOINTS, LIFT HOLES• INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. O 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL SEWER PIPE 1 4z, DESIGN ON SEWERS WITH STEEP SLOPES' INSIDE AND OUT. TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME &COVER BRANCH TIE-IN TYPICAL MANHOLE WITH DROP CONNECTION SHOWING N.T.S FIG s-I-D , ^ NTS N.T.S L/ , FIG. S-3 TD-31 NTS FIG. S-I-A FIG. S-I-C � TD-25 TD-34 � ( , V TD_Y6 O vJ PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE Q WITH PART V, SECTION G OF THESE SPECIFICATIONS, i J W J� SLOPED AREA RUBBER COATED STEEL STEPS ': •. L7 W CAST IN PLACE FRAME & COVER �' • 4 ' Q (4) 1• eK ,xTm 1 1n• aN a P pou...N w 2] 7/2' ON 0 B°(T [eBemm] [3emml T z8 1/4• ow SEE FIG. S-I-D, E�:: PRECAST REINFORCED CONCRETE ' SE7 DOGHOUSE BASE•+,;,; •" EXISTING SANITARY ON CONCRETE BLOCKS , %. SEWER PIPE ' LLJ Ib Q I� [ea)mm] -� C77emm] I- Ie06mm]� SECTIONS WITH O" RING SEALS OR APPROVED EQUAL 2'-0" 1'-O" MAX ,x -. - DOGHOUSE OPENING SHALL A' " BE PREFORMED BY MIN. 12" CLEARANCE MANUFACTURER OR - 'r ' BETWEEN EXISTING PIPE SAW CUT TO FlT PIPE .,'r •• AND STONE BEDDING � Q LL O �x W `^ vJ > OUTSIDE DIAMATER PLUS 6". W W �_ 2e 7/,e• DN� e/e• D2 [temm] � A FITTING ACS MAY BE REQUIRED y" WITH ACSA APPROVAL 12' THICK VDOT z O DK n 2e" 0 se• ON 0 [BBOmm [e No. 68 STONE BEDDING 7 7/2' FRAME BECTION 13/tr [38mm] BE a B"xB"x16" AND 4"z8"x16" SOLID CONCRETE BLOCKS Q Q U Z L20mm] mmelma0 D" �� R1s10 THE DROP CONNECTION SHALL BE 3'-0" MIN a DUCTILE IRON PIPE. (CLASS 500 CENTER W/RISER WALL (4 EACH) - DOGHOUSE MANHOLE BASE I BACKFlLLED IN 8" YERS AN Dsm,d NI A 3t/e" 1/2' I P' qY L7Nmm) (13mm]"1 3 13/15" a 22 13/16. COMPACTED BY HAND TAMPERS OR 5" BACKFlLLED WITH SELF -COMPACTING STONE. , ii,iiii,ii, „ii, „..... „ , „ ,ii,iu,iiii,,ii,nii,ii,ii,nini..... i,ii, DOGHOUSEO MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING 2 1/8' (B7mm] (�7'm] 16 BE CONSTRUCTED AS SHOWN AROUND PIPE L54mm 1 3/8' 8325 a t7 18' 135mm] c/16' 0.0. OF 6K( cR00VE eaM ami (17mm] [74mm] SECTION VIEW 1/4" (Bmm) DIA MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO 5" e e OUTLET SHALL BE 0.20 FEET ON FIGURE S-1-A WITH 3,000 P51 CONCRETE OR NON -SHRINKING GROUT Q � r NEOPRENE GASKET 12'MIN 12"MIN A FILLETED INVERT FOR A SMOOTH (2) WRe, 1/1e x a/e x 1 1/2 $ FL (0 c=D 1800, t s 8• RJOSER PRd, 00A°1o96 E W Pc.m.ee [8mm / l� eIr 1®1 s/a-,1M tM ss VARIE TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE ALLOW CONCRETE WRAP EXISTING PIPE WITH O II 2400 -11-- (41mm Pilm/ Dwetzso 1/2' P MEW t t/a' (zilmm) INA BOSS ( 113M DIA s7AN(Bss s1la NIm P�ARA, Mama 1WR 5/8 ID 1M W W .,• PROVIDED. " � � �" FITTING DIMENSION VARIES WITH SLOPE. TO FLOW A MIN. 1'-0' BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING O PIIXo3AR a lA(zO.UG HOLE DETAIL NOTES: NOTES. xur 08 s/e-n m Itllx PNW/ 00N8f484 , •� ' ' 12" ., ; h: i' ;. ..' :.' p ;.. NEOPRENE SECURED BY 2 NON - STRAPS, 1 ON EACH SIDE OF OPENING t. ALL NNMHOIS4'MDNN f00 YEAR FIAODPUiN OR LOCATED W AREAS BUB.iC( TO FLOODING SHNL HAVE WATFA7IGXT FRAME A COYFR. 2 ALIEANADYE 0®GN FOR WATOOIe11T COVEke BE CON9DERO1. CA NU( X%.lW S/a-11 2N r9 a couBBs swL eE FDIm To FRAIBLS MTn LOcaxc wcs ORSWUM ASSEMBLY. PA" 00901= 183SR `°` 3/4 DIA OF LARGEST PIPE IN MANHOLE 12" MIN. CAST -IN PLACE TYPICAL WATERTIGHT la 3,000 PSI CONCRETE BASE ASSEMBLY MANHOLE FRAME &COVER LOCK LUG ASSEMBLY MIN. 6" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW N.T.S FIGS-I-E NOTES: 1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE .111.11 ii.iiui.na.iiu. n.nu. n,nn.. ..nnn n i i.ini. 11. n. 11 n 1. n..I nn.inninin iu.inini, I NOTES: 1 TO-32 SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING O 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED PIPE. INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" ' ^ OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE JOB NO. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47036 NTS N.T.S FIG. S-1-CI FIG. S-1-Al SHEET NO. C l A TD-29 TD-28 L L BLOCK 1 ° \ \ BLOCK HB I I I I J-12— I I 000 P-20--' III BLOCK 6 I � \ \ ' BLOCK d 14 I` 1�\\t , T\ y \ 1 \ 100 BLOCK 2 .. /' ry BLOCK 101 . ; BLOCK 8 H s NI� Q J-B P-14 \ J- ,5 AXON91 r � \� J 13 \ BRUC6 1.. MUM JR z_ Uc. No. 656612 22�0 oQ� 0�0� 12117�202;fr \ 20 a I SSIONAL E\yG m /® H-1� tlA _ U r ®— — a c — — — c_ N N e d < c 1 r r > p w ®® 9 Q LL 3 f CC,� d r LL tG 1 L� t` ✓� me BURG ROap.� ®®_�® 1 I 1� I ` w L zki" u cLL O ✓� ' �� L 4 = u i O LA d d — IL 53 VI W r4 oom m� titi woo W W ® � � � `Z 0 BLOCK 11 _ 0 Be BLOCK 9 > W N Q N z O V /L to DATE 1 { ! > P8 J-3 �r® C3 r / I 10130119 Hd yt � �� DRAWN BY O �'.�i I ® —�` i H-5 J-6 _ H4 0 7 S. HARVEY DESIGNED BY S. HARVEY ® CHECKED BY \ \ ` ` � r C — y C I I \ j ,'' �.. +� _ r° — =r ®g `-- ® B. STRICKLAND 1 s� 0. , \ ` 1 p � 1 3 _ 1J r LANE � ` r — _ — — — � � ' � \ 9 % � ® 1 ' SCALE �! d N.T.S. ✓ �� d d* \\ 111 \ J �4 ® G® \/u Li % CL A. a , ® %L" �� I�I' 1 % TON DRIVE y y y � ✓� \� ! Al %y � ® n f J � � o NjHAR-<\\ FUTURE ®/ a y� 11/l W a Q �\O \\ \ RESIDENTIAL n \ \\ LJ o F \\®r \a% J O V UNITS � 1 \\\ \\\\\❑yY®//'< ''`\ Lu ♦� Q Lu ® / o JY o /// U 2 0l 7/ % w C N {cn v LJJ 0 o nO PIPE LEGEND J08 N. m NEW PIPE 40919 ® / \ EXISTING PIPE SHEET NO. o C9.0 t f r AryanD. Cichocla �z l ic. No. 53741 ybu.* M E O U N vi N > E � W Lu LL o 3 LL — O L M Q W Jy—n O z_ y cl� >i O �j x (Ul) Q J < of W Q 2 N Z ~ Inc � N > p p p � U U U M W J O O O a a a � Z a��� 0 W ry N N Q ti ti n DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY 8. CICHOCKI SCALE N.A. rl 66 O U O I— LU J Q CC Q Q w ro a O LL rl J w o LL �r w v / O U I� M O O 2 O L PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. AM JOB NO. 47036 SHEET NO. C1.5 L i L b u 2 s Y • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 12119/2019. THE FLOW TEST NODE IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW CURVE IS SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER MODEL LAYOUT. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. FLOW DEMAND CRITERIA • .VERAGE DAILY DEMANDS: •• RESIDENTIAL UNITS: • FLOW FACTOR = 270 GPD / UNIT .00 DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT as BLOCK3: ••• RESIDENTIAL UNITS = 22 ••• AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 • : BLOCK 4: .. ... RESIDENTIAL UNITS = 10 AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 BLOCK 5: ••• RESIDENTIAL UNITS AVERAGE DAILYDEMAND = 13.31 GPM AT J-17 BLOCK 6: ... RESIDENTIAL UNITS = 6 AVERAGE DAILY DEMAND = 1,13 GPM AT J-11 ... RESIDENTIAL BLOCK7: RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1,13 GPM AT J-14 ... RESIDENTIAL BLOCK& ... RESIDENTIAL UNITS = 5 AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 .• BLOCKS 9-11: .::•• MID ISE TS FLOW FACTOR APARTMENTS I 270 GPDNUNIT •••• TOTAL DEMAND = 18,630 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 12.94 GPM ••• TOWNHOMES = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS ... • DAILYAVERAGE STUDIO APART ENTS DEMAND 00 GPM • 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD .••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.00 GPM ••• BREEZEWAY UNITS = 116 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 31,320 GPD •••• DURATION = 24 HOURS •.. AVERAGE •.. AVERAGE DAILY DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EVENLY (15.66 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 •• BLOCK 12: ••• ONE BEDROOM RESIDENTIAL UNITS = 15 •••• FLOW FACTOR = 270 GPD / UNIT see* TOTAL DEMAND = 4,050 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 ••• TWO BEDROOM RESIDENTIAL UNITS = 65 •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 17,550 GPD •••• DURATION = 24 HOURS ill AVERAGE DAILY DEMAND = 12.19 GPM AT J-2 ••• COMMERCIAL KITCHEN = 5,000 SF •••• FLOW FACTOR is: 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS 00 AVERAGE ACE DAILY 5AND = 6.94 GPM AT J-2 ••• RETAIL S000 SF •••• FLOW FACTOR = 250 GPD / 1,000 SF •••• TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 1.74 GPM AT J-2 ••• PHA LEASING AND COMMUNITY SPACE = 3,200 SF •••• FLOW FACTOR = 175 GPD / 1,000 SF •••• TOTAL DEMAND = 560 GPD •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 •• FUTURE RESIDENTIAL UNITS •a• UNITS = 250 a•e AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 •a• AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 • ISO DEMAND = 2,500 GPM •• 1,250 GPM EACH AT H-2 AND H-3 CONCLUSION • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. • AN AVAILABLE FIRE FLOW TABLE WAS PROVIDED FOR REVIEW BY THE AUTHORITY HAVING JURISDICTION. THE FLOW WAS CALCULATED FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE OPERATIONAL AND PERMIT CAPACITY. RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street 70 HYDRANT FLOW TEST Test Date 12/19/2019 Test Time 100oa.m 'llll Static Pressure 62 PSI I aft, Residual Pressure: 59 PSI Observed313 GPM 1 Note. Flow testresults were provided so � by Alpemad¢ County Service Authority. als s® 30 -Observed Flow ® - -Projected Fbw q 20 DiS(MAIMER: The flow test results are based upon information gathered at the time the test was performed. The 10 variab'lly of the water system due to changes in usagq demand and operating conditions precincies ond[p sprecludes guarantee that expectations regarding available pressures and flows will be exacting Projected flow onvend the observed Dow is on It an estimation. ® 7,000 2,000 3,000 4,000 5,000 6,000 Flovipa ll new- Ovin°rmm ° Nonn SeMce. ACSLn v. Nm in wv.. PXvaM OwnenM �; wry ♦ in Sinve. Fry. cFvw_w' 2 JL � j �/ ♦ In Serr ce ACSA OwneE State Residual Hydrant J/ <csnrl..me m ` - SA WaM, Man tiIIN Type a ! 203 i Wmn, Paw Wa\n m 2091 s _ P. 9- m m o /9pLt 'n Maay xa•.nm PumPfa\a•ua\ yy� 200 : � _ 4�0j G \ r 'A 203 Ry boa m' x� w � PNyi"st 4 ly H � ay M N Abmffk cow s.,.,w rwr+r, .swnw.n w w v,mum +Ivy Dion mwa�e rr wi Service Auth6rrty eenp.w,mvw tram°CNuwertrwa2 n�+man4w•w,..aw S c no .wyr-gm¢tnmwwamawgw i'anneOw O,m°'ie Cu+alaa'eYvla 2J1 bJ °ie� SMg•Wv+S FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 488.5 490.2 492.2 489.1 466.8 461.3 453.2 443.2 440.5 436.9 432.9 440.4 444.2 457.0 461.8 455.6 451.3 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 STATIC 66-9. 662 65-4 66.7 76-3 787 82.2 86-5 877 89.3 91-0 87-8 86.1 80-6 78.5 81.2 83.0 62-0 664 65.9 72-9 79.2 842 86.7 91.0 87-5 82-3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76.1 78.4 81.9 86.2 87.4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82.7 61,9 66.3 65.8 72.7 79.0 64.0 86.4 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MOD) 66.6 65.9 65.0 66.3 75.7 78.0 81.4 Ell 86.9 88.4 90.1 86.9 85.2 79.7 7T6 80.3 82.2 61.7 66.0 65.5 72A 78.5 83.4 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND( PHD) 66.3 65.4 64.5 65.7 74.9 7T1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61A 65.6 65.0 71.6 77.6 82A 84.8 89.0 85.5 80.3 80.6 PHD + ISO DEMAND_ 48.9 45.0 39.8 41.0 50A 523 55.7 59.9 61.0 6Z6 64.3 61.0 59.4 53.8 5t7 54.4 56.3 48.0 45.9 40.0 46.9 52-8 57.6 60.0 64.2 60.1 55.6 55.9 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 I H-2 1 H-3 H4 1 H-5 1 H-6 1 H-7 H-8 H-9 H-10 H-11 ELEVATION (1 1 500.0 1 489.8 1 490.9 474.7 1 460.2 1 448.5 1 442.8 433.0 I 1 441.1 453.0 452.3 AVAILABLE FIRE FLOW" 1 4,91 4,0)9 1 2,918 2,296 1 1,991 1 1,707 1 1,608 1,563 1 1,550 1,531 1,554 •AVALABLE FIRE FLOW IS CALCULATED, NOWSIMJLTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT ASYSTEM MNIMUM RESIDUAL PIPE REPORT LABEL LENGTH (FT) DIA (Il P-1 409 12 P-2 246 12 P-3 30 12 P4 178 12 P-5 26 12 P-6 124 8 P-7 290 8 P-8 166 8 P-9 167 8 P-10 39 8 P-11 238 ] 8 ] P-12 165 8 P-13 183 P-15 80 '8 P-16 142 8 P-17 158 8 P-18 55 8 P-19 159 8 J P-20 14 8 P-21 64 8 P-22 182 8 P-23 85 8 P-24 124 _ 8 P-25 164 8 P-26 87 8 P-27 24 8 P-28 299 8 • Hydrant Flow Date eoPelson2019 ll II/20/0/ Test Report ,w A'Yw WSO•dt„r.Yn a,.,, ,•,,.,,..,, �'in Location OLD LYNCHBL'RG RO - `° - - - V - -Y^a LL rah Date and Time of Test 12/1912019 SO:OO:OOAM� .°� • Is Minutes of Flow 2" Minutes ®d• n e •® �ilca 6•d 6 tl�po® Pipe Size (inches) 12 5" = y` a� �p e • e Pamo m® ®®a P e a mo®N rasa is Pressure Hydrant 12032_ an m® Static Pressure (Fell 621 m a z a$ o m ®v®®g t'� pa v °gyp w©am ®�a sail 1�13' Residual Pressure (PSI) 59- a� Q20 Looped Q20 Multiple Infirm Hydrants Q20 Single Flow Sprinkler Test Single Flow .P sF. orlc, Flow Hydrant pl 12030 Wtot Pressure Nl (psi) tit Yellow 1 VI Test New 1 ® a' _ �' -1313 :✓ Flow HVdrant 92 Pitot Pressure pi (psi) Yellows Test Flow 2° 0 r Flow Hydrant N3 Pitot Press. m N3(psi) Y•Ibw3 Test Flow3 0:. i'a " ¢. - rag Leo- Total Estimated Flaw (gpm) 1313 A n or AWWA Q20 Calculation (peal a • ® uaa ®° .° ° n e Comments m m °-nv _ a o Hydrants opened all the way. One pump running at Mosby - i®® "aB a Pis „ Mountain pump station, o e 0 r - - -. - - wc+ a a a . oa J a Estimated Consumption (Sal) 2626 - -n m F a, � m® for ufP 101 Wd[P'du0. u g 9 i, g a T1 C3 asin Signature of Tester: Il m . e ED a v ra© e o dL�li Wye° ® /ai rs It�v u°.xr b'°9 ,yes fie® Bgry ©`v°e ®CN ® F iPIrr '�66 r6 1el �g,m p Vela°cFDea �� °® o 7a Veis ,0 se °,�� ^ ° amp 0" mFJ • s oaae ® a 0 a m S m O e• = d ° u a@®om ® a L' - o - d• a o eP -. C° BRUCE R. STRICKLM dR tic. No. 056612 ion 12�1712021 J m E ro� N 0 E W Y E Fuv�c ILI duo LL - 6vOLM CIL J -M 1 'AN N v 3Wait 0'nx LL 04 �� 2IJ >N F a C N i CIP, ,A ro yv a m P lD J aD H N Z O f f Z 0 At as H Q 0 DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY SCALE N.T.S. 1-i W V Q Jso J Z� W m as / 3 IJ� S 1 P n C I --I m W J �' Q ^ LU z w LL J O Of C U '? Jwli c, WDO Is Q Z o >o� .0 ZUJ ¢ �0}aZ W U = 20 0. LLJ m c 0. O in Ln 3 in Zm p W LIJ .6 m e m E = Q nL S\ a3 = in as - N Dano m L O �• m 8 E a mSo 'o 0 Z JOB NO. x = 0 m 40919 SHEET NO, n o C9.1 m E AryanD. Cichocla Lic. No. 53741 Iff,iii , YZoSt� N Z 0 f f Z 0 d U LU O U_ LU U U U IY > j � 0 0 Q W W W aIU c O O O DATE 1/1812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. Tassel 66 O i U O;H W LL C) Q LU J a O UL rl J Uo LL (..� r mow/ QO LL U 2 0 O O T� tesse- i Z) O V) JOB NO. 47036 SHEET NO. C1.6 0 c on C �a 0 �o 2 o O d CO (DO n0 0 c E o eon c on @ 1,0 0 MeMe c C7 3 Z m o on � a N `o£ 0 o .3 n m c > 2 on @ J N 0 O 0 ._ r � E� U 0 � O E C O m Q c da a @ 73 �a o � to U) to U p 3 c w an 0 c p to n o @ o so @ 0. L A.D. Cichocld 'Z U lie. No. 53741 �'P0 "/12/a 12 12 PRE-ENGINEERED WOOD T� �T ROOF TRUSSES BY O.C. MEAN ROOF HEIGHT MANUFACTURER ® 24" ` . 10NAL 1 fl�7y INSULATION SEE SPECS o E -0. HEEL HEIGHT _ rn u N ^1 c EAVE P F P T — - — - — - - — - — - — - — > E HEIGHT WINDOW H.H._ _____ - — - — - — - — - — ______ __ ___—___—__ ILLai E H-W U N �i Q U. 3 O p U.— o uj o BEDROOM 3 CL. BATH MASTER W.I.C. MASTER BATH V co a Z ILL — in ce d O In W N V W � Z ti SECOND FLOOR ~ �i -i V) Q U 1 u M TOP OF PLATE __________ _ N Z Z Z Z j WINDOW H.H. ___—_—___ _—___—___ Fv¢Lr; O w U U U N w M Of v m W J KITCHEN DINING FAMILY ROOM ° ~ o 0 c� Of ZaoOIL U) (1) (f) pr FIRST FLCOR - - - - - a- h KK h N TOP OF PLATE p d Q CL Q Q WINDOW H.H. _ F 19-8 ILL W p0rN 0� • " 2 Q r.4 � N M m GARAGE MECH. CL. STUDY / OPT. " U Z p 1V "1ry^I ^ ON o BEDROOM t/1 DATE TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: j 4" GONG SLAB ON GRADE W/6"X6" #1.4/1.4 ON 6 MIL POLY VAPOR BARRIER ON 4" GRAVEL FILL j 111812021 TOP OF SLAB O DRAWN BY 3%slo a=9" OrrGONG. FTNG.(SEE STRUCTURE) } 0 I V.POLYET1Ax1A 4"PERF. DRAIN TILE 4'CONIC.6 N 6 MIL W.WVAPOR C. GAYNER ZS"•O" BARRIE.O 4'CRUSHE VAPOR BARRIER ON 4" CRUSHED STONE • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 12 PRE-ENGINEERED WOOD 7 ROOF TRUSSES BY W MEAN ROOF HEIGHT MANUFACTURER @ 24" O.C. O INSULATION SEE SPECS HEEL HEIGHT V WC HEIGHT - - - - - 0 WINDOW H.H. G 0 2 m U z BEDROOM 3 CL. BATH W.I.C. MASTER BEDROOM >0 O > SECONDFLOOR W J I TOP OF PLATE ' wWINDOW H.H. - - - - - - - - - - - - - ' W < Z o q m 0 m Q Z m KITCHEN GREAT ROOM o Q m N r [� Lu Q o LLJ n FIRST FLOOR c°'v ry TOP OF PLATE 7 0 Q O GARAGE m MECH. REC. ROOM O TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: 4" CONC SLAB ON GRADE W16"X6" #1.4/1.4 ON \ 5 6 MIL POLY VAPOR BARRIER ON 4' GRAVEL FILL CONCRETE FOUNDATION TOP OF SLAB WALL (SEE STRUCTURE) _ _ _ 3%slope = 9' _ CONIC. FTNG.(SEE STRUCTURE) rn 4° PERF. DRAIN TILE a" CONC. SLAB w/Ncsxwl.axl.a 25'-0" VAPOR BARRIER ONL4ECRUSHED STONE O JOB NO. BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. 47036 SHEET NO. 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O j j F a DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=100' T 66 O Illaft 0) U Q J O < 0- 1.. o -I V Q Z w U) c0 Q J J T I ^^ LL 0- Vu O �: _J// o O. Lu CL O 0 O O IIII— (O V / JOB NO. 47036 SHEET NO. C2.2 c a 2 0 c 8 n 2- n c m M' 0 m m c m t . m t c 0 a� 3 a vX n0 12z 20 o 2 c 2 m d g 0 - 0. V Oc x d O 3 Z m O me � d 5 ° LE Q § n d .Z Y a c 0. t 3 Iu c W 12 0 E.2 U m 06 a c Nv 0 , 'a N CO N N U c 2 N c ° m C 0 n o m 0 m= L BISCUIT RUN o CENTERLINE , o ° WPO BUFFER io�—O� o 0 ° �o A oat o, 0 0 ' o u,, `O O O �° O O / ° o /O O Of ° / i/ a�° / °, o FEMA EFFECTIVE o / / ° m ZONEA ° , o FLOODPLAIN / / / 0, 100YR FLOODPLAIM PER ° ° , o o / / / LOMR CASE NO. 21-03-0029P° ° ° ° (UNDER REVIEI� , ° ° / / o ° �° / ° o L / ° / / / 0 0 0 500YR FLOODPLAIN PER° a ° / / / LOMRCgSENO.21-03-00�jP ° (UNDER RED%EW) ° , ° / g /// / 100YRFLOODWgypER o° � 0 o � 30'(MIN.) / LOMR CASE NO. 21-03-�gp ° ° / / TRAIL BUFFER / (UNDER REVIEW) ° �r°° ° / / OT SIGHTT / ° ° , o ° ° ° / DISTAN�� o E / o , o o �� o // EASEME'I�/T 00° � O*00� O O ♦♦ / o ° ° ♦ / 4000 o° MANAGED ° O O o ° STEEP SLOPES ° / ° (TYPICAL) ° oo`, �O ° °O° O ° ° / o o ° C{�d��� a�40''10 o o / 0 O 00'd o00 / O° o o / / 13 0 o Oo dS� ,0 / AD // SEWEF o polo 000/ Q�oj Z` / // // / /'' EJECTO �� ° ° / Cj 0 / / PU F °° ° 0 °�pJ //102' ° ° ° o L� / �� <C/�� / j' / / CONDO #1 ° �° / d ��, `Q ��/ / / / (8 UNITS) °�Y� � 4" FOUNL / / �P / / ''' DRAINSTIDATION ETO \\ 7• 0 0 O o / / / // / / STORM SEWER / 0 ° o / / / / 4" CLASS 53 DUCTILE / 0 ° ° ° / � IRON FIRE LINE 4' X F CONCRETE PAD A, 7�FOR (1) 16 DOOR CLUSTER MAILBOX & (1) 12 / ° / / / / DOOR CLUSTER MAILBOX. ° COORDINATE WITH�USP O / / / / /i ° / // / FSETBACK 11 / / / �� / \ �� ■ 30'(MIN.) ---------------------- \ ■ TRAIL BUFFER — ��TH OFF \ \ \ \ i / ■ \ ■ �GP � �GP 'GP � %%---------- �� ryan D. Cichocki Z \1 / s�� ------------------------------------ U Lie. No. 53741 � OHP--- ��i-----------� OFP-----OHP--/�Zf OHp L — OHP— — 0 OHP— — — S Cs\ 0000, _ — — \ `SIGNAL / s� �bSG / ' .� O.H. ELECTRCTELE TV LINES E .1 / w = Y o J — ui O �. 6.25' a 6. ' °oo°o°°oQ z_ W a�� M / ♦ PEDESTRIAN a d. 5 a ..d QQ o°Qo g U CONNECTION #1 I Q°Q° Q° ° `� a W ----- -- ------ 0000°oo°ooQ In a m i q moo°o°oo°o°o° U a Lu I 0000 0 ooQ y N o 0 0 CG-7 CURB ALONG 20' 4' X 5' CONCRETE I I QOQ°° QQ M � U U U FEAR EIN DRIVEWAY PAD FOR (1) 16 DOOR I I° o o°o°o° o o °o o w Z Z Z GN ENTRANCES. 40' CLUSTER MAILBOX Q Q Q O o > > > / ♦ / — T TRANSITIONSQ�Q�OQ�oQ�ouQ°VQ O O O 16 \ \\ EITHER SIDE. 8 TH - 20' 5' SETBACK — — — ° °Q°QQQ°QQ°OO Q W W W 20' TYP. QQ QQQ 2 a a a g ;059 F' I OT 1 LOT 21 LOT LOT 23 LOT 24 LOT 25 �; o =o g w w w EN1TY S CE T 8 LOT 20 a EJECTO 350 SF 1350 SF 1350 SF 1690 SF = Q ¢ Q PUM \ I 182 F 50 SF 11 1350 SF 1350 SF I I 0 a / Ile / \�/ _ ' 102' 5' SETBACK o . w N ^N ^� ry rczl ��� YJ`� ui CONDO#2 41 RT / \ 4 �® 18 z ~ ^ o (8 UNITS) \\ — 91 o SAN SAN AN SAN I R3' I I ; DATE 46.6'/ \ / ,e 4' I I 111812021 LOT 72 O / 7020 SF 4" CLASS 3 DUCTILE 14 \\ R84 8„W ^W 8" I R106' SA r DRAWN BY IRON FIRE LINE / ❑ 3' 8"IV C. GAYNER — RT — DESIGNED BY 1.5" WATER 7 --- ----- -- -- - -- - - -- -- - - - ---- - - ----- - -- - ---- - - --- ---- \ METER )PARK g : 2'0': •- • \ 17. I • FRE \� FHA 1s C. GAYNER SIG J � ° a J : �- \._. / • CHECKED BY \ I I I � ` �� I f(I 9 • B. CICHOCKI .6' 6' / 2 \ ,. ' \ "NO PARKING 20' TYP. 22' J IA • 8"X4" % ,'A. \ \ FIRE LANE" 36' COMBINED „DIP • SCALE AB D/ a / R3' TEE g ; t \ 43II�JNDATI ACSA SEWER • 1 "=20' NA ,> ' 4" GV DRAINS TIE T AND WATER — —4� 5' SET AC — — EMENT 12 \I STORM SEWE EMENT 7 TH - 22' J 4' X 5' LOT 11 LOT 12 LOT 13 LOT 44 t67 15 LOT 1L I PAD roi �df' 8 24' \ \\ \' 2354 SF 1780 �2 SF 1619 SF 1591 SF 1599 S 177 $F CLUS „X4„ LOT x0 \, 8 A e TE 2�JM SF '\ �. i . 26 2154 4' _ I I 22' - I O ` EDUC R /.: /::,• 5' SETBACK T LOT 9 752 $F I ' > T� Cr STGP AN \ I MODIFIED CG-3 CURB. 1" HEIGHT 8" CLASS 53 5 TH - 22' ° : AD NAI{M1 • DUCTILE IRON i ALONG DRIVEWAY ENTRANCES. 15' SIGN.( P•) : WATERMAIN = 5' TRANSITIONS EITHER SIDE. 5 LOT/8' \ TYPICAL ALONG SOUTH AND EAST kv - 6'IO $F SIDE OF SWEETBAY STREET. A'- r_v \ 8 'C LOT 6 / \\ r ' ' ' /' MAX. 25' SETBACK v \ <{ v AND WA > F2 U) a / / 6,�X4,� / TE \ �� SE=NT IN J / TRAIL FFER / / X / / / / \S / ap i' LOT 5 �' 9; / m J_ rD S N 1� Q // // / 14 / '1T FH / q LL "NO PARKNVG FIRrtANE" \ S N / 06 / SIGNS 9' 6 GV \ a `. — — (n u / • ./�18' 6" DIP X - / MANHOLE PROPOSED NOTES: a / l' �20'' : ; 22, TOP AND 6 UNDER SOUTHWOOD 8" CLASS 52 1. MAILBOX LOCATIONS TO BR COORDINATED ^�^ / ROAD a VILLAGE 1 DUCTILE IRON WITH THE POST MASTER. 0. Q SIG p '° \ a' C SDP202000048 ,WATERMAIN 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & J e / 6,. G / . ' , 04 F lqQ \ \ EASEMENT PLAN FOR INFORMATION ON Q 5iTH - 22 ' C\ MILL OVERLAY / PROPOSED EASEMENTS. FHA LOT \ 8" WATER MAIN / 1 ✓ SF 9�\ti �� IN AC CE \ \ ESTABLISHED IN BLOCKS 9-11 UNTIL THE O / 17.5' PRESCRIPTIVE j6.. E BA K W 2 O p \� SOUTHWOODNDER j V T S�FD WP_2 \ \ \ \ 3. ALL BUSH DIN BL SERVICES CANNOT BE 3 5S C EASEMENT 20' /T p\� VILLAGE 1 / VILLAGE 1 INFRASTRUCTURE IS INSTALLED, O ` P. ! \ �GPe SDP202000048 �� \ \ TESTED, AND ACCEPTED. \ 13.82''°'J )\ / T2 �jjjj 5 �I I 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE / /? fop o�3y6 // / \ A HANDRAIL, AS SHOWN ON SHEET C1.2. 19.07 v 6 NO PA KIN 1 JD a 5.25' \ LOT 1/ SIGN �Q 5�0 /� 8"X8" T�& 1 p`^gip' 2129 $F LEGEND \ \ INT IOR\ 5' MODIFIED CG-3 CURB. 1" j \ GA GE( ) 4 HEIGHT ALONG DRIVEWAY / CONCRETE SIDEWALK O / \ 4" FOUNDATION T 1 ENTRANCES. k / DRAIN TO 1 77 F TRANSITIONS EITHER SIDE. s o / \ DAYLIGHT f \ TYPICAL ALONG SOUTH AND j / / HEAVY DUTY CONCRETE o EAST SIDE OF SWEETBAY \ LIGHT DUTY ASPHALT 5 / / \ \ \ 5.25' STREET. / % HEAVY DUTY ASPHALT \ NP�63 JOB N0. CLASS B TYPE II TRAIL SCALE 1"=20' 47036 SHEET NO. RUBBER KEY PLAN 0 20' 40' C4.0 0 c a N c e 0 m L LEGEND • C -•'DNOTES: STATE ROUTE 31 1. MAILBOX LOCATIONS TO BIR COORDINATED WITH THE POST .- • ' • • `S HEAVY DUTY CONCRETE -- , AD. LIGHT •1�i�ck HEAVY DUTY ASPHALT lie. No. 53741 CLASS B TYPE 11 TRAIL RUBBER SCALE V=20' • - • • - • • • �_������ a 1 1 1 I • �i•.�� �� • T 'FFAWui CC i- ... ... �•I■■■■■■■■■■■■■■■■■�1 jr----=-------� -- i ------------------i,♦♦♦♦♦♦♦♦♦♦♦♦-♦�. •� - ■■■■■■■■■■■■_■■II■■■ 1� • ♦ ♦♦ .♦♦♦♦♦♦♦ ♦♦ ♦ ♦ �� . • • 1 - • • PARKING .I ■ ��I��♦�� ♦♦ ♦♦♦♦�♦♦�♦♦�♦♦Ili ■�■® L ... ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ H i ?iceSIGN • • FOR DOOR ♦u♦♦♦�yCC♦♦♦ t1 ' CLUSTER MAILBOX LOT 64 NONE .♦ �♦ ♦♦ ♦♦„'►��♦♦♦♦♦ I1 1 I 1 . . �,�!�• �♦ ♦. ♦♦ rr►,�►1�■■■■ . 1 Ills► 1911■ ' • • _ mill ��• �� . �� ��II■SIG' MONSOONGA GE, . - LOT Ill 1 9 LOT ■III® 111® ■ in - DATE LOT 5�6j DESIGNED BY ,I • All���' ' , ■III lli■ ' 1 EWER A ME • I e 1384 SF B. CICHOCKI ACSA SCALE OPEN TER SPACE L LOT 66 4,434 SIP 138 SF DNAME_/ His FZTF PA NO PARIqING 40 bp 06 I SF WON VIM tllllllW FF Tl Ll IlIq 1 �� `® • =� 1 �� ♦ Ld • • • ''' • ' •• AND 1 STORM WEIR L7 T �-21 ROAD NAME1 LOT• LOT 48 •�. _ ��`►►► �I 1ALONG DRIVEWAY 1 1SIGN- 1 111 1 • _ •JOB NO. • • L --------------------------- ------------------------- I-------- ---- --- --- -- ---------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------- ---------------------------------------- -- y_________________________________________________________________________________________________________________________________________________________________________________ I OLD LYNCHBURG ROAD STATE ROUTE 631 1 (VARYING R/W WIDTH ------------------------------------------------------ - -------------------------------- ------------------------------------------------------------------------------------------- OHT---- —OHT — — — ----------------------- — - - UGH P----- 'OHT �—OHT----- OHT— — — — — OyT \ HP— — U — OHP— — — — OHP— GP = RIA P GP GP GP \ ION 03 .. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - r — — — — — — — OHT \ I a IV PEDESTRIANCONNECTION G-T #4 \ 30� \ \ CG-6 6 9 BUFFER I tip BUFFER \ \ \ 20' a-7- R5' CG-6 1 611X6" "NO PARKING 90° BEND "NO PARKIN I FLORA VIEW TEE FIRE LANE" DRIVE .. FIRE LANE" I I _W SIGN 6" GV IGNS I _ 6" GV 6" GV R18' R15 FH R18' OP AND R9AD — < R1 8 R2.5' ' ----------- --------------- ----- 9 c 1 43 SF ; �64 20' TYP. 9.57' LOT 70 °. 1F I 1844 S w J INTERIOR GARAGE 6" DIP I' I I z J 63 LOT 69 P. (TY ) 31 20' ' 20' t3WCK a 2 I I 8 8' a I I I G-3 CURB. 140' : .. 40 I to ALONG I D 11 I •' � • z I "NO PARKING NTRANC i S. 20' 18:5' : 20' FIRE LA E" 5 LOT 62 I' �{ SIDE'ITIONS 1310 SF 1 6 TH - 20' O 6 TH L 20' L 84 SF 5' SIGN 1 a O ; J 31' COMBI I ED ACSA ; I SEjfBACK 10.6' L SEWER AND WATER rR 'STORMWAT LOT 1 ER FACILITYi ' w EASEMENT LOT 67 CESS AND PUBLIC 1310S1384 SF AINAGE EASEMENT /e I OPEN 88, L 60 LOT166SPACE .: 4,434 SF 1 10 ti8'; z F18 1381 SF I �/ � 4' X 8' CONC ETE PAD FOR (2) 20'Mli CLUSTER AILBOX "NO PARINGFIRE LANIf" "NO PARKING 20' 16:5': • ; 18 5' : SIGN I . FIRE LANE" r 20' TYP. OT 59 SIGN �. LOT P5 974 SF711AAF7 I j STOP AND ROAD 6" GV R3 SA �--'_�_�_�!='may _-_-•-` •___ � / , n'fL0 PARKIN SAN R18' R18' R15 R15' I FIRE LANE" S S N I GINS SWEETBAY STREET p 8"W 6"X8" E 20' 8'9N 8„� 10 90° BEND / 2 T g C, R20' 30 5' COMBINED ACSA O • AND. I w SEWER AND WATER OAD NAMEQ EASEMENT / SIGN {TYP.) 8"X6" I I II TEE 'I ' TYP. 22' y 0 6" GV 20 , 15' z O FHA STOP AND I ¢ CORP STOP / _ — — — J 7 TH - 22' I ROAD NAME < — — — — — — — — _ SIGN (TYP.) cn AIR RELEASE VALVE / I — — — 5' SETBACK — — — _ 1" TYPE K 'I LO 47 LOT 48 II 22' I NREPLANENG COPPER g LOT 49 LOT it 218 SF -T670 sF h SF LOT 51 LOT 52 ��3 IGNS_ MANHOCEPROPOSED7— . N J 4M8-SE 'L696 SF— I UNDER SOUTHWOOD 2710 SF i VILLAGE 1 SDP202000048 s \ \ a , , e (n ° , •• . ' b' .. a 'b / . v . e , b s e b :URB. 1" HEIGHT a SAN i EIT H iOUTH AND \ \\ \ \ \ .\ Rl�Z ,N\ROA SA TBAY $TREFy \ \ ` \ N / PROI'03ED 61' VDO` MAX. PA I G SIGNS \ \ W TI _ W 8"X8" TS&V 8" DIP WATER MAIN PRO D 8" WATERMAIN S UTHWOOD PROPOSED U DVILLAGE 1 SOUT SDP202000048 48 _ NTH OF II ------------ - f II __ / _ _ _ _ _ _ G D. Cichocki z II -- r� Lie. No. 53741 SSIONAL / Y`bS4 a1� ----- / o E C No / N 0 / C — — — � GP uj aLLo3 GP oa�� GP Gp �Pi s G L M ¢� V�oo Z O rn \ a � N v Gp z_i= w� f '� U 3:O�Q W OF oa =� o ti ti \ Gp �v>u; o_ www \ W UFO °N >Lu 000 \ M of W J \� OF o� »j V \ OHT\\� 2 o �www \\O/yT O 0 0000 \ \ O R R d \ \OHT\ \ c,( Y fr KEY PLAN > w O ry w F \ � N U M 0 N a z O in DATE 0 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 0 TT� Y �z 1■` U Q NOTES: 0 Q 1. MAILBOX LOCATIONS TO BR COORDINATED 1 > (n WITH THE POST MASTER. �J w Lu 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & EASEMENT PLAN FOR INFORMATION ON Q H PROPOSED EASEMENTS. 3. ALL WATER/SEWER SERVICES CANNOT BE m ESTABLISHED IN BLOCKS 9-11 UNTIL THE Q VILLAGE 1 INFRASTRUCTURE IS INSTALLED, LL TESTED, AND ACCEPTED. O 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE W CZ A HANDRAIL, AS SHOWN ON SHEET C1.2. U) LEGEND < OU 0 CONCRETE SIDEWALK ^ } HEAVY DUTY CONCRETE L•` JJJQ LIGHT DUTY ASPHALT C) HEAVY DUTY ASPHALT 0 CLASS B TYPE II TRAIL 0 RUBBER 2 D �0A■ NPO 93 JOB NO. 47036 SCALE V=20' rm SHEET NO. 0 20' 40' C4.2 L B/SCUI T RUN o CENTERLINE Ato ° WPO BUFFER 0 0 o 0 0 #O o, oI o, O 0 '0 8 �0 ° 8 o ° / to O o / 0 0 /° o ol ° O °, o FEMA EFFECTIVE o ° o � ZONEA 0 , 0 > FLOODPLAIN 0 0 c / 100YR FLOODPLAIN PER 00 , o o ILOA MR CASE NO. 21-03-0029Po ° ° ° (UNDER REV/E149 , ° ° / 0 0 1 / ° 0 L / ° ° o ° FLOODPLA/N PER° , ° ENO.21-03-00�P ° m / (UNDER REVIEW) , ° ° y pER o o ° � 21-03-( 9p °o0REVIEW] o , o a�° / ° ° , °,�r°° ° OT SIGNT/ 0 / ° 0 / DISTANC�E / o , o ° 0 0 EASEML�'NT / o 4 o� ° ° , , 0 ° oFd / ♦ / / Opp 0o /' o�*o/ / oa�O // / /♦♦ / / ° o / 0o MANAGED ° o 0 STEEP SLOPES 0 ° (TYPICAL) ° ocfid� Alf 0 0 0 �° o oyo°° ° /a1j 0 0 Ile 0 00O00 / // / O OG 00 , /O 0 o OQ- 0 o 0 ° o ° 00 4" FOUNDATION �/ L °� / / / \P / / DRAINS TIE TO \\ 0 0 7' Go 0 / / / // /// / / STORM SEWER 0 00 \ ■ - — — — — — — — — — — — — — — — — — — - ��\ \\ ■ --------------�TH �F \ \ / ■ GP � — — — — D. �1CilOC1d — — — — — — — — — — — — — — — — — — — — — -- \1 _---------- lie. .5374164 ti OHP— OHP— OH OHP— % L- � OHP--� — ----- NAL / — ♦� _ SWEETBAY STREET SWEETBAY STREET+ ♦♦♦♦ CURVE CURVE �1O'HELECTRCTELE. TV O A ♦♦ / A _ 00°4'Tm/IA J) A c 9Q°9R'd7" �%� LINES ^ E / / i /♦♦♦L = 61.37 L = 37.75 //... W .N i a / , ♦♦♦♦ C = 60.24 C = 37.57 / a U. o 3 / / ♦.♦♦ PC = 12+57.07 PC = 14+73.78 / / / / W s M /' \ ♦♦♦ PI = 12+88.94 PI = 14+92.84 I W -3 U °° z .J. — Oro O /\ ♦ PT = 13+18.44 PT = 15+11.54 I � W co m N a ♦ z f LL oQ J� hhI` rl 0 // ♦♦� / \ I I I PnO > 000 Lu U U U / // ♦♦� / I Id a / / / ♦♦♦♦ \ I AD H > j 100, ♦♦♦ I OT 1 LOT 22 LOT 24 LOT 21 LOT 23 LOT 25 I 0 `� /♦♦♦ / T 8 350 SF LOT 20 1350 SF 1350 SF 1690 SF / ¢ ¢ Q I I 182 F 50 SF 1350 SF 1350 SF I I o 0 0 0 ti ti ti " / / I > o000 // — — — — I • 54�ZM U 0 a V N~ RT \\ �. RT z / / a s SAN SAN AN SAN IS +00 1 + 0 14+ 0 N27°37'47"E 14 0 I > DATE LOT 72 // \ / / �_�-�- - - - - -- ---I— -- - - 155.35' - ------ ----t-T- -�00 3' 0 111812021 / \/ / / I S > / 7020 SF // / \' \ 8"W ,W "W 8" I .�,\ A DRAWN BY / C. GAYNER RT • DESIGNED BY x I i� %/ l . / �tiJl lSS$ I • C. GAYNER d \I n e '• ."'' J \ I J CHECKED BY I d / \ I 1 • • B. CICHOCKI BIN�D R3' / / / A \ \ 36' COMBINED I SCALE ABINE : ` \ 4" FOUNDATI ACSA SEWER / • 1 '=20' NATER e p0� / Z; \\ \ I DRAINS_TIET_ ----- AND WATER — — — — — ---- --- J. EMENT / \I STORM SEWE NT / LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 T 17 �d5 LOT 2354 SF 1780 SF 1682 SF 1619 SF 1591 SF 1599 S 177 SF 1 �r �' W4 Sl . LOT 26 J 2154SFcb r O ^� 5 LOT 901 1752 SF >" I / ' Op 15. ,. . LOT 8 ^LOT 6^ ^_ - 1670 SF ,^ Vl AND WATER V Q SEMENT i -i Z 9 � r o � ��o \2 Aso \ J:' a •. W Q Q / LOT 5 2190 SF \ �i�"sr, S N 1� Q \ .off 2� / A LL LL Q W O z R25' \ \ O / \ VDOT CG 11 9 LOT 4 1604 SF Q ENTRANCEell / LOT 3 s\Tes L \ C 1611 SF R25' LOT 2 1640 SF / \ \.ol T LOT 1 2129 SF . a< QROPO / \ 4" FOUNDATION / DRAIN TO s / \ DAYLIGHT / \ \ / / / JOB NO. \ < N !' ° / ; / / \r \ \ \ SCALE 1"=20' 47036 SHEET NO. KEY PLAN 0 2b' 40' C4.3 L OLD LYNCHBURG ROAD TH OF _-------------- STATE ROUTE 631��, FLORA VIEW DRIVE �' f (VARYING R/W WIDTH W i i CURVE 2 EP 30"CMP W/END SECTION I I 4 = 90000,001, Z --------------------- — INV.(/N)=442.15' AD. Cichocki I I R=28.00 � /--/ U lie. No. 53741 ----00 oa 1/l2/iZ cp ---- L=43,98-------- NP � GP I P GP GP J IGP - - - - - - - - - - - - - - - - - - - - - - - — \ O ti GP - 39.60 SCALE 1"=20' SSIONAL� G PC = 11 +27.70 v — — — — OHP— — OidP— _---------� OHP-------OHP--pp' o � V 0 20' 40' \---oHP-----off----- -- — P— ---oH — — GP ��d /�O \ \ o P— ��= 11+71.68— — KEY PLAN — — _ —oH m E OHP— M o \ \ TELE. VAULT E SW ETB Y S EE p,HELECTRCTELE. TV \\ — — \ — — —------------------------- E 4-19R847 4 LINES jAGE�$--------------------- w vy --- N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W ?i — — — R=112.00 a 3 T= 19.06 z� �� ____ I oLL — — — — — — — — — — — — — — — — — — — — — — — — — — — I W L f"l L=37.75 �� zi .. .. .. .. .. .. ..� —..—.. ..—..—.. ..—..—.. .. I W�Vui o C=37.57aWN PC 14+73.78i I 0 vM . F = U PI 14+92.84 \ I v LL o Vn vq PT=15+11.54 1 ( I I Fv¢ o LuLuLu a,° R5' I R5 N >Lu U U U 12+00 12+50 I 13+00 N27°37'47"E 1�+50 - FLORA VIEW DRIVE 14+ co "�'of I o I ,i-�------I-- - - ---F--� - - -t- 779.19' -- - o t- -�- -----1 o w 2 2 2 I I I I -w `v R18' -- 000 I R1'8' � CL % \ 0 5www ---- I / / d R5' R18' LOT 64 ' O¢¢Q 143SF dada 2237SF I o»> f 21 LOT 23 LOT 25 LOT 70 F LOT 22 LOT 24 I I l I 1844 SF o 0 SF 1350 SF 1350 SF 1350 SF 1690 SF I I / / — I I I W W N ry ry� N 1350 SF I > i LOT 63 I� LOT 69 a n rn zz I / LOT 33 a I o LOT 1310 SF +o 1384 �F zo 0 I \ ° a a O i I DATE 1687 SF ��w 14851SF B I > \\\¢ I I I i o 1/18/2021 I \ R3' LOT 35 ` N SAN I \ 1350 SF LOT 36 I I o z ' I I Ir } DRAWN BY �41J!r3 7"E 14+50 _ I I \ 1350 SF I ' I I LOT 68 LOT 62 � °' :. C. GAYNER 15 .35' _1 -+ T I -00 LOT 37 I 1310 SF a w I 1384 SF • DESIGNED BY 8" SqN 1350 SF I I LOT 56 I m� I-� LOT 38 D • C. GAYNER R3' 8"t 1, �, 1350 SF / Z 1485 SF I I N 31' COMBI ED ACSA o ° LOT 39 c� i ,� w' SEWER A D WATER • CHECKED BY I ❑ R3' `\?S S0 S \ \ 1350 SF / . I LOT 5 I d 3010 SF I EASEMEN LOT 67 LOT 40 co MINED I 1 1384 SF B. CICHOCKI I U 1814 SF o COFi IN SCALE I I \ 8 \ \ \ n l 31' ED ACSA I I • • \ / + SEWER AIVD WATER I L T 60 ' LOT I66 • 1 "=20' 119 qN � EASEMENT 1 10 SF z I I 138415E I ?s23s' / I — — 1 • • 16x SqN `� I LOT 5�4 8„w �vu R20 2285 S � - - - e LOT 59 _OT 14 LOT 15 LOT 16 T 17 I / y \ r.................................... I 1974 SF I I I LOT �i I. ,�( \ Sq I — I W 619 SF 1591 SF 1599 S 177 SF I N — _ — I I LOT 26 R1 — — o 0 `� i SAN + qe a ° 1 I 2154 SF _ +5 SAN I I SAN — — I ��e ; _ 1� 8+00 R18' SAN R18' II 1 LOT 27 ----I - --�---;__19+00 N29046'46"E S I \ 1600 SF _ 8, W I 8 W S1V1/E—ETB81'1�EET+ --- --- 1---_-20++0-0 S LOT 28 I 19 N � 8" 1601 SF o' °. o — — I I 8"W - - � 36' COMBINED - _ "1�/ 8„W LOT 29 ACSA SEWER / — O 1601 SF AND WATE p I - - 0 LOT 30 -E SSEMEN- 1602 SF LOT 31 I I v 1602 SF I l 0 a LOT 32 / 34' COMBI ED I I J > 2113 SF _ UN ATION ACSA SE ER ' nT I I J z AND WA Q' FOUNDA�N W DRAINS O_ < Q STORM EWER - - SAS AI- - I � -1 NoR/ I LOT 41 S ORM SEWER I I I I - - - - - - - - ' w a 2pNR 2039 SF LOT 42 LOT 43 LOT 44 LOT 45 I I m ° Oq0 / 1575 SF 1587 SF r-I a 0 1600 SF 1613 SF LOT 47 LOT 48 LOT 49 LOT 50 p Q 2181 SF 1670 SF - LOT 51 LOT 52 1683 SF 1696 SF - 1708 SF 1696 SF 2710 SF 'w^ SAN ° LOT 53 V/ z O —I— O m II I Q u ° ia -------------- WEETBAY STREET \\ \\ \ CURVE 0 \ A = 17009'47" 5 .00 PROPOSED 61' VDOT R/W \ T = 15.09 L = 29.96 \ i - 17+13.92 G \\ \\\ \ \\\ \\ / I I ' I I� I I JOB NO. / 47036 L I I I I SHEET NO. C4.4 L -------------------------/- A � D. Cichocki II ------------- lie.. No. 53741 OLD LYNCHBURG ROAD / f37 1/r„ / STATE ROUTE 631 G I --------------- (VARYING RAN WIDTH --------------------------------------------------------------------- ------------------ I / / �`SSIONAL �Gti ------- ---------------------------------------------------- ------------------------------------------------------------------- — r — — — — — — — — — — — — — OHT-- OHT-- — — - - —------------------- o u HT _ — C ni 0 ��;;pp OHT OHT— — — — — OyT 0 — — — — > E OHP— — — — — — —— OHP OHT= \ \ iGP • �\ . w ai E wig Gp TELE VAULT O \ �\ • \ GP v w 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � -- — — — — — — = �H EC T \ a� GP �/ ¢ a ° 3 0 \ \ / W L M � ¢� Voo Z I.. ---------------I aII--� ---------------------OHP T\ w—ourni O --------------------------C> Z' W v M I 6t \ OyP\ \ OyT\ O C -i 6< w In V1 UFo o= =N z I` " \ >0 iLui \ CH ELECTRIC TELE & TV UFo ^ N w U U U I I LINES \ \ oyP\ \ \ \ w r asa•°• R5' + �OF 12+50 I 13+00 N27°37'47"E _ 9t50 FLORA VIEW DRIVE 14+ _—_ I II I 1i14�D88 yT\ \ 888 -�—r - - vv W -�- 279.19��— o �- - \ --I i---�i emu\ \ O vi ' R18' I I I y Qyr\ Z �n cn vI — �\ R1'8' .. _a R15' R18' R2.5' / \ \ \ o p Q Q Q ° O oyP\ LOT64 \ �� c / \\ \\ 0 3»> 1743 SF OyP\ \ \ OyT \ \ > IIIw o000 ° a I LOT 70 \ OyP\ \ o N w M l I1844SF I zl / �\ Z 0 jb J 0 I lo DATE LOT I0 S1+ 138419FLO o J O I o 111812021 -° I Qi } DRAWN BY I l e cn D I I i � i I C. GAYNER I z i I I p! • DESIGNED BY I LOT 62 LOT 68 I N It 1310 SF Q i M I 1384 SF d I • C. GAYNER j i I I I a • CHECKED BY Lq N 31' COMBINMED ACSA N I LO w i m SEWER AN D WATER � N 4' STORMWATER FACILITY a • B. CICHOCKI I LOT 61 wI� EASEMENtttt LOT 67 z CCESS AND PUBLIC �a s • SCALE I 1310 SF �, 1384 SF I �RAINAGE EASEMENT • 1 "=20' LOT 60 LOT �66 I I // •• I 1410 SF z l 1381 SF I 1 0 0 J �---- OT 59 LOT i5 C6 I I I <♦ 974 SF I I �I. `. ¢ I I / I I RT / CD LO - t SANN I SAN R18' IR18' R1.5' I R15' co _ 19+00 N29°46'46"E — 19 „W--71- 8d �W S N - --I SVEETBa;9SEET-20+0-8"W �I NI 5.648W \ / / UO� R20' o I — — — — — — ` I / I I , R20' 30.5' COMBINED ACSA O w SEWER AND WATER Q I �I EASEMENT SWALLOWTAIL LANE �Y J Z I �I CURVE 1 / ct� I I Q D I A= 8°46'29" I z J Z ° R = 126.22 ? a T = 9.68 T--I a 0 L = 19.33 o Q ----- of C= 19.31 w 0 LOT 48 I +' LOT 49 LOT 50 II + I PC = 10+22.17 z LOT 47 2181 SF 1670 SF LOT 51 LOT 52 1683 SF 1696 SF O 1708 SF 1696 SF LOT53 = .Q U 2710 SF I PT = 10+41.50 / AN S ro 25' Sq O �� a ♦. R25' oN O � N �— HORIZON ROA SAN of \ _ Ho�iz�v 0 PROPOgEp 61VL7— O`� �N VDOT CG-11 ENTRANCE _ � KEY PLAN D �O V/ JOB NO. 47036 SCALE 1"=20' SHEET NO. 0 20' 40' C4.5 L LEGEND 171 STORMWATER FACILITY EASEMENT PUBLIC DRAINAGE EASEMENT ® PRIVATE DRAINAGE EASEMENT ❑ PRIVATE & EMERGENCY ACCESS EASEMENT F7ACSA SEWER & WATER EASEMENT ❑ PUBLIC ACCESS EASEMENT ElWATER MAIN ACSA EASEMENT B/SCUI T RUN 0 CENTERLINE , o 0 WPO BUFFER ioo—o� o 0 0 #0 0, O� o, 0 0 41 o; EX.24"HDPEAPPROX LOC o N �o o $ °I 4 / / 0 °, o FERA EFFECTIVE 0 0 ° � ZONEA 0 , 0> FLOODPLAIN 0 0 c / 100YR FLOODPLAIN PER 0' Alf0 0 LOMR CASE NO. 21-03-0029P0 ° 0 ° (UNDER REVIEW] , ° 0 / 0 0 ° 1 / 0 L / ° 0 0 0 500YR FLOODPLAIN PER° Alf° LOMRCASENO.21-03-00JP °02 m / (UNDER REN0 EW) , 0 100YR FL OODWq y pER 0 o 0 0 0 LOMR CASENO. 21-03-V. ° ° (UNDER REVIEW) 0 If o 0 0 , 04r 0 / / OT SIGHT/ 0 0 0 / DISTAN�E / o , 0 0 ° / EASEMENT / 0� 40 °Tj*°°� ° ° ° ° � �'' / ° 00 MANAGED /` / �� / / / , 0 STEEP SLOPES 0 ° o / 00 (TYPICAL) 00°Cfld� 41t° ° ° 0 ° �° °°° ��o °° ° ° , $ ° O ° 0 ° ° ° ° ° o o o ° ° Q d �a 0°0 000 / �F 20' PUBLIC \ L ° ° o / / �/ / DRAINAGE 7' / 0 ° o EASEMENT / 00 o ° / / // / p`m� o�ar / 10' PjJBLIC / // / PRIVATE & EMERGENCY 0 / CESS / / / • AC ESS EASEMENTS 0 EASEMENT / / AL(�NG FACE OF CURB 00 — — — — — — — — — — — — — — — — — — - SH UGP \ � � ■ �----------------------- U lie. No. 53741 —OFP-----OHP-- a— ;p OHP1 —oHP _ \ 0 1�ZZ L — oHP— — — �`SSIONAL / �Gti 10' PUBLIC O.H ELECTRC TELE. TV / ACCESS / / / \ i ,.�� EASEMENT LINES AME -- _ - 10' PUBLIC / E ES ACC S / / _ �I•• EASEMENT / Lu v 3 u . ' '���' , ` /•--- --------------- - - - - -- - - ---- - - ---- -�// - DRAINAGE EASEMENT I/I11� , I d .. /�Iaaal0laA . , �/y/(/�111�� IDATE �- <�DRAWN BY .o• ��►•,„ _a_Q,erAa-:_a__a_a ---_d_a__��Naa :__ __Na_d_i�_a --- .C. GAYNER 20 DESIGNED BY ';0�, �.!,.►j�`; �``��. � � jl�,��`j � •l -\ramC. GAYNER CHECKED BY B. CICHOCKI SCALE kh FARM G ' �• NOW AND WATER / / // // / / / / / / / • / / /9�� SEMENT W J > u.' 7� v --EASEMENT ION POWER ° . ° ° .. ....:v. I V Z LU LOTS / � � � � � °, � W Lu VARIA E WIDTH / / / / / / 2190 SF / '/ 20' DOMINION ER ° ° SA N °o a Lu STOR WATER / / / \/ / / / / � (n FACILITY EA MENT / / / / / / / / / �! / " : SE O Q w }} Lu O'ZTORMWATER / / °° / ^ z / CILITY ACCESS / \ O aS / EASEMENT / R25' / \ \ U I 0 LOT 4 ... .. � 1604 SF LOT 3 ^ ' s ���� o .. \/�� \ \ \ \ \ i NOTE 0 1611 SF s R25' THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT O \ v °•' k \ \ \ INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT 0 LOT 2 0 J �d5 \ J PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND 5 / \ / 1640 SF FOR USE IN RECORDATIONS. / LOT 1 �0� �� 1 J o, • / I < \ \ 2129 SF 0P V/ / / JOB NO. \ • .. \ / / ; / / \x ` \ \ \ SCALE V=20' 47036 / / / \ \ •, ....°o �� / / \� \ \\ SHEET NO. ..• 5 / �k \ \ \ \ KEY PLAN 0 zo40' C4.9 L OLD LYNCHBURG ROAD STATE ROUTE 631 w A NOTE THIS SHEET IS PROVIDED FOR INFORMATION ONLY • ENHANCE 0• • •-•- • • 1 1 • : :• • 1 , AD.CZchocki •, 44 lie. No. 53741 p ..,.,.• •..;; WOMEN SCALE 1"=20' �I n • • - r • • OH INS 0 MMI NG FACE OF CURB 0% %I/,%//.% I/II/,%%%�I111EM//lit/_/_/ .� — — — — , i • 0.1 00 NJi'lffi WIT ■� �■ /.%�i % % ii 01101 r /,������ /� ��� ���,!// /� /���/,///. r .►., 1w IF . ,t.� wlx� AAFIF I•�iriiiiiirii�� •�IVA �,LOT I1350 SF 1350 SFllllllllp\ 7-7 0-~`� ♦. 1\ i1,1 ,III O\ 1 . - '``►, ♦ /� ' - III® ♦ lilENT III .. s�i.:ii%iL__.ii..i;/n1;%l+ - • 1 ♦ ' 111812021 ,I, ,I��c,� 1 -�I jj► I DRAWN I/1/!11 d /�Id/1/dl dldA . �/yd�ly ` \ai\i ,,1 1 ,o;� n ■n� IIII� .. I' 1 � �I LOT 56 C. GAYNER -___��� --i-y- __;_.--__—,cra%-----�,,G,; _-(_� .�.y., / ♦��y, am.1`'°y. .,`I''o , I/1fIri.%.C. GAYNER III ,�li�T 67 LOT �5 'NUNN/I,IE� ,• r' • I 'CHECKED BY84 SF B. CICHOCKI ISEWER AND WATER r_ ENRON ♦q♦� yi = �i�' II 111� �� 1 ilk - ��IiI mow. �C• <Mn � '`L- ' o `•�•,f `\` • I / V • LOT 16,:Ni -..1599 SF ��� row 619 SF 1591 SF 2177 SF Ma MAY), IMMUNE InAl mil*im i 06 - � � ,� dappf. I � ��r� �`19i ���:; -• -'-1Sf►`�iA1��'�`'�'.r ,,� .,;��=s�%��1��/�;'�i ♦ � .,., , __-_:'-,--d�l<ldd/illl dy�_d♦_/ __ i-� ;��� I�3i� �1 ��� IN • .. �I • • • �� ` - '©• ` 1 • ' • • •• • ACCESS < .11•, • LO WIN ■ 1: mi LEGEND IZI STORMWATER FACILITY EASEMENT w• _arc_ r w s • ,PUBLIC DRAINAGE 1• . - \PRIVATE DRAINAGE PRIVATE & EMERGENCY ACCESS EASEMENT 0 Vs NI ACSA SEWER & WATER EASEMENT ••• ■PUBLIC ACCESS EASEMENT I • WATER MAIN ACSA EASEMENT ---- ---- - --- -- -- ------------------------------------ ----------------------- -- OLDLYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH ------------------------- ------------- EP -----------------------------------------1 —OHT — ----------- — — — �OHT UGH �OHT OHT— — — — — OyT — P---—OHP-----OHP \ �\ C'P '•�� C I 31' STORMWATER PRIVATE & EMERGENCY 10' PUBLIC 10' PUBLIC pyt\ S FACILITY ACCESS AND ACCESS EASEMENTS ACCESS ° ACCESS \ T PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT I EASEMENT \ \ .. — _ .. � I I I pyT\ I I VARIABLE WIDTH ®®20' YVt'TER MAIN LOT 70 ACSAEASEMENT 1� 11844 SF 1 III' 'ENT, joj� 70 / II • ' • LOT 68 1384 SF LOT 61 1310 SF LOT 6 1 10 S � II OT 5 974 S STORMWATER FACILITY ACCESS AND PUBLIC DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENTS TO COVER ENTIRE PRIVATE ROAD PARCEL 20' PUBLIC DRAINAGE EASEMENT STORMWATER FACILITY CESS AND PUBLIC NNAGE EASEMENT \� 20' STORMWATER FACILITY Vr 1 ACCESS EASEMENT ,• 20' ACSA SEWER EASEMENT / 30.5' COMBINED ACSA / • SEWER AND WATER O7 Yc EASEMENT / / �.. 20' ACSA WATER EASEMENT / �'•'''' ' PRIVATE & EMERGENCY / ACCESS EASEMENTS TO COVER ENTIRE EL � / 3RLVA�F NHOCE-PR�P(JSED� � � UNDER SOUTHWOOD / VILLAGE 1 SDP202000048 SAN S d ./d R25' HORIZON ROAD v 20' DOMINION POWER 4 vs EVA X/ �7 'qN C1 GP a� GP \ n; ---------------- — -------------------------------- --------------- %/ UFO � -4.- - �\ o \ pyT\ \ \ pyT\ \ \ \ \ pyT\ I� KEY PLAN )). CZchocki Lie. No. 53741 1/l2/4 m E 0 o N Vi N C > E v E W w w 3 ¢ a 3 LL O j V oMo Z —n O L N V W w Z f ti U ? 30V)Q w N N m . v¢� O Lu LLI Lu F PN > Lu 000 w M U U U a-1 000 0 d ooLu F 0 N O O 2 l N M U ¢ Q/ 0 rV 0~ Z 0 DATE Vt 0 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' OZS 0 V z LEGEND � V STORMWATER FACILITY EASEMENT 0 ; a El PUBLIC DRAINAGE EASEMENT m w J �z H PRIVATE DRAINAGE EASEMENT Q m LU rl a W ❑ PRIVATE & EMERGENCY ACCESS EASEMENT LL O Q 1 ACSA SEWER & WATER EASEMENT ((( %%u � O Lu 06 U ❑ PUBLIC ACCESS EASEMENT 2 0 171 WATER MAIN ACSA EASEMENT C) 0 NOTE THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND FOR USE IN RECORDATIONS. 0 0 2 /u JOB NO. 47036 SCALE 1"=20' SHEET NO. 0 20' 40' C4.11 L NOTES: \ \ / ' / .' i ■ r I __---1----- 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS o\ \ I \' 1\ ■ ' \ / AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND , o / \ �\ \ / ' ,' / i� i \ ■ l _ 1 / WPO BUFFER \ \ / / / / \ ■ — — — / DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY / \ \ \ _ \ l NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. o° I N\\ \ \ ,' � X \ \ \ TREE /' / GP 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE o , \ `\� /\ , i \ \ PROTECTION ■ i — GP / TP DOWNS. 18 / \ \ \ \ OP1 ' ' (SEE E&S / ■ ' , / ' GP/ / / an D. Cichocki z 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE °/ / / / \ LENGTH: 27' / / SHEETS FOR P FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING /' / WIDTH 1: 6' / ' DETAILS) / T - �lJc. No. 53741 PERMIT TO BE PROCURED BY THE CONTRACTOR. / / I WIDTH 2: 9.6' `/OHF� i _ — o r — — — OHP T / 4. CONTRACTOR SHALL MEET EXTOP OF CURB, EX PAVEMENTAND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH, I / / / I / 1 " RIPRAP CLASS I �— / , / , / T � , , / ' ° TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALKTO THE EXTENT / —� OH P— / / / a0SSryG NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, L OHP— ONAL PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADIACENTTO EXISTING PAVEMENTS. ' \ / ' ' ' �� \ \ / r' ' / ' �— 'UNDISTURBEIY / 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, I / /' / ' ' / , ' �� ' / ' ' / ' ' HfLECTRC TELE TV _ _ _ _ PRESERVEEi?REES ' SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL / / / � / / I \ / / / i _ LINES _ CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THI5 END ' / \ / / ' \TP / / / / / ' Q / ' / ' i / ' aa2 ' _ — _ _ _ — — o Eo IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKINrq G /�o—// / / \//—/j// '/////\lI/\' / /////\° l%// / \,/I{o',oay4//1 ,✓\ / /o // / /�/ /\/ .Oa/d/�/ loI //// p//0'' °// /d//1,�/�/bi/ ///// I/I ////` // I/ I' \ / / /I //// / /D/ S/'/7i I / 0j 'I/'/ / f/ �I /j/ /////r/ ' i /i/ //o/Oj/ ' N// ///'E/,//r�/ / /o '/A / I/ �r /�r///r /'/////'/♦/ '' / //// //// ' /'/ /q//j /r�' / /F////,/' O6/ / / ///'// /U''N//5iD//'% /�//T/ Tr / `// / //i'I/V // E T1./ /// IOY// //' 6/ N //`r////' ///// r// // /rb//P r// / / / ' // / //// ./ ` /////1' /'//°r1r// j /2/'/r/' '/r///'/ ASr C /// YD'/a//SS //r/r- T �r/ / / /// '//// 5/ /o////r'' / / '' �'/' //_//C///�F// /' C/. /\/ �'// // t''/ //�/ // / ///1/,k4 •// // /— //—/'/, "/-/ —/ ' // _1'/1_/�/5a) _//dj6' /b/�— '_ 9�i�� —_yC/�° _ �/ G _,R�_ h'_ _/ __—g— �— h'__�r/ \_ --- —\ _�f/ `� \�sJ�\v —,\\ \'\ D �`�4r .o`5\ \/0 \'I/\ �/\� \� \\\ °\\` �N/a \ \/ \�' '/°�\'\/`\ — \ / ����.A�, /te'\\ \/i �./ \ / y\ �J /\\/ \` � \ I\—\O/\\� A�`v\\/ \SN/ \d `/ /\ \ I/ \\' �M,' 1�:`I\/\I1 % ,R\\r�°//^ ` l ://S1 I l/`\l ' \/ \\le .\ //` / /Iy X1 �. \\ /\8\ \4J I 5 I E \_ \ — T_\ — \ Z~,• ;�a•=xoo'••v�NTREESPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN >X_/aPROTECTION ADDEDATTHE BEQUESTOFTHE COUNTYTHOUGH THE REVIEW PROCESSTOALLOW FOR DIFFERENT ACCESS SUCH AS /HDPEAPPROX LO(SEE E&SSTROLLERS OR BIKES. aaa'SHEETS FOR / Lu� = • �Mv~3 DETAILS) p� / LLo // O or 4 N ° VclyAEFFECTIVE ° ° o / A w o 9w0VzO1 iti2tiOtio wT2�N2tiE0 2 ti _Lu 100YRFLOODPLAINPER oo ° ° LM, ° -03-0029P° O. 21 (UNDER REVIEW]o U U o a 500YRFLOODN° A o OR / VOO LM0.21-03-OO�, l (UNDER REo VIEW)oui °o 100YR�LOODWAYPE MR FA SE / 452 (UNDERREVIEQ1P W) ° o O o ° OTSIGH0° o DISTAN ° ° N1000, o /ell ° % o/ ° / '° � STEEP SLOPES ° o SADA/oMANAGED °— / //> ,°° \ o (TYPICAL) 0e / 18 1118/ 40F° ° — R 81 DRAWN BY 0 CGAYNE2UtiOti�Rff° DESIGNED B1Q/Ql Yp G GAYNER ° o CHECKED BY o ° 'O / (°B.CICHOCK' I O -- SCALE O °/ 4"FN`*JNDATIIO 1„=20' ° DRAMS TIFT II— °°/ o/ EWE °o SWM A-5T0 /fRCH PJS ENFIT o ° S° rbnlNS o SFpVER ° o 0T6 ROW ° O CL 06 o O/ o RRACUD.. z 10DOMINOM 8DIAMETER Q LL / BZ1pN POWER Q qsMENT,Q LLj 20' DOMINION Q I // SE \ \ \ \ 451 1 I 62 \ \ oA PIr 1 FO NDA`TION\ \ I 1 1 \ 41RAIIN, TO (%) DAYLIGHT 4g " ' co JOB NO. 11 I 1 1 \ \ \•\•.`.�\ \.,a. \ \ I i I //</ // / / /�—�\ 47036 \\ __—__ \ \ ° k - - \ SCALE 1"=20' 11 1\ 1 \ \ \ \ \ '•\\ \°0 \ \ \ \\ \ 4$ I / // /' �G_ —'\\ SHEET NO. KEY PLAN b D' —40' 0 m 0 3 a 9 0 o cD O �Z �O 0 c �6 a c m a0 Om O Z zN Od 2 o o� �§ a 2 Y 73 J N 0.0 m 6 £ 2 g„ 0 = c Eo M 0 m 06 a c 2c 10 a 0 o c 2 m m N c c 0 m a0 L F E L OLD LYNCHBURG ROAD ' i i // 11 I 1 I\ \ STATE ROUTE 631 / / 1 \ I I 1 \ \ ---- - - \ �T�i OF 1 \ �� (VARYING R/W WIDTH \\ w ---I---/---------1---- , —T____ \\\ 3bCMPW/END SEA10N /NV. (lNJ=442.�5 \ \ i i \ I \ ` \ \ \ \ \ ` \ ` \ an D. Cichocki Z - i Lic. No. 53741 � / I / - --- _ T-----�\ ��----I---j-- \ Og3 �0� LENGTH:91' / / _\ TREE L%S�\ - - / Gp PROTECTION I SCALE 1"=20' SIONAL WIDTH 1: � 5' WI TH 2: 10.5'\ / , ' i /' - ' �Gp SHEETS FOR % n 7 osi/ orlP—/— RIPRA� CLASS II \ / — / / ; = , _ KEY PLAN = —— —9 o E 40i A- — oHP — - — 9 — -/ —/— �; ' �' —off ' DETAILS) JGB �� I� ; F 0 20' 40' SWM B - ST6RMTECH ARCH PIPE DETENTION \ / / SYSTEM WITH ISOLATORS W \ / / /ADS P-FLO PI TER / / / ' / / , _ - ' , ' ' _ - _ _ P , ' �� N uu _ _ _ _ TELE, V �UL T i iTURBEIY � �� �'' .H.�LECTRCTELE TV _ / // / '// '/ // � _Tp- // '// I '/ � ai E VEC3'fREES - / 442 , ' ' / / ' , , _ - LINES_ _ TP TP 03 // ' �' / / �P' / ' - _ - TP ; ,/ _ - - u / P / / _ _ rw�3 ,443 / / / - �TREEI - PROTECTION i ° - / / , , / A� / ' i / / _ _ _ _ a LL o 3 a / / ' �' �' AO w "444 '% SHEETS kSEE FOR - ' � 44 , - - / 05 / 4�aT45g 45 4g 462 / // / / / ' /' / �6 41 / ' ' - - - /' / ' `¢ u z ✓ / / 461 / / 0 DETAILS) - - - 4545 / / 463 464 46 4l /v>i N a 452 3 / / / / 466 R� / / ' / / / / 23 � � ' 412 / / ' / z M 202 21 '220 �' /' /' / /' /' '/� �= vry z 222 >� O www Lu U U U o / 229 j -FL�RA VIEW DRIVE P5 N6�.// / / /41 --r-- - - _ - _ 4 s, / / ' 'f = dad ADS BARRACUDA / J / / / � / / ' O SYSTEM 8' DIAMETER -452 34 d �a // // / �/ // /' I�/ // / 226. Lu F \\M 04 -454 l ' / / . DATE / > 111812021 z '� / /'/ �. } DRAWN BY C. GAYNER 8p 'qN _- _ I DESIGNED BY �, 20 I � a I I O ' ' • ---� \� -- 1 I I 1 I l I I I I I I /� './ / / /' / ' • CGAYNER \\ � �\\\� \\ \\ 1 _ __ :,Lw-�p•`�- _ - c. ^ --� ---_ � \�\ �\ � I � 1 I I I 'e; / // I I I I I I Q � / I � / 21 I II I I 11 II I �I '`I'. I / /.,•L ,./ 1 I I I I 1 z / // / /I/ • CHECKED BY `�� I \ \\\\�\\\\\\\ \\\ �\ \ '..e I' - h - _ \ - -_ \\ 1 I 11 11 I I I II \ Il.a // b/ I I I I i I W C` / // ��I i / • • B. CICHOCKI _ � — —_ \ \ \\ \\\`��\` \ J 1 / w _— — — ---- \\ / \ 1 1 \ \ \ \ \ \ I I I I / / b • SCALE - - - -/ \\ \\ \\\\ \\ \\ �\ \ \ \ _ Rh - \ - / 1 1 11 II i `\ \ \ \ \\ \ \ I I I I I� I // // // / • 1"=20' / - / / / / —\ -- \ -- AG�F7 \ \ � \\ � \\ `� \ `\ \\ / — \`\\ — • aaaaa°° 212 \ J..... \ 40 \ °\\\ \\ \\ \\ \ I\ II II 1� '4 'Z CL 06 77 /\ \ \ S c7 \ b, rn \ S \ \ \ \ \ a e ' -'�� I \ T _J LIJ 10�DOMINIO 466 I - - - - - - - 0.6 \\ \ \\ \ \ j AS7=MENT - - - \ OM (D ATION 4� \ \ \ \ \ y J Q DRAINS 0---- --- -- \ \ 4 FOUNDATION 4 \ \ \ \ \ ` \ �� cC \ \ \ \\ \\ \-- \8 \ STORM EWER'_ ---- - INS TIE. 7 I \ \\ \\ `\ \ \ 4 - Q Z \ b \ - S ORM SEWERLLj � _ N V V. \ \ \ R/2pN / - /\ �3 \ \ \ --}— rl a W \\ \ 1 ° \ \ \ I / \\. a ..a \ \°A\ a\\ ° � °,�.. > � 8 P� — _—_ — — ^ <�/ \ \\ \\ \ �\ � \\ rt_ \ .,. \ N \ �. \ / — — — \ \ — — / 1 '.r ° ., > - -a I 462 Fed — _ _ P1 Q.� It vv E EMENT NOTES:- 1. THE CONTACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS OTRIW /C AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND \ \\ \ \ a N V[ — / DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING \ \ \ \ 20' NION PO R TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY l NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. F 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE co W DOWNS. \ \ \ �' 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT TO BE PROCURED BY THE CONTRACTOR. \ \ \ \ \ 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENTAND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH 20' MINIQfI POW TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT \ \ \ \ \ \ NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENTTO EXISTING PAVEMENTS. 5. ALLADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL ` \ \\1 II / I / _ - \ Joe NO. CURB F SPECIIFFIC SPOT EEVPS ARE OVIDED WHICH ARE NOT INTENDED TO BE TIONS ARE NOT PROVIDED ON THE AMSCOR THEY RE NOT CONTIUOUS TO ACCESSIBILITY COMPLIANT RAMPS AND O SSIBLE PARKUTES. TO INGD-//47036 SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN :LL 1 ADDED ATTHE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH ASL`Imo—I/SHEET Na. STROLLERS OR BIKES. 1 I 1 ' 1 I I I I ^��'f�} - - - - - - C5.1 I I J/ c� L ----------------------------------- I / I ' ' I I ----------I ', I I I I , I I I I-------------'--------------------------------------+---------------'--------------------------------------------------- --- ----------- -- I I '-------------------1--------------- ---� ----------- / I I----------1-----------\---------------------L-- -- - -- - ------------r- 1 I i I I '1 1� 1 I I i I I` `\ `\ `�H 0 -----\`------------------------1\----------- - 1� I II I `\ I I , '\r----------------`--------�- _ f 1 \ 1 I I , 1 I I I _ I , 11 1 ' 1\ \\ \\ \---------t\-------- \---d----- '------------------------------- 1 \ 1 \ ' \ 1 \ I C I I `\ \ ~ y--t--------- --- -<--- 1 -- - - --t---------\-------L------- I--------- \ \ - - -------- - -� r - \ - - - - \ \ \ ' — , an D. Cichocki \ \ \ 1 I I C-------------------------------------- \\------------ \ ----- \ I I \----------� ---------------- `\ \\ \\ \\ \ \\ \ \ OLD LYNCHBURG ROAD \ \ 1 \ 1 \ \ \ \\ - - - \ _ _ _ _ _ _ _ ~ \STATE ROUTE 631 \ \ 1 \\ \\ \\ \\ \ \\ \\ \ \\ \ \ ` ��o Lic. No. 53741 (VARYING R/W WIDTH \\ \ / \ \ \ 1 \ TREE \ \ `\ \------��-----------------�---------------------------\a---- ---- - --t--- S - - -�----------`-1-------------------------- ` \ \ \ \ \ \ \ \ \ \ - \ \\ \\\ \\\ II\` \\\\ \ � - �---------- '--------- '--------------�------�- \ \ � ` \ TONAL \ - - - -� \ \ \ \ \ \ \ \ \ \ \ \ \------------------ ------------+ \------1------------------- \�-------- PROTECTION -- -� ---------------- \ \ ` \ ` \ \ (SEE E&S\------------------� ---- \ \ \ \ 7 o.�i/ \ \ \ \ SHEETS FOR \--- \- \ \ \ ` \ � \ \ I - / I \ 1 \ \ \ \ \ — -t — — �— — \ \ \ \ _------ _ _ oHr — — / \ \ \ I — _ _ — DETAILS) \ - \ \ \ \ \ \ - M / \ . E — QHT�—��—` / I / // \\ , \\\ l \\ 1 ---\ �\ \ --//\ \\ \ _ N of I—OHT_-�� _'OMT--_ �pNT�\�__— \J ' /l \ \ \/ `�\(' v\ \------_ '_ >E GP _ — _ — _ — GP _ — _ x TP —'—.'— _-��---- _ y _ —� \ --' ~'W�" v 3 p -^- / / -TP / __ __-I _ aLL o^ L M Q w U w Z o 47 / / T ----- y// \ pl T\ / / �x Q 472 // / a I / / /' _ / ��(/ 87 G� _ --- / �Q �"t V I- Q N 0 c m .N. 224 /bR� / / r / / / - ' �.HrEtECTRI TELE & TV 8 / _ _ J a / / / / LINES /' /' // --- uF "u�iN w 000 / -FLdRAVIEW DRIVE W ' ' 48q / v� z' r m - p / z 2 Al 00 c°o o I / Z ~ p 226/ // J // / / / / / / /' / ' d iJ / I — _ — — / /' 0 / V) DATE i / iz 111812021 / / / / / / - / / } DRAWN BY / / / i / b / to/' / /' �'� ,'� / / ' / /' �'' ,'' C.GAYNER D / / / / �' d Z /� / / / I / / / / ' / ' / ' / / / / / / / ' - - ' • DESIGNED BY co c%j C. GAYNER I / / / i / / - / / • CHECKED BY p,1 / , ' / / ' r l v ! / / / ' • B. CICHOCKI Z ' ' / • • / / / � b1' I f / / � I ' I / /' / � � SCALE / / I / �` .,/ I I , W D/ // i P/ / // I I I I / // °� I I .vl / // / / • 1"=20' / \ ./\ \ \ I I I \ I IZ C7D \ I N\06 \ \\ \ \\ \\ \ \\ \ \ \ 1 I , I `4$ \ 1 If C(/ z \ \ \ w g2 \ \ / Yc I I \ `Too O < rLLn] W7Q b`a -� --- \ \ I 1 I / / I \ \ � NOTES: I \ m 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS J AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND L Q DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING O od TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELYLu I 4�4 ' / / / NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. 0 ' ^ T I� / 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE V / J DOWNS. /r O Z \ \ \ \` 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE U Q FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT TO BE PROCURED BY THE CONTRACTOR. Q 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH a TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, V PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. Q S. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, I - I I / / $/IN / / SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL O - - - - - - - - - - - _ - - ` I I ' / /' / CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END 0 ..L IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING F1lJ� ON RIbA AN SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN \ E EMENT - _ _ _ _ _ _ - - ' / / / / ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS / / / / HORIZON ROD / \ \ STROLLERS OR BIKES. P POSED 61' V OTR/W cp In, 20' MINIgN POW JOB NO. SCALE 1 "=20' 47036 SHEET NO. KEY PLAN o zo' aoC5.2 L TO BISCUIT RUN 1 \ ' - / \ / / - ' 1 � oan'D CENTERZINE✓--- -[ NOTE: L EXCEED 2:1 11, / °' WPO BUFFER I\\\\ \\ '' / ' i \\ / --\\ -.I I /�10 GPri°,/�,-A3 ' ' �,/ '/ 1 / // ' / ///�OHP- 7 ♦ -� OHP-' _-Op,/y'°/j OHP� _� OHP-AO l ol 441 0 / / \ _ TELE -- TV o ES / I ° I . _ /d '/--f== //�\` \\ O \ \ � \ 1♦////'/ //'443 >-------�f p EEK24�HDPEAOXLOC / E '0000,/ /' -` _ ' / Uw I �° o o / _♦♦( t"" 3 If IfO Dr' (�` _ V` A ' 450.05' 0 00 FE/ A EFFECTIVE / / / , / / / . ` ♦ / \ \ \ �� / / ' - - - - Z V LLJ / �.T _ 41 o \ \ \ 9.35 0 ° FLOODPLA/N 4489 /-4s0.70 AA _ coo Q � of00YRFLOODPLAINPER o0 0 o LLri ° �O.21-03-0029P° ° � ^W(UNDER REVIEVj o o FFE�49.5s FFE-50.75FFE=450.95FFE45125 FFE-49 FFE=449 7s' FF��5645' QU U U O O O 1/ ,o o, ,'//,// ♦/ _ / VN PER o -__-- AV If O °500YRFLOOD~ 2 d 0LQMR CASE NO. 21-03-OO�/ SBS43868' P o(UNDERRoVIEW) 100YRfLOODWAYPER a d o / / / / / / / / - - / / LQMR ° / / / / ' 49 75 450. _ - 075 450. _ - - 451.09 CASE NO. 21-03 (P29P , / i' 'd / / / / / / / / , ' - ' 6 441 / � � � `' ... � q 20�x� \�� � .55' � 450 OS' qr 451.25' � In V) V1 / / �i A \5b \ \ Q \ \ \ \ \ \ 449 / 4s' 95' .452 d / / TS �. / �?� \4y�.65' 1 450.05' 450.75' - 451.25' - - - O O O (UNDER REVIEW) ° �r00\ / / / o / / / /6\F / / / 0-45 50.95 ' \ ��� 4.75' q �C» 1 0 / 0 / OT SIGH / / / / / Ii / / B 43. . \\ . ��.r �, : ` _ , \ \ \ _ _ CL a d T / 8.99' TC _ 0 0 / / o / /� / DISTAN / / ' / / / / / ' _ , / / / .i9�o :. / , \ \ �49.61' �� - - 451.40' TC o , o /� EASEMD / / ' / rsaa O ° / / ,a`� , / / / ' / / / �, / / / / / �� \ \ \ \ \ �o(�o�o°' �o- - - 45 w ry ry N ry \ \ \ O I / ° / / 009 / / // / ♦ / / , / / \ / ' 448.z8' ` ` \ \ ` 6`c 6s�\ ` °��p�° - ' oj0 O� L W N ry ry� ry 1448s.0 r/ I / 1\ 49.20' \¢p\ \ \ B�A\`N \�a`. ` O• \ ,\ �S\AtiQtJ\\\ \ \\\\ \ \\ S U 0�Q 00 N ^"' T� 0 °° '0/ a R8' C TC O - DA/o/O MANAGED o 14STEEP SLOPES ° .' 4 ^E/ / \4F ° / (TYPICAL / \ ° / / �d� / / /i / / / /' ' / / / ! / ' ` % \ / / / / R3 I _ ) 00 / /00 / / , �- , / / / / / / / / 8 I _ \ `��/ 111812021 /o° ,' o° /oo // / / /// // // // / // / / , / �' / - J.�\ _ _ / I `tl�J / \� V5(�� \ W `� \ \ �\ �,� Ay 8" 45 _ O DRAWN BY 0 / / '/ 4�'� `• "C� 9' �\ / o 60 / I ./ �� • G GAYNERo oo TS 44 A' C T 4451.35/ DESIGNED BY0 ItT 49' TS 444.73' //TC 7.644 01' C. GAYNER 50 I 96' ° T l \ \ \ • •CHECKED BY/ ° 'd ........449. /° T K/ C7,61 450.215 B. CICHOCKI / / 9.75' 449.951 0 Al 450.SCALE o/ 7C R344 75' I 33.FOUNDATIO 1 "=20' \1. �y I DRAT STIFT -�- \ � / o / o / , , /� / �� �� / / / / / / / / // / /447.20' 44 'h \ .% \ / 452 i STORM SEwE I I I I / / / - _ T y • If / \If / > / , , _ � / / / / / / , / / / / / , ' / �1 _ \ R I 3 STAIR 2 STAI / �°°/ ,' d��/ / / / �A 5 Q� / , / / / 4" FOUND ION / / / �� aae.vo' / 5 4 TAI I 3 STAIR STAIR 2 STAIR / - / / 0-a 00° / , Q / / / / / / / / / _ - _ _ i310�. 448.7 / R� h5 I @ 6.5" @ 6.th" 2 o / / / o / / , r Y / / /, / / / / / / / �2AINS TIE Y6 / \ / / d5 - - _ . P' / / 16.Q" FFE=466.64' @ 6.5" F E=461.24' I @ 6.5Y =4fi2.0 '6'.0'0. o r oo r , / / / , / / / / , / / STOO/F('M SF IVER /, / / - \ „ I I /1 FFE-460.Oq' FFf 460.94' FRE=461.44' V FFE=4628 - - o / , , / / / / / / , / / / / _ - _ 6 \ 8,45' ` I / i -A II _ - '5-6T °/ / o / / / �/ / / / / r / ' / / / // / / / / _ - - _ _ �� / STAIRS / I / _ _ _ _ - 0 / o,�Q- 1:74.0/ 448.45' 1 1 4654CL W 4 I/ FFE54\ / .ate a47.73'/ / T �d ^ ��'C�' .�49.zs' / ° r� / I Y / // / / / ' �/ ! , / / , / /4L22'" - 1.11 % 448.25' FFt�f5 / o / 0 //o // / �o/' / I � / ' ' '/ ' ' ' r ' ' ' /' ' /' ' / R15' '1-2go° aazas' � / STAIRS, / o / // /g / // %'/ / / / , / / / 4,t7. i / FFE=458.95 r. 457.74'// \ \ \ I 1 I I I 1 462.57' / / / - 450 i @ 6 55" /a If / STAIRS ' ` 7.14' 1 ' \ 1 1 I I 1\ V ) If, (cq b.o-- 0 / I / / / ' ' / / co / / TC � / / / 447.72' / FFE=458.5 \ 56.65_ / \ \ \ \ \ \ 1 1 yt \ \ \ \If \ U Q / / / // / / / / / ti a / ' // / / / / • ' c� aaP / rc , �% ?y If @ 6.5" / 8 \ \ \ \ \ \ \ \ O Q / // / / / / , . 4' �� d• FFE=458.42' / , ' Y \ \ \\ i / / j' // / / / / / / /' 445/62' / / / / ' s9� �`-'¢� d a / / \ \ \ \v.. \ \v: , \ \ \ \ W -i Z If If hVV (3 1 / / QN / 446.16' ° / / \ / I I I I I I l / 446f 16' - h _ 52.72' a _ \ ` ` / / // \ \ \ \ pO LL Lu Q 44.56' N 1 / / 7 / I aAIR 45 .07' q _ - / - \ \ \ \ \ �\ \ \ TC \ O 446.29' � 1 I -h.6%% 446.12' I FE=451386' � � � _ \ \ � - _ \\ \ \ \ \\ \ \\ y_ 1 � � J 44p2.9% I I ° / / / /' N 25' ` ° . , / \ /\ I \ \ \ \ \ \ \ \ 1 O Q 442. 3' ' 4.78' / r I _ - - ' \ v \ \ \ 1 / FFE=456.82' \ \ w �$STAIR @6.5„ I ----PO- s4 _ _ _-------- -P--� _ _ \\ \ \\ \\ \ \ \ \ \\ \\ FF�=455.48' I \ I \ \ \ \ \ \\ \ \ \ \ TQ \ _2'STAIR \ 444�19' I I 6.5" AyIA .�.. \ _\ 452.34' I ° � _ \ _ _ _ 7 •I'FFE=454.1 9' 1 452 - - \ \ \ 1 �• 1 1 / � I 451.86' \ \ \\ \\ \ \ \ \\ \ ' \ ��•. 1/ \\FFE---4454.09' \ ,.. I / \tiOO1JQ \ \ vn (M6.0" \ I 4 / /' / \ r „FJL(NDAQION RAIN TO \ If \ YLIG D YiT \ 4 g �\\ \\ \ \\\\ r ' / \ \ \ • ' : \ 1 °. / / \ �/ _ / - - - - 3 G JOB NO. , � � Po$ ''�� �T 47036 _ SCALE 1"=20' / - 1 I 1 1 \ \ \ \ \ \'•\' ° \ \ /-\- \� SHENO. / \ _ �\ / ET ems' KEY PLAN b 'O' , - -40' C5.3 i/ L OLD LY - NCHBURG ROAD �_-- �� I / STATE ROUTE 631 1 / / 1 \ I I \ \ - - - \ �NH 0 1 \ �� / I EP/ / / 1 /' / , , </ (VARYING R/VV WIDTH 1\ W ---I---/------�-- 1---- , -T---- 3b CMPW/END SE67ON /NV. (lN)=442.�5 \ \ i i \ I \ ` \ \ \ ` \ ` ` \ an D. Cichocki 11c. No. 53741 GP::!:: -- ------------------ HiF7 GP I GP / , ' '\ / ' ' _ % n SCALE I"=20' 7OSiI SS ONAL _ -4GP 3 oHP----- - - oHP- - - - ` e - ar 0 20' 40' / 445 KEY PLAN I -- Pam- �-eH�- N o / i N m 441. , ( / /' / / / / _ - _ / _ LE. -VA-ULT i ¢ o / O.H. fLECTRC TELE TV 37 / S1 / / / / AIGAGE _ / / / v E / LINES_ _ ' ' �I E 442 -443 LL �a7O // ' NOD ' W448 46U 0-444 449 450 4641 z 452 -a ' / / 466 / _ __ - / 30v) w 450.05' _ - ' o TC / / � S ry z 2 2 2 / � 1- _ / / / / ,' '/ �' / / '/ / /' '/ / '/ // �' 4725TC / =! aN O W W W / / / / / / / / / / / , / K�472.71' / / a, Lu U U U 451.42' _ TC / � � / / / � w O / / � / y. � b• ey. ' / y / y. /p. / �'� -I--L6kA VIEW DRIVE � TC d � _ / / TG�y /� •oH ��j _ I / 46279/ / Tt- / / , / / / ,' / ' / E--480.05' FFE=450.75' FFE=450.95' FFE=451.25' - / FFE=45S45' - D•� •9�O 454.33' - - - 0 '9 / / / / T6 / / $ - .45 I o - 3 - - / / 64. / / / 2.53' ' / ZRRd 454.89' TC b O/ Dy N61 / / _ I ' I / / / 172.99' ' '/��-•\°' �%-\\ �/_/^�-/O'iot_o- - T_ _ ^/�Oat°-� _-.-_- 1�-Oo\/ __ -T__C- r`.'.�g�= - -- o _ - - -_ ___ -_- __- _ _ -_- - _ - _ __ 4_.5-3_.9-5' - __c__'_ \455.75' -E=455 45595-' _-` -.57.05' .y '.IOI/ 1 p,"i^v/8TC•. Q0 ,NOti NORO T(1)ONR>"E� \W O W R5? lc�c Q Q TC 4 70.28' 473.00' 474.04O O O453- q /4474.03' V62.53' //STAIRSO r 462.73' STAIRS @ 6YFF�=453:9 I / FFE=474:05' 5451.25' 451.09' 46.2 ' / FFE=473.00'/0.0450.45_ 2 1 I /473.00' -45�2.73/hI / 3.05' I �E=473.36 FFE=45I pD450�5/I 1 1 FLJ TC 450' 7' 4 OII ' 2473.50' 44/35ry FE=5 . 4' 471.25' 474.35' U N ^^(451.40' 4$ P > 4 n rn1.84- LI 4.7z' / STAI RA(I7" - 6462.73' 470.9OFFE=j338%452.75' 454.53' `FE=473.50j I 43.50' DA L 4 .52� W 46 73' ; 454.55> 455.75' FFE=45 I a 11181202dO"OM~o1 R3.O474.73' I/O 471 70DRAWN BY5 '141 \ A,� SAN _ `r - _ _ - 456.75' \ \ / LL 1 I 3ISTA1 47@ �" 4 I • FE==74.00' c 3 / / ° ' \ \ \-456.7.T - - _ I 4 2.93' � `"��� �` �: / __-' as1. __- ,1• ° -- - - �A ---- / � 1 1 � ° I 1 / / GGAYNER 57.75' v',a I I 1 I I L 1 1 1 1 r I I b / STAIRS Co 7�' p74.00' O 474.74' /' / 4p2.93I I 1 1 I N / I 1 / • DESIGNED BY \ \ 8"W I I I � ^' aas.zs / • C. GAYNER 47 45' I I ool , / -- I 1 �' I I y` Q W / / / \ _ B3 - Ly - _ 1• y 458.65' - - L CHECKED BY T 1 L 1 I / / $TAI RS & I I I 3 / \` ` `� l _ yp• ° 459.45' - - 1 11 I I 1 FFE-4174.23' •%172 I w Sp / / _451 35 45 .38 / 33 D` / j.I 1 - - - 1 / .\ / I �� ;5� B I FFE=475.26' • J I / / ��' • FFEF4 1474.50' 1 W 475.25' -4¢9.45` 460.25' - _ / 1 d63.55' I STAIRS 6" 1 / / / I I 1 I A / / �� i / B. CICHO • 8 CKI �� po \ ` \� `` a 8"w A ,1• 460.25' TC `� 1 483. 5' \ 1 \ I I • • SCALE / Qi 1 ` \ \ 472.99' 475.00' \ \ ` �\ \ ` \ (• _ _ y2alo \ _ - 5 / 462.96' / 1 o I i \ \ \ \ \ \ I ��° I I / 476.1,v I / / \ O� _ y --,1• 1 I �. IN / • 1„=20' - 1 \ \ \ \ 1 1 I I / FF 1476.16' A '9N oIo Cp - _ _ -� / 1 \\ \ \ STAI S @ 6�� 1 \ O. I I Z I d o 1 �- S5' 462. \ \ FFE=4R4.71' \ Z '470.96' \ \ FFE=475.0 1 "� I � \ � � � ° - $' - �'- _ O. 1 \ •4 2. 2' 4 1 475.00' I � I 476)14' TC 4611.05' 472.58' 1 I .HP I I • 463.19' \ \ OL\] \ 47q ,� �' \ \, 464 1 \ \ 4 STARS @ 6.25' \ STAIRS 17" I TC 1 ppo 1 \ \ \ \ \ \ .6T FFE=475�00' n \ d ° I \ I 76.54' 464 �05' I \4 I ` 47\5.00' 41 I IFFE=476.56' 2 \ 3 S \ \ \ \ / \\ 454.45' ` ` ` o / ` • ..... \ ` \ \ \ 475.00' d76.54' 3 STAIR ' / 2 STAI `� a35ss _ D`O , ` �c \ �, 6„ I 2 STAIR ® 2 AIRSr _ = �/� 1 ` \ \� ` - - _ �q� _ _ ` ` 463. 8 06 \ �{7 \ \ _ _ 4-15'� 4b64 w w •p \ \ \ \ \ \ E=4CL C6 61.24' 1 @ 6.5T F=4'�2.0 ' ' �6:0'` ;v - - - - 1 \ ` ` ` ! FFIE=461.44' FFE=46T.6• - _ - - 1 \ ` ` \ ` �o i ` \ 1 rcoI I \ 4' T" - -� 1, TC R N \ \ \ ..\.•°°\•° \ 76.86' ' \ I1 � 4 47 O @�."_ / 4ft115' STAI474 R1 ' .r S \ ' e I j,,• I. a a n. a /' _ - - F€E46S84'- - 6_FITAI _ -� \ \ / 458130 ` \ \ ` . . ` \ - - - - \ $,• i `� \ S E I [S\AY ST 459,30'� . / ; \ \$ W W\ 1 \ \\ _-_@$.5"459.30' / \460.35' � • /+: vP� ` 7 � I \ \ \ � \ \ \ \ \ ` 47 .46' FFE=a6T.8a' I I I /_ 6.0" - _ �- - - w - •$ ' .GbO \ \ ' 7YJ> 4i7 \ \ \ \ \ \ \ \ (�l Z I I 462.57•.. FFF469:90' \ `t9i90 \ , p�°a •8 \ �9 \ O �� V 7 STAIR _ _ - 64 1 4642T 1 \ \o \ \ o \ o coo I I I 1 a / 4 4'62.25' \ 1 0 0 \�� \moo \ \ Q \ \ 1 1 \ ' FFE=470.00' 464 29' - _ 467.88' • 4711.19' \ cb O Q J 1 1 1 I � $ ySTAIR sS }i62.25' � 465.35' _ � \ \ \ \ \ \ 463.19' @ 6:5-' � • S( i 463.13' _ 466. 5' • \ o � o r n / v . ... r ' -FFE='i7.065� • s s 463.13 - 465.35' - - '466.4 ' 467 88' �6 l 471/119, I \ \V476.08' 476.08' 476.96''\4638 475.20' \`>/ 473.98' WUN ATION 472.59' /�/,/---OUNDATION 41 \ \ 475.20\ \ ` 47 16 �Oti W Jct� Z \ \ ---- -- I I \ a7� 6' ` INS TIE TO \ \ \ ` \ 4 Q \ \ \ \ / / - \ , STORM EWER / 7' J /- \ \ \ \ \ g \ \ / S ORM SEWER ^ - - - - - \ L - - - \ \ \ \ w \ \ \ \ \ W \ \ 5STAIR _ /�0C \ N OY/ a6�.1s' - 5 STAIR - - - - T 7 STAIR \\ 2pNR // - , - _ - - �I @ 7•' 5 STAIR 6:5u _ �rrSfAIR 5 STAIR , ' )3 // 6.5" 7 STAIR \8 STAIR 7 STAIR \ 7 STAIR - - } - Q \ I O 465.94' - - - - - - - _ , FFE a72.95' @ 6.5 6 5„ @ 6.0" / 6 STAIR )4 @ 9 6.5" \ \ 7 STAIR p �I��1 ° qQ / FFE-a7asa' 7 STAIR @ \ @ 5" @ 6.00" LL (-/ ° . FFE=473.85' FFE=477.14' \ ` \ @ 6.5° FFE-476.04' @ 6.0° y) @ 6.5" \ \ \ \ \ \ - \ O FFE=478.58' 6` _ _ w Q A) FFE=481.89' F\FE=484.68' \ \ \ \ \ �>- \ w / 456.76' Y\ E=483.29' \ 8 w \ - - FFE=485.90' FFE=486.78' \ \ FFE=487.66p FF€=488.86 - - U) ? J _478-p18 1 \ \ \ \ \ \ \ \ \ co - - -' 470.98' \ 472.07' �. _ - y r > \ 6 473.17' 474.2, \ \ \ \ \ \ . v a \. \ \ / - _ \ 475.3T • 496.1T 'r , / Q 1 _ _ ' \ \ \ \ \ \ ° \ I , - - - _ 477.98' - _ - ' - a> r - - _ - a • TC e484.99' 480. - - - - - - - - - - - - - 1T � r .11' V1/ / � ` � ` � / / � - - - 481.27p _ 482.43' "UHIZON_ 0 / !/ \v 1\ \ \ \ \\ \\ \\ \\ \\;. a \\ W // I' POSED69'l/ OTR/W----' -T as box W JOB NO. 47036 SHEET NO. / / _ NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. �.5.4 L I - - - - - - -+ - - - - - - - - - - - + - - - - - -I - -------------------4--------------------- ------------ - I I I - - - - - - - - - NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. / I 1 / I ---------1---------1---------1------------- 4------------- I 1 1 I I / I I ---------- 1 ' �----------- ----------r- 1 / I I I 1 I I I I NH 0 --------t----------------r------\`------------------------;\-----------4- {�----------------------T------------I---------II T- I 1 1------------ 1 I i 1 1 1 \ 1 '\ I Ilr----------------`--------- Tf I 1 I I ` \ - � =7=- 1 I \ \ -------t-------------------------<----------------------- ----------- ` / an D. Cichocki \------------ \ ----- \ I I \----------�---------------- \ - - - - \ \ \ \ \ \ OLD LYNCHBURG ROAD Lic. No. 53741 \\STATE ROUTE 631 \ \ '\ \ `\ \ \ \ \ \ \\ \ \ ` �o \ \ \ \ \ \ `, \ (VARYING R/W WIDTH \\ 1 \ \ \\ EP \--------- ------------ ----------- - - ---- - ` - - - - - - - / / QHT �_�.� // I _i' _ /l �� \I \\� \\\ ) - \\ \ \_ \ / //\ `� _ �\ \ ` N of -OHT-t / .\-9i#T=-i / OHT- �pNT�\�__-__- J '/ /l \_ \ `�� \ \/ ---1 1 1 // (/ v\----_--_ > E ORPLY - OHP, �- _ _ _ - - z� / _ GP I / // 1 _ - - - _ ' _ - _ - - w v E _ _ GP / _ ^ ' _ - - - ' TELE b4VULT // _ ' ' _ ' _ - - _ _ _ _ -aye 3 AO Lu / Al 4_ 87 r d a Qw p I1.2 n cn 1- / / , 'a47 vi N /472.46' / /'� r 'TC 472.�cyTyc4C4 ' / 473.SCy '473.27' p#-FLORA VIEW DRIVE T� 4j366' t28' R18' , - ' /' / TO / , / / r / / � 4 e _ - \ / M vl cn \n 9 /5' 77 / a / TC \ R18493 / Q 474.10' / / - O 472.99' / 470.28' 473.00' / 474.04' o�0 472.6' I'„ 474.03' �STAIRS6 / ;1- / 61� /'.>. W NryryON r I / I FFE= 74:05' \ \ / / / • FFE=473.00'/ I /473.00' / / / / ' I / Lu 473.5/0/ / •?p, 4F.3/5' / I ' / _ _ O DATE471.25' 474.35' Q 75. 5' > STAIRS/@17 FFE=474,35 O 111812021 • / FE=473.50// 473.50' / D'�^� / Q b\ - / O Y DRAWN BY Ib 471170' I 474.00/ / /o\o / / D ' / 474.73' , / I / / / b / / �' / / / / / / / / / ,' / / �� ' ' C. GAYNER / DESIGNED BY �\ �\ I / / / / � / I f�E=474.75' ' / / / / ' ' / � / / / / ' / _ • I • FFE=aG' T 74.00b / / / / / ' , / / ' c� / • �\ 4.00' / ca ggg... 474.74' I / / , / , - / / , ' rn / C. GAYNER /7 / StAIRS(d7 b / // /// / //' //' I , / / i / / / - / / / • CHECKED BY o J 435.25' 1 47 / 1 g' I 45' o� I sj Q b / / / /' / / / �� / I ' / / / a / / ' / / ' • B. CICHOCKI / TA I I 6, FFE=475.26'W �� Wel / •• SCALE 0 FFEF474.50' 474.50" 475.25 I M I I / / • 1"=20' I \ a72sI s' II I I 475.00' 1 l i , / 476.14' , / /b �, / I • \ \ \ \ \ I STAIR$ @i6�, i I^9 \ ^�10 I Z ��o i FFF476.16' -�370.96' \ IiFE=475.0q I 1 475.00" 1 111I 476�14' 1 / \ I I I I / / • •HP 1 OD \ 479. FE=475a00'$ 47\5.00' \ d10 1 \ I 11 4176.54' I IFFE=476.56' Mom/ 47 _-�\ \\ \ \\ `� I .a/ I (v° 1 '1 I \\ W \ \ \ 475.00'\ 1 7o 4176.54' I 4 I A753 \ \ \ \ 1.a 1 1 1` \ \ \ \ \ \ \ \ \ R3' rc \ I \ \ \ I _ \ 1 \ \ \ \ \ \ 47g. 4' \ \\ \ \ I 47 TC \ T 479.23' \ \ ` \ \ 1 \ \ 46 R16' �N i \ \ \ .;,;.::8°""' \ \ \ \ \ . l'2iFi_ TC _ _ 1 1 1 / \ \ R1 \ co/ A$ - afiossr V \ \ I � \ \ S ETSAY ST [ET b \ \ \ � \ \ �\ \ v � N \ \ \ \ \ \ \ R TC 48 Q W $?" \ \ \ 1 I I / �C I I \\ \ tS0 \ LLI !ll J Z \ 2Q' \ 476.08' \ \ \ 478.16' �b Q 4 4. - \ \ \ 1 1 I CC / / / / / I \ \ \ \ \ \ \ < 47y.19' I \ \ 473.98' 475.\ I I 4A6 \ \ \ 47$,1,6' 0S' 483. 1' Z p co\ I LL \J T 7STAIFf 7STAF{2---\\ \ -\ �\ - �\ - \_ I I I 4821 / / // // ' 1 \\ \\ \\ \ w O / I @ 6.5\' \8 STAIR 7 $ AIR 7 SIAIR \ IS - - 1 483 / / , \ \ \ 7 STAIR \ 7 @ 6.5" \ \ \ \ A \ I 4 4 / / / / / \ \ '^LL] \ @ 5" @ 6.00 \ V / Z ' FFE=481.89' \ \ \ \ / / .p F\FE=484.68' \ \ 4 6.3 \ 486 Y,FE=483.29' FFE=485.90' FFE=486.78' \ \ ` e ` \ 1 1 / / / / / \ \ \ \ \ U FF€=488.86 _ a Lu _�1 25 I\, � >° \ _ I. � a / e / e ,41 / ' v/ roq _ / / .. I -�' 481.27' _ 482.43' _ / /// / T�p ON R13A 488.60 HORIZON ROD - Tc- P POSED 61' V - - - -T 485.34 OT RIW _ / ' v� / / / W ' J 484.75' - - - - - - - - - - V / JOB NO. SCALE 1"=20' SHEET NO. KEY PLAN ---o-^- 20' 40' C5.5 L RAMP J i 452.76± MATCH EXSTING CG-12 CURB RAMP e° h^ h a MATCH EXI TING 4.85± TIE INT _ EXI G WALK 455 \ TC ` 452.72' 4 0� r 453.10 CG453.09 CURB // RAMP TC 452.07' ° 452.64 000° 00 00 453.02 452.73 452.35 OD O 0-r 452.46 d :H EXISTING 454.75± - - - - - - - - - - - - - - - - - - - - - - - - - - - —/l /Z-� / CG-12 CROSSING #1 (HONEY BEE WAY & HORIZON ROAD) CG-12 CROSSING #2 (SWALLOWTAIL LANE & HORIZON ROAD) J I I I I I I I CG-12 CROSSING #1 EXISTING 489.53± zi 489.39' I I � I I I I I I I I I I I I I I � 7 7 � I 7 I � \ I I 0 L'12CROSSING#2 oll� KEY PLAN SCALE 1 "=5' 0 5' 10' SCALE 1"=5' 0 5' 10' A.D. Cichocki Lie. No. 53741 1/r2/4 l ^� E 0 o N � N C > E ai E w � .Wu p LL - wo �-1U Oro — i Z O w rn d � ry V W w Z f ti I!U �i { ) Q w oa o �Q =i c ry v¢� Z O �LLI Lu F > 000 PN w Lu U U U 00 M 00 000 Z a a Q- M CL 0 N 2 W l N M U Q Q 0 Z z ti ^ O p O DATE in 111812021 0 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=20' JOB NO. 47036 SHEET NO. C5.6 L Lm ROUTE PROJECT Southwood Blocks 9-11 DESIGNER: CG DATE 7/16/2021 CHECKED: UNITS:NGLISH INLET ZO ¢ fi >y a4 y .�� uC48 f✓ m4 `R t✓S %n a a H F V �o Or. o 0 Sag Inlets Only 74 114 DI-3B 6.000 0.130 0.90 0.117 9RICd-1T 0.020 0.35 0.007 0.124 4 0.49C+ 0 0.496 0.0200 0.0200 1.952 2.000 1.02459 0.0833 4.165 L000 3.52 01466 0.1666 5.033 6.000 1.192 1.000 0.496 0.000 1.951 116 DI-3B 6000 0260 0.90 0.234 Back/Lt. 0.0DORIGHT 0.080 0.35 0.028 Back/Lt. 0.262 4 I.048 0.363 0.0020 0.0208 9.536 2.000 0.20973 0.0833 4.00481 3,50 Baok/Lt, 0 4 0 0 Ahead/Pt. 1.411 0.0020 6 1.411 1.916 0.166 0,333 0.498498 1916 7678 T > 8,0 ft 118 U1-3B 6.000 0530 0.90 0.477 0.00UR101TI 0.100 0.35 0.035 0.512 4 2.048 0 2.048 0.0150 0,0209 6968 2.000 0.28703 0.0833 4.00481 0750 3.50 0.1458 OA301 9.716 6.000 0.618 0.823 1h85 0.363 3.239 122 DI-3U 6000 0_340 090 C 13ack/Lt. O(WRIGHI 0080 0.35 0.028 Back/Lt. 0.334 4 1.336 0 00020 0,0208 9297 2000 0.21512 00833 400481 3.50 Back/Lt, 0 4 0 0 Ahead/M. 1336 0.0020 6 1336 1948 0.166 0333 0498498 3.849 7.403 T>8011 128 D1-1 2000 0030 090 0027 W.k/Lt. 0W(1RIGH"t 0010 0.35 0.0035 Back/Lt. Q031 4 0. 124 0 0.0100 0,0208 1,322 2.000 1.51286 0.0833 400481 350 Rack/Lt, 0 4 0 0 Ahead/Rl. 0.124 00100 1000 2 0.124 0491 0.166 4.490 1.965 Wes Flow 130 DI -I 2WO U006 090 00054 Beck/Lt. 0.0DORIGM 0.004 0.35 0.0014 Back/L[, 0.007 4 0.028 0 0.0100 0.0208 0.757 2.000 2.64201 0.0833 4.00481 3.50 Back/Lt, 0 4 0 0 Ahead/W 0028 00100 2.000 2 0028 0.182 0166 4. 181 0.729 Weirllow 132 D[-1 2.W0 0.040 0.90 0.036 Back/Lt. O.ODOIRIGITI 0.030 0.35 0.0105 Back/Lt. 0.047 4 0188 0 R0100 0.0208 1.545 1000 L2945 0.0833 4.00481 3.50 BackA.t. 0 4 0 0 Ahead/Ri. 0.188 0.0100 2.000 2 0.188 0.647 O.166 4.647 2.594 Weir Plow 208 DI-3C 6WO 0.200 0.90 018 Back/Lt. Q00YRiGIT1 0.050 0.35 0.0173 Back/Lt, OA98 4 0.792 0 0.0300 0.0200 2,639 2.000 035786 0.0833 4.165 3.52 Back/Ll, 0 4 0 0 Ahead/Rt. 0.792 0.0300 6 0.792 1.304 0.160 0.333 0.48048 3.304 5.432 Weir Flow 210 DI3B 4.000 0030 0-90 0.027 Back/I.t, 0.0W1UGHT 0.010 0.35 0.0035 Back/Lt. 0.031 4 0.124 0 0.0020 0.0208 1.787 2.000 1.11919 0.0833 400481 3.50 1 Back/Lt. 0 4 0 0 1 Ahead/Rt. 0.124 0.0020 4 0.124 0.442 0.166 0.333 0.499498 2.442 1.772 Weir Flow 212 DI3B 8.000 0210 090 0.189 0.00URIGH7 0.080 0.35 0028 0217 4 0.868 0.079 0.947 0.0600 0,020D 2.101 2000 095193 0.0833 4.165 1,000 3.52 0.1466 OA666 9AS2 8.000 0.871 0.975 0.923 0.024 2023. 214 DI-3B 6000 0200 090 0.18 O'RIGHT 0.080 0.35 0.028 0.208 4 0.832 0 0.832 0.0500 0.0200 1995, 2.000 1.00251 0.0833 4.165 1,000 3.52 0.1466 O.1666 8.233 6.OW 0.729 0.904 0.753 0.079 1.995 216 D[-3B 8.000 0.190 0.90 0.171 O'RIGHT 0.030 0.35 0.0105 0.182 4 0728 0.141 0.869 00500 0.0200 2.117 2.000 0.94473 0.0833 4.165 1.000 3.52 111466 0.1666 8.386 800(1 0.954 0.9% 0866 0003 2.027 218 DI-3B 6.000 0.060 0.90 0.054 ORIQNT U.020 0.35 0.007 0.051 4 0244 0.015 0.259 n0400 0.0200 1344 2.000 L4881 0.0833 4.165 1000 152 0.1466 0.1666 4.717 6.00(1 1 1.272 1.000 0259 OOOD 1.343 220 D[3B 4.000 0.070 0.90 0.063 ORIGIIT 0.010 0.35 0.0035 0.067 4 0268 0.025 0.293 0.0400 0.0200 1,407 2.000 1.42146 0.0833 4.165 10W 3.52 01466 OA666 4.968 4.000 0.805 0.947 0.278 0.015 1.407 222 D[-1 1.250 0.070 0.90 0.063 Back/Lt. O.ODO?J(A4T 0.080 0.35 0028 Iiack/Lt, 0-091 4 0364 0 0.0211 0-0500 L721 2.000 L16212 00833 1,666 2.80 Back/Lt, 0 4 0 0 ]870.400 Ahrzd/Rt. 0.364 0.0211 1250 125 0.364 5.124 3.124 Wei, Flow 223B DI-3B 4.000 0.060 0.90 0.054 ORIGLIT 0.010 0.35 0.0035 Q058 4 0232 0.101 0.333 0.0400 0,0208 L476 2.ODO 1.35501 0.0833 4.00481 IOW 3.50 01458 0A666 5242 40oo 0.763 0.925 0308 0.025 1.476 224 D[3B 6.000 0.190 0.90 0.171 0.000RI 0.050 0.35 0.0175 OA89 4 0756 0.357 1.113 0.0300 0.0200 3.757 2.000 0.53234 Q0833 4.165 0.%2 3.52 01466 01611 8.147 6000 0.736 0.909 1.012 0.101 2.421 226 DI-3B 6.000 0240 0900216 ORIGHT 0.140 0.35 0.049 0.265 4 1.06 0.731 1791 0.0300 00400 3.828 2.000 0.52247 0.0&33 2.0825 0.916 304 0.1266 0.1560 10.139 6.000 0.592 0.801 1434 0.357 2.877 228 DIA 2.500 1.020 0.73 0.7446 0.000RIGHT 0.745 4 2.98 0 2.980 0.0300 0.0200 7.238 2.000 0.27632 0.0833 4.165 0.737 3.52 0.1466 0.1281 14.132 2.5W 0.177 0.755 2.249 0.73I 3.256 230 DI-3B 2.0W 0.140 0.90 0.126 O.ODDRKHTI 0.040 0.35 0014 0.14 4 0.56 0 0.560 00100 00208 3254 2000 Ob1463 00833 4.10481 0.981 3 50 01458 0 1639 4.345 1000 04N) 0983 0.551 0.009 2.312 234 DI-3H 8000 0.570 0.90 0.513 Back/Lt, 0.000'RICHTI O. 120 0.35 0.042 Back/Lt, 0.555 4 222 0.003 0.0200 0.0250 6072 2.000 032938 00833 3332 34U Back/Lt. 0 4 0 0 Ahead/Rt. 2.223 0.0200 8 2.223 2.287 0200. 0.333 0.600601 4.287 7.624 Wei Flow 236 DI-1 1.000 0002 0.90 0.0018 B0c111t. 0.0DORIEft 0.008 0.35 0.0028 Back/Lt, 4 0.02 U Back/Lt. 1O.00S 0 4 0 0 Ahead/Rt. 0.020 0.001 1,000 1 r 0.020 I r 0.315 1 IT > 80 ft 238 DI-1 1 1,000 1 1 0.010 I ago 1 0.009 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 jBack/Lt. 0.000R1GH3 0.030 035 0.0105 Back/Lt. 0.02 4 008 0 Back/Lt. 0 4 U 0 Ahead/Rt. 0.080 0.001 1 000 1 O.CRO44E EE 79793 T > 8.0 ft LD-229 STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY 10 PROJECT: Southwood 9-11 LOCATION: AlbemadeCounty COUNTY: Charlottesville Designed by: CG Checked by: MD UNITS ENGLISH PIPE NO. FROM POINT TO POINT DRAIN. AREA "A" Aerc (3) RUNOFF COEFF. "C" (4) CA INLET TIME Minute (7) RAIN FALL ImHr (8) RUNOFF INVERT ELEVATION LEN'GT B of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Number of Pipes Capacity CFS (15) Friction Slope Ft./Ft. NORMAL FLOW FL0 TIME INCRE- CCUMU MINT -LATED REMARKS Minma Mmutts (17) (17) (I8) INCRE-ACCUM MENT (5) ULATED (6) Lateral CFS Tota10 CFS (9) UPPER END (10) LOWER END (11) Depthof Flow, do Ft. Area of Flow. An SgFt Hru Ft. Vn FtSa (16) En FL REFERENCE (1) STA. REFERENCE (2) STA. 101 102 1 100 0.00 0.00 0.00 5.69 6.54 0.00 14.77 426.08 426.01 12.70 0,00551 24 Circular 1 18.19 0.00380 1.37 2.29 0.59 6.45 2.01 0.03 1 5.73 103 104 102 0.00 0.00 0.00 5.71 6.33 0.00 14.77 42631 426.18 25.72 0.00505 24 Circular 1 17.42 0.00380 1.41 2.37 0.59 6.22 202 0.07 5.78 105 108 104 0.00 1 0.00 0.00 1 5.02 6.54 0.00 14.77 427.69 426AI 256.91 0.00498 24 Circular 1 1730 0-00380 L42 2.39 0.60 6.18 2.02 0.69 5.71 109 SWMA_OU 108 0.00 0.00 0.00 5.00 0.00 14.77 430.65 427.79 1 26.17 0.10929 24 Cuctdar 1 81.02 0.00380 0.58 0.75 0.33 19.61 6.55 0.02 5.02 111 112 SWMA_IN 0.00 0.00 0.98 7.11 5.92 0.00 1623 435.87 435.25 30-94 0.02010 21 Circular 1 24.34 0.00930 1.05 1.50 0.49 10.83 2.87 0.05 7.15 113 114 112 0.15 0.83 0.12 0.98 7.06 5.94 0.00 16.23 436.96 436.07 48.11 0,01850 21 Circular 1 23.35 0.00930 1.07 1.55 0.49 10.49 2.78 0.08 7.13 115 116 Ile 0.34 0.77 0.26 0.86 6.92 5.97 0.00 15.49 439.26 437.06 80.09 0.01498 21 circular 1 21,01 0.00850 L12 1.62 0.50 9.55 2.54 0.14 7.06 117 118 116 0.63 0.81 0.51 0.60 6.77 6.01 0.00 13.93 440.15 438.36 89.65 0.01997 18 Circular 1 16.08 0.01560 1.08 1.36 0.45 10.24 2.71 0.15 1 6.92 121 122 SWMA IN 0.42 0.80 1 0.33 0.33 5.00 6.54 0.00 Z19 438.00 437.72 5.58 0.05018 12 Circular 1 8.65 0.00340 0.34 0.24 0.19 9.18 1.65 0.01 5.01 123 124 118 0.00 0.00 0.00 5.04 6.53 0.00 10.97 443.42 440.25 90.46 0.03504 15 Circular 1 13.10 0-025601 0.88 0.92 0.37 11.95 3.09 Q13 3.17 125 EX 1 124 0.00 0.00 0.00 5.00 0.00 0.00 10.97 448.80 446.47 1 38.91 0.05988 15 Circular 1 17.13 0-02560 0.73 0.74 1 0.34 14.81 4.13 0.04 5.04 127 128 118 0.04 0.78 0.03 0.09 6.53 6.08 0.00 0.54 441.73 441.54 38.12 0,00498 12 Circular 1 2.72 0.0001-0 0.30 0.20 0.17 2.70 0.42 0.24 6.77 129 1130 128 0.01 0.70 0.01 0.05 5.98 6.24 0.00 0.35 442.22 441.83 7893 0.00494 12 Circular 1 2.71 10.00010 0.24 0.15 0.14 2.39 0.33 0.55 6.53 131 132 130 0.07 0.67 0.05 0.05 5.00 6.54 0.00 0.31 446.75 444.94 190.82 0.01001 8 Circular 1 1.31 0.00060 0.22 0.10 0.12 3.07 0.37 0.98 5.99 201 202 200 0.00 0.00 0.00 5.19 6.48 0.00 14.09 445.00 444.77 18.26 0.01260 30 Circular 1 49.88 0.00100 0.91 1.61 0.50 8.74 2.09 0.04 5.23 203 203A 1202 0.00 0.00 0.00 5.05 6.52 0.00 14.08 445.58 445.10 49-15 0-00997 30 Circular 1 44.37 0.00100 0.97 176 0.52 8.02 1.97 0.10 5.15 203B 204 203A 0.00 0.00 0.00 5.02 5.04 0.00 14.09 445.86 445.69 16.72 10.01017, 30 Circular 1 44.81 0.001001 0.96 1.74 0.52 9.08 1.98 0.03 5.05 205 SWMB OU 204 0.00 0.00 0.00 5.00 0.00 14.08 446.00 445.96 7.38 0.00542 24 CQCular 1 18.04 0.00340 1.33 2.22 0.58 6.35 1.96 0.02 5.02 206A 206B SWMB IN 0.00 0.00 2.45 5.62 6.35 0.00 15.63 449.59 449.00 5,96 0.10068 15 Circular 1 22.21 0.05210 L77 0.90 0.35 19.60 6.74 0.01 5.63 207 1208 200 0.25 0.79 0.20 0.84 5.52 6.37 0.00 5.39 454.86 454.00 42.95 0.02002 15 Circular 1 9.90 0.00620 0.66 0.65 0.32 8.24 1.71 0.09 5.61 209 210 208 0.04 0.78 0.03 0.64 5.41 6.41 0.00 4.13 455.84 454.% 50.50 0-01743 15 Circular 1 9.24 0.00360 0.59 0.56 0.30 7.32 1.42 0.12 5.53 211 212 210 0.29 0.75 0.22 0.43 5.25 6.46 0.00 276 457.10 455.94 66.49 0.01745 15 Circular 1 9.24 0.00160 0.47 0.42 0.26 6.59 1.14 0.17 5.42 213 214 212 0.28 0.74 0.21 0.21 5.00 6.54 0.00 1.36 466.70 460,58 122.40 0,05000 12 Circular 1 8.63 0.00130 027 0.17 0.16 8.02 1.27 0.25 5.25 215 216 210 0.22 0.83 0.18 0.18 5.00 6.54 0.00 1.19 456.89 456.00 42.01 O.021191 12 Circular 1 5.62 0.001001 0.31 0.21 0.18 1.69 0.81 0.12 5.12 217 218 206E 0.08 0.76 0.06 1.62 5.56 6.36 0.00 1 10.56 455.83 453.34 49.77 0.05003 15 Circular 1 15.65 0.02380 0.75 0.77 0.35 13.69 3.66 0.06 5.62 219 220 218 0.08 0.84 0.07 1.56 5A8 6.54 0.00 IOA7 458.83 455.93 54.36 0.04506 15 Circular 1 14.86 0.02210 0.76 0.78 0.35 13.04 3.40 0.08 5.56 221 1222 220 0.15 0.61 0.09 0.09 5.00 6.54 0.00 0.60 460.79 458.93 6112 0.02994 12 Circular 1 6.69 0.00020 020 0.11 0.12 5.26 0.63 0.20 5.20 223A 223B 220 0.07 0.83 0.06 1.40 5.30 6.45 0.00 9.10 463.94 461.71 111.42 0.02001 15 Circular I 1 1 9.90 0.01770 0.94 0.99 0.38 9.15 2.25 0.20 5.50 223C 224 223B 0.24 0.79 0.19 1.20 5.22 6.47 0.00 7.82 464.88 464.04 4188 0.02006 15 Circular 1 9.91 0.01300 0.84 0.87 0.37 8.95 2.08 0.08 5.30 225 226 1 224 0.39 0.70 0.27 1.01 5.08 6.52 0.00 6.60 466.50 464.99 75.93 0,02002 15 Circular 1 9.90 0.00930 0.75 0.76 0.35 9.64 1.91 0.15 5.23 227 228 226 1.02 0.73 0.75 0.75 5.00 &M 0.00 4.87 46732 466.60 41-06 0-01754 15 Circular 1 9.27 0.00510 0.64 0,64 0.32 7.65 1.55 0.09 5.09 229 230 223E 0.18 0.78 0.14 1 0.14 5.00 6.54 0.00 1 0.92 465.18 464.04 37.97 0,03002 12 Circular 1 6.69 0.00060 0.25 0.15 0.15 1 5.97 0.90 0.11 5.11 233 234 SWMB_IN 0.69 0.80 0.56 0.56 5.00 6.54 0.00 3.63 447.38 447.00 75.81 0.00501 15 Cuculer 1 4.95 0.00260 0.60 0.82 0.36 4.41 1.10 0.29 3.29 236 SWMB IN 0.01 0.50 0.01 0.06 5.28 6.45 0.00 0.40 449.24 448.98 IZ90 0.02016 8 Crr14trmr 1 1.86 0.00100 0.21 0.09 O.12 424 0.49 0.05 5.33 7 E5 238 236 0.04 0.50 0.02 0.06 5.22 6.47 0.00 0.37 449.62 449.34 14.04 0.01994 8 Chcrrlar 1 1.85 0.00080 0.20 0.09 0.11 4.13 0.47 0.06 528 240 238 0.07 0.51 0.04 1 0.04 5.00 634 0.00 0.24 43t.89 449.72 60.28 0.03600 8 C°ci0ar l 2.48 0.00030 0.14 0.05 0.08 4.49 0.45 0.22 5.22 LD-347 PROJECT: Southwood 9-11 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: MD INCIDENCE PROBABILITY 10 Year lLET OR JUNCTION STA. NVErr EL. OUTFLOW PPE DEPTH OF FLOW CUTFLOW PPE OUTLET WATER SURFACE ELEV. DIA. PPE Do h/mm) DESIGN DSQN. Qo (CFSMM5) LENGTH PPE Lo FVM) FRICTION SLOPE, Sfo (FT/FT) (MMI FRICTION LOSS Hf (FUR JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (FV" Inlet Shaping? YIN 0.5 Ht (F F14AL H Inlet Water Surface Elevation Top of FM Top of filet Bev. APPROX Adjustment. Vo Contr. Ho FM" Vi Vi'Mg Hi(Eapn) 0.35"MAX. (VO2g) SKEW Angle K Bend H Sum HL FVM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) SWMA_IN I I I I 1 1 441.690 112 435.250 1.75 441.690 21 16.231 30.84 0.00935 0.288 10.833 0.456 10.487 1.708 0.598 0.0 0.00 0.000 1.053 0.000 1.053 YES 0.527 0.815 442505 445.710 O.K. 114 436.070 1.75 442.505 21 16.230 48.11 0.00935 0.450 10.487 0.427 9.553 1.417 0.496 0.0 0.00 0.000 0.923 0.737 0.923 YES 0.461 0.911 443.416 447.160 O.K. 116 437.060 1.75 443-416 21 15.494 80.09 0.00852 0.682 9.553 0.354 10.244 1.629 0.570 0.0 0.00 0.000 0.925 1.565 0.925 YES 0.462 1.144 444.560 447.700 O.K. 118 438.360 1.50 444.560 18 13.929 89.65 0.01566 1.404 10.244 0.407 11.954 2.219 0.777 0.0 0.00 0.000 1.184 3.079 1.539 YES 0.770 2174 446.734 448.630 O.K. 124 440.250 1.25 446.734 15 10.970 90.46 0.02569 2.324 11.954 0.555 14.806 3.404 1.191 0.0 0.00 0.000 1.746 0.000 1.746 YES 0.873 3.197 449.931 456.010 O.K. EX 1 446.470 125 449-931 15 10.970 38.91 0-02569 0.999 14.806 0.851 0.000 0.000 0.000 0.0 0.00 0.000 0.851 o.00o 0.851 YES 0.426 1.425 451-356 456.640 O.K. 122 437.720 1.00 441.690 12 2185 5.58 0.00335 0.019 9.179 0.327 0.000 0.000 0.000 0.0 0.00 0.000 0.327 2.185 0.425 YES 0.213 0.231 441.921 442.370 O.K. 128 441.540 1.00 446.734 12 0.539 38.12 0.00020 0.008 2.702 0.028 2.385 0.088 0.031 0.0 0.00 0.000 0.059 0.188 0.077 YES 0.039 0.046 446.780 448.200 O.K. 130 1 441.830 1.00 446.780 12 0.351 78.93 0.00009 0.007 2.385 0.022 3.069 0.146 0.051 0.0 0.00 0.000 0.073 0.044 0.073 YES 0.037 1 0.043 446.824 448,900 O.K. 132 444.940 0.67 446.824 8 0.307 180.82 0.00057 0.104 3.069 0.037 0.000 0.000 0.000 0.0 0.00 0.000 0.037 0.307 0.048 YES 0.024 0.128 446.969 450.660 O.K. LD347 PROJECT: Southwood 9-11 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: MD INCIDENCE PROBABILITY 10 Year INLET OR JUNCTION STA_ WERT EL. OUTFLOW PPE DEPTH OF FLOW OUTFLOW PPE OUTLET WATER SURFACE ELEV. DIA. PPE Do (h/mm) DESIGN OISCH. OD (CFS/CNS) LENGTH PPE Lo (FY" FRICTION SLOPE, Sfo (FT/FT) (NYNt) FRICTION HI LOSST(FV (FVM) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (FWA Inlet Shaping? Y/N 0.5 Ht (FVM) FINAL H (FVM) Inlet Water Surface Elevation Top of Ml Top of Inlet Bev. APPROX. djustment. Vi VrN2g Hi(Eapn) 0.35"M4X. (VO2g) SKEW Angle K Bend H (FtM) Sum HL (FV14 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 100I I I I I I 1 1 427.850 102 426.010 2.00 427.850 24 14.770 1270 0.00380 0.048 6.450 0.162 6.221 0.601 0.210 0.0 0.00 0.000 0.372 0.000 0.372 YES 0.186 0.234 428.084 429.710 O.K. 104 426.180 2.00 428.084 24 14.T70 25.72 0.00380 0.098 6.221 0.150 6.184 0.594 0.208 0.0 0.00 0.000 0.358 0.000 0.358 YES 0.179 0.277 4281361 431.570 O.K. 108 426A10 2.00 428.361 24 14.770 256.91 0.00380 0.975 6,184 0.148 19.612 5.973 2.090 0.0 0.00 0.000 2.239 0.000 2.239 YES 1AI9 2.095 430.456 432-410 O.K. WMA O 427.790 2.00 430.456 24 14.770 26.17 0.00380 0.099 19.612 1.493 0.000 0.000 0.000 0.0 0.00 0.000 1.493 0.000 1.493 YES 0.747 0.846 431.302 O.K. D. Ciehm16 U Lie. No. 53741 �O �v SSIONAL M E o O rn U N � N 0 > E w v E i w w 3 Q U-tj 3 p LL 0 wO `mom �� U00 Z - to O w rn d to ry V ti W w v Z f ? U ?i-J n< W Q 17 Inv) i c ry Z U ¢UD O F 17 uri LID °N > 000 w M of U U U 00 uoH j U 0 u 0 Z CL R CL O d 0 O O O 2 rN F N O O r N 2 Q -rrgq rN U 0 1V fir~ Q ti I\O p Z O in DATE j 111812021 O DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N/A • �J T C6 01 ' 1 0 TT\ Y / '^ Z w/ U o_ Ii 0>Q W J Q U ' LLI lb a U LL I _ O w � J Z 7 0 L- O U 06 ^2 /�1w /�t I . I - 0 0 0 0 �T i 0 U) JOB NO. 47036 SHEET NO. C6.4 0 3 c 0- 7 90 o o O �Z .2O 0 c E a c m a0 O c (D U3 3 N Z m O � a F to 2.0 2 0 o .Z Y M � J N X 0.0 g„ m 0 m 0 c E `o ra � m o � a c CUM M o 2 0.2 m a � c m N 0 0 c o nE L F E L A.D. Cichocld 'Z LDJ47 PROJECT: Southwood 9-11 DESIGNED BY: CG U Lie. No. 53741 HYDRAULIC GRADE LINE ANALYSIS Checked: MD �O INCIDENCE PROBABILITY 10 Year .� `SSIONAL� M E 0 0 U N Vi N C > E w ai E w w 3 Q LL o 3 p LL - w0 `mom �� U000 Z w - "i O rn d to ry V ti W w Z f ? U 30�Q w Q LL � O i ry Z U ¢uo O F °N > 000 w M U U U uo H j 000 Z a a d O 22 O O O 2 F W � � (z) CS 2 Q r.V � r�V M U 7 rV � 04 Q z O in DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY LD-347 PROJECT: Southwood 9-11 DESIGNED BY: CG • C. GAYNER HYDRAULIC GRADE LINE ANALYSIS Checked: MD • CHECKED BY INCIDENCE PROBABILITY 10 Year B. CICHOCKI • • SCALE N/A • l� T 0 0 V / '^ tz w/ U o Ii � 0< mw� J Q U w Q m U r-I a LL o w � J V z Z Q � - 0 U 06 ^2 w I. 0- 0 C) 0 0 2 �0 V/ JOB NO. 47036 SHEET NO. C6.5 INVBZT DEPTH OUTLET DIA. DESIGN LENGTH FRICTION FRICTION INLET STA. t3. OF FLOW WATER RPE gSCH. RFE SLOPE Sfo LOSS JUNCTION LOSS Adj. HI filet filet Top of MH Con INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PPE OUTLET WATER SURFACE H.LV. OW. PPE Do (h/mm) DESIGN DISCH. Do (CFS/CMS) LENGTH PPE Lo (FUNQ FRICTION SLOPE Sfo (FT/FT) (M'M) FRICTION LOSS Hf (FUNQ JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (FUPo1) filet Shaping? YIN 0.5 Ht (FVM) FINAL H (FVM) filet Water Surface Elevation Top of MH Top of filet Bev. APPROX. AdJustment? Vo Contr. Ho (FtRvQ Vi Vi'22g Hi (Expo) 0.35'M4X. (Vi22g) SKEW Angle K Bend H (FVM) Sum HL (FVM) (1) (2) (3) (4) (5) (6) m (8) (9) (t0) (tt) (t2) (t3) (t4) its) it6) (t6) (t7) (t8) (t9) 200 446.930 202 444.770 2.50 446.930 30 14.080 18.26 0.00105 0.019 8.735 0.296 8.023 1.000 0.350 0.0 0.00 0.000 0.646 0.000 0.646 YES 0.323 0.342 447.272 452.860 O.K. 203A 445.100 2.50 447.272 30 14.080 48.15 0.00105 0.051 8.023 0.250 8.082 1.014 0.355 0.0 0.00 0.000 0.605 0.000 0.605 YES 0.302 0.353 447.625 454.170 O.K. 204 445.690 2.50 447.690 30 14.080 16.72 0.00105 0.018 8.082 0.254 6.352 0.627 0.219 0.0 0.00 0.000 0.473 0.000 0.473 NO 0.473 0.490 448.t80 456.800 O.K. L 0 _o M 102: MH-1 ry o t N 108: MH-1 STA 10+16.22 N t N STA 12+98.95 TOP 429.71 = o c� TOP 432.41 INV IN 426.18 (103) Q d O INV IN 427.79 (109) INV OUT 426.08 (101) g U) O_ Z z INV OUT 427.69 (105) 450 Q o LD. 'n 2 co � O ui � o n � 2 M � v LoN ChoclO(V M O LO ..L L .i L N N N .�I- vo O I � m � ED : L N 3741V CD V MOM �00 M 00�0 M ��OM M (OMMN O °DOS M �0�� �N W O V m��r myNj l� W V m�(00 �MO(O a0MO +u'1 t H M} 1�m F M+�� }oD H }Q > 0� O 7 O N MuY�0 o 21 Zo s� Zo ouzo 0 zzo ��azo �cnP? iiaa> ¢a- ¢a- co<(L �Q»> vQa» 14 �HOZ Z �FOZ Z ~oz z ~oz z z NFo �rn�_ _ �rn�_ _ �cn�_ _ �ca�K K K ��FZ Z 450 455 455 460 460 SE CO TROL 445 STRUCTURE 445 SW AA STORMTECH 440 440 TO = 440.000 SWM A: PROPOSED STORMTECH GRADE EXISTING DETENTION WITH GRADE ISOLATOR ROW 435 IB& = 435.000 435 i i 430 2.8 430 109 35.32' OF 105 24" HDPE 425 256.91' OF @ 8.09% 425 101- 24 HDPE 12.70' OF 103 @ 0.50% 24" HDPE 25.7 ' OF @ 0.50% 24" 1 iDPE @ 0 50% 420 420 415 415 Q� CZ W N N M M M M M R 7 R V V V V 9+50 10+00 11+00 12+00 13+00 STR 100 - SWM A HORIZ SCALE: 1 "=50' VERT SCALE: V=5 203A: MH-1 (72" DIA.) STA 10+72.92 20513: MH-1 TOP 454.17 STA 10+11.79 INV IN 445.85 (205A) TOP 454.28 INV IN 445.69 (203B) INV IN 446.00 (205C) INV OUT 445.58 (203) INV OUT 446.00 (205A) 470 204: MH-1 (72" DIA.) STA 10+23.62 TOP 456.80 INV IN 445.96 (205) INV OUT 446.00 (205C) INV OUT 445.86 (20313) DETE ISOI 450 450 PROPOSED GRADE EXISTING 445 GRADE 445 2.8' 13.5' 440 OP = 440.000 440 SWM AT10.37'OF TORMTEC VTION WIT ATOR ROW21 435 435 = 435.000 12" HDPE @ 2.69% _OT. INV. = 434.000 430 430 425 425 420 1 420 W R V DEl IS' MH EX.1 455 ADS 455 SYSTE 8' DIAME ER PROPOSED GRADE EXISTING 450 G ADE �25 6F 450 / SANITARY PIPE 14-2 445 O 445 WATEiZ / � LINE \ 1.6' t 3 3, 1�'\ I OP = 440.000 440 A6 440 SWM A: g5 STORMTECH 7 @ ENTION WITH 5 OF DILATOR ROW 115 1a' DPo 80.09' OF 435 2 ^ HDPE @ 1.500 SANIT Y 435 OT. = 435.000 111 31.40' OF INV. = 434.000 21" HDPE PIPE 11 1 @ 1.96% 430 113 430 21" HDPE @ 2.07% 425 1 1 425 V R R R V V V V 14+00 14+50 9+50 10+00 11+00 9+50 SWM A - STR 122 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 202: MH-1 203A: MHA (72" DIA.) STA 10+24.79 STA 10+72.92 TOP 452.86 TOP 454.17 INV IN 445.10 (203) INV IN 445.85 (205A) 204: MH-1 (72" DIA.) INV OUT 445.00 (201) INV IN 445.69 (20313) STA 10+89.64 200: ES-1 for 30 inch Pipe INV OUT 445.58 (203) TOP 456.80 STA 10+06.64 INV IN 445.96 (205) TOP 447.52 INV OUT 446.00 (205C) INV IN 444.77 (201) INV OUT 445.86 (20313) 470 465 ADS UP-FLO 65 FILTER 465 EXISTIN P OPOSED 460 460 455 455 450 450 445 445 205A 11.79' OF 20 C 12" PVC 11. 2' OF @ 1.25% 12' PVC @ 0.00% 440 440 435 435 STR 202 - STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 ARS SEE PROPOSED CONTROL 46 GRADE 460 DETAI FOR EXIS rING SWM GRADE- STORMTECH 455 455 OP = 450.750 450 5 SWM B: 450 STORMTECH DETENTION WITH ISOLATOR ROW O 0 OT. = 447.0 00 445 INV. 446.000 445 2 7 3 16.77 O -205 201 48.15DOE30, 3 HDP 7 38' OF 18.26' OF @ .00% @ i 000A 24" RCP 30" HDPE @ 0.50% 440 @ 1.25% 440 435 435 430 1 430 V h 7 7 R 9+50 10+00 11+00 STR 200 - SWM B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 10+00 11+00 12+00 13+00 14+00 14+50 SWM A - STR EX.1 HORIZ SCALE: 1 "=50' VERT SCALE: V=5 M 118: DI-3B 6 ft Throat 128: 18" Basin - Circular Grate STA 10+01.73 STA 10+39.90 130: 18" Basin -Circular Grate _ o Co C! Co v It TOP 448.63 TOP 448.20 STA 11+18.79 o H INV IN 440.25 (123) INV IN 441.83 (129) TOP 448.90 p v 0 0 INV IN 441.54 (127) INV OUT 441.73 (127) INV IN 444.94 (131) Q 0 > INV OUT 440.15 (117) INV OUT 442.22 (129) U) FZ AM Agn 455 455 PROPOSED GRADE 450 450 T MIN. 445 1 445 3' MIN. i1 1.52' OF , HDPE 1.00% 129 P127 440 78.93' OF 440 I TV4JDPE 1 HUFt @ O.V% @ 0.50% 1 ' EXISTING 435 GRADE 435 CONTRACTOR TO COMPACT I FILL TO AT LEAST 95% 1 � STANDARD PROCTOR DEN ITY 430 430 425 425 R V R R h h h V 7 7 7 7 7 R 12+00 9+50 10+00 11+00 12+00 STR. 118 - STR. 132 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 13+00 14+00 0 50 PROFILE SCALE M E 0 0 u N � N 0 > E w a E w w 3 ¢ U- i 3 w O wO `mom d W L M Q<� Voo J - uj M No m � z W W � 0 x LL � Q v ti = > N Fv¢� E^ N W M a�00 CL O ce Fmm z 0 a_ U U LU W Q z 0 of F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN Cb 0 !01 Vl U 0 Q U) J> w M u; of J LLJ ofLL w O Co 1� QLL a W }� V/ z Q 0 I..L 0 0 0 2 0 U) JOB NO. 47036 L SHEET NO. C7.0 roa STA 11+19.93 TOP 466.22 �TH OF 224: DI 3B 6 ft Throat - INV �f n rn o �H .N.. L O N L N L N 0 V D. CICLLOC6l L-a 210: DI-3B 4 ft Throat m W 206B: MH-1 � uo (0°o° co v o °t° oo ro o ~ U Lie. No. 53741 �Muoi STA m�!�rn LO a +? rno °DONo a mC1 m STA 10+00.45 00 c ? TOP 462.71 Co It TOP 460.13 M It 0 � a' r a LO m_ �_ 'c cO m N H �O M +N F Cl)M N F (O� coW "P INV IN455.94(211) Cl�v� INV IN453.34(217) p�vz0 o�azzp o�az0 ��� S Gti INV IN 456.00 (215) id F EL Oj INV IN 454.00 (207) o H a0 > o F �» > H O Z z Q o SIONAL 227) INV OUT 455.84 (209) cv U) F Z INV OUT 449.59 (206A) N u) F ? ? c i H ? ? ? N � ~ - N U) OF z 480 480 480 480 M E 0 0 U N � N 0 > E W a E U w 3 ¢LL tj 3 LL O W 0 0^y �_j U000 z -n O Co O � ry V ti W w Z I- ? U �i 0 {= Q w 5 Q O i ry z =v¢� O zzz F DIAMETER°N > 000 w M � U U U H � j 000 IE Z a a d O d O O O W � 0 N 2 Q N N M U 0 N ��~ ¢ �y f�0 p z O in DATE 0 111812021 } DRAWN BY C. GAYNER DE IS • DESIGNED BY • C. GAYNER • CHECKED BY 9+50 STR � 210 -STR. 2160+00 11+°0 9+50 10+00 STR 206B -STR 214 13+00 13+50 : • B. CICHOCKI SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • AS SHOWN VERT SCALE: 1"=5 VERT SCALE: 1"=5 • 9+50 10+00 11+00 12+00 13+00 14+00 14+50 0, SWM B - STR 228 N vM • ,� HORIZ SCALE: 1"=50' 223B: DI-3B 4 ft Throat _Ce) ao VERT SCALE: 1 "=5 STA 10+00.14 co co v o N ^ o ui 236: 12" Basin -Circular Grate TOP 471.53 M Ci F m o c" 238: 12" Basin Circular Grate o r- D M + m v 222: 15" Basin -Circular Grate Cb INV IN 464.04 (223C) p v o o D O o v z z STA 10+61.23 INV IN 464.04 (229) o Q EL o- _ > O CM 04 INV OUT 463.94 (223A) N OF ? N c~n ? ? NOP 469.27 V OUT 460.79 (221) 5 LO ao o IN 485 485 480 480 O N N ao 234 DI 3B 8 ft Throat Circular Grate INV I 239 0 INV I ) 0 50 PROFILE SCALE Vl U OQ J> w M u; J LLJ J LL tY w O m 1� Q a O (n z O DE p IS DETENTION U ^2 I..f_ O 0 O �T i 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 SWM B - STR 234 STR 223B - STR 230 STR 220 - STR 222 D HORIZSCALE:1"=50' SWM B -STR 240 HORIZSCALE:1"=50' HORIZSCALE:1"=50' O VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1 "=5 U) JOB NO. 47036 SHEET NO. C7.1 fLo 00 o 207 -< 1 LL Uj t ISOLATOR ROW 735 INV IN 461.71 (223A) INV IN 458.93 (221) STA 12+73.23 INV OUT 458.83 (219) TOP 472.40 226: DI-3B 6 �oc�vv TENTION � - = o u° � � STA 10+78.16 v z z d-- TOP 451.76 N � O z z INV OUT 447.38 (233 465 465 460 460 PROPOSED GRADE EXISTING 455 GRADE 455 i 450 TOP = 450.75 SWM B: N. STORMTECH � 3' M WITH OLATOR ROW BOT. = 447.00 233 445 75.81' F 445 INV. = 446.000 (� 0 5 0� 440 440 N �o h b 7 V 475 475 470 470 PROPOSED 465 GRADE 465 EXISTING GRADE 460 460 215 455 455 12� 2D3% 450 450 445 445 v STA 10+15.12 � - TOP 453.64 STA 10+29.14 INV IN 449.34 (237) TOP 453.70 V OUT 449.24 (235) INV IN 449.72 (239) INV OUT 449.62 (237) 232: MH-1 240: 12" Basin - STA 10+02.22 STA 10+89.42 TOP 453.24 TOP 456.00 N 448.98 (235) INV OUT 451.89 N 447.00 (233) 465 465 460 460 PRO OSED RADE EXI TING RADE 455 455 3' MIN., / / 0 450 TOP = 450.750 SWM B: 602a PE STORMTECH WITH $(�H 60oio 475 475 PROPOSED GRADE EXISTING 470 GRADE / 470 / ADS BARRACUDA / 465 SYSTEM 8' 3.5' 465 OF / p0 1`L2; NOe� I 12 DO 5� 460 / 460 / 2 -PROPOSED WATER � LINE 455 455 50.50� OF 66.49' OF 95� OF 15' HDPo 15" HDPE 42 HpPE 1�200% � 1.75 /o @ 1.75% SANITARY 450 PIPE 7- 450 445 445 v v v v v a 480 480 E ISTING G DE P OPOSED G DE 475 475 470 470 PROPOSED .g' WATER LINE 465 465 g 3�29 pE 1 � 3 DOo)o 460 460 455 455 h R 475 475 PROPOSED GRADE EXISTING GRADE 470 470 465 465 1.4' 5.5' PROPOSED WATER 460 LINE 221 460 O 6212 1�30p10 455 455 450 450 N R 7 7 L SDR 26 WITH PIPE BEDDING (PER ACSA STANDARDS) BROUGHT A MINIMUM OF 2" ABOVE TOP OF PIPE. - 1 TOP 446.44V INV IN 440.44 (2-1) STA 11+79.40 STA 10+00.00 INV IN 440.44 (1.1-1) 1.1 TOP 443.86 X' TOP 452.23 INV IN 440., (11-1) INV OUT 440.90 (1.1-1) 465 INV IN 439.80 (1-EX. 1) INV OUT 440.24 (1-EX. 1) 465 460 460 PROPOSED HORIZON 455 ROAD GRADE 455 \ EXISTING 450 \ GRADE 450 --• PROPOSED \ 445 GRADE 445 PROPOSE 2.33' WATER LINEJ 440 _- 440 1-EX 1 91.34' OF 88.07' OF 8" PVC 8"PVC @0.50% @ 0. % 435 435 wa w )w w + . + g gig+g 430 ~ r ~ en rnen ~ (A M 430 TOP 446.44 INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) INV IN 440.44 (11-1) 465 INV OUT 440.24 (1-EX. 1) STA 11+13.83 TOP 447.88 INV IN 441.90 (14-2) INV IN 442.52 (3-2) INV OUT 441.70 (2-1) 3 STA 11+83.53 TOP 448.59 INV IN 443.47 (4-3) INV OUT 443.27 (3-2) STA 13+91.82 4 TOP 451.75 INV IN 446.55 (5-4) INV OUT 445.99 (4-3) INV IN 454.26 (7-6) STA 16+28.06 5 INV OUT 454.06 (6-5) TOP 462.73 STA 17+36.03 INV IN 454.38 (8-5) 7 TOP 462.01 INV IN 453.58 (6-5) INV OUT 456.04 (7-6) INV OUT 453.38 (5-4) 465 EXISTING GRADE i \ 460 460 WATER SERVICE LINE, / / SMORM PIPE 21 DEPTH APPROXIMATE, / O TY . 455 _ 1 455 9 OF 6 5 8, PVC 27 58 OF 2220(0 P OPOSED 8 P GRADE 1' S0 /0 450 450 oF \ 236' VC af 445 \ 8 9°( cm w 7 445 5.4' \ r- I cli g + '" \r69 28' OF / �1.4' OF / ^PVCU) C @�1.21% J J J J J J J J J -jr J J J J 440 2 1 Q a a Q a a a a a a Q a a a 440 113. W W W O W W � W M UJ u% W N M N N W O W N UJ O W � W m 0 UJ N UG "� / Hn HN Fn H 6 Hn Fu) n HOFn HM H W 7 FO HM STOR ` J J J+ J �+ J+ N J+ J+ O+ J+ J J+ J J W+ J M @ 11% PIPE 1 3 N _M _M 100 _M 100 U �_ U) U� U) _� W a � a a � a U)U)U)U)U) �F �F �F H �F�H H U) �F U) H U)U)�F �H �H 435 435 2' co IY W Ix co W Of IY V W L0 O' r-W W Q' N 00 IX 0 Q' Cl) W 0 IY Cl) of co W 0) IY a n O Q' N IY w 0) W �7 W M W M W Lo W 0 W n W O W LOW O W MM O W? W Q W? W W 00 W O W LL O 7 W N W W cq H� HM Hu) F n HO Hu F co F nF WHO O H03 0) N FO H 0) O Hu u) gM g+ g+ g+3+ 3+ + a gM ggo � a 3� M �0 �0 �0 �0 �C14 �N�cli�04 0 �C �ce) �cl) �m �� �� u �U) 430 �� �� rn� �� �� �� o� n�cn�cn� cn� cn� cn� cn� �� cn� rn� cn cn� 430 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 14+00 STR EX. 1 - STR 2 STR 1 - STR 7 5 STA 10+00.00 TOP 462.73 490 TINV IN 454.38 (8-5) INV IN 453.58 (6-5) I OUT 453.38 (5-4) HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 12+06.23 y TOP 474.88 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 (8-51 STA 13+19.33 P7TO474 (1INV IN 472.08E2 0(10-8INVOUT4718 STA 13+90.98 TOP 485.39 INV OUT 476.23 (10-EX.2) 490 PROPOSED EXISTING HORIZON 485 GRADE OAD GRADE 485 \ 11 Q,qQa // w� wui 480 ~ ~ +o \ 480 PROPOSED ATER LINE U) / 7.0' 475 475 by G 1ao QJ oo�o PROPOSED @5$ 470 / WATER LINE 470 PROPOSED / GRA E / / 10 a, pF 3�9JG F 465 / $ �OIO 465 PROPOSED WATER LINE 460 460 03p 2�6 PJG 12°1 ° 455 J J J J J J J 455 W c`? W M W, W't W? W't W co LL M Wu� g+g�' N g g" 3° g° ga a g+ O_ _O + �a + + N c N as a aka a a a a 450 cn u) cr ` u) � cf U) � U) � U) 450 485 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 (8-5) STA 10+11.02 8.1 TOP 474.96 INV IN 465.85 (9-8) INV OUT 465.65 (9-7) INV IN 440.96 (12-11) INV IN 440.96 (APT1-11) INV OUT 440.76 (11-1) STA 1�iii INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) 9 STA 11+33.25 INV IN 440.44 (11-1) TOP 472.42 INV OUT 440.24 (1-EX. 1) INV OUT 468.04 (9-8) 485 460 EXISTING 480 GRADE 1 480 PROPOSE \ GRADE 475 3.8 475 470 470 122.23' O 8" PVIN I IATER @ 1.79`'6 twm: ERVICE LINE, EPTH Q Q w o w 04 PPROXIMAd 465 F� HM 0 g0�+0 °+Iq g+g+ 9-7 �a �a 11.02'OF U) U) U) U) 8" PVC U)� v) � vim) U)) U)) U)) 460 e° 2.00% U) �� �� U) 460 J J W LJ a W 0 W W O W N � M gN tg( 3 go J +) + O + O + O + � � 455 � ~ ~ U) F � ~ 455 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 11 L11-1 31.71' ( 6" PVC @ 1.00 STORM PIPE 113 12 15+00 16+00 INV IN 443.44 (APT2-14) INV IN 442.63 (15-14) INV OUT 442.43 (14-2) INV IN 441.64 (13-12) STA 10+00.00 INV OUT 441.44 (12-11) TOP 447.88 SEWER EJECTOR PUMP INV IN 441.90 (14-2) STA 11+27.14 INV IN 442.52 (3-2) 13 TOP 437.79 INV OUT 441.70 (2-1) INV IN 434.95 (APT1-13) INV OUT 434.95 (13-12) 460 460 N TE: SIfWER JECTCR P MP D SIGN Y MEP 48.02' OF 6" PVC @ 1.00% 47.41' OF 2" PVC` @ -14.11 % LDING !7' OF PVC 1.00% 17+00 INV IN 443.26 (16-15) INV OUT 443.16 (15-14) 18+00 SEWER EJECTOR PUMP STA 11+13.24 i 6 TOP 443.04 INV IN 435.25 (APT2-16) INV OUT 435.25 (16-15) 460 455 455 PROPOSED BUIL DING 450 450 PROPOSED GRADE 445 445 15 41 1.7' 5 .19' OF PVC 41 440 14-2 \ 32.41'OF I� 6" PVC @ 1.63% FORCE MAIN \ 435 435 STORM 27.64' OF PIPE 117 2" PVC` APT2-1 EXISTING @-28.98% 4.85' O GRADE 6" PVC @ 1.00°Y. 430 430 0 50 PROFILE SCALE NOTE: SEWER EJECTOR PUMP DESIGN BY MEP. `PVC SPECIFIED BY MEP IN PUMP DESIGN AD. Cichocki Lie. No. 53741 1�12%22 M E 0 0 u N � N 0 > E w ai E Q um o 3 0 U. w o m n D W L M a - V W W J -N M Lu N U W w 3:o x oa =LL ur) _ N =u W� F a . o� E N 00 W M a� �w t7 z O a_ of U U) z 222 Lu Lu Lu U) �' wof 000 � :Z� j 888 atiti Q F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN 1� 1� cb \ 0 1� TT\ Vl W U i 0> w � < Q w W m LL W W 0 co (� Z Qua U 2 Z I..L U) 0 O 0 2 �0 V/ 9+50 10+00 11+00 12+00 13+00 STR 5 - STR EX.2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L 14+00 14+50 9+50 11+00 10+00 STR 8-STR 9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 9+50 10+00 11+00 SSWR APTS. 1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 12+00 9+50 10+00 11+00 12+00 SSWR APTS. 2 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 JOB NO. 47036 SHEET NO. C7.2 A.D. Cichocld 'Z U lie. No. 53741 SSIONAL M E 0 0 u N � N 0 > E w v E w w 3 Q a o 3 p LL — wO `mom � j i52 z w —ui O 485 485 > � W Z U 1- 'w U i Q W p Q Q C ti = N N _"¢m o i�i sLr;N > o00 ND wM w UUU H j 000 O d AIRY 1-EX.1 0 0 0 0 x F LU W � 0 N 2 Q 0 l N M U p !V ��~ a ti; O p z O in DATE 000, .?� � ID � J, — 09!!!� co 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN 'TI 1� T� Vl U w LL OQ ft 14 J ' E: Lj w LL O J CC n/ LL li Q LJ_ CN w co LL] T� Q Z w o J LI..I 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 0 SWEETBAY STREET WATER PROFILE _ Q HORIZ SCALE: 1 "=50' ^ VERT SCALE: 1 "=5 P1 0 C) O O 2 5 �O V/ 0 — 0 50 PROFILE SCALE JOB NO. 47036 SHEET NO. C7.3 aD / H O F O aso aso 90°B Q�Qo H�H� Cal a 475 475 / SAN I PIPE 470 470 H TEE 1 UJ o J o XISTING � j o GRADE / 465 ii 465 W W + W + ao - to ao v) '' w o QN 460 so ai 460 / eX6' 6"X8" TEE � 455 TO FHA 455 r I '' PROPOSED GRADE 450 6" CLASS 52 DIP �' 450 WATER LINE / / \ � 3. 'MIN. � �� / \ 8"X4" TEE r B" CLASS 52 DIP / 8" 4" TEE TO � WATER LINE 445 8"X8" TEE FIRE LINE 8"X6" TEE TO FHA 445 / "X4" T E TO 8"X6" TEE FIRE LINE � TO FHA 5' MIN. / 1 �u 440 440 SA ITARY STORM PIP 1-EX.1 � PIPE 123 \ FHA &6"GV � 435 ' 435 i SANITARY SEWER LATERAL, DEPTH APPROXIMATE, TYP. 430 w w w w w w w w w w w w w w w w w w w w w w w w w w 430 O > >(O > > � u) >O > � >(O M>O > CY O O >LL7 > > u) >aD > > >a0 >M > � >O >M >� >� >N >� O CY �y W CY Wap O IY d' W�p W (O � (L' Wp N CY Wp Q' W�vj LL7 � (L' njW N CY �ry W W�p � (L' Wpj M O G✓ p W�vj M CY W C= Wap u� CY W r (L' W � CY WrW M (L' I� ap CY Wnj r CY W�W�j CY � Cr W W � (L' Wap N (L' Wnj N CY W�j O (L' Wap N V N O (n + (n o0 + fn 1� (n + + (n � (n + N + Ci O + u� (n + u� (n + + O (/7 + M + � (n + I� (n + (n u� (n + (/7 + (n + W (i + M + (n u� (n + 1� + (n O (n + + Ci n + (n N + (n 1� + (i � + O + O � �O CYO d'N �N �N 2'N MGM � �M w� 2'� � 2'� CY C=u� Cr y� 2' �(p of co NCO �(O�(O � 1� Of I- � W �aD (L'O O W W� W� W� W� W� W� �W� W W� � W� W W� W� W W�W� W� W�W� W� W� W� W� W� N Q � a �a aF QF QF �a aF �a aF �a�a QF a aF a �a aF � a �a�a QF aF a aFaF aF QFaF QF QF aF aF aF a H HaF F F 425 �� 425 aso aso A.D. Cichocld � U lie. No. 53741 SSIONAL M E 0 0 U N � N 0 > E w v E w w 3 Q a o 3 p U. 0 cc wo `mom eg � V oMo Z 490 490 w .J. — O rn ry V ti W w Z f ? U : o { � Q w ��� i ry Z U ¢ O F °N > 000 w M � U U U 00 H � j 088 Z a a d a ti ti O %O O F w o N 2 Q 0 l� N M zo U p rV z Q ' N (O p z O in DATE > 111812021 O DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 9+50 10+00 11+00 12+00 FLORA VIEW DRIVE WATER PROFILE SWALLOWTAIL LANE WATER PROFILE • HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 cb O 490 490 T� V , 460 460 U w OQ J J' LL w O co < n/ Q LL wco LIJ T� Q Z ui wo J `i • z w Q O ^ U Q I..L CC O > [-� 0 O 2 5 D 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 O RENEWAL ROAD WATER PROFILE HONEY BEE WAY WATER PROFILE (n HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 0 50 — PROFILE SCALE JOB NO. 47036 SHEET NO. C7.4 485 485 480 � 480 u� o 0 Q ui - � O 475 O 475 F EXISTING / � GRADE / / 470 470 / 3.5' MIN. i 1.9' 465 PROPOSE - 465 GRAD / / 90° BEND / 6"X6" EE STORM PIPE � 1 TO FHA 229 � 460 460 6" CLASS 5 DIP 6"X8" TEE WATERLINE MIN. 90° BEND STORM PIPE 221 455 455 SANITARY PIPE 8-5 i STORM � PIPE 211 SANITARY SEWER 450 w w w LATERAL, DEPTH APPROXIMATE, TYP. 450 CY M d' d' � wa; w w� (� 7 (n (n M W � W W Q ~ Q Q ~ 445 445 485 0 � 485 0 w M EXISTING 480 GRADE w + H � 480 PROPOSED � 475 G DE 475 3.5' 6"X8" MIN. TEE 470 470 SANITARY PIPE 10-8 6"X6" 465 w w w w TEE 465 SANITARY SEWER > � > � � c0 > > �`' � u� '�'• 6" CLASS 52 DIP LATERAL, DEPTH w Q; w �`' o; � w Q; w Q, � WATERLI E APPROXIMATE, TYP. � co � °D � O � �' w� w� w� w� QF QF QF Q~ 460 460 EXISTI G PROPOSED G E G DE r 485 3.5' 8" CLASS 2 DIP 485 MIN. / 8 8" TEE TO 480 8"X6" TEE EXISTING 480 TO FHA � W TERMAIN IN � H RIZON DRIVE CORP 475 > 475 AIR � RELEASE W VALVE ~ 90° BEND � 470 470 ro 0 Q 465 ~ 465 460 460 EXISTING GRADE PROPOSED 455 GRADE 455 i / / 450 / 8"X8" EE TO 450 EXISTING WATE MAIN IN HORIZON DRIVE .5' 8"X6" TEE 445 MIN. TO FHA 445 8" CLASS 2 DUCTILE 8"X8"TEE IRON WAT RMAIN 440 440 c0 N 0 Q 435 ~ 435 L HIGH PT STA = 10+22.84 LOW POINT STA = 11+91.73 HIGH POINT ELEV = 486.47 LOW POINT ELEV = 475.40 PVI STA = 10+42.34 PVI STA = 11+37.20 PVI ELEV = 486.08 PVI ELEV = 476.78 A.D. = -7.80% A.D. = 7.27% K=5.00 K=15.00 7 7 f� f�M O my eon cow aan ��� + to .f� v �+° t + v ll�t v aan D. Cichwki Z U lie. No. 53741 `SSIONAL All M E 0 0 U N � N 0 > E v E w 3 � w w Q 3 UM p U.0 wO `mom q_j U0M0 Z w —n rn O d LU ry V W a w Z f ? U �i Q W i c ry Z = v > O � � � F N w > LU U 0 U U a M 00 000 a a d � Z O d O O O x F > N W 2 Q N N M U Q 0 N fir~ p Z O (/) DATE 0 > 0 50 D 111812021 PROFILE SCALE 0 DRAWN BY C. GAYNER • DESIGNED BY 9+50 10+00 11 SWALLOWTAIL+LANE PROFILE 13+00 14+00 14+50 C. GAYNER HORIZ SCALE: 1"=20' •• CHECKED BY VERT SCALE: 1"=2 B. CICHOCKI • • SCALE 1"=20' 01 1 I\ om + v II W it w it w II W O II U)i �> �> �> II D Um ;W jm jW U) LI W m W 485 > > / \ 485 9�0 / \\ mn Mat to o \ of v + V N 7 480 N II II 480 H J \ ~ W> W W In > as a 475 475 1.00% 470 470 465 465 N04 �M r\,c) No Q•rn c•a M, M �F q 7v 7v 7� 7v 7� V \ v 1 I 9 r \ Iv 11 11 ; I I / I /' ,, /I `, •. .,.� .'.\ • A IIO \ I 1 I 11 I � � ' ' I \ \ � II \\ z - I I Ir // / •/, 1 \. \' t•• \ I� \ II 1 1 11 1 \ I � // I \ \ \ v� 1 I '; I I I I I . / •'.' �. 5 _ _ — _ _ Im p8' I I 1 / / .'/.'.'.'/ ----� m(pw\ Z \ I I I I I / / /• .' I _ > m 'O 1 I I \\ mO 1 A m \ \ to O \ ` I I I / / // / O -- ----- �DW ---L --1— 1 \rl \I\ /I / % \\ \ II \ \\\ O \ / _ IT �o --- ' 0 \ $R •' •/.'.',' \ \ CST \ \ \ \ L I IT\ \ \ Y ` Q v! '^ LL N0h1 11/�' P-, 1 1 I / / _ — \ a \ \"\ \ — , \ \ \\ \ I b \\ / I ✓/ — \ \\ . \ OLU L ui L7 \ \ \ \ \ N$(•p 1 1 / Cn // `.r. 4----� \ Cn 1 i \ \ \ ^ 0+ 0 S Xt LLOW IL LA E 11+0 11 50 \ 12+00 SWALLOWTAIL LANE 2+50 00 / L.� 13 01 \ \ x \ I I r \ \ \ \ \ \\ Q� :Ll v> \Q� \ \ 4) 4j 4� Q u'7 \ \ \ \ \ \ 1 \ I / _ _ -r - - - -'i- \ \ \ Q CID 00 " pA8 \\'•\ I / Ir / I I I I \— \\ —� \ � \ \ \ \\ \111 11 III /,I //yam f,_,-----� \ \ 2v jflmwo co Zm'L- _ y- - =L / p JOB NO. DD (�, \ t\ \ 1I \47036 A hi SCALE 1"=20' SHEET NO. L AR0 LOW POINT STA = 11+07.69 LOW POINT ELEV = 462.06 PVI STA = 11+32 PVI ELEV = 461.43 A.D. = 6.61 % K = 15.00 Icl� N ccoo W v W 7 HIGH PT STA = 13+71.62 HIGH POINT ELEV = 472.27 PVI STA = 13+44.57 PVI ELEV = 471.91 A.D. _ -3.61 % K = 15.00 U 0 N Fr1r, D. Cichwki Z U lie. No. 53741 a�-, �O �v Gti `SSIONAL M E 0 o M N C > E v E W 3 w w ¢ LL t 3 LL W o aLuj V 2 z — in rn O W w Z f ? U 3o�x w N m_ > F > 000 0 w LU U U U a M 00 000 O d O O O 0 x F c) 0 N W 2 Q r.4 � N M U Q 0~ z O (n DATE 0 > 0 50 D 111812021 PROFILE SCALE 0 DRAWN BY C. GAYNER DESIGNED BY 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 •• C. GAYNER FLORA VIEW DRIVE PROFILE • CHECKED BY HORIZ SCALE: 1 "=20' VERT SCALE: 1"=2 B. CICHOCKI • • SCALE 1"=20' W q58 q59 /' � ' / / - / ? ce) / 44- ,-- \ / / 46 46 62 ' /' / / / ' 4 �� --__-' / g / //_-- 47 °. 472 O LLI o / / /' / �2+50 0° 13+00 �� n 13+50 1l/ FLORA VIEW DRIVE 14+00 I 14+50 / /' / > -I-------�--- ='---- o I—T---t------------ 7�---1114+50.88 / / R18 R15 / R18' I'i r y' '�� �q / a 18 < LU > / W I I '. / I // //I /�• I // I // I /' / -j teaLU / • ; /I •' . .l ' .. l (� /I ff / / � / 2 --_ J,\ \ / / I I II :l• •1 { I I / // .i° / / / / / I / /� // QI // / / / ' m O / J LL J / / :y.//' 'o /o;LLJ Q l' I II I I I I li. , / I f •,/ / I r• / i / °/ �' / / /' 0 U O LL R3' QI / / I• I' 4 I I I I I / I O IX ' %• / J 31' COMBI EDA(�SA /\, _ — — h^ / I b I / / I : I : • �' SEWER AN Q'WATER R3' — '�� 6 �' .' ' 14 .. : I I .. / / ,y a / I I j z j . j EASEMEN 60 --. — / °,_ I I b / I I I '✓':' Lv `�g '�.•;�.;'••\;' `\ a:, //O' I •:tl.,• 1 ., 1 I � � I I \\ \ \ 1\ / / I � I I I :•1,•' � // I / / \ \� IJI1' MBWED ACSA �. \ - • ' / }- t 1 5 R AND \ \ I I ' • ' \ -,,16x0- , v' - 1EASEMENT . •1 �'\ _ �. • 1,' • • I : 1. 1 ` \ \ \ \ \ \ \ I I : I I I I : 1 I I / , .. f I Al I:464 ( 1 1 \ \ .\\.� mm \ \ \ I I •I-• I I a I �I \ ` \� \ � • �.0 .` •; _ — \ �6 •• •• I 1: : 1 11 1\ I � \\ \ ^' \ e°'c � � . � \ i \ \\ � \\ '\; •\• I I . 1• I i/ � I \ \ \ \� / �. \, a• ° / ....- � \, 441 \ \ \ \ \ \ \ I I. I I• ' I �/ 8 436 co I 79 1 CD\6' 464 JOB NO. 0--ff �O� `� Ong \ �, \\ \ \ •�• R1$'\ y\ ml�\ \ R1 15' I Rom' _ SCALE 1"=20' 47036 8+ \ ! w - = _ _ -_ _ _ _ ' / / / \ ` \ \ \\'; : ® ® / /~---�/•I - vr— :d— \ �__\ 19+� \ \fib SHEET NO. 20+ 0 20' 40' C8. 20+55.64 II W II W II W II W m ;ODI ;w ;m jw L6 OR m W m W +vri Ih* 475 475 I- JI I i / � J ocq°o / 1.3% OLwW on >�a / a + o 470 II 470 QW I.- w / d a 49 I� 465 / 465 -1.69c; / 460 \ / 460 455 455 450 450 O(D hCN tl'� coU �0) NN �,� cD� ^� �Lo �M v( vco N vco N vco N v( V col` vco vco v� I M L AQF AQ.9; 490 490 485 485 N U? � Lo 480 + 480 o � _ /' / _ \ u > w + 475 11 9 0 475 ~ � V (j% 2.3 a [� 'G > 0w 470 > > 470 465 465 460 460 hO^ R co W koO ^N N IT�o U) V 7 V 7 9+50 10+00 11+00 12+00 12+50 RENEWAL ROAD PROFILE HORIZ SCALE: 1"=20' VERT SCALE: 1 "=2 \ \ \ \ _ _ _ No CD LU 47 1 \ WI af / / d \\MAW W! LL Lo a9 M j0+ 0 \ 10+5po \ \ 00 11+5r1 -- -+---\ \ ---02i 1bM3N3------�- / -I 11++63.2 �_ \ / !'• I / 11 1 as / 1 Z \ �\ --- / / Q iJ W \\ \ I \\ \--- Al \\ HT—�QHT\\7 I V 11 1 A 'I // \ \ I 1 1 ° <. °d \ .'e'er -I.O e .° _. i'.\., / % �,/•y. I\ �` I Q \ Q� Q/11 \I4U I \ Ed\ I 1 \ 1 I 1 \ o \o a \ 11 O. Z \ I N p \ 0 50 PROFILE SCALE A.D. Cichocki Lie. No. 53741 1/l2/4 ^� E 0 0 u N � N 0 > E a E w w w 3 Q LL 3 p LL 0- w o `m -i V oMo Z w — n O rn fl � a fn ry V W W Z U 0 ? 3 w -i c ry Z =i v¢� O �LU LU F °N > 000 w MLUU U U 00 000 U a a d 0 Z d O O O 0 x F c) 0 N 2 W l� N M V Q Q 4 � 04 Z ti I\O p O DATE in 111812021 0 DRAWN BY C. GAYNER } • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI . • SCALE 1"=20' 0 1 I\ \ OQ a / I J > / w \ \ \ \ I I I Z W LLJ \\\ II I I m Q \ I \ I w w /I O J \ /LU I I z \ \ z \ \ Q O a- \ 1 Q 1 1 I � I \ � \ \\ JOB NO. 47036 I SCALE 1"=20' SHEET NO. I 0 20' 40' C8°2 L 470 470 / 1 I 465 465 i i 460 / 460 / / °r O uoi i °D M Lo 455 m 455 Lo co N II II i >> o(o\I N / n O�w as a + co v co II 1._W > a 450 M 1 450 / u 1 1.25% W I a s roo U)W vv / II 1.25% ww 5a I 1� 1\ � n* II W \ % a d I N coo c6 v /o II 0 8°�O W \ a 445 w� v o_ II 3. - I 445 °' II I W2.80°'O d \ 42 U) W J W a \ >a a / ` (L a \ — J 440 440 I 435 435 430 430 p f\ W h M O 1\CD O N O O N O O O 1\ I\ d' ch 'T O (0 W r °] n O co °j 00 W d' O 0 (\ N Oi V v� v� v� v� v� v� 7L v� hL v� h v� L hL v� O v 8+50 9+00 10000, / / / / / // /• D Np / __ G'1000 o /- �74 — 1 /5 D. Cichocld 'Z U lie. No. 53741 �O �v SSIONAL M E 0 0 � u N � N 0 > E w v E LU w w 3 Q LL tj 3 p LL 0 I V °Mo Z — (n O rn W w Z I- ? U �i 0 Q W Q O ti = N = U Q O F .0+ nl > 0 w M LU U U U a 00 000 2 a a d O d O O O 0 5 o N o 0 0 2 Q N N M U p N �r-4~ Q Z O M DATE 0 0 50 111812021 co PROFILE SCALE O} DRAWN BY (D Lo C. GAYNER • DESIGNED BY 10+00 11+00 12+00 13+00 14+00 15+00 16+00 • SWEETBAY STREET PROFILE C. GAYNER • CHECKED BY HORIZ SCALE: 'I'l VERT SCALE: 1'l B. CICHOCKI • • SCALE Tl 0 ' 1 \ �� --�� \\\\ \ ' \ \\ I — \-- -- ------ -_ _ _-_ -- --_ I \ / \ \ - —------- ------ --- -� - NA083 U Cn SCALE 1"=20' O \ i _ _ _ 0 2040LU ' M W LU 13+ppLLJ p CL �j' 1 SCR \ • •' >' \. �• 'I :/ 5 / !/ ! \\\�.� \ . ` ,\ _ _ - 452 P �,? . \ .'. '�.�. �.< • \ \ \ \ \ \ \ \ \ � / /' / ' 452 �STO� T�AIT/ � // / \ ��*\\� \ ' "\ ��� � \ \ \ I 45 \ \ \ 47036 \ \ \\\ & JOB NO. ® I I / //° / J \ \ \ \ �j�\ \ \ \\\\� \\ •\! SHEET NO. yl C8.3 AAS HIGH PT STA = 20+41.68 HIGH POINT ELEV = 479.98 PVI STA = 20+32.12 PVI ELEV = 479.79 A.D. = -3.83% K = 5.00 u> (o co °0 ARS D. Ciohoold Z U lie. No. 53741 `SSIONAL 1 fl�7y ^� E 0 0 � u N � N Q O > E v E w � I.-U > a) Q a tj 3 p U. wO `mom LU V 2 z w —n 02 rn O co, W Z f ? U : 0 Q W i =ry z =v¢� O ��� F > 000 PN w LU U U U a M 00 000 O O O 2 F N IN O O O 2 Q r-4�NM U Q p (4 z 0 (n DATE 0 > 0 50 111812021 PROFILE SCALE 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' O ' 1 1 I I \I - A I LJ.J LU U U) ` O e II I A > M< —J-Wwe� -'---_ � LJJ 8, \ RV I m w U) z J \ QO+55.64 4 O O 2 SEWE L.� CL --'r R - - - EASE Q �--r_ — N 19+� a _ � � e � / } � ' CD �_�--�5 ETBAY STREET \ ® w $ \ \ Q Q \ \ \ - \ _� a� 17+0 ti/ I R IX) 0 -- IX ED v �� � � � � � � .�:�:�: / ^' - _ - �--F�-�_ a - - _ _ M +5 (o �_�--ice--�- \. \: . ��: •\: •i \; �'�•' w - .- - _ -- --- _ ----- -- /- i 36'COM / — —��I R 34'COMB ED ---- ------ AND. / --------- - - - - - - - - - - _- - - SEMEN ACSASE ER 'uNDATION ------ ------ - ---_- -_-_- _-- -- __ _ ;� q64 I AND WA gT1E_TO ---------- — — — _ 46 — EAS / S ORMSEWER / -- 466 UN ."ON 73 \ --- - -- --- -JOB V. 6 / DRAINS EWER / 47036 / /e — _---------- _-6g // STOR / 41j - d u _-_ \ SCALEI"=20' / � SHEET NO. C8.4 h 7 N O V r- �v N +v II N II �l �v- aeozc II W II w / U> U> (O% > co ° 480 480 N (D' I + O O I° N n / II > rn�W �'' 475 li > - - 475 J as W j> aIL 470 470 / 90 coco II u > / 465 465 w >> i / 460 / °I° 460 / 0 OD / (Lni M j A 5 I 455 Lo Lo J > > > J as w �50 450 w N N °� N °j N V (O W Lo M co (o O) co N L6 h O h V N IT U IT IT (D V O V d' V r r- V V �' V 15+00 16+00 1+00 SWEETBAY STREET PROFILE HORIZ SCALE: 1 "=20' VERT SCALE: V=2 20+00 21+00 21+50 _ I i .. 1 I 1 i I �a. O 31' COMBIRID CATER / +�w 1 ' . ( \ I I 1 1 ; I I al ASEMEt+ / LIJ Imp LL'�:': �:,. \ I 1 1 \ I I I I I I:I: ` .I...•.• / �' Lt i 'tom__ ,- ----- __ � / a�/ I 1 ..'l'� 1 1 1 \ I.. I I I I I ` I. •�1'.' / 1 ''� ��' / / = --_--- / I°. ( :.: 1 •F• \\ I I I I \ \e� I I I ^(\r al I 1 I .•f••. , .,F.'. 1 I AC \ \ k R3 �,a _---- 1 ; :t:••.\.' \ 31\CA ✓ \ \ ea DO ,'' � --•.� .•.,�. -___ +- ESE � \ \ \ \ \ �' \ ( \ 1 n �--ice_ �� _.'• T ':•`�'•�• \.' :464 •� \ \ I � \ \ \ 'a \ `\ � ` ° \ ri, ' R1 20+ - e L ARFi HIGH PT STA = 10+91.07 HIGH POINT ELEV = 452.66 PVI STA = 10+80 PVI ELEV = 452.22 A.D. = -4.43% K = 5.00 Ma01 1-(o ARF 00 (o , , Lo m N In + Ol + II Ol II II L) II LU U c) U w p>p 460 in w 460 Co. 455 ai 455 + v rn o / p v(o / ~ W uo W II (L 450 u oo 0> 450 (/i W J ' C/) W >d a 445 445 440 440 435 435 n 0) ,\ N R C 1 R� °) (�co RLo 9+50 10+0°HONEY BEE11+00 WAY PROFILE. 12+50 HORIZ SCALE: 1"=20' VERT SCALE: 1 "=2 \\ \\ 1 b I I I 1 II 11 + ' l 1 I I l I / •'i. / /// I '/ / (0 // Al IL � 01 , / i � '' : •'i. / / � / / / ° .,° � �0 / 1 o \ O W Of 'y vl � o O °° 1 1 1 1 I 1 I II I b v Ivvvl v d�7j , m �\� $ON /— ° O 1 1 1 II I , ■ I I , I, o W 0 °o T W I•'''' ,' v P�� , �` ' b` ° a \ l l 1 V OT SIGlj'T I I I I I I I v�i �o °\ F'y'q�O \ 1 I I II I /STANCE 1 I 11 I I I I I 1 I I rti� i0 E o \° 0 ° 0 1 1 I III SEMENY I I I I I 1 I I I I I I PIQ/��' \ \ 0 0\0 ° 00r°O1 I I I Ili1�1 I I ♦ �, l l 1 I II I II I I I I i II I I p' I VIKQ 0 `43 O o °\ o, /° °\ / / / 1 II I I \\ o o o 1I ' 10 '0/ 0 8° / `\ °, \ °\ I° III ' 11 1 I1 1 1 II 1II I Il1 I I .p\ / / I /EYBE of � O I /o 0 1 0 0 s 0. o , 01 o I , I 0°I I o 0 �m Il Il I I 11 OJ��� \\ \ I II ICI I \Q 0 � I . 1 I I I 1 1 I I I Q I 1 1 1 1 1 I•' \ I O� 0 1 I ° 1 I° 1 I I /I ��C I I I I I 1p0 I I l ` \ 6'I� 111••':•'I:• I y, \ �� o 0 o I �-{ 11 1 I l I y l \ \ \ I \ I: •I \ I \'. No I I 1 , , 11 cm"1 I 1 I , I 1 I I l \ \ Y:'':••' W - I ° 1 I° 11 o I o0 ° 1 I° T I I A A \ o l I n I I I I = I I I I II 1 II 1 1\ .>,\\'I \ \\ �\ ;,\ •; •' \\ \ ° -, \ \ -\ \ ° I o f I v, I I d L\ 1 1 1 1 1 1 I II 1 II 1 1 \\ \ ,\ .;�.. \ \�h \ \\ o , ° II II$ II I 1 II 1 I 1 II 1 1 I 1 1 I 1 I 1\ \ \ \ I\\.� \ ° I IMAIAGED10 I I I �\\_1 11 I 1 I I I I I I h \ +. \ \\I \ �. :,. �,�.;, \ I \\ b•�\ I \ \\ \ o ° ' STEEP SOPES I ° 1 I 1 i l 1 11 I II II 1 1 I I \ I \ :\\ .. \ �] \\ y 5 \ I: • • : :: \ \ \ I \ \ b'by(v \ \ ., o ° CD ° TYPICAL) I 1 I I I I I I \ I \ " I' \ \ \ \ \ < \ 0 01 I O 11 to 0 o I° \ °° b I00 D. Cichwki Z U lie. No. 53741 �O �v Gti SSIONAL ^� E 0 0 rn u N � N 0 > E v E w 3 w w 3 Q a tj p U.0 w o `m � V oMo Z w — n O d ry V In W ti v � Z f ? U 30�Q w ry Z =i v¢� O �LLI LU F > 000 °N w LU U U U M (=, > j j 000 O d O O O x F � � > W N 2 Q N� N M V Q 04 Z O (n DATE 0 > 0 50 D 111812021 PROFILE SCALE 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' O 1 \T/ \ Al w LU / \// �/ /\, �� W°LU J_ / / .1000 I // // 0 / \ O100, I / I \ \ \ I `✓� \ \ ��< ` \ Z JOB NO. ' - - \ \ - ,, SCALE 1"=20' 47036 SHEET NO. --� -- 0 20' 40' C8.5 L EER AD. CIchoCki lie. No.53741 IONAL 03 �- \ O(/ o w0 LU _j T / zf Ln S v ry z 2 2 2 \ -r o LU \ ow u u u •' \ I \\_. —�I ' I 'a ' <. 1, J'OI^o I ' -/' ' / / ' \ \ `~\ ___r I I I I / / ° / \ `\ `\ N RRd I / / ' M 5 w w w \ \ \ \ .\ , I ;..I ' I I / 1 M l ' / / • / - ''�"' 69' \ \ ` 1 ` + \` CIDI I ' / / / \ \ \ = d I-- II - / , v I IMI � /l // \\` �CIL�� AN 57 I Z I ' I I ' I ' I ' l / + / °i:tee _ \ \ `. \\\\� \\ >1 I '\,I (oo LU FL \\M \\\ Z\ \ \\ /- \ \\ I I I °° r- J\`\ \ \ \\\ \\\ I I. 0'`l0 1 1 I `\�\S+S4$ + ^\ O �,� _,,_ `, •� in DATE 111812021 DRAWN BY I I° I ' 1 1 ' / /' \ \ \ \ \ ` \ \ \ \ 1 C. GAYNER _\ \ \ \ ` \ ` \ \ / / I I I I I ' / /' / �' / / \ \ \ \ \ \ \ \ \ \ — I i I • DESIGNED BY �T\ ` \ �:p\. \ \—\y, / 1 xl I I, I I I I I II I I /j // /� — --\\ \\ `\\ \\\ \\\ \\� \ \\ \ i 11 11 • C.GAYNER \ \ \ \ \ \\ \ \ / y, l 1 , I o �v// I I I 1 I I I I / / / \ \ \ \ \ ` \ ` \ \\ I 1 .1 • NAD83 CHECKED BY ^ \ IN,`\\ `\\ `\ \\�\ /l / — \ I , 11 11 \ • B.CICHOCKI \ `\ \ I I I I \ \�/ \ I 1 I • • SCALE \ \ \ ° o , ✓� I I I I 'I I I 1 // / \f \ \ \ ` \ ` \ \ I 1 SCALE 1 "=20' \ \ \ \ \ �` \ \ � � °.. � � ' � 1 /J I I I I I I I 1 � I I 1 / / / l / / \ � \ \ \ \ \ \ \ \ \ I 1 I I I • 1,.=20' 0 20' 40' 47n AM HE113HT OF OBJECT = 3.5' 465 465 SDL-280 / 460 EIGHT OF E E = 3.5' i 460 i SD - 280' 455 455 / EIGHT OF OBJECT = 3.5' / / 450 450 PROPOSE GRADE EXISTING 445 GRADE 445 440 440 435 435 430 430 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 SIGHT DISTANCE PROFILE - HONEY BEE WAY #1 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 5 o 1 0 50 PROFILE SCALE �J T 01 ' 1 TT� �V ,, Vl U) 1■` U J_ O ; LL 0 LU W � � w U 1� QLL Q LU O L0 Q O V J C) O O 2 O JOB NO. 47036 SHEET NO. C8.6 L e•� -� �. :r�r- -i - --- - - --- - --- --- - C �. ` ►I�i �� yid ► powl polho 14ROOIAM khftohN, YA COW M4 mE Lu I� �•WW MIMI w �_ `_t� _ _ .�' * Vi�� i✓ �, ter,o mN_ I_ _�.._ �_,►� ,'1 _— fam ap _�t�r�a�-����� ice— i��v [�I •�li� /. ��i/�� -�'' �� Am Ts �-i =—�00 \ I I I I I I I W �6 i / i z a r , _ i DATE k a k 0 111812021 DRAWN BY C. GAYNER / - , , , \ • DESIGNED BY / / / / / , / \ ` \ • C. GAYNER II �' I I ��_ - \ / / , / / / / // / // \ • CHECKED BY I 1 I I B. CICHOCKI \\ \\ �P�� • • SCALE k` SCALE 1"=20' II I 1 ' -.,/ I I ./ � 1 � � — — — � I 1i' // // ' // �./�� /' I // �'` `� , l I I \\ I_---_-�\ � I \\ • 1"=20' 10 .,nn Inn HEIGHT OF OBJECT = 3.5' SDR - 18 ' (TOI qTERSECTION 1 495 495 OF EYE _ .5' EEIGHT 490 / i 490 / SE L - 280' 485 / 485 iPROPOSED G DE EIGHT OF OBJECT = 3.5' / 480 / 480 EXISTING J G DE 475 / 475 470 470 465 465 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0Z5 0 1 Vl U) 1■` U J_ � LL 0 O' / W � � LU w U 1� QLL Q LU O L0 Q O 0 C) V J 0 0 2 0 5 U) JOB NO. 0 47036 0 50 SHEET NO. PROFILE SCALE C8.7 00 ��' `rc.' ����=ski rs:•>���'��s o-��,��a:.rts_..��.EL.'►..������s���s_�Zva��...ci<�_AV AW �__a"U'.�1�r 7 _ _ _ �. _ _ . ►- w 1- �i.Jtin ��-.'"�v._w-.�.,.., �.L`__ .r v,wvrw9.1�.1.7;.�►��..._.���I��... •., / .,, �.."� ♦�1.0 - - � •�p�E��O�(.►��i��.�9G`-'�-- >O.�e�•�1�OOt .,off � it'�,�� ����'1��!"1��Iw A�,.- s��l.�►A1,i.�A�Iw�'��i►����'' ..� lie. No. 537'41 WWI / I)/�/ '�O MINIMUM'^�-� / ` =�� �� • , • �� Icy ■1�-ON CZchocki Umax �—,��NOW;-� �� --' iw._a.svra �r; �t v� ►0�7gyp: L,���� ��� IiO�■■■ • AV igso son OW a- bqq WON- L WWI is 1PIAN1PII �■� ;�i :, o ■ice■��i� ■ - ..... � r ♦ 00 /6,M i /I I-54 P2 ro / .2Ii.o Lou / v I� °O 000° \ ° pbo2oo°800o 1 I 11 II III I I / ` \ < j V oo Z • \\..• _ F. N O ZF Q\a5 rl — — — / / / \ \ \ \ \ 1 1 III 1 I I I I I 1 - \ \ v LL w \\\\ II \ WW —4 Uv� OW SWEETBQYSTR1E1L} 430 \ \\\ 1\ 11 \ \\ Y N w O O O 00 M ln(n(n \\\\ .b0G / \ \ \ \ \ \ / i / \ \\ \ \ \ \ \ \ - \ O m \ �� \ \ \ \ \ _ \ \ / � 1 / / / --1— N N N \\ \\ 1 � F N\\\ Z-450 a 11 �\r\\\ \ \ _ l / l l I l /l // l l // // // // \ \ \\� \\ \\ \\ \\ \ // / :• S "9 // �/ \ \\\ 11 \\\ \\ Z rn o O�ST4� DATE 1 18 2 \ \ \\� •• \ \ \ \ \ D \ D a; a ( <, l l . f 10 • � ' / � � o �+ + </ � \ \ \+ \ \ \ / / / / / / / i � / ` \ C. GAYNER %< . • CHECKED BY \\ \ \ M \\ \\ \ s l / / / /� M /\ \ \\\ --' /// /\\ �\ NAD$3 • B.CICHOCKI AA IV z \ \ M / M / / M / / / / / / �23 \ 2S. \ \ \ \ / / • SCALE / / / SCALE 1 "=20' 1 "=20' a / / / / / / HORIZON ROAD \ \ /o- -®� \ \ \ \ Z / / / / y /Z / / / / / A/ / / / / p / / p // i \ \ \ { lZ �� — _ As \ A \ \\ A \\ \ \ / / / /� 0 20' 40' • P ED 61' / Bfi�A4 / 465 465 co O ' 1 Vl U) 1■` U J_ LL o O / 0 W � � LU w U r-I aLL Q LU O L0 Q O V J C) O O 2 +50 SIGHT DISTANCE PR113+00 O / PROFILE HONEY BEE WAY #2(� HORIZSCALE:1"=50' S `� ) VERT SCALE: 1"=5 — JOB NO. 0 47036 0 50 SHEET NO. PROFILE SCALE C8.8 460 460 EIGHT DF 455 455 EIGHT O OBJECT = .5' EIGHT F EYE = 3.5' 450 450 S L - 100, \ 445 445 PROPOSED BADE 440 E ISTING 440 435 uKAUL 435 430 430 L 1 l�� 1 • Um WAS Vol ® � - ?..�� ►�11�11 III ��� .b �. 1 .�• �IIII PRO 7 �� i 1 � 1 �' ►�� Irlll III .�► � �o� r / \®JamMINIMIZE MA •'ii7 ----_��_ ffOUNDATION 4 •-'EWEFtsq 1451 WIWI Oil 475 47..i HEIG T OF OBJECT = 3.6 SDL - 100' 470 470 i HEIGHT OF YE = 3.5' OF � / [HEIGHT OBJECT 3.5' 465 465 DL - 100' / 460 — 460 GRADE PROPOSED 455 GRADE 455 450 450 � OJ M Cp c �6 V V R R 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SIGHT DISTANCE PROFILE - FLORA VIEW DRIVE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 SCALE 1"=20' 0 20' 40' 5 o 1 0 50 PROFILE SCALE ui Q LL o 3 p LL a!Uj V 2 Z — in O C7 W vM �o Ax (n oa =LU L i c ry Z = U Q F ry > 0 0 0 w M ' U U U 00 000 aaad -W 0000 g p Q 2 Q l N M -O U��~ J Q tin rn o J ZO DATE > 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 06 01 ' 1 Y / /.� V! 1■` U J_ LL O ; 0 LU W � � w U 1� Q Q LL LU O L0 O V J C) O O I O JOB NO. 47036 SHEET NO. Ci8.9 L • ,/� ■■`JV_�■■I L��\�% 7/i•'/J1G. �l-��\I�I�VV.II�--��I1�.�_iiQ��� r•�„�J l i _ �.�� -010 AMC- liffivill WWI IrMill ME MIN 0,11 , M—..OAgllg > E Fb AMA Mpao im- Lu� Mom ■■■■■■■■ ■■Iu' �' ` ,� i �, jj%/%Moll jjjji%//hoIII�I�e�► cw wm MLA om 1D■■/ 1 _ , • ■■■■■�■■..�.� ��. _ ., �' :00 moRM ma dlit, PA /ter �. .- l I I I l l l l 2 Q Q N W I 1 I I I I / / /I/ a / / / / �' / > w ory ryoN N�NLU Q LL ^ � ti o DA >TE S 0 1/18/2021 DRAWN BY W / / I/ 0 O C. GAYNER / � � \ \ 11 I \ \I 1\ \\ 1\ � 1 / / I � I I I I I I / I / / I I \\ I I / / • DESIGNED BY / \ \ 1 1 I \ ` \ \ I I / / / \ I • C. GAYNER \,,pp I I f I • CHECKED BY 1 \ \ I \ I / \X • B. CICHOCKI \ \ \ \ \ \ \ ` I \ 1 I I / I \ \ • • SCALE � ` 63 • 1 "=20' SCALE 1 "=20' 0 20' 40' AR5 AR5 EXIST114G GRAD 480 480 OBJECT = 3.5' HEIGHT OF EYE = 3.5' EIGHT OF OBJECT = 3.1 il 475 475 SDL - 100' i 77—PRCPOSED 470 470 � GIRA DE 465 465 460 460 R R R V R 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE PROFILE - RENEWAL ROAD #1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 o 1 0 50 PROFILE SCALE 06 O Vl U) 1■` U J_ O / V W � � w LU U m r-I aLL Q LU O L0 O V J C) O O 2 O U) JOB NO. 47036 SHEET NO. C8.10 L ���"��'■�■■■■���rQr"uT►I a 7/ �r'ti � B�'� ' Awn PAW MCI immue 31 MEMO L■■i■■■■��� 1 - �I'llv,►Ti' illy MAIN l � III■ ,�� . � 1 I� IIIII ►� w � � 01� I I■�� �� �� ,,a - �l■■s. �IIII III■ - i' _ ''��� - II'►� Ills IN WA ���1•w♦J�»way ..► --' ��• ll�l /� (,�/ 1 = -0ool DRAIN STORM +, �� \ ► �►/i1�F� j ;a — Nis; ME =7 MEMO ma- 4An r-me f-HEIGHT OF OBJECT = 3.5' 485 485 J HEIGHT OF E E = 3.5'-\ / / / 480 480 EIGHT OF OBJECT = .5' / 475 i 475 / PROPOS D SDL-100' GRADE 470 / 470 EXISTING GRkDE 465 465 460 460 h h h h H N R R V V V 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE PROFILE — RENEWAL ROAD #2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 O�v �� D. Cichocld Z U Lie. No. 53741 ^� E o �U 0 vE HW tail 3 � U- Q LL o 3 / ¢� j V 2 Z — in rn O / O � N V ti Z F i V 30x u Un LU ;� o =v � m n i N w i LU U U U M 00 � 000 � www �• 0 5www d h h h = 0 I � � I o 0 I w F 0 - 0 r"�rn 0 \ � N rn U p N\\ Z / o DATE (/) 0 111812021 0 DRAWN BY C. GAYNER DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 3 • 1"=20' • SCALE 1"=20' 0 20' 40' 01 1 0 TT� V/ 1■` UJ_ Q lLL O' / 0 W � � LU w U 1� QLL Q LU O L0 O C) O O 2 O 5 U) JOB NO. 0 47036 0 50 PROFILE SCALE SHEET NO. C8.11 L cl)// A/ ox !/ A- - - - - ' / I // \ I A$ \ I \ v - / ••°• • / \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1/ / I , / D. C1C110C1d v I I/ \I 11 \\\ \ I / ////r / / 4) / / /-------- _ \\\ \\ \ 230 0D� �� \� \ \\ \\ \\I\ \\ \\ I /I/ i U �--� I � 1 a \ 1 / � — lie. No. 53741 � /r _ _L__}_— \ \ 1 I � / /� ENEWALRC� � � I I O �ZZ• k ®/ S NAL G L— — — — — — — — — J 1 / /' oo I \ \ / I / / / / t . / � \ \ \ • r \ 1 1 1 1 I\ / o / - N \ I I I y \ \ i / / / / \ Q 1 1 \ I 1 E v \ / \ \ \ 1 \o I n -- E ~LU \ 1 i \ \ \ / / / Q LL T 3 LL m \ml \I \ /1 �, �, wo 30V) Q ---- ' 'U)-' O W W W ��\ I\ I I I I / / / \ \\ a \ \\ I I I Ilh: I c"oo "'u o00 000"/ ""e / / • ��\ \\\ \ \ �\ \ \\ �\ \\ \\ \\ \ //I /'� i w� w UUU " ry > 0>0>0 1 I\ \ If I I / ��\ \\ \ \� 1 I �' II o/ Aeuoo ""o oo° / // I \ \ \ } \ \ 1 \ \ I/ ow 222 \I Ii I I / // I i� \ 1 \ ' / / / • �\k0 - - - O \ \\ \\ \ \ I � I/ � 9----- o00 x� M a to cn v1 o g w w SWALLO�ITAIL LAiJE o\ I I I / Z - _ _ = a Iw , II, KK- r LHO AILLA E I ® / \\ \ \\ 4 \ \ \ \ \ s -I, �p W 0 3»> cyl\ \\ �,� \ \\ \ \ \�\I <_m'n -'i-' 'w NNryp LUry N N ry \ l dOn� I /l \ \ \ \ A \ \ N / I \ \ O -T \ \ \ \ ID �_ U 0 N 0 \\ —'—dJn is DATE 8 — lOn —-tiI I / 8 I I v 111812021 O1Jn k \ \ l l I / I I 1 1 \ \ \ \ \ \ \ \ \ \ 1 1 1 1 \~ / I / } DRAWN BY C.GAYNER 1 I / I IC DESIGNED BY / / V I I I I I I \„I• / / � - \ \ _a . \� / � ,' / I I \ \ \ \ \ \ \ \ II 1 1 f 1 • C. GAYNER k - -� / / / \ \ \ \ \ 1 I I 1 \ ti9 • CHECKED BY B. CICHOCKI y I I I I - - _ - - / , / , / / / \ \ \ \ \ \ 1 11 I \ �' • I I I I I I\ I I I I I I I I ' / \ - - c / / / / / / - \ \\ \ \ \ 1 1 I 1 L • • SCALE /ir / / '---- -_ _ _\ _ _-_�-- \\ I — / // // /' \ \ \ \ \ 1 I1 • 1"=20' 495 495 EIGH OF OBJEC = 3.5' 490 490 SDL - 100' \ EIGHT F EYE = 3.5' 485 \ 485 SD - 100' HEIGHT O / / OBJECT = 3.5 480 480 PROPOSE D 475 475 GRADE 470 1 470 465 465 L6 R R N R R R V 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SIGHT DISTANCE PROFILE - SWEETBAY STREET HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 SCALE 1 "=20' • D 20' 40' O 1 TT� V/ 1■` J U _ O 0 oLL LU W � � w U r-I a Q LL LU O L0 V / O V J C) O O 2 O 5 U) JOB NO. 0 47036 0 50 SHEET NO. PROFILE SCALE C8.12 L / ° O O \ to ° ° o of / O / / / 1 \ \ / / �0 0 �0#0 0 0 WIAO BUFFER �00 0 o l0 i 0 ° I / / / \ / ' / ' / — — — — 0 0 ° , ° 00 p a EX24"HDPEAPFR0X LOC. / / / 1 o ° ° O o / ° / / \ �� 0 0 �p-6 00 _ -a' Oho\ ob / / o °' / o dpd/ \ / o— / Ol p o_ Y �\ ,O 1 ol0°° �o' - p(� / p 0 0 0 0 2! -0' gN6 / / / _ _ ___ i _ �� /OT TA/•2 I ` - ' ' / o0 ', op0yyW3do°,�- % �/ / / \ \WAOr96• avi ° 0 -905tlN!•39'o 0 0 0 00 0 009VW // / / /-� _ \\\\\ \ 1 1 I I -- \\ --'! \�\� 1 \�T /-- \ o�tl653 , - ' MANAlvv GED , - ' /� \ / _ VDOT Sl6HT , - , - - - - _ _ _ _ ` - \ _ \ — ° 0 0 0 °' STEEP SLQPES` dN�/� / / / // 01VANCF - - - - - - - _ _ (TYPICA // / ♦/� EAS T _ / — \\ \' 10 - _ -— - - - - __ ♦ \\ / �- — ' �Cq , �yo� ✓ 10+0+50 -� ��• Gp - NAD83 - — 1 9 E4 3�+ir'°��111► � ��f� / 445 445 EIGHT OF EYE = 3.5' 440 440 435 — — 435 EIGHI OF EYE = 3.5' / PROPOSED 430 / _ \ GRADE 430 425 425 EXISTING GRADE 420 420 415 415 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 VDOT SIGHT DISTANCE EASEMENT PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+50 15+00 SCALE 1 "=20' 0 20' 40' 5 A.D. C1chocki Lie. No. 53741 1/l2/4 "Tv" M E 0 O o N � N C > E w v E Lu Q LL o 3 p LL wo `mom O W L M Q�_j U00 J —u M C7 Lu rvv U IT 3: o X oa =LL ti = > N xv >� o 00 W M � H CL O oc 0 F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1 "=20' JOB NO. 47036 SHEET NO. C8.13 L o 1 0 50 PROFILE SCALE \ \s \o GENERAL NOTES \\ \\� _ _ f-1A TCyr ,IlQ CT --- AP oF���� \ PRE -CONSTRUCTION CONSTRUCTION/INSTALLATION INSPECTIONS/GUARANTEE � - - `p�II CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE \ _ _ I - - - - _ _ _ - 0. 14 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL \ \ i - - - 01/13/22(� LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS. CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD \ NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK' PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE BE VERIFIED PRIOR TO BIDDING. THE DESIGNATION OF BOTANICAL AND COMMON NAME. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS \ / PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS / VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY \ o E INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND INTERFERE WITH SIGHT DISTANCES. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND \ I 0) REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE CONTRACTOR. \ 1 \ > E PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR ` w ° E TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHICH AFFECTS THE GUARANTEE. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT \ 1 3 PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE 1 ¢ LL 3 AND CONTRACT SPECIFICATIONS. CERTIFICATE OF OCCUPANCY. I I I o U. SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. I W AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED I w w U ui O s � o 0 PER TEST RESULTS TO ENSURE PLANT HEALTH. I o (Ary ry a C7 W r Z N -t u I �o x¢ I In I � w I I I _- of �� titi ¢' ii -I - - - - - -- � v v v ` v v I oM Lu 00 EXISTING TREE LINE TO REMAIN AS TRAIL BUFFER 0 �_-aaa AND COUNT TOWARDS TREE CANOPY CALC. - / ' ' / / / O L D L Y N C H B U R G R O A D / > > / / / / I f I l I -I_____ I -I________I _ _ 17 1 1____1____-_____________________________________-____r_____T_____�__________ _ \ iy,1 'M =:_� \>�� �s s�ir���s/��,1r /��� ' �f�%,1���I����I�����I�,Jr�f-��- - �I�>�� irr ���� Ml*IiM �� I 1 D�O\____ y ti v / / �IIT J 1 \ 1 I fi I0.02'q��� I I 1 II 1 ___ \s- a ww rV _ / / \---------1----}-----------------� ---I --- \ '"r° 1 \ �'\ O O O \ I / / ' / / I \ \ I r_________t____T____fi___ t_____ __ ____k___1____L___________ \_____1\ \\ \I \ \ w wrN A / _ / _ \ II \ \ \ \ \ 1 I \ \_-_ _ 1 _______ _________j___ \ ______ _ _ a ry ' L 1.1 ° \ \ ' / / - - L 1 2 PLAYGROUND -ALLREC, SEE SH \ \ _ fi- -- \ -\- _ /- T.L2.1,W MULCH a - '---- \- \ \ y --- -- -< ¢ \\� / 9 1,0 �i UGP _ = - - \ �------}- r t----c-------c \ - \- ' L Ep- - l \ \ \ \ \ w o \ \ T \ / 59 SF OF r i / 'M 30' (MIN.) - / -BASE, OR AN APPROVED EQUIVALENT \ T - - - - y - \� \ \ \ _ - \ \ \ --- - - - z / ' f I AMENITY SPACE iG ''" TRAIL BUFFER _ 2,112 SF VI rr� _ = - - —d/�T — - - _ -f \ \ t cn DATE / Ii'� fJHP/-�/ � OH ' ' -1 �, _ � ' � ' ' - \ I�P\ - - — — - �'(J� -- _\ 1 /�O� \ \ __ -..--- — - - - _ _ _ _ - _ - _ - __ _ _ - - v T � 111812021 -0t1P� / / ° / / / / :: �- - _ -• ' - - - 30' (MIN.) TRAILBUFFER o o - o f- ' ' O / M. RACHNER / o � / / / ♦ + � � _ _ _ - Z m $F OF �� � � / � � ' � � � � ' ' _ _ _ - - / ' DESIGNED BY �C, P LOTI3 G /NES / / ' , / o ° o o r / r /,/ / ` - AMENITY / / �o / j D A FLORA VIEW DRIVE N / W 6� M. RACHNER _ In RECREATIONAL r , - MANAGED° o o, �° / / / / /i �/ O�� B _ _ - - PACE h\ STEP SLOF}ES � of ° ' � j � � � - T - I (TYPICAA�J 9 6 / 30 (MIN.) /� 0 0 - 1 - - _ - - I i / o / o N - o '8 H F. HANCOCK I o /o / / TRAIL BUFFER;. � � vv - '.. _ � / / / � , _ - _ / \ 0 oe o � / o SCALE 401 '�� • / I Ah ,' o / / o o / / / i P� �5 J' SWEETBAY STREET N _ 6 TH - 20' / / m 6 TH - 20' o o / /� �� jii� F�OL�� /� .PARKING ' - 8TH-�0' - - - l I I o / o / J LOT1 _ _ -- _ 1 I 5TH-22' C'� �' /' /' / - • / o / / _ h - - - _� I I 4 ,o�� / / O �O PO♦� hvIN PARKING LOT p _ _ SF I I o����9 I LOT 2 ' / / // N 1� o°/'o"// / 0�1� 'V - �� r�0Y0• p �I I- I�� � v 0 Act CAI I S� co 15(j9 �J Zlm'I / � T zo PARKING / �� a w v / z�D �v / O v LOT 1 I I _ 1 �j \ I� DFAvc f / _ u / cc 0 o/ / �L ��I I � .\' 26° _ / - \ \� — — — — / _ -- / - _ _ - - - _ - _ - - - Z s�f s�sss-s. s�ssss sss/l ss>�s�r >�s>tsss s L>s4111 ss/>,Yrs�s�ss>�sysss�s�s�s�ss>✓sss>�� _ - _ _ _ _ \ 1-\}\ / \ \ LL ._I/ I I I I BEEC//� . — 0 J w ° -L� I-Ft ��-I�—UGP-L_ l lI _-/�� / / I \- _ \'� -___ _ _ -_ _ // _ J\\ \ �_ _--' �I f W -� �_ A v — UG7/i G UGP - -_ / — — — UGF -- \ -/- �\ 7 O - �- \W.OAK\ �I i' / _-�`- EXpN — --___ o��yl - '� �= Q i -- - - - - - �_ \ \ \ \ \ �\ ` �� J 1 1 (\ I--7 \ / / - - - 11=4695 ® ��z - I - ; _ O U j - I , \ � � S1"CAMOR � E \ _ `UGP— / - - MARLE� v \� f / _ r v \ v UG —UGP_ —� - LANDSCAPING PLANTS A i /� �� -- V SAND DISTANCE II/ \ of AND TREES ADJACENT TO AND WITHIN THE ANGLE WILL NEED TO BE MAINTAINED IN AREA - o J' / _ _ _ _ _ BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO 3 JOB NO. n Y R\ / - Wit/ / / - 'I d�j /� \Gc / \ / \ - _ - PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. APO$ 47 _ - - - -LANDSCAPE DESIGN FOR OPEN SPACES/AMENITY SPACES WILL BE 036 --- _ o PROVIDED BY WATERSTREET STUDIO. SCALE 1" 50' SHEET NO. I / A _ - --- ` \ ` L BE THE ALLREC SYNERGY SY-3013 WITH A / MULCH BASE 0 50' 100' L1.0 GP OR AN APPROVED EQN 0 a N C 0 m L