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SUB202100011 Plan - Revision 2021-10-11
SOUTHWOOD PHASE 1 -BLOCKS 9, 10, & 11 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 TOPOGRAPHY LOUISA AERIAL SURVEYS, INC. P.O. BOX 340 MINERAL, VA23117 DATE OF PHOTOGRAPHY: 03/23/04 DATE OF COMPILATION: 02/02/07 ROAD PLAN SUB202100011 COUNTY OF ALBEMARLE, VIRGINIA SUPPLEMENTAL TOPO TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 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. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. A PORTION OF BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (16 IN TOTAL). 3. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 4. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. CUMULATIVE SITE PLAN TRIP GENERATION WEEKDAY ITE LAND USE AMOUNT UNITS ACT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 54 D.U. 400 6 19 25 18 11 29 TOWNHOMES SINGLE 210 26 D.U. 297 6 17 23 17 11 28 FAMILY VILLAGE 1 TOTAL 80 D.U. 697 12 36 48 35 22 57 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 CUMULATIVE TOTAL 166 D.U. 1338 25 70 95 65 39 104 Table 3: Phase 1 Site Trip Generation RE AM PEAK HOUR WEEKDA PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL IN OUT TOTAL Phase 1 Rcsidemiall'r Apartments/Townhomis 22d2I 270 D.U. 2,000 28 95 123 90 53 143 Single Family 210 30 D.U. 343 7 19 26 20 12 32 Residential Subtotal 300 D.U. 2.343 35 114 149 110 65 175 Commercial Retail 820 25,000 S.F. 944 15 9 24 46 49 95 Office 710 25,000 S.F. 277 43 7 5o 5 26 31 Commercial Subtotal 50,000 S.F. 1,221 59 16 74 51 75 126 Phase i TOW11313,564 93 130 223 161 140 301 Phase 2 Residenliail'1 Apartments/Townhomes 22Ut21 143 D.U. 1.040 15 52 67 51 30 81 Single Family 210 16 D.U. 193 4 12 16 11 6 17 Residential Subtotal 159 D.U. 1,233 19 64 83 62 36 98 Phase 2 Total 1,233 19 64 83 62 36 98 Southwood Total (Phase i + Phase 2) 4.797 112 194 306 223 176 399 Source. ITE Trip Generation, 10th Edition. 1. Residential trip generation assumes 10% of the units will be single family dwelling units. All others will be apartments/townhomes. 2. ITE includes townhomes and apartments in the same category with the 10th edition. 3. The overall dewtop menl (Phase 1 + Phase 2) is capped at 5,000 daily trips, To ensure maximum flexibility. Phase 1 trips were assumed to be split evenly between residential and commercial uses. 4. Phase 2 consists of 500 total units but will replace the existing 341 units currently on site for a net increase of 159 units. i/is/Zozi as N Oak Hill Q� J� �10 SITE LOCATION 0 Hickory St v Wit C1 Jacks, a o VICINITY MAP 111=10001 DEVELOPER: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 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 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 BUILDING ELEVATIONS - TOWNHOMES C1.7 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 = 51 Bryan D. Cichocla lac. No. 53741 IO/4Z I y?oS r. N z 0 f f "I" W ry N�ry Lu l � ry DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1�1 1� 66 0 1--1 V , U 0 .J W w U. Q [If LU 11 w ] m > rl Q 0 wU W O U 0. 0 0 0 0 V) 3013 NO. 47036 SHEET NO. C0.0 L DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS TOTAL GROSS AREA BLOCK NONRESIDENTIAL S.F. S.F. TOWN CONDO/ TOTAL# BLOCK TOTAL RESIDENTIAL %OF (AC) CLASSIFICATION AREA (SQ.FT.) DETACHED ATTACHED HOUSE APARTMENT MARKET REQUIRED FOR FOR RENT TOTAL °,60F BANKED COMPLETED UNITS DENSITY TOTAL UNITS UNITS UNITS UNITS RATE AFFORDABLE SALE APARTMENTS NUMBER TOTAL UNITS UNITS DENSITY UNITS UNITS OF UNITS UNITS 1 GREEN SPACE & 347480 0 0 0 0 0 0.0 0 00/. 0 0 0 0 0% 0 8.00 BUFFER 2 1.30 56628 0 0 0 0 0 0.0 0 0'/0 0 0 0 0 0% 1 0 3 NEIGHBORHOOD 55118 6 2 0 0 8 5.7 5 63% 4-12 3 0 3 38% 0 1.40 DENSITY 4 1.50 212995 3 1 2 0 0 5 3.3 3 60% 5-14 2 0 2 40% 0 URBAN DENSITY 5 RESIDENTIAL 218698 4 4 26 20 54 7.6 10 19% 60-127 24 20 44 81% 0 7.10 VILLAGE 6 NEIGHBORHOOD 47916 0 0 0 0 0 0.0 0 0°/0 0-31 0 0 0 0% 0 MIXED USE/ 1.10 NEIGHBORHOOD 7 0.60 26136 7 0 0 0 7 11.7 7 100% 0-12 0 0 0 0% 0 PLACES 8 1.00 43560 6 0 0 0 6 6.0 6 100% 0-17 0 0 0 0% 0 9 1.80 53994 0 0 15 0 15 8.3 15 100% 0-61 0 0 0 0% 0 10 45593 0 0 10 16 26 14.4 10 38% 11-62 0 16 16 62% 0 1.80 URBAN DENSITY 11 5.40 MIXED USE 159561 0 0 45 0 45 8.3 45 100% 20-182 0 0 0 0% 0 12 3.00 130680 0 0 0 0 0 0.0 0 00/0 13-102 0 0 0 0% 0 TOTAL 34.00 1,398,359 1 26 1 8 1 96 1 36 166 1 4.9 1 101 61% 1 150-450 29 36 65 39% 0 FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA(SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL 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. 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 SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. 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. PARKING REQUIRED AND PROVIDED TOTAL PARKING TOTAL PARKING SPACES ASSOCIATEDPLAN(S) LOTS HOUSING TYPE SPACES PARKING SPACE LOCATION REQUIRED PROVIDED 1A-1D,2A 2B, 3, 6A- (2 SPACES / UNIT) X (26 (50) ON -SITE, (2) ON CARDINAL 6E, 12, 24, SINGLE FAMILY UNITS) = 52 SPACES 52 HILL LANE 33, 34, DETACHED (2 SPACES / UNIT+ 1 GUEST (16) ON -SITE, (1) ON HORIZON 4, 5, 8-11, SPACE/4UNITS) X (8 UNITS) UNITS)18 18 SDP202000048/ ROAD, (1) ON WARDELL CREST 37, 38 DUPLEX = ES SDP202100019 MULTIFAMILY (2) 6-UNIT (2 SPACES / UNIT) X (20 40 (2ADA VAN) (39) PARKING LOT, (1) ON 13 AND(2)4-UNIT UNITS) = 40 SPACES 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)=58SPACES HILL LANE, (2) ON WARDELL CREST (140)GARAGE/LOTS, (23)ON 105+ 18 GUEST = 123 163 STREET/ALLEY THIS PLAN 1-70 TOWNHOMES 24 25 (2 ADA VAN) (25) ON STREET/ALLEY 70-72 MULTIFAMILY(2)8-UNIT HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SUB201900174 & SUB202100019 Number provided SUB202100011 Number provided this lan (SUB202100079) TOTAL 1-2 N/A - Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 0 3 3-4 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 2 0 0 2 Habitat Single Family Detached Ownership 25%-80%AMI 40years 0-10 0 0 0 0 Accessory Units Rental 0%-80%AMI 10 years 0-5 0 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 0 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 0 0 15 Deeply Discounted Units Rental 0%-30%AMI 10 years 0-5 5 0 0 5 Habitat Condominium Ownership 201/6-80%AMI 40years 0-20 15 0 0 15 5-8 Habitat Town homes Ownership 25%-80%AMI 40years 0-30 18 0 0 18 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 4 0 0 4 Habitat Single Family Detached Ownership 40%-80%AMI 40years 0-10 2 0 0 2 Workforce Ownership/Rental 60%-120%AMI N/A 0-10 0 0 0 0 Accessory Units/Carriage Units Rental 0%-80%AMI 10 years 0-5 0 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 0 MarketTownhomes Rental Unrestricted N/A 1 0-30 1 0 1 70 1 0 70 9-12 Habitat Condominium Ownership 20%-80%AMI 40years 0-30 0 16 0 16 Deeply Discounted Units Rental 0%-30%AMI 10 years 0-5 0 0 0 0 LIHTC Apartments Rental 30%-80%AMI 30years 80 0 0 0 0 PROFFER STATEMENT 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 STEPBACe MIN. N/A N/A 15'E 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 SETBACKS MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. 0' MIN. MAX. I BLOCK 9: 20' MIN/NO MAX. I NO MAX. I 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 ENCROACHMENT SINGLE BUILDING FOOTPRINT MAX. NON-RES 2' 2' 3' 31000 SF 3,000 SF 10,000 SF 3' 20,000 SF 43 20,000 SF 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. c 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. 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'. Original Proffers X Amendment ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-00-00-OOIAO, 090A1-00-00-001E0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: _August 2, 2019 33.96 acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMD and TMP 90A1-lE (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001A0, 090A1-00-00-001E0, 07600-00-00-051AO (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Projecf). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are voluntarily proffered as a part of the requested rezoning and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Ran ZMA 2005-00017 included on Tax May Parcel 090A1-00-00-0O1EO. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parcel 090A1- 00-00-001 EO are hereby removed and superseded by these proffers. Tax Map parcel 090A1-00-00-001 EO (along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails, Parks, Civic Spaces. a. Greenway Connections to Potential Adi acent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase I, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. 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 location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however 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 completed prior to issuance of the one hundredth (100'h) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. 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 provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300" Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia 7rity compare By: Dan Rosensweig, Manager Bryan D. Cichocld lac. No. 53741 1014& I VIDSG N Z 0 f f z O a U U) o O_ W W w O O cl� > > Z 2 O O W W Z a a UJ U-) a ti O O DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY 8. CICHOCKI SCALE N.A. 1-1 1-1 66 O rl TT� W i m U O Z w LU m p rl a J LL w ,�w/� r w V/ Z 0 Q 0LL _ O 0 0 O O O 2 O V / JOB NO. 47036 SHEET NO. Co.1 L 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 REQ UIRED UIRED BY THE LOCALITY. THIS Q 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). Bryan D. Cichocld Lie. No. 53741 ^� 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_J U00 J -u .. rn Lu N Z W Q IT �0'X m LL 0 Q v = N N Fv¢� c E M O1 N W M 00 a� Z O U U U) LU O cti cti O G G m w 00 00 2 � � UI a U')I ti tu 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 SUBBASE SELECT MATERIAL TYPE I OR I IF #57 AGGREGATE, ■B AGGREGATE OR CRUSHED &R I ,1_^11I GLASS MEETING #8 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 TYPE OR SUBGRADE 6 00-6- 00"0§0§-06 (CEI.ENT OR LIME STABIUZED) iii GEOTEXT CLAS LE #5] AGGREGATE, #8 AGGREGATE OR CRUSHED ORA#JIC.E S MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABR C 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 SHILL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) MADE. CRUSHING STRENGTH TYPE OF PPE N(W.T. 4" MOM. DIAMETER INW.T. 1 8" NOM. DIAMETER SMOOTH WALL PVCI D3 1 10.1531 SMOOTH WILL PE 70 PSI )00( 1 1 70 PSI )(1#)( 4. ON CURB ANDGUTTER 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 SECTONS, TRENCH IS TO SE UNDER ENTIRE PAVEMENT AEA WITH OUTLET PIPE ON LOW SIDE ONLY. 8. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE NVERT ELEVATION OF RECEIVNG DRAINAGE DTCH OR STRUCTURE. M WALL THICKNESS (MIN) -INCHES 7. ILL 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. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. XVDOT SPECIFICATION ROAD AND BRIDE BTADMDS 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 -LIMITS OF PAY FOR TOP OF EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS TRAVEL LASS CENTER LINE SECTION 1--4---------�-- - OWTH 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 -6 -6. 6.6. 666.- 6-6. 6. 6.0- FSELECT MATERIAL TYPEIORI PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN 057 AGGREGATE, #8 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. 8" NON. DVMIETER SMOOTH WALL PVC .103 1 1 0.153 SMOOTH WALL PE 1 1 70 PSI )00( 1 1 70 PSI MIDOE 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE SELECT MATERIAL TYPE 1 OR SUBGRADE ME WILL THICKNESS (MIN) -INCHES (CEMENT OR LIME STABILIZED) )()()( 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 MD SHILL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN. WY DESIRABLE) GRADE. BRDGE SUBBASE 3. ON CURB AID GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UDERORANS, 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 8. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UNITS FOR OUTLET PIPE ME 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 ENCE RON STANDARD COMBINATION UNDERDRAIN REFERENVDC3 ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) 50 REVISION onrE SHEET I OF 1 1 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 10B.05 CG-8 NOTES( 1. THIS REAM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. 00 NATION 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 STBLIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHILL 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 CLASSIFICATION AND DESIGN SPEED AS SHOWN IN A OF R THE ROAD DESIGN MANUAL INTHE APPE"DIX SECTION ON OS URBAN STANDARDS. • D , • • FH' ' A BE CONCRETE OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE 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 - WHITE (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% 7 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. I • ■ ■ An 0•� 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 SURFACE (PLACED IN ONE LIFTS) ::A�', BASE 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE SUBBASE) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 7 )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)- 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. (SIDEWALK (SEE - - - - NOTE 5) z OPTIONAL UNPAVED SPACE H- 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 ROADWAY MAINLINEEXCEPT 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 X 1 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 Y PRIVATE ROAD CROSS SECTION K Bryan D. Cichocld U Lie. No. 53741 CG-6 6L 0.5' 6' �0 1.5" SM-9.5A (PLANTING STRIP)s A 22' SIONAL Cs 2 5' (PAVEMENT WIDTH) Y%OSG f 3% 1 Vq I 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�05' 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' CG-2 0 Eo 1' ON U N � N C 5 > E SIDEWALK a E w Q UM o 3 p LL J V 2 Z a - Ln 1y O Ce rn (A W N V Z f D ti ? �i _j V) Q U W oC Q. == S C" =v¢� Z O 2 �� 2 $ry > LU 00 wM UU 00 U U m d O O F ry N (-4 > p O O CG-2 (HEIGHT VARIES SEE _ ¢ r ry ROAD PLAN SHEETS FOR ¢ n rn AREAS OF FLUSH CURB) z0 DATE V) 0 111812021 Y 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) DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. L JOB NO. 47036 SHEET NO. C1.1 WP-2 CONCRETE BUMPER BLOCK ANCHOR WITH 518" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (TYP.) HANDICAP SIGN /LOCATION (VAN) 8' 5' 8' 8' 8' TYPICAL I VAN F ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAI No Scale SIGN FACE OF CURB FJ 4" PAINTED STRIPE (TYPICAL) :IxelliIII w-AX011q STD. U POST GALVANIZED POST TO BE DRIVEN C TACK OAT THE PROPOSED TACK OAT10N JOINT E#ISTNG ASPHALT LAVERS EDGE OF EXISING PAVEMENT RAS DETERMINED IN FIELD) IJ:i•1341q•1�: J:L'UGVla:bi EXISTING SUBBASE PROPOSED SUBBASE I ' COMPACTED SUBGRADE ' CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1'/z 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 SHAH HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN &ONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1'i 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 MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TEHN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07W OF THE SPECIFICATIONS. ��DO-r SPECIFICATION R0A0 AND BADGASPHALT PAVEMENT WIDENING E STINDALIDS REFERENCE SHEET 1 OF 1 REVISON DATE FOR WIDENING SUBJECT TO TRAFFIC 3w 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS IS-1 SHAPE T CONTOtO OF WE - I Mill ®WE ® F 7 SIGN AND POST DETAIL No Scale VAN I ACCEBBIBLE U ABOVE FINISHED GRADE ADA PARKING SIGNS No Scale VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. TRANSITION BETWEEN PPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ME ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP NIET IS TO BE FORMED AND CONSTRUCTED N ACCORDANCE WITH APRJCABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLND CEMENT CONCRETE MIX CONFORMING TO CLASS M OR CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4A N DIAMETER AND CONSIST OF STONE. BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHILL BE LEFT SMOOTH BY MEANS OF HIND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED �- SLOOUTLETPIPE TO INERT SECTION A -A OF METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF CUTLET PIPE DETAILS OF INVERT SHAPING AN AS SHOWN HEREON ARE FOR EXAMPLE I •• ° .• ° I PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TBE SHARED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET COWICURATDN AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES v°ar STANDARD METHOD OF SHAPING SPEMRCATION ROAD ND BADGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE CUR N18.08 VIRGNIA DEPARTMENT OF TRANSPORTATION 2016 ROAD 8 BRIDGE STANDARDS Bryan D. Cichocki Lie. No. 53741 m E CD 0 CIN U N Vi N 0 > E w a E w w 3 ¢ a 3 � LL O w 0 m ^H Y W L M ¢�J V00 w J —N Ce M (A N (0 W D 3: 0 ) X LL � • Q 7 = N N Fv¢US m �U1 0O1 GO W M GL � CD w t7 Z O a_ u U (u O w 00 uu LLl UJ 2 a a- aU) (r) tiLIJ O O w F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. T� Vl U OQ U) J > w Q Y I- LLI Lu o W co T--iQ06 LL Lu ° w O Q°z 0. C) O O O JOB NO. 47036 SHEET NO. C1.2 Y y O ® 44' MIN. W MIN. f 17.5 B• MIN..4 . a: i. fif _ I 'A 18 MIN. --17.5'� w • 37" MIN. xtwaTur =10 As�7ABly 1LT Y MIN. 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 (1 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 0 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 VAD 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 M-20 VARIES BOX TO METER BOX (SEE FIG. W-6A THRU W--7E). 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 WITH X"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 POUREDON ANY PARTOFTHE RESTRAINED JOINT. USE PLASTICSHEETING AS PROTECTION FOR BOLTS. • USE2500P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 i COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 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 N A DIMENSION B DIMENSION C 3'1' 5.0' 3'8' 2' 3'1' 5'a' 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' 1LUMINUM ACCESS HATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VLLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 1B'-22" ALVE BOX 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 OR 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 ' a. 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE V DMPRESSIM • 3/4' MAZE PIPE OR APPROVED EQUAL NOIM NO STFATED FlTMCS DUAL SERVICE I- TYPE nr SOFT COPPER SINGLE SERVICE DLES SHALL LE USED ON PVC PPE. NTS FIG. W-5 TD-9 FOR USE ON ATTAWED SINGLE FAMILY REM INIIAL SERVICES OR DUAL RESIDENTIAL AND IRMGAIION SERVICES. lEE 0 2' 1" COMPRESSION a 3/4' MALE PRE CORPUNG OR APPROVED EMAL 0 TOR USE ON DETAOED SINGLE FAMILY RESIDENT" SERVICE WHERE AN IRRIGATOR METER IS NOT PRO`ADED, CAST IBM UD W MN. COPPERSLTIEA 1/8 BEND ODUP NG-\ as META CORPMATM STOP <>.�,I .>•'�' Z- Cx„p„are. 1.+', 4-4 v! BMa( AS NECESSARY �MST Tilc .?y� 4' OALEIFIt DIIAw PPE 12' 7 AND = (2-GINM MINIMUM T1ICKN24 LORD STONE !T� �".^t, r� Yr� TO N0. 8]Ei1WMRETT 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 4" - 61 V- 2'-3 Z-8' 1'- 2'-D• 1 1/4' 2'-e' V-S 2'-S' 1 1/4" IT 1/4' 10' 2'- 3'- Y-6' 2'-0 N-0 2' lY 3'- 4'-Y T-O 7-3" 3'-8' Y S-0' 4'-e" 2 1/Y 4- - 6 8" 3'- 4'-Y 2'-8 2'-W 3'-Y 2' 22 1/2 16, 3-Y 5'-0 Y-D 2'- S-S 2• 12' 3'-91 B'-3 '- - 4'- 2' 18• 4'-0 V-812 1/2" 4' - 8 N- 8'-0 Y-D" 3-- V-S 2 1/4' 8• Y-S W-B T-Or S-S" N-G' 2 1 4' 48• 10' 4'-e 7'-e 3'-0" V-3" 51- 4' 2 1 12' W-3 W-D S-3" W-0 V-B" 2 1/2- 3" THREAD 1 NOMIN-" AL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B ' --"'-" ' -' CONCRETE CLASS "B" tY B'-8 t1'-0 S-B" e'-0 7'-3' z 1 Y 12' BENDS & LARGER r.: 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 4. o. NOTE: RESTRAINED JOINT FITTINGS Side View FGi 2" Minimum '4, .., _E°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-THd :A' ): �•A: WATER MAIN VALVE w 3 24"MIN UNDISTURBED EARTH PIAB e •d� CLASS A-3 CONCRETE ��,n .'O MIN ,.: EGA -LUG .'.V.'T Rim 18 :x.•s. MIN ,a. 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 NTS Fig. W-30 TD-8 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 1 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-I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL "gp"MOM 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 I UNSTABLE 6" W. 6' e' SOIL I MIN. MIN MIN #68 STONE 4`--• GRANULAR FILL AS •. '' • !:+t-3�'<< • APPROVED BY ACSA \ 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 Bryan D. Cichocki Z Lie. No. 53741 1014& M E 0 O o N ut N > E w a E Q LL o 3 W LL 0 tD ti 2• W M Q _j U m Z w _j d> � O N <L 7 ZH yLY H U X i -I < w U1 2 C N Z Z Z F-< O z z c w U N > Q Q M c U U CO J Z 2 O O � Z a o atiI- M O O H o rj N N 11J Lu orj 00 = Q N N a rn z O UO DATE > 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY isC. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. � �JJ l� 06 O l� 0 T� V , U O > J_ W J lY a W J� Lu 0��(( TI Q W LL w� O W L / - O ` �U 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 ASEWER SERVICE LATERAL CONNECTS A MANHOLE A AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN, 60' DIAMETER MANHOLE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE REQUIRED. Bryan D. Cichocki Z TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. TEP . DROP MANHOLE PVC CROSS FA ? Lic. No. 53741 �2. EWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 2. USE APPROVED FLEXIBLE RUBBER�BOOT. 3. MINIMUM GRADE FOR SEWER SERMCE CONNECTION SHALL BE 2% Q PER FOOT) p(1/4" y+ 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' OASKETOU Y7OSG STOP c0UPu8D NCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER o 27' ANNEL 1/4" : 1' MIN OF 3 FEET. DROP PIPE PIPE STRAPSf- LBE SALT TREATED " ,° (STAINLESS STEEL) i��k-: Y^'�' p SPACED EVERY .•-' 2' VERTICALLY �< x? . '_ ,� - ` A+1 E O N FINISHED GROUND MARKER < a ,a`a, 90' RESTRAINED BEND �'"•`a�' '•'.'_" /� ��"� Y BRANCH N a = PAVEMENT m SEWER INFLUENT 12„ ~- I 1 > E 0 PIPE-" // ° MAIN ` LLI < USEWER y 3 42' MIN. I PIPE 4 ` 2„ o LL COATED STEEL AND OR STAINLESS 0.25' MIN. THICKNESS STEEL CASING INSULATORS PLAN 'a ' ' w O L M 42' MIN. STEEL CASING I 112" BOTH ENDSFILL W Q U m Z n` PLUG END OF PROFILE n w H - n 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 BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO FLEXIBLE CONNECTION N��' 2'-D'� 7' OR B' 7. OR B' 2'-0', 2'-0 (z] FEET• WITH STAINLESS STEEL ALL CONNECTIONS TO p cn x a _j a 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) 11 UCTILE IRON PIPE I 18' OR 20' JOINT OF D.I. I THE DROP FITTING WITH STANDARD GASKETIOMT. BE CORED AND A FLEXIBLE " U) = c N Z Z Z ESTRAINED JOINTS) 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS S14ALL BE MADE OF CONNECTION BOOT _ u ¢ O � � STAINLESSSTEEL. O INSTALLED rn i_n NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF 0 N > O p PAVEMENT. WHICHEVER IS GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT w 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. c 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT. PLAN S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN > 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT B0 DEGREES FROM THE ACCESS STEPS. O O WATER VARIES0. 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 TWO 8" DIAMETER DROP CONNECTIONS. W W UNDER ROADWAYS Ln Z SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS o U L N.T.S N.T.S. N.T.S. FIG. W-10 FIG. S-I-B (D(j O Q FIG. S-2 FIG. S-1-C2 0 Q. j TD-33 TD-30 TD-27 = H 0 w ti ti NO � NO w p S Q a rn FRAME & COVER �E O DATE r E ;A FRAME & COVER (SEE FIG. S-I-D,E) V) 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 } 36"MINTHAN 5" IN ANY �a SLOPED AREA SLOPED AREA DRAWN BY 7REG N 24' EB vo m u .. ,'' 1'-D" MAX 2_O"RUBB� PORTED STEEL STEPS;• "• ' 1'-0" MAXC. GAYNER BACKFlLL*1 8"MIN TS) EMBEDMENT ROUGHLY COMPACTED _ E PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS 2�-O" DESIGNED BY HAND OR APPROVED LINE HANICAL TAMPER OF PIPE -L E g$ z $ E oSPRING $ � F SwRUBBER e OR 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 • FOUNDATION (SHALL BE REQUIRED E- E E COMPACTED BY HAND TAMPERS OR 12 MINA BACKFlLLED NTH SELF -COMPACTING CONCRETE SECTIONS 12 MIN 0" RING SEALS 16" MAX B. CICHOCKI E WHEN SOIL E E 18" MAX STONE' MINIMUM ELEVATION • CONDITIONS ARE UNSTABLE € c�0 i, ALL PIPE) 5" DIFFERENCE ACROSS M.H. 5" 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 pBomoED.1. t2 �, d: e"';. ::.'.:0 AVIES CONTRIBUTING .y -- ,�NOTE CON SEWER. T4BACKFlLLED °•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, FMIN. E. E E g E 3 6" BEDDING WITH N0. 68 STONE PROVIDED. BEDDINGSTONE 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" �6 $,� �A 'sF aw0 NOTES: NOTE : W/ N0. 88 STONE 06 BEDDING OF N0. 68 STONE A� �� 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE O O 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. 0%. O 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED DESIGN ON SEWERS WITH STEEP SLOPES' INSIDE AND OUT. TYPICAL SEWER PIPE TYPICAL MANHOLE SECTION � INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER BRANCH TIE-IN TYPICAL MANHOLE WITH DROP CONNECTION SHOWING N.T.S , ^ NTS FIG s-I-D N.T.S L/ , FIG. S-3 TD-31 NTS FIG. S-I-A FIG. S-I-C � TD-34 ( , TD-25 TD_Y6 � V 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 ': •. W CAST IN PLACE FRAME & COVER �' 4 ' •L7 Q (4) 1•(��J eK ,xTm 1 1n• aN a P uiue�*"") w 27 1/Y DN 0 B°(T [eBemm] [3emml T ze 1/4• oe SEE FIG. S-I-D, E,'�:: PRECAST REINFORCED CONCRETE ' SET DOGHOUSE BASE •.1 A` •" EXISTING SANITARY ON CONCRETE BLOCKS , %. SEWER PIPE ' LLJ m Q I� I [ea)mm] -� C77emm] I- Ie06mm]� SECTTONS 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 `^ Y.T ) > OUTSIDE DIAMATER PLUS 6". W W �_ 2e 7/,e• DN� e/B• C722DK [Lamm] A FITTING ACS MAY BE REQUIRED y" WITH ACSA APPROVAL .� 12' THICK VDOT z O 0 se• DN n 2e" 0 [BBOmm [e No. 68 STONE BEDDING 7 7/2' FRAME SECTION 13/t6• [38mm] BE a B"xB"x16" AND 4"z8"x16" SOLID CONCRETE BLOCKS Q Q U Z L20mm] mmessw 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 FILL DOGHOUSE OPENING 2 1/8' [�7'm] BASE SHALL AROUND PIPE L54mm LB7mm] 1 3/8' 8325 a t7 18' 135mm] c/16' 0.0. OF 61a cR00VE 16 MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO 5" e BE CONSTRUCTED AS SHOWN ON FIGURE S-1-A WITH 3,000 P51 CONCRETE OR NON -SHRINKING GROUT Q eaM ami [17mm] [74mm] SECTION VIEW 1/4" (Bmm) DIA e OUTLET SHALL BE 0.20 FEET SME �Kr NEOPRENE GASKET (2) W 1/1e x a/e x 1 1/2 12'MIN 12"MIN A FILLETED INVERT FOR A SMOOTH VARIE TRANSITION OF FLOW BETWEEN O S FL (0 m® aoD' t s 8 n SSER PARTO 0011M 6 E W PD.m.ee [8mm / (a) eLr Ie3( s/S-ttxs t/2 s5 2400 PAN(/ so INLET & OULET PIPE SHALL BE ..• PROVIDED. ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH 1/2' ffi 5/8ID '� � � MLEss t t/a' (zilmm) ou B� L .SS DIA s7ANLBSS s1la NIm " �" 1'-0" BEYOND BASE NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING O P MEW 113M P�ARA/�ewama � � FITTING DIMENSION VARIES WITH SLOPE. OF STRUCTURE PIIXo3AR a lA(zO.UG HOLE DETAIL NOTES. xur 08 s/e-n m Itllx PAR/ 00N8f484 , •� ' ' 'A 12" ., ; h: i' ;. ..' :.' p ;.. NEOPRENE SECURED BY 2 NON - CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING t. ALL NNMHOIS4'MDNN f00 YEAR FIAODPUiN OR LOCATED W AREAS BUB.iCT TO FlDWINB SHNL HAVE WATFA7IGXT FRAME A COYFR. 2 ALIEANADYE OE9GN FOR WAIFRTIp1T COVEIte YML BE CONSIDERED. C?) NUT X%.NN S/9-11 2N a couBBs swL eE FDIm To FRAIBLS MTn LDCIODIG wcs ORSWUM ASSEMBLY. PA" 00901M 3/4 DIA OF LARGEST TYPICAL WATERTIGHT 183SR `°` la PIPE IN MANHOLE 12" MIN. CAST -IN PLACE 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-4E 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-Cl FIG. S-1-Al SHEET NO. C l A TD-29 TD-28 L RESIDUAL PRESSURE RESULTS (PSI) 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 66.2 65.4 66.7 76.3 78.7 82.2 86.5 87.7 89.3 91.0 87.8 86.1 80.6 78.5 81.2 83.0 62.0 66.4 65.9 72.9 79.2 84.2 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 84.0 86A 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MDD) 66.6 65.9 65.0 66.3 75.7 78,0 81.4 85.7 86.9 88.4 90.1 86.9 85.2 79.7 77.6 80.3 82.2 61.7 66.0 65.5 72.4 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 77.1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61.4 65.6 65.0 71.6 7Z6 82.4 84.8 89.0 85.5 80.3 80.6 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H4 H-5 H-6 I H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 500.0 1 489.8 490.9 474.7 460.2 448.5 1 442.8 433.0 441.1 453.0 452.3 AVAILABLE FIRE FLOW' 2,000 1 2,000 2,000 1 2,000 2,000 1,850 1 1,731 1,677 1,661 1,639 1 1.666 'AVAILABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO ATASYSTEM MINIMUM RESIDUAL PRESSURE LIMIT OF 20 PSI. FLOW WAS LIMITED TO 2,000 GPM. ISO NEEDED FIRE FLOW 8-UNIT TOWNHOUSE - KENRIDGE MODEL 2,500 GPM 8-UNIT TOWNHOUSE - ASHTON 3,250 GPM APARTMENT BUILDING 1.750 GPM \ \ ®\\®\ \ 1 \ 1 BLOCK 2 / 9� O,p Off, n o� zT, 73 r r BBUCE F. S'IRICKLANB IR z IIC. No. 056612 oA 10/15/2020�4i' M E N V •^ N > E - E w F u w 3 a c 3 LL W o ry ti Q U j aM0 Z O a UW v z ° u 3:9 Mx cn OC C C W W 0 oa =Q 4x =N z 0 xu>n° cun Ln N > W a a W J ui 0 0 x 0 D A a - v > w T� I • 1 - lAo . .----' - - - -d - q _ ®® CHgURG ROAp N r� LY - 1 w a Wawa w t 1 I its t 1 ` t � r 1✓ H.2 J-2 a' BLOCK 12] BLOCK 11 _ BLOCK 9 1 \ \ G S. HARVEY d l _ 1 of � 9 � I \ I � 1 '-- 1 � r P f � • CHECKED BY L. • B. STRICKLAND l! \ 1E 1 i __--- - g���I !®� r 1 . • SCALE UT A - �i I IRS NE 9r `' N.T.S. r L r�I !` � BITTERN BLOCK 8 j „�= ! 1 O�r \\�Li 1 I \ "® ® G® ' \\ 1 1 \ M i e' I n / o \ \ / f\\ z a J v • J 1 U VE - C IIIFUTURE RESIDENTIAL / \ \\ I I I 1� / W a Q 0ce .� \\�\J v UNITS / / \ \\ � <\ I > z \\ \\ \\0 a 1100, L7 2- p__4 j co f / ^\ BLOCK1 v 1 ' ��s.� ��/ 1 !/ 64 \ n W LL Q % } 0 ° BLOCK 3 J-11 Ate. ° :P-27-_. J-17 i. '� v �® �/ ® V / /® ��,II` U z l / �' \ , w z i H-11 �. I / �\ a `'I\ i O H-8 BLOCK 5 �. \ J ®'- u 0000, e0o ' BLOCK 6 BLC T III` J-lb Ile V ,� \ ? \ \ f /> O/j �/ V/ NII -I� < ' \ems/ ®® \\ \\ O w / rF� �K 4j J-13 Jjo BLOCK 7op, 0 PIPE LEGEND JOB NO. NEW PIPE 40919 ® / - - - EXISTING PIPE sneer No. PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. Bryan D. Cichocl¢ z lie. No. 53741 f0/4Z Y?osG M E 0 0 0 N vi N > E W E Lu Q LL 00 3 LL - O L M Q w H -Li O W O N d 7 z mt CI �x K K N < W U) z Z 2 =U' - zz �� U) 0 N > p p M CI U U W J O O CII Z a o �uj� 0oo W o 0 0 w H r N arj z 0 u DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 06 \ O U O / w Q LU lY 0 Q ' L w m a O LL rl J L C1 L. W r W o u I� 0 O O T� i O JOB NO. 47036 SHEET NO. C1.5 L Bryan D. Cichocki Z U lie. No. 53741 12 12 PRE-ENGINEERED WOOD ROOF TRUSSES BY MEAN ROOF HEIGHT T� �T MANUFACTURER ® 24" O.C. SSIONAL G y�os� INSULATION SEE SPECS o E U N HEEL HEIGHT ^1 c ----------- > EAVE P FIR T E HEIGHT E - — - — - ILLai WINDOW H.H._ _____ ______ __ ___—___—__ H-W w w 3 Q a o 3 p ILL- o BEDROOM 3 CL. BATH MASTER W.I.C. MASTER BATH ¢_j Ucoo Z ILL O ce rn d N V ti In W W � SECOND FLOOR Z �i ~ U Q 1u M TOP OF PLATE __________ U-) i N Z Z Z Ij WINDOW H.H. ___—_—___ _—___—___ Fv�¢O O ° ry O O N M Of w Q 5 W J KITCHEN DINING FAMILY ROOM w a, U U t� ZRR FIRST FLOOR d h h N N TOP OF PLATE _ _ _ _ _ CL o- WINDOW H.H. _ _ _ - _ - _ - _ _ — F 198" ILL0 pLu 00 LU a N\\ q GARAGE MECH. CL. STUDY / OPT. a n rn Z BEDROOM t/1 DATE TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: j 4" GONG SLAB ON GRADE W/6"X6" #1.4/1.4 ON TOP OF SLAB 6 MIL POLY VAPOR BARRIER ON 4" GRAVEL FILL j 111812021 SL—_—_—_ _—_—_ O 3%slo a=9" GONG. FTNG.(SEE STRUCTURE) } DRAWN BY 0 4'CONC.6 N 6 MIL I V.POLYET1Ax1A 4"PERF. DRAIN TILE W.WVAPOR BARRIE.O 4'CRUSHE C. GAYNER ZS"•O" VAPOR BARRIER ON 4" CRUSHED STONE • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 12 PRE-ENGINEERED WOOD W 7 ROOF TRUSSES BY MEAN ROOF HEIGHT MANUFACTURER @ 24" O.C. O INSULATION SEE SPECS HEEL HEIGHT HEIGHT - - - - - V WC WINDOW H.H. G 0 0 m 2 BEDROOM 3 CL. BATH W.I.C. MASTER BEDROOM U z O;o SECONDFLOOR W J I TOP OF PLATE < ' wWINDOW H.H. - - - - - - - - - - - - - ' W Z o q m 0 N r-I a Z m KITCHEN GREAT ROOM [� o U) Z Lu Q N r Q o LLJ FIRST FLOOR n c°'v ry TOP OF PLATE 7 Q 0 GARAGE O MECH. REC. ROOM O m TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: \ 4" CONC SLAB ON GRADE W16"X6" #1.4/1.4 ON 6 5 MIL POLY VAPOR BARRIER ON 4' GRAVEL FILL CONCRETE FOUNDATION TOP OF SLAB _ _ _ _ _TI OeF 1/R" l F�x1ru WALL (SEE STRUCTURE) T 3% slope = 9' _ CONC. FTNG.(SEE STRUCTURE) i rn a" coNc. SLAB w/Ncsxwl.ax1.4 4° PERF. DRAIN TILE 25'-0" VAPOR BARRIER ONL4ECRUSHED STONE O JOB NO. BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. 47036 SHEET NO. C1.6 L BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. Bryan D. Cichocki Lie. No. 53741 M E 0 0 U N � N 0 > E w v E w w 3 Q LL 3 p LL — wO `mom j V20 z w — n O rn Lu ry V ti W U Z f ? U �i -i Q W o Q = v O U-) S ry z 2 2 =v¢m O zz F PN > 00 wM of UU 00 00 M 2 a a O � kz O O x F > p NLu O NO Lu a N\\ Q z O in DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 0 0 c) U) Y / w U � J' a 0o W J Q U7 ' Z W 0] O Q LL LU O W J O w U z C �_ 0 7D 0 0° 2 �0^, v JOB NO. 47036 SHEET NO. C1.7 L G . ii•�ii / I' '4 I III I' a / n - / • - - ir[t�l�r� v �II I / � ���,y ��r" � I I� � �'%7 � % �>iI/�-������ � rI �-� � _ - � ::,9r� �..�i.:���-�II.i� T_ir►�:a tii.i- -- � � // - .I/- '. � Ilj_j!1�jrJZIl11/i♦�' -_ - ...-., ' �I- :J% �����ii� ��� ,' �4"•�p�1.1��1 II l♦�IR��_�... � • -' ►., _ I ��' `� , ����I G��� • •- IV�A Iy J!y AI /i1! ' +♦ �� 11 !j 1'-•1 II► fI 4IQ IGI ♦►I/s.�Ir-- - � ♦ A !- i! G .�� ! 9- GJ���i f• Si 01'' �iy►1' � ., - l f - ...� v „v o�, • 1 ♦ • s ♦ a ♦ e • �.�,, Iy v ♦� .1 1,, .! 1-IA ♦:.1 •° a o� o �o a♦may• °e e • i o- : ,:��-- Q.���. - • - / ,, / • - ,. Iy y... 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CICHOCKI SCALE 1"=100' T 66 O \ V \) i U Q J O < 0- W V Z w U) c0 Q J J = T Q ^^ LL 0- V O ..� �: _J// 0 L 1� LU CL O 0 O O D (O V / JOB NO. 47036 SHEET NO. C2.2 c m z 0 c 8 n P n c _ d = 0 m c _ = _ Is C c 0 d 3 c a vx n0 . to z 20 o 2 c 2 m g0 _ _ 0. V Oc x d O 3 w Z m O a � d 5 ° LE Q § n .Z Y d c 0. t 3 12 c _ a=. 0 E ao Es 06 a c lijv 10 'a 0 _ CO _ = U a 2 MN = p _ C 0 n o _ _ _= L B/SCUI T RUN p CENTERLINE At0 0 ° WPO BUFFER 0 o 0 0 #O p4** oI o, O 0 'O p8p �0 0o O 0 � to 0 0 / p o /p O O 9 / / / p a�° / 0 °, o FEMA EFFECTIVE 0 ° 0 ZONEA �/ / 0 , 0 > FLOODPLAIN / / 0 0 c / 100YR FLOODPLAIN PER 00 , 0 ° / / / LOMR CASE NO. 21-03-0029Pp ° ° ° (UNDER REV/E149 , ° ° / 0 ° 1 / ° 0 L / ° / / 0 0 0 500YR FLOODPLAIN PEg0 , A ° 17 LOMRCASENO. 21-03-00�P ° (UNDER REVIEW) , 0 / ° g �// / 100YR FLOODWAYPER o 0 ° 30' (MIN.) / LOMR CASE NO. 03-0045 p ° / TRAIL BUFFER / 0 (UNDER REVIEW) p , o o ° , o o''�r� / O / O 0 / DISTAN9�9 / o , 00 �00° /�/ EASEM T q / vp / 1 / 0 0 00 0/ /♦ / / o ° ' 00 0 MANAGED ° o 0 STEEP SLOPES Alf 0 0 (TYPICAL) _(�� o oF44� Alf ° 0 0 0 �0 0 0 000 p ° 40' pCie �� ♦° O 00� 000 F 0° 0 0 / / �" 13 0 0 / 00 p ° ,�� / Q� / / " SEWEF 0 0 �d3a / Q� ^ / / / EJECTOF PU M F 0 °o ° o ° G Q- / 000o ��/ / 1 CONDO#1 ° // �/ / / (8UNITS)�/ L // _"" 1.5"WATER \\ 7, 0 0 \ / / / / �' METER ° o ° / / / / / 4' X & CONCRETE PAD / ° o° 00 a�° / / // / / FOR (1) 16 DOOR CLUSTER MAILBOX & (1) 12 - Ar / / / DOOR CLUSTER MAILBOX. COORDINATE WITH USPS. 0 / / T SETBACK / 11 o ` \ ■ 30'(MIN.) --------------------- a,\ \ / TRAIL BUFFER — — — — — — �GP ' 'GP \ — ■ UGP — — — — — — — — �\ ■ — — —OHP— — — —joap `-_OHP- -OH ��� — \......... OHP— 1 / \ L —OHP-- — --- / / �' '♦♦♦� O.H ELECTRC TELE. TV 11 ♦ LINES Bryan D. Cichocki Lie. No. 53741 1%/zf E �' ♦♦j TRAIL BUFFER AM 0 / ♦ 1♦ // > E v w / /Lu / / / y ♦1♦ / v N / // ♦I / / ¢LL tj 03 / / // ♦11 / '5' / w0 `mom / / /// \\ ♦11♦♦ /// /// w V u O PEDESTRIAN a a: e5 e .Q a Q°Qz P Bw u CONNECTION #1 — o000000 ° �' LL w m I °°oQ°oQ°o° ------ - \ I I QOQQoo°0000Ln N z Z Z ♦(►° / O O o / / / / ��♦ / / \\ > 20' 4' X S CONCRETE O o / ♦1 \ "N RKINE PAD FOR (1) 16 DOOR I I ° Nw o 0_ v /I♦ 40' CLUSTER MAILBOX I °ooQoo°o°°o°Qo o w Z Z 8 TH - 20' S SETBACK 1 N WCL Wa- ♦ 5 20' TYP. 1 2 �1♦♦1 �,. SE ENITY S CEp I T 8 OT 1 LOT 20 LOT 21 LOT 23 LOT 25 0 LOT 22 LOT 24 I /1♦ / EJECTO 350 SF 1350 SF 1350 SF 1350 SF 1350 SF 1690 SF �1♦ / / PUM / \ , I 182 F 50 SF / 0 a o 025SETBA%K1 w N N N > w/ Lu N ry �/ / 3 I— — — — — i — — ¢ CONDO(8 T# \ DATE a- / \ R3 see,a RT 4 9® 18 o yr\ rn \ G TEE --SA SAN SAN N I / I � ; oe LOT 72 46.6'/ \ // 4 1 3' 0 1/18/2021 / 7020 SF / / / \ / 14 \ R84\ 8 /8"w all I 8,I R106' sA } DRAWN BY / \ G- RT C. GAYNER a " / O7 / �d \ --- -' -- -- -- - ---- - - --- - '- -- ----- -- - - - - - -- ----- - - --- --- - - -- -- ---------- - - ------ ---- -- ---- R3' DESIGNED BY \ O PARKING 48': ; 20".^: I • FIRE LANE" 1T 1 C. GAYNER FHA SIGN 0 \ I J. ° 3 • I 91 18' CHECKED BY J a / \ ° \ I / : • B. CICHOCKI .6' RT \ \ "NO PARKING 20' TYP. ' \ FIRE LANE" — IU COMBINED ( 8" DIP / . SCALE AE NATE ---_ SIGN ACSA SEWER • 1 "=20' \\ \ -- AND WATER ---�� 5'SET AC ---- --- J. 12 / 0 \ \ NT— 7TH-22' EMENT LOT 12 LOT 13 1 OT 44- L0T LOT 1 1619 SF d5 4" 8' \ \\ \ 2354 SF 1780 1682 SF 1591 SF 1599 S 177 SF CLUS 24' LOT 10 8' 22-74 SF :\ i . �T 26 / 8' ��� 1A 21 4 SE 5� tsg I1 / 06 6 ----------- --- a' - --------- 22'I I 0 �d5 �OP' . 40' / / 1 / 8„X47 5' SETBACK LOT 9 ' STGRAN 8" CLASS 53 5 ° r / 0 6AD NAM , DUCTILE IRONTH - 22' T R15' SIGN (TYP•) • WATERMAIN LOTS V , WO SF 8^X LOT 6 / TEE 8`8$ 2161 SF / L0� / MAX. 25' SETBACK z R57. y 33' COMBINE 1�24 SF Q 02 �, A.C§A SEWFR' a FL AND WAR 5Q ' O \� SEMENT w —1(fi / ® 3 / / •% �9,4T S EGG MM w W_ / TF29AL FFER / / X \ d N Lu / / 2' / ap e % '/,• LOT 5 �'• :, 9. .. w J_ FH % 14 ' IT. 2190 SF \ g> ° ° ° SqN T Q I— / "NO PARKING / LL FIRE E" c \ 91 6S N / 0 -.18'' 8" DIP \`,,' " • z X 8„X6" \ \ STOP mb TEE- 25' V A O U ROA"AME \ ° \ \ O MANHOLE PROPOSED ' BLOW -OFF' 20` ::. S (311 (TYP.) SSEMBLY \ °, UNDER SOUTHWOOD 8" CLASS 52 \ NOTES: ^ \ 22' L VILLAGE 1 DUCTILE IRON \ \ I..L s' r \ 1. MAILBOX LOCATIONS TO BR COORDINATED / 1604 SF \ P a p SDP202000048 4W\ ERMAIN \ WITH THE POST MASTER. / / T ' �� / \ \ 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & Q : G.V. 5iTH - 22 C\ MILL D OVERLAY \ / / 6 GV 8" WATER I� EASEMENT PLAN FOR INFORMATION ON FHA LOT \ O�y\�' IN ACNCE \ PROPOSED EASEMENTS. / / 16� SF 2 'y� PROPOSED UNDER VDOT�SFD. WP-2 O / 17.5' PRESCRIPTIVE 5' S�$ACK SOUTHWOOD \ 3. ALL WATER/SEWER SERVICES CANNOT BE EASEMENT ESTABLISHED IN BLOCKS 9-11 UNTIL THE O \ ` 20' VILLAGE 1 / � (TYP.) / ` \ SDP202000048 \a" � � � / \ � VILLAGE 1 INFRASTRUCTURE IS INSTALLED, / 13. 2' / LOT2 TESTED, AND ACCEPTED. 1640 SF 19.0 NO PARKIN / 5.25' \ LOT 1/ SIGN OS�Q // 8"X8" Tq& < \ 2129 SF / \ INT IOR\ LEGEND \ \ GARAGE( ) 7 0 4 / CONCRETE SIDEWALK � O 1 7T ° s / \ ' U) \ HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT — / \ 5.25' / / / \ HEAVY DUTY ASPHALT — P0a3 roe No. CLASS B TYPE II TRAIL 47036 SCALE 1"=20' SHEET NO. RUBBER I KEY PLAN 0 20' 40' C4.0 L I I LEGEND _ — — OLD LYNCHBURG ROAD NOTES: STATE ROUTE 631 1. MAILBOX LOCATIONS TO BR COORDINATED WITH THE POST CONCRETE SIDEWALK (VARYING R/W WIDTH w i MASTER. EP _ _ 30"CMP W/END SECTION I I I 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & EASEMENT PLAN HEAVY DUTY CONCRETE _ _ _ — I I FOR INFORMATION ON PROPOSED EASEMENTS. — — — — — — — — — — — INV.. (/N)=442.15' I I 3. ALL WATER/SEWER SERVICES CANNOT BE ESTABLISHED IN LIGHT DUTY ASPHALT — — BLOCKS 9-11 UNTIL THE VILLAGE 1 INFRASTRUCTURE IS — — — — — — — — — — INSTALLED, TESTED, AND ACCEPTED. — — HEAVY DUTY ASPHALT /1 e • ` — A'' '_ ,•o' ■CLASS B TYPE 11 TRAIL '.e521L•5E:2:2 1lI� , RON RUBBER ��lwftl &0 f- I R - iWAWA k #Am�. woMEN E �► — �r`n>\\\\\\\\\\\\\\\\\\\\\\\ \��► \\\\\\\\ a_ �� l� ���, ���� ■ CC -Lu - �■Lu • — 0.1 PARKING900 BEND NU PARKING 2 1 0' FIRE LANE" ` x OMEN 10 —TAWIF PAD FOR (1) 16 DOOR ma-mmum" CLUSTER MAILBOX MENNEN LOT 64 LOT 22 LOT 24 1690 SF Hill ����� �� I■■■■■■■■■ 11350 SF 1 rj , , air .■■■ : ■�«;', - /� - 9 I 1 1 1 ■IIIII 1 GARAGE III® I ■lin DATE NOW • 1 , 1 , • �<i 1 1 DCCC.. . ■►,� �I , ■ ■IIIII E3S ism 1 IIII■ , • 1 o 1 ■■I M �7�A 1 1 v ■�is� • i�ioi�� �Ia 1 --- --- ---� �I • , i • ODA -�:'o_ ' , ■IIIII 111■ ' 1 B. cicHocKi �I a IIII �; ..,., ■IIIII �!NO PARKING TI LOT 5�,1p - ■■ i 20, Typ.- OT 59 FIRE LAISIGN TI 974 SIF I I P� / TI ULF — , I . v v. lI/of i1 _� • -DEII AND TER • 7TH-22' ROAD NAME z STOP AND ct� • ' �1 `� • J •�. 1�II `� • .11--LOT•LOT 49 LOT1 - ■ �1 ■ , • • _ _ _ ■ ■ ■ ,2710 s AFAV _ 10"Ar AV __ `- � ■__�_ _®fir � . � 1 1 111 1 •, • • L ---- ---- --- --- ------------------------- I-------- ti 1- • • mt.-- RTA • 0 {� 1 y �-lef(c l� 1 IClol�� WAP • •• , , 1 III • .,. 1 1 Mal. • . _ 1 rr �61�® :• w�gil'�� ��I:'iol� � 1 J a ---------------------------- ———--� ----------------------------------------------------------------------------------------------------- — I I -------- ------------------------ I ----------------------------------------------- II °/ OLDLYNCHBURG ROAD / STATEROUTE ID ---------------------------------------------------------- I�I / / --------------- (VARYING RAN WIDTH �P R1 "NO PARKING SIGN _� �6L / •1 e I• •I •• e e . 1 H / � PROP`0 6 P VOO MOM 8"X8" FHA REDUCER TEE "NO PARKING FIRE LANE" SIGNS ------------ 8" WATERMAIN 30.5' COMBINED ACSA SEWER AND WATER EASEMENT UNDER SOUTHWOOD SAVILLAGE 1 SDP202000048 s b 8" DIP WATER MAIN PRO DE S UTHWOOD VILLAGE 1 SDP202000048 G 1, \ fc--` KEY PLAN \ UFO \ °yT\ \ °yT-1 Bryan D. Cichocki Lie. No. 53741 m E 0 0 M u N � N 0 > E v E w Q LL o 3 p LL Lu V oMo Z —n w O rn O_ Lu ry V W U Z f Fa -I U ? �i { ) Q w LnS ry Z 2 2 =v>m O �� F °N > 00 wM Lu UU 00 00 0 ��� 0 O O o00 w- r r F Q z 0 DATE 0 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' IL Y 1■` U OQ ' m NOTES: J 1. MAILBOX LOCATIONS TO BR COORDINATED H WITH THE POST MASTER. Q H 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & w J EASEMENT PLAN FOR INFORMATION ON PROPOSED EASEMENTS. Q 3. ALL WATER/SEWER SERVICES CANNOT BE < ESTABLISHED IN BLOCKS 9-11 UNTIL THE p VILLAGE 1 INFRASTRUCTURE IS INSTALLED, W of TESTED, AND ACCEPTED. / n LEGEND UU 0 CONCRETE SIDEWALK ^ } HEAVY DUTY CONCRETE L� JJJQ LIGHT DUTY ASPHALT C) HEAVY DUTY ASPHALT0 O CLASS B TYPE II TRAIL O RUBBER 2 IO^, v NPO 93 JOB NO. 47036 SCALE V=20' SHEET NO. 0 20' 40' C4.2 L B/SCUITRUN 0 \ ■ ------------- CENTERLINE , o y\ � / ■-------_------ ° WPO BUFFER \� \ / ■ i o �� \ \ / o \ / ■ � �GP UGP ' 'GP °0 \ �' / / / �' / — ■ GP---------------------- /--Oap —T =�{ ---OH — ° OHP— 1OH IL—OHP--� — `--_-- 0 / / /' / / ♦♦� O.H ELECTRC TV ° / / / / / TEL ° / ♦ L/NES Bryan D. Cichocki Lie. No. 53741 ,'/et/Zr 0' / / // // ♦1 010 E // / ♦♦ N O / ♦ ♦♦ // w > E ° 'E �o $ / / / / / / ° / i ♦♦♦♦ / / v w 3 0 0 / / / / / ♦♦I / e / ¢ LL o 3 to 0 0 / / / / / ♦♦ / ..a / w Lu an O / / \ ♦/ / / O_ N r a ° \ C W U 0 aaO / / / ° A. 3 O � vUi °, o FEW EFFECTIVE / I�♦ d d I = x / / J LL W 00 0 zONEA / / / ////♦ / m I o<�� 0 tiff 0 , a FLOODPLA/N / / / / / / I = v > O_ W W 100YR FLOODPLq//V pER 00 , ° / / // \ I c ° / / ♦ I I Nry w 00 LOMR CASE NO. 21-03-0029Po ° ° ° / / / ♦ / I (UNDERREV/EVI!/ , ° 0 O/ / / / / ♦ / / \\ I I d ° ° 1 / / / ♦�of 0 0 L / // ♦� \ I a I00 0 I / O 500YR FLOODPLAOV PER° , ° / / / / ♦// ° \ — I L MIN CASE NO. 21-03-00�P 0 m / / / ♦ — — — — (UNDER RENEW) ° /// // ♦♦0 / y LOT 25 II °°' I 100YRFLOODWAypER o0 ° / // / ♦♦♦ LOT 21 LOT 23 0 / I T 8 OT 1 LOT 20 LOT 22 LOT 24 1690 SF I / (UNDER REVIEW 1-03_ ° ° / / 350 SF 1350 SF 1350 SF 1350 SF �1sP ° / / ♦♦ . I 182 F 50 SF 1350 SF (UNDER REV/EW) ° , o aAO / / /♦♦ / / .. o O O ° 0 0 0�1� o / / OT SIGHT/ / / / / / / \ / _ I / _ 0 0 / DISTAN��E / o , o ° / EASEMLNT / . 0 00 �� / / / •N ti ° ° , ° ° 0�°d� / ♦ / / / / / / / ° < I ° w Lu N N N *vp �° 0 ° O ° �O ��� ♦♦ / aaa;aa R3 n rn ° L / / / RT I S 0 0 / / / / \ d DATE o ° MANAGED ° o / / / / / C�' . a a SAN SAN SAN S N o ° STEEP SLOPES o / e/ I° 0 (TYPICAL) 0 0 Cfid��� / / / / / / / / / / +00 - - - - 1 + - - - 14+ 0 7°3 7'_E 14 0 I > 0 0 ° o 10 0 0 0 // // / . ' LOT 72 // \\/ /' / / \ ,�_I�_ - --I— 15 .35 ------ ----t-�— I -�0p 3, 0 111812021 0 0 ° o° o o ° / / / / / / 7020 SF // 8'W 8,.W 8" ,\` `, } DRAWN BY 0 ° ° 0� / / / y . ' / / 16 — — — — — — C. GAYNER °° OyoO/a° '� \ \ 1 RT • DESIGNED BY ° fro ° 0 / / / / / \) �tiX� 1 I • C. GAYNER °o °°°° °°°° // / // // / s / d �/ 1. �� \\ \ SW E CURV EET SW BAY ST EEI� • / / URVE CHECKED BY ° ° ��� / oP0 / // / / v2 d / \ \\ I = " 3 4 19018'47"I / • B. CICHOCKI ° �oo� 000d / / �Q �3'` �d` / / / / / / RT \ R = 92.00 R 112.00 I / • SCALE 36' COMBINED I T = 31.87 ACSA SEWER o ° ° / Q- tc, \O / / / / 32' cfa�iBINED/ . \ \ 9.06 / �JJ� / / / / USA SEWER d^ / \ \ I ❑ / • 1 "=20' q ----- AND WATER — — — — — --- 37. ° ° / / / / / /AND WATER / / / \ \ \ L = 61_37 _ _ ° o 0 0 a�O / �G Q- /� / / / / EASEMENT — — — — — • �° / / o��Q ��/ ' / \ PC = 12+5 07 = 1 +73.7 LOT 71 d r;/ / \ I LA LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 PI 12i b2.7 00° °00// �P rrr rr/ / / % \ 7140 SF �a� /� LO�T\\ P "188. 41780 SF 1682 SF 1619 SF 1591 SF = T5+711F 1599 S 00 ° / ° C / W/4 SF . LOT 26 o O ° O , ��0 0 ; \ I 2154 SF IL cb ° o / ° / rr / // / / LOT 9 , 1752 SF V , ° LOT 81670 SF / a / ro LOT 6 / / 2161 SF , LOT 7 ° U �a/ R57.49' 33' COMBINE 1624 SF R3' �/ �gd.ASEWER W AND WATER O Q / / \ SEMENT vv J / �w Q J N .:. W / / LOT 5 J d S m 2190 SF / °> ' SAN ao .. 1� � Q / \ SPN / 'w^^ 0 0 OU / O VDOT CG-11 \ \ 9 LOT 4 I Q ENTRANCE / 1604 SF \ \ LOT / 1611 SF R25's9?��� / \ \ LOT 2 / \ \ 1640 SF %� JOr \ j / \ \ LOT 1 5� < \ \ \ 2129 SF ON /01 JOB NO. 47036 .�. • .. /• .. ' . ° / -I- \ SCALE 1 "=20' SHEET NO. KEY PLAN 0 20' 40' C4.3 L Bryan D. Cichocki Lie. No. 53741 IGP "GP GP J IGP GP ----------------ss C,ti — — — — — — — — — — — — — — — — — \ GP \ \ / SCALE 1"=20' IONAL ------ G �II�� _ �P— — — — — oHP— — � OidP— GP %OSG ----------�---OHP---- v 0,,,— 20' 40' \\ \—oHP-----off----- -- — P— ---oH — — o P-----oHP--Gp � KEY PLAN -- �_ \ \\ OHP OH N u M — N C �\ TELE. VAULT O.H ELECTRCTELE. T \ \ > E LINES = v E / — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — w . /ui U. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I QJ V 00 z a —0 // //----------- -- 1 M u 30< n / w I I o= =N z ti ti R5' I R5' Fv¢� i� A I ^ o w U U 12+-100 - - - 12+-- 50 of i - - - i N22 9 19_+-- - +50 t- - - -----I I _ FLORA VIEW DRIVE a O W J R18' ' 00 I / FLORA VIEW DR E a M a In I I R18' L T64 ati� R5' p I / I A37 °00'00" 2 1 1 43 SF I 0 3>> f 21 LOT 23 LOT 25 R = 28.00 LOT 70 = LOT 22 LOT 24 II I l _ I 1 LOT 28.00 1844 SF o 0 SF 1350 SF 1350 SF 1350 SF 1690 SF I / / — I L - 43.98 1 W W C N I / / 1350 SF > = i LOT 63 I� LOT 619 a n rn I / LOT 33 oI� e�r711+27.70 1310 SF +0 1384 �F z0 I 1687 SF e I a II otw 'P4185 j9p+55.70 B I > DATE — — — — — — a ,> I PT 11+71.68 111812021 R3' \ LOT 35 \ IIr 1 v 1 0 SAN S N I s \ 1350 SF LOT 36 ' 0 z ' DRAWN BY I I 1 LOT 62 C. GAYNER 14 0 7LL °3 7^E 14 0 _ _ I 1350 SF ' I I I LOT 68 15 .35' T �00 3' LOT 37tlL— Cn Q DESIGNED BY - --+ - _ 15+ l' I 1310 SF o I 1384 SF 8" I 1350 SF LOT 38 z I LOT 56 1 m� • I R \y\, \ 1350 SF - 1485 SF i I N 31' COMBI ED ACSA • C. GAYNER T 39N W SEWER A D WATER • CHECKED BY I RT \ �6 so �S \ 130 0 SF LOT 40 / ` z I LOT 5 I d 3010 SF I �' EASEMEN LOT 67 k e„w \ 194q gTg �� 5 I 138 SF • B. CICHOCKI SW AY S EEI� \`� \ \ 1814 SF > 31' C06iIMINED ACSA I LIT 6o � � I • SCALE I, / \ / SEWER AND WATER I � LOT 166 • 1 "=20' A 19 ° 18'47" I / 8„ �s+oo N AN 1 EASEMENT 1 T 0 z I I 13841SF R 112.00 1 1 I I • 19.06 --- I / \ 1 • — — — — — — — 37. �, '\ 16+ SAIy LOT 54 T� — — A SO \ R20' , 37. / \ \ 2285 S — — — — LOT 59 I I LOT 16 = 1 +73.7 1974 SF I I LOT �i5 1 _OT 14 LOT 15 i / y I I Q� 619 SF 1599 S PI 1 TJ24 \ '\, SAN 1591 SF = �771 �F ,--_ LOT 26\ \ R1 O 0 I , 21154 SF \ `\� 6 +5 SANS SAN 1' I' I��Rv a ° q 18+00 SAN SAN R18' R18' II / LOT 27---- 8, -�------I - --�-------+-- _ 19+00 19 § S S N T� ' 1600 SF \ / \ — — „W 8„W S1�VEE B8Y19�EET — --- + LOT 28 1601 SF — a e. ,� � � \ 36' COMBINED ` O — — 8'= LOT 29 ACSA SEWER 8 W 8' AND WATE 1601 SF LOT 30 RF�SEMEN / I WEET STREE- 1602 SF LOT S A= 1 °09'47" I I 1 1602 SF / I I O Q R = 1 0.00 J � a LOT 32 / 34' COMBINED I I 2113 SF T = 1 .09 ACSA SEWER LOT 46 1 I ����//''�� J Z W L = 2 .96 AND WATER W / I C= 2 .84 -- �As 2146 SF I I I I ---- ----- Z Q _ _ _ _ I w LOT 41 PC = 7+ 13.92 I � I I — — — _ _ _ _ _ _ m a ° R/2p/VRO / 2039 SF L012 1 + 3 I— ° q0 / 1575 SF F LOT 44 LOT 45 — — — > ° ° r-I a 0 F' T _ 1600 SF 1613 SF LOT 47 LOT 48 LOT 49 LOT 50 LOT 51 LOT 52 p Q w i i 2181 SF 1670 SF 1683 SF 1696 SF 1708 SF 1696 SF 2710 SF w LOT 53 SAN ° I I I I U) z I1 I I Q o T ° \ \ O PROPOSED 6P VDOT R/W \ I \ I I I v Joe 4. \\\\ / I I ' I I I I I JOB NO. / \\ \ \ 47036 L I I I I SHEET NO. C4.4 OLD LYNCHBURG ROAD STATE ROUTE 631 w (VARYING R/W WIDTH I EP 30"CMP W/END SECTION I I ---------- —__------- INV..(INJ=,d.49 L ----------------------- ----------------------------------------- ------------------------- I -------- OLDLYNCHBURG ROAD STATE ROUTE 631 ------------------------- (VARYING R/W WIDTH ------------------------------------------------------- -------------------------- cr — — — — — — — — — — — — — ------------------------------------- --- T— — _ —OHT — — — — — — — — — — — — — — — — _OHT — — — — — — 'OH T _ OHT— — — — — OHT— — — — — OyT� — Fit GPI Y'rTELE VAULT O -- " �� • \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - a - - - - - - = -- aH EC T \ .. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----1 d r--o---------------------------= �---- \<�HT� a —..� ..—..—..—.. ........ _u I I \ 0 O.FLELECTRIC TELE&TV \ _ - LINES OHP� R5' �. 12+50 I 13+00 N27°37'47"E+50 - - -�- - FLORA VIEW DRIVE 14+ �- - I II I 18 \ ��— 279.19 _—_ o \ — -I i--- I -�—� W I I ' R18' R15' R18' — 8 ' o LOT 64 1743 SF LOT 70 1844 SF ■��il� i�oi��G I. • _ • • III, ,� • ■ �ii�a�is^',�C a LOT 62 LOT 68 1lll� 11384 SF SF �ll�ii Llo) 31'COMBIIIED ACSA SEWER AN D WATER ills • ' • gig 1384 SF a II. LOT 66 1 138 SF r r Ito,+11 IM1lv1J � 1� . Ill, ME • r/ i � � � -• 1 11 1 •7 •T 49 1 LOT2181 •• SF 1 SF LOT 51 LOT HOB PROPOSED 61' VD_ O`� J 6 JI o�0111111 0 30.5' COMBINED ACSA SEWER AND WATER EASEMENT SWALLOWTAIL LANE CURVE A = 8°46'29" 1 R = 126.22 T = 9.68 L = 19.33 C = 19.31 PC = 10+22.17 PI = 10+31.85 = 10+41.50 s e e r� HORIZON ROJ CG-11 ENTRANCE I SqN 5' ----------------- --------------------------------- --------------------------- C) I - Q/ G) ----------------- I�I - ---------------------------------------------------------- ----- C Q -71 \ GP // UFO � -,k- - \ OHT\ p OyP-�� \ \ \ 0HP-1 \ \ O/yT-, O/yp—� \ \ KEY PLAN SCALE 1"=20' 0 20' 40' Bryan D. Cichocki Lie. No. 53741 /0/$/Z r M E 0 o N � N C > E w v E � w w 3 Q U. 3 p LL j V moo z — in O rn v� W Z �O Ax (n Lu U-)x =N z 22 =vW O LuLLJ F PN > 00 wM of UU 00cz 00 o CL 0 O O > 000 w Lu F N\\ Q^\ z O in DATE j 111812021 O DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' TI 0 TI 0 pJpwz LL L T I a 0 LL Q W O (f) z � 0 0 U ^2 0 C) 0 0 2 � 0^, v JOB NO. 47036 SHEET NO. C4.5 L TO BISCUIT RUN o -------------------- F LEGEND CENTERLINE , 00 WPO BUFFER STORMWATER FACILITY EASEMENT ioo-o� PUBLIC DRAINAGE EASEMENT ° \ , 0\ � \ \ � � / � � � IGP "GP \ i / --------------------------- Bryan D. Cichocld Z ® PRIVATE DRAINAGE EASEMENT 1 / ^ ■ ��-------------------- lie. No. 53741 I1----OHP-- —�� ` _�NN� °DTP= ----°HP— �f0 ❑ PRIVATE & EMERGENCY ACCESS EASEMENT , L — OHP— — OHP j j / / / / �' — \ ` — — — / cy \ �S`SIONAL E�Cs 00000 ° 0* / / / ♦♦ 10' PUBLIC O.H ELECTRC TELE. TV rF ACSA SEWER & WATER EASEMENT o / / / / ' ♦I♦ ACCESS LINES 04 / / \ / / / / / / ♦♦♦♦ EASEMENT N E / __/_ __ // N C / __ ' // __ --f-- / �♦ 10' PUBLIC / PUBLIC ACCESS EASEMENT dot EX.24"HDPEAPPROX LOC. — / `0 N a / / / / ♦♦♦ ACCESS = ° E WATER MAIN ACSA EASEMENT �0 0 $ / / / ♦♦ EASEMENT // v 3 �0 0 0 / / / / ♦♦♦ / / w o ° ° / / / // \ ♦♦♦ // ° // Q W V 00 Z ° / / \ W /Jy —mm O 0 9 / / / / / / C7 Lu M o aap / / zF+Jv °, o FEMA EFFECTIVE / 20' PUBLIC a° ° a. 4 d I O x u ° / / / / / / / / \ DRAINAGE FT J LL w 0° ° ZONEA // / / ♦ EASEMENT " I I o < p ti ti o , ° FLOODPLA/N / I c c / ♦ I 110' PRIVATE _ ¢ z0 Lu Lu ° 0 c / / \ F n 100YRFLOODPLA/NPER 00 , 0 ° / / / / ♦ 10' PUBLIC I I DRAINAGE LOMR CASE NO. 21-03-0029P0 ° / / 1 N ON N ° o / / / ♦ / \ ACCESS I I EASEMENT w M w U U (UNDER REV/EVIlj , ° o / / / / EASEMENT I I Q. ° ° o / ♦�♦ / / /♦ \ co °° / ♦ I I I I __ I �o 500YR FLOODPLA/N PER° , ° / / / / ♦♦♦♦ \ \ I LO4 CASE NO. 21-03-00 °— (UNDER REVIEW) , o ° // / / ♦♦� e \ LOT 25 1 I 100YR FLOODWAYPER o ° 0 / ♦♦ \ LOT 19 LOT 21 II I 0 Zww LOT 18 LOT 20 LOT 22 LOT 23 LOT 24 1690 SF LOMRCASEN0.21-03_�gP ° ° � / � // 1350 SF 1350 SF 5 / ♦ \ _ 1350 SF 1350 SF 1350 SF (UNDERREV/EW) ° , � o aP° / / /i♦ / • \ .. ; 1822 SF 1350 SF � ° o , °�1� o / / OT SIGHT/ / / / / \ 0 0 0 / DISTAN�E / / / / \ / 0 0 a o° EASEM@NT o I .Q / / / . F ° oo d0 / / q poo 0�°'�*���° ° °oo�/// ''� / /♦ /// //// . l l I �l l I l 1 1 117-7/,/-F l 1 / 1 1 / / l l/ ° l 1 1 I o �r 0 o ° MANAGED ° �o0 o / /SA / I.y/ / lS / DATE 0 STEEP SLOPES ° �dya'� / // / e / / / / / / / 41 0 0 0 (TYPICAL) 10, 0 0 / / 1 / / / / / / / / / / / / / / / / / / / / / / / d I/ / / / / 0 o 0 0 0 0 / LOT 72 , \,/ / / /• l l l / l l l / l l / l l l l l / l l a / 1 1 ,/� p 111812021 0 0 0 / / / / \ a / / .� / / / / / J, / / / $/ / / / DRAWN BY �° 0 ° ° 0 / / // // 7020 SF / / / / / / / �0 ° o ° ��� o a�° / / / / / � : 6 . � ° / / ° / /' / ./ ° / / � Pal S / C. GAYNER o y o ° ITT . / / / / / A / • DESIGNED BY o0ar�� 000° / // /// / �� / / / -// / /. / / / / I l l l • C.GAYNER 00 o o / / / / 4' . / / / / \ I i I J • CHECKED BY 0 0 ° I / 0 0 0 ° 0 / Ap / / 2 a :. / l l / l / l \ d ' I I / • B. CICHOCKI ° ���C°� /\ 36'COMBINED I • SCALE 0 00 Q 32'CILIGBINED / / J �� / / a• / / / / / \ ACSA SEWER 1 / 1 "=20' J / A(ESA SEWER / / / / — — — — • o ° o o ° o °/ / V� O / / / /AND WATER / / / / AND WATER ° �� �� 1 / EASEMENT -EASEMENT — 0 0 '� G' / � . a d�0 / / / �� SlP��/ / LOT 71 / / / / � / / / / I LOT 11 LOT 12 LOT 13 LOT 14 I LOT 15 I LOT 16 LOT 17 III / • • 0� o�`' / Pam/ a.. / / \ 1780 SF 1 1619 SF I 1599 SF 1 0 0 / / �/ 20' PUBLIG, 140 SF d5 / / / •\ 2354 SF LOT 10 1682 SF 1591 SF 2177 SF ° 0° / / / / / ASEM1`NT / / l / (l l l y ° 20' PUBLIC 27-� \ . 1 , / LOT 26 DRAINAGE 0 0 / / / /� / / / / / / 0 0 °� / \ , / / DRAINAGE 1 ° 10' PUBLIC I / 2154 SF0. OZ5 0 o a�' / \ / / \ / / /. / / EASEMENT 10' PUBLIC 9 ,• ♦♦♦ o �� / / / / / ACCESS ACCESS / EASEMENT PRIVATEkEMERGENCY o / 10JBLIC �t CESS / // // AC ESS EASEMENTS / O 0 E SEMENT / / • \ ALONG FACE OF CURB ° / / / / / / / LOT 9 ��• ..,• ;. : • .. ./s • :: ° '•° ''! j. e.' a' q s. :a�• . 1752 SF ° ° / 5, •..... R 0 / / / a / / / / / LOT 8 LOT 6 1670 SF 2161 SF LOT 7 33' COMBINE 1624 SF U Z �C§ASEWER W a WATER O Q > SEMENT by J \\ / r LLj Lu LOT 5 ° w 2190 SF / / / / SAN Q �Lu .. w }O Q O'ZTORMWATER / / / / / ~ Lu CILI Y ACCESS EASEMENT / / / R25' / \ \ O \\ \\ T. O LOT 4 ° 5 \ \ m J 1604 SF / �P� � \ / LOT \ NOTE O / 1611 SF :' /' R25' v,1,�,� / \ \ \ THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE / e• °•' / O CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT \ \ v °•' k INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT\, LOT 2 ��J �d \ J PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND 5 / \ / 1640 SF ( / \ FOR USE IN RECORDATIONS. O° \ LOT 1 \ \ \\ \ 2129SF PIF 4 \ / /JOB NO. \ \ \ \ \ \ NPo a3 47036 SCALE 1 "=20' \ •o a �/ / / \� \ \\ SHEET NO. KEY PLAN 0 20a0' C4.9 L • •ri !OVIDED FOR INFORMATION ONLY TO ENHANCE WENT AND PROPERTY LINES. THIS PLAN IS NOT SCALE 1 • �'• • o • • • • n _ ��/i�v 0111 11 ��I n • • - r IN 111111 MINIM MA IIIII —==--————� ----—— -- ``wow w �i w �i w w��• ` w w w w w o a w e � w w w .� w w w w w w w� w w w � w o w w w� w� \ ------- - - - - -- - - - -- y �1 %/N/I-I/III-/.I%/I-I/I10111111114m II%mWIT 111111 �rT.� ��'�_'� � 1 � _ �; \ • �,—_�,I .. ��/ /jj�//�///�/ / � Ill L . 1 Iv" e o00 0"IM I INN MI LOT 64 7-7 oo IT43 SIF li 20' WI MAIN LOT 70 LOT 2 1 1SIF 1 1SIF i `. ♦ � 1 1/ 1, , .I ,e1 1\ � �So,, �,l%I� , ,Ic��� - ►1 ' / � III, 1 —DRAINAGE �_• 1 I—�1 ' ` • ' �`i\I �.. nr; �IIII O,y\`\ I'(o, II 1 II �► ,,,��! �IIIII ( - illy ow .. ��'illlAl1485 SIF111812021 ,I�i r �I�r � ���II� � •�a11�IfYI1/Illf„� .Y=I/YYii��Yi1t%i•:Mii���f/�7YIIIAIIi •I�11e ' �Il�oi� II DRAWN I/1/�II dN IEKNI JINN /1IN�0010l © 1 ♦ �;;;�I �,«»� 1 . - —111� I J Allel 1 _ DESIGNED BY �Q a' 1 11eLOT 56' _/ •, rNN��H UNIANA : N� ��►- : , , - OQvr,,, , • �I,II� I I �. . . SEWER AI D ir1� N �� �� �S�i c .. �� o���� Ib-�iA • �:ii�� ► • LOT 67 WATER �Ill,i �II� CHECKED BY 1 . iwilt � ^Ii� l If►'`A� Lid • 1 pei`r.� I � •��;;iirw/iiii•�iii:E�;�C `� �/ ��� iDt� ,vim I•�-• 1384 SF B. CICHOCKI d/,� Dopes, w,, _ � •.,,•�,, _.. III �IIIII � �y' \C��� DD���V�� je��l^I, � - �C�i�`��,,''� • rr �ie�:' :►'i�i�� . !�Ai 4i �'� rl 111� METI . tj .,,v mow, "I�� w LOT 16o974 SIF � •1 / �9 �`������►��Q����� �c� �'- .�� .m,.�� �►.ram �•. ��_ -� _ .I �• ♦1 v � Gam• �s -. WAVE �apaf, ��,S=�s:;� . `•NMI LOT 2 �A�'-N= ►gip --- y. ��!�N►� N, TI MI AA LOT 41 2039S LOT rI ® O .11, • • _ , ■ • • 1 LOT 52 will e — LEGEND -•• I • I• �, )RMWATER FACILITY EASEMENT �• ,PUBLIC DRAINAGE 1 _PRIVATE DRAINAGE EASEMENT D PRIVATE & EMERGENCY ACCESS EASEMENT /_ ♦ T�� . • NIACSA SEWER & WATER EASEMENT JOB NO. WATER MAIN ACSA EASEMENT PUBLIC ACCESS EASEMENT 47036 L I ----------------------------------------- ------------------------- I-------- ti ------------------------- ------------- OLDLYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH EP -------------------------------------------1 —OHT — ----------- — — — �OHT UGH 'OHT� OHT— — — — — OyT r-o P----- �—OHT----- \ ii HP— — U — OHP— — — — — OHP— 31' STORMWATER FACILITY ACCESS AND PUBLIC DRAINAGE EASEMENT 1310 S LOT 62 1310 SF LOT 61 I I 1310 SF LOT 6 � 1410 S I I OT 5 974 S PRIVATE & EMERGENCY ACCESS EASEMENTS ALONG FACE OF CURB 10' PUBLIC ACCESS EASEMENT `r'�'s'�4 is � I 0� _ I d.' �' ' --_ LOT 47 LOT 48 LOT 49 LOT 50 2181 SF �1670 SF LOT 51 LOT 52 L 1683 SF 1696 SF 1708 SF 1696 SF LOT 53 / H 5N READ PROPOSED 61' VDOTT/ 10' PUBLIC Oh'T\ ACCESS \ EASEMENT \ \ \ OyT \ VARIABLE WIDTH STORMWATER FACILITY ACCESS AND PUBLIC DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENTS TO COVER ENTIRE PRIVATE ROAD PARCEL 20' PUBLIC DRAINAGE EASEMENT 20' WATER MAIN ACSA EASEMENT 20' STORMWATER FACILITY ACCESS EASEMENT 30.5' COMBINED ACSA SEWER AND WATER EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENTS TO COVER ENTIRE PRIVATE ROAD PARCEL = MANHOCEPROPOSED— UNDER SOUTHWOOD FSAN ILLAGE 1 SDP202000048 s \ d 1 i d d X/ --------------------------------- ----� i --------------- i i /.' z, \ n; r %/ UFO � 14, - \ OHT\ \ \ OHT\ \ \ \ \ OHT\ Bryan D. Cichocki Lie. No. 53741 ^� E 0 o N � N C > E v E w � w w 3 ¢ LL 3 � LL 0 wo �� j V 2 Z w —n O rn W w Z f U ? 30V)Q w oa "r Q = �Qti U-) S ry Z 2 2 =v¢m O �� F PN > 00 wM L UU 00 00 2 a a o ��� 0oo F W p N\\ O O F Q Z 0 DATE (/) 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' • �J T 0 ' 1 T� V z LEGEND � V STORMWATER FACILITY EASEMENT 0 ; a El PUBLIC DRAINAGE EASEMENT m wJ �z H ®' PRIVATE DRAINAGE EASEMENT Q m LU ,mLL aw ElPRIVATE & EMERGENCY ACCESS EASEMENT O Q 7 ACSA SEWER & WATER EASEMENT ((( %%u � O LU cz U PUBLIC ACCESS EASEMENT z T. 0 m mWATER MAIN ACSA EASEMENT C) 0 0 W Vv l SAN \ 2 w WY. y \ 0 ° y y O y NPO �3 JOB NO. ' SCALE 1"=20' 47036 SHEET NO. KEY PLAN o 20' 4oC4.11 e d' HORIZON ROAD 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. L NOTES: _ \o \ \ / / / �' /� 1 ■ / I -------1--------- 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS °\ \ \ / / / / / �/ \ ■ / 1 / - _ - - - - -1� TH O AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND , r WPO BUFFER I \ \ \ / / /� \ / / / \ ■ l - \ ! ' 1 DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING ° R \ \ / ,' / f I - - \ ■ / / ' I / / _ - % / ' / / , / / / / `� �r TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. o° 1 \�� \ \ / / / \ \ \ / \ \ -s ■ GP UGP o 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE DOWNS. Id \ �\ \ \ OP1 , - ■ / GP / - Bryan D. Cichocki z / i ' ■ / 3. WALL HEIGHTS OVER 30INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE °/ // / \\ / / \ LENGTH: 27' I / / ' ' ■ / / ' / U lie. No. 53741 FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING WIDTH 1: 6' _ r PERMITTO BE PROCURED BY THE CONTRACTOR. / / / / I WIDTH 2: 9.6' / / OHP- -♦ / -/- - - OHP_- - - - - OHr� 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENTAND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH 4f 1 / / 1 " RIPRAP CLASS I �- - ` OHP�- -, / / 0 \ TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT ° - / , -� OHP- 1 / - / ' / ' ,' / / - - SSIONALQ L - OHP- / / NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, / .0000, _ 1 / PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, / /'_ - / 1d2 \ / / / ' �� ' / / OHf�f TRCI TELE P SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL / , / / - L/NES _ CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END r / \ / / ' \ , , / / / ' ' / - ' _ _ - - - - o E IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING ,' /� / _ _ _ _ _ _ p 1 / / ♦ / / ' / , - ' - N SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN / ___ /---- -f-- / / / ♦1 /' / ' ' / / _ - �¢ o C - �-------------- \ \ \ \ ♦ / / / / / - > E ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS EX24/'HOPEAPPF70X LO_ _ / STROLLERS OR BIKES. I / ,a / / E Lu II° / \ / i i _ w 4 0 \ DR'y� \ o rn O 04 r ° FE/lAA EFFECTIVE / / r / / / / ' �\ / �� z Al 461 / o T A / / J / o 1 ° . °� ' a, _ a ° - 450.62' 3 O a o / O I O ZONE / / / / ' / i ^. \ \ / e� - >Lu FLOODPLA/N ' / / / / / , / / 0 0 / / � / / \ 1 439.35 .11 � 450 40 � �50.70 , 448,9 '� , ° 449�' m 45 0` 100YRFLOODP , //-- LA/N PER ° o ° ° \ _ a _ LOMR CASE NO. 21-03-0029P° ' ♦ 9 \ / - - ~ M h xv emu? O i � (UNDER REV/EVIl� , / ' /' T _ FFE'49.5$' /FFEa4S0.05' FFE=450.75' FFE=450.95' FFE=451.25' _ ^° N N w U U / °00 O / o /' o ' r / / / ' r r / / ' ♦♦♦ \ \\ \\ o \ \ \ \ \ \\\\ \ \FFE=44�35' FFE=449/75i FF��5�45' as o d r / ��I CCCccc/ \ \ ` \ \\ 500YR FLOODPLAIN PER° , ° ' ' / / r , ' \ \ \ \ qq� �\4\ \ \ \ - ' - ' / _ - - - - - - O ~ / \ /-/ / --r-- ow V O L QMR CASE NO. 21-03-00,JP / 0 T / / / / / // // ' BS 438.68' - - - - - - f (UNDER REVIEW) , / °o'/ a r' r' ,/ / / // // / /' / ♦ TS 1ST /^ ) \ \ `\ \` \�\�\ \ / / _ 0i W W 100YR fLOODWAYPER o 0 0 / o / ' , / / - / - _ _ 45T.09r LOMRICASENO. 21-03-CJ gp / ° /d /' / / /' / / / / / / B 441. s. 75-450.75 a5o. _ - r ,ems �y °� �44 $0\ \ \\ \\ 4 5 \ 4a9 95' 451 A = h h / / ♦� / TS \. \ ��.\' 45 . 450�51 450.75' S0.9$' 451.25'.25 _ _ - Cx.7 O Q Q / _ 34 ° ° (UNDER REVIEW) 0 , pp\ /' ,'o /LSO / r , � ' � a5 1 0 �D/ / 0 / / )TSIGHT / ' r ' / /' B 3. 8.99' ' �� oZ\ter ��: °°_ TC \\\ \ \ \ 49.75' _ °� 2. d d d o / / ` i9 \ ` - - _ 451.40' ! ° T � I ° , / o / / , 0 / / / / DISTAN�'/ 51.84' _ _ _ - x l \ 0 / o o , // EASEM 0 0 \ \ ° o / ° / / r / �07 // ♦ / / / / �/ / / \ / / 448.28' , a 2 \ kp \ \ \ d0�° O �\ \ ` °`°\ ^��\ `L\° �^ �\ - - h� > w r N N * / / // / / r r r ♦ / / / / ' / / j 448. / �¢¢pp\\ \ O \ \ \ \ \ O / O 4 .52� x Q N ,ti N \ o / �O / �,� , - \ /44 / I I \ ° eae a` ti ^ rn r MAN / / r \ / \� \\ \ ` \ \ TC \ o AGED o / � / � / � \ - O \ 0 b\ STEEP SLOPES / 0 0 , / , /.� / / / / / / / / , , / r / �, i , - ' - - - - \ \ \ i/ , 44 / ' / SI 449.20' \ \ \Aff \ ` \ 1 QzAN / S 14 - i_n DATE o�, \ \ \ \ \ \ / - 111812021 1 0° / (TYPICAL) OO\ ,r /r0� / / /� � / / / / , ,/ ,r // � � /'` \ / \ i' 8 / � I I � �� �� / `\ � \\�\ \ \ \ \ y 451. � O Io° ,' / 0° / /0°0 45.- } DRAWN BY �o / 0 /o o 0 r o , / / / / r . r / / ie / ` ° /� l l \ _ b� C. GAYNER p 0 / ��� , / D / / / / � / /� � ' TS 4�.�' _ � \ / /. � d5 1 kC / \ \ _ / o / / // �' / / / / / / / / ° \ \ ° \ \ l - TC DESIGNED BY Oy , / pA /' /' / ' / ' /' / / TS 444.73' / \ \ i , / / C / I I ° ) \ \_ \ \\ \ \ \ \\ \ \ �\ \�451.35 \ 353` 14Y o / / 437.60' \\ r / %. e I 44 50' sty \ \� \ \ \ \\ \ \ 11 / • C. GAYNER 1 / r / t � / I I I ° � \ '� \ o / ° I \ \ \\ \ \ ° / /0 / o/ / / / / 1 // / r // / / / ---A4 _ \\`� \/ / / \ / I \ \\\ \� \\ \ \ • CHECKED BY ° r X ° / / / / / 1 /P 1 / / / / / / / / r TC \ \ / 1 / j I 449.96' 450.59'� ter\ ` `451.36' \ 4�1�6�\ \ \\ • B. CICHOCKI / / / Q \ / / / / / / �17„63 il\ 44 63' / I / o / o / / Q / / / / o / / ' a a / 7450.26' �4 \ � �' / _ \ \ I 9.7$' 1 449.95I 3 DINED _ 451.36' \ \\ \ \ \ ' O / ,p\ / °id`� / s�! / r / / BS 442.4� a-^ � \ / / `_ _ - \ \ ' 00/ °j ,�R' , / .i / / / / v\ \ r R5 \ 'O \ \ \ • SCALE o i / , / / r' JQ `l�i�� ,/ / ,' , / r' / / �' / r / / / / / / / 3y2' Cld ��/ y - - a7a _ TC 16 \ \ 1\ r % aay.75' 1 1 ACSA/SEWED J 1 _ ; \ , , , - \ \ 459. 1,._20' / 0 / o ° / / / r / �� , r / / //GS \0. / �y I - - I AND INATEF'y - - _ _ \ . . / O�� % / ' // (HATE \ 7260/ / - J - - - / l - - � _ r -4 /r ° o/ r / ° ° / / / ' DO !`Q ' �r / ' r / /' / '/ EASC>IVILI� 447?3 \ \ J \° \ / 452 I I �1 / / - �� \ • / �--\ / / / / \ 5 \ \ - d SWM A-5T0 TE�" �- �� / / /� r / ' / /< / ' / �� - aa8.50' / Ay 1 I 3 STAIR 3 STAIRS-,/ 2 STAI ' L�r / ooARCH P FSE TENT/FONJ Ov _\ / / / / / / ,' / /' / / r / _ _ 0 / \ / �p 4 rSTAI (9 6.5" STAR I 6.0" 2 STAIR 2- o , ° , / / `(STE WITH / / / / / , , r / / , \ / d5 _ / A I 6. 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KEY PLAN 0' 140' C5.0 L OLD LYNCHBURG F40AD o i i / ST4 fE ROUTE 6 1 R 1 1 \ \ �TH 0 %l (VARYING R/W WI TH \ II \ \ \ l ---�-��-----J---I---- i 36"cup W/ENO SEC�_ION I I I 11 \ \ \\ \ \ \ INV. (1N)=442 5 \ \ \ \ \ \ \ \ ` \ \ \ ` Bryan D. Cichocki Z lie. No. 53741 .b LENGTH:'11" _ \WIDTH I: � Z'\ GP / G - / SCALE I"=20' ZONAL / WIDTH 2: 10.5' Y?OiG OHP-= - - - - OHS - - - OHP- - - OHP-�- OH RIPRAP CLASS II \ g 1 _ -// / / ' / ' ' ��P ' ' Ge 0 20' 40' SWIM B - ST6RMTECH ARCH PIPE DETENTION \ / Pl / / ,-OFP- ` - ' SYSTEM WITH ISOLATOF W \ / /ADS P-FL() PI TER / / / off / / / , _ - ' ' ' ' _ - ' / KEY PLAN = - pH� s' N / _ TELE b4ULT i Al �/ _ __--�// ----- �/�E L/N_ES_ _ 54' , I' ' I / 03 ° - LU N // / �� ��/ 46� / /'-_ iwW ;6 w v co z c45 \ / / / 46/ 461 462 4�� / �O / ' ' 47 _ / / / w o O 451 v 464T 6 / / ' / / 47 - / a � N ry 452 3 / i / / / / / 466 b . 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O 111812021 j _ _�N I 471 70' 1 474.00 0�0 (n 474.73' 1 / y 1 O / z _ _ 456.75' / TC 455.75' FFE=4 0.25' p. / O I I / / / G� D DRAWN BY \ \\ \ $AN S I� - _ _ - / LL 1 1 5 AIR @ 6.5" 69 8' I I / I / 9 / 451. - o - - - - / ° / 1 fFE=474.75' FF=a7zsa `�. / / / ° / C. GAYNER _ _ _ .1.-d56.7� - �' - _ - - - _ I 1 1 1 1 42.00'I I I • FFE 74.00' 4.00' / 474.74' I' ' SZ.75' ` 1 1 d 1 1 I I I� �_ I / 1 STAIRS 7 '"` "' � / • DESIGNED BY 11H_ LL _ _ 4p2.00' 1474.50' I I 2 / • C. GAYNER 45 . /V - _ - _ 457.75' `498.62' _ - - z o I I 1 I < W / I 47 45' o o J q�5� - _ � \ � 1 I I I I , I 2� I 1 Off\ Q 31 8OMBI EDAF.SA / / ,1• h - 458.65' - _ FFEL47318' I FFE-4752 CHECKED BY ° - ' �jb °I ` _ - _ I I ° / - 74 50 ' 74 50 - . TC 21 1 1 $TAIRS (� I I :5' I W 6 SEWER A f�'WATER • 451 / 45 .38 e. 3-53` b A 96 - I II I I d 10' I \ 1 I •%70. 6' ° • FFE 4 14 I 1 z / MEN' / OoIO-459.45` 460.25' I 11 s .I 15 TAIRS@16.5" t° i/ % / ^ / I I i W // // I 6/ B. CICHOCKI l °I �� �Oo \ \ \ \ \ \ \ ` \ a \ \ \ 1 �' A • \ \ 460.25' TC� 1 ` I • • SCALE QMBIaED ACSA\ \ \ \ \ \ .\ 472.99' 1 475.00' I o�o I 1 / 476.1g1/ 1 / / WER AtVD-WATER \ o, I 1 "=20' \ \ ° \ \ \ \ I STAIRS 16" I 1 ^ I � � I / / 1 FFE1476.16' $E E T -. \\ \ @1 I \ � I I Z I O o I 1 7 \ FFE=475.0 I "� 1 462. 7' 1 \ FFE=4X3.64' 0. 3' \ �470.96' \ ° 1 I I 476.14' 1 • 45055^ _ _- 451.36' > \ \ \ \ \ \ \ \ o / _ - \ \ ` \ TC 1 I 470.90' \ \ 475.00' I HP I 1 / $oIo\ N 1 as\S.6o' 5 STy41RS @ 5" \ , • - 1 �458.\ \\\\ \ \ ` \ 463.19' \ J \ \ \ 1n\\\ \\ \ \ \° . \ STAIR$ 7�� 47 00' 1 _ _ _ _ \ \ \ \ \ �+>, •�' 463b1' \ .�4 .67' , I I Qf76.54' IFFE=476.56' J 475�00' 1 • .. • TI / // � /� � �- \ `�� - / b� \ �\\ \���\\ \\ `\\ •?rO / -\�`� 461.81' Z11 / 1\ \ 1 \ \a \ \ °\ �° \ \\ \\ 1 \ \\ \\ '�� 11 I II � i �I ' \ \ \ \ \ \ \ o / \ ` \ \ \ \ ea;oe ° 21 471.0 \ 6 \ \ \ 1 475.00' \ �' o I 3 STAIR _ _ - a w \454 \5 \ - - - \ \ \ 47 $ \ \ \ O \ \ 1 d76.54' I 4 TA � � _ � \ 2 STAIR 2 A#tS � '' � _ _ � I I \ \ \43519' \ \ �r'�,° - - - 216 � - - 463 7� \ \ \ \ E=4�6�0,1 I @6.5Y=41i2�.0' 6:0'�� �t -�� - --/ 1� \\ �'55.15'\ BAN \ 0 COO \ 4s1 / \ \\ \\ \ \\ \ \ \ \ \\ \ \ \\ \\ \ I FFIE=46'1.44' IL OZ5 47�. 4' \ \ 1 47 O k5�/`15'\ \ \ \ moo , TC ` ` O� 4 1Z N O gAN 1 \ \ \ / \ 462.38" �O I r \ \ 474.55' \ �>TST-MI&-____ r \ 0 o rc TC _ a CO w �N \ \ \ 457.1�' 458�1 •a V` I b' e/. O CO \ $A \ \ \ \ \ , / FF�465..84' - fi�TAl - ' �/ - _ 45814' \ \ \ \ \ _ 8,I I \ \ S 4^\ \ V\ \ $ \ \ \ \ �°; ° �_p a °° > -°.I-, - -- �•6. � - � / \ 459,15' a5s.as' asa.o7 _ _ _ -� 36' MBINED _ w _ OB'r6VER 460.15' O AND WATE \ / �° \ . 6 - o \ \ o \ \ \ V 1 I 1 I - FFE=467•.b4' - Z�TATR -` SEMEN �\80.15' o ?Cyo \ _ - -O-O�- - - ?O _ •92 / O \\ \ \ \ \ \ \ \ ° \ \ \v, O> z FFE=468'84' 4 -O° I / ° \\ o �Cflo 9 �9 \ \� \ \ 7 \ Q 462.57 ° 6g _ o \ • 7° \ Oo m_ \ _7 STAIR - � � � ¢� d62.09' 464.2T \ \ \ \ o \ \ c SC90 1 1 I 1 463.13' \ \ \ \ \ \ a_ 463.19' � @ 6: rJ"- _ � 466.45' I \ \ \ o FFE=469.84' 1 SiT_AIR 6S #62.05' - _ 465.35' / 467.55' / 4 \ \ O Q LLJ o- 46 I 463.14' - - 6 47 .75' \ 473.05' rt 463.8 70 6 465.35' 34' I�FTVED474.\21 V475.95' \ \ 476�1 ' co J > - -FF-E=Q70.84_ ` \ \ 6j ACSA SEWER / 467.55' 47(1.75' I \ \\ 474.251 J q 1 / �i � 47�.05' \ �75.25' \ � 1 1 1 AND WATER,41 4 ' 473.05 Q Z LLJ /5 STAIR \ \ \ \ \ �R/2p 6.5" 5 STAIR -5 STAIR 5 STAIR / ' 1 nj• a / \ - -\ - �> _ �� m I O,q _ _ _ , ,-FF,E=a7zss' @ 6.5' @ 6.0., / 5 STAIR �4 \ 466.sa' - - FFE=a7asa' @ 6.5 5 STAIR 6 STAIR \ \ \ \ p8y L FFE-473.85' FFE=477.14' \ 6 $TAVR \ - 6.5" 7 STAIR \ @ A) 6.5" @ 7.0" 6 STAIR 6 STAIR - - - \ FFE=478.25' @ @ 5.50" \ O \ \ v \ \ w I / - - - ` \ j FFE=482.79' ui FRE=2 i77` Z."9 \ \ � \ 6 STAIR coW / \ \ \ / _ \ FFE=484.9T 6.5" FF'E=486.95' @ 6 _ 48 - z rr nn ° \ \ \ \ I 1 46 - \ \ f\FE=485,94' FFELJ =488.40' ? V 470.98' ° \ 472.0T ° \. FO \ \ \ \\ \ y_ 1 ° \ C \ / 473.1T 474.2T r _ - > _9- - > J 2 CPS - \ l \ \ 1 a \ 1 / - - \ 475.37' Q I / \ -479.08,.. _ - a °> r _ _ _ ° TC 484.99' -- 480.17' _ _ --P_ ---- 4.11' ----- \ _ - _ - 481.2T 483.68 O NOTES: \ b \ \ - - \ \ / / I �- - _ - ' TC 1. THE CONTACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS \ \ \ \ \ o W ` \ / / P POSED 61' V OT R/W J -T 485. AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND a8a.75' 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 \ \ \ \ \ \ \ \ \ \ ¢ - ' a r / VV NOTIFYTHE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. \ \ \ \ \ \ \., \ \ ¢ / ' d- W / W _9- 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE 8s 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 PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH \ \ \ I \ \ \ 1 / ✓ / / / / ' ^ 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 ADJACENT TO EXISTING PAVEMENTS. 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, \ \ \' ' \ I \ I 1 1 / / r SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL \\ \\ \ \ 1 I I I II / / I I I /- - - _ \ \ / JOB NO. CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE SPECIFIC SPOT ELEVATIONS A VATIONS ARE NOT PROVIDED ON THE RAMPS ACCESSIBILITY OR THEY RE NOT CONTIGUOUS TO ACCESSIBLE PARKING D IF\ \ 1 ' - 1 I / I 1 / / �� _ ' / J \ - - - -- / / - 47036 NON-COMPLIANTSPACES THEN THEY SHALL BE DEEMED A DED AT THE BEQUEST OF THE COUNTY THO GHHE REV EW PROCESS TO ALLOW FOR D FF RENT ACCESS SUCH AS BEEN \\ \ \ 11 111 ' 1 I / I 1 1 I I / II I / _ - / I // I / / / / SHEET NO. STROLLERS OR BIKES. / 11 I 11 ' 11 1 I // 1 I ' I \ I 1 1 I , C5.1 Al- L / I / I I I I I I I I------------ '----------�---------------------------+---------------'------------ -- I---------------1--------------------------I------------ I I I --,----------------------------- --------------------- \------------------{ ----- / I I I I I I I I \ ---- I---------J---------I------------- 4------------- / I I ' ' 1 , 1 1 --------Y-- �- F-----f-----------'�----------- IL--------- F---------{-------\---------t---------'1--------'I--------r------- ---I ---- -- I 1 1------------ \ \ \ TH OF 1-----------------`------- ' _______ I11 1 1 I r \ 1 \\ \ _______y___________�______________ ___________1_______ 1 1 1 I I I \ \ 1 I \ 1 \ \ I /C\ \ \ 1 \ 1 1 ` 1 1 1 A----------------------------------\-----------------------------\--------------- \ \ \� \ \ (/ \ v7 Bryan D. Cichocld Z \ \ 1 I \ \ \ Lie. No. 53741 OLD LYNCHBURG ROAD \ \STATE ROUTE 631 \ \ \ \\ \ \\ \ \ \ ` \ \ \ \� \ \ \ �O \ ` \ - \ \ \ \ \ \ \ \ \ \ (VARYING �2\/V1/ WIDTH \ 1 \ \ \ \ � _ \ \ \ \ \ j\----------------------------------------------->------------------ �-------- --------- -�-------- \ S \ \ \ \ \ \ \ \ \ \ \ \ \ ZONAL ------------------ _-/ --=�OH7I--�o _9hF7= -/ -OUT-�OHT�\ i J / l \ \ \ \ \ - _ \/ - 1 1 / (/ v \ \ -Grj`'- > E 9Ha T =_- OHP- '- _ - - _ _ _ -= �� / / 'JGP _ _ _ - ' - _ I . �� \ I / '/ I _ - _ _ - _ - - _ _ - w ai E _ _ GP /� / I -- _ -_ LU ---' O.H. ,--- - - -�� �b / - / J a� GP _---' �'L 0 Q� Voo Z Ae 47 /' 47 / / / / / // / / -- // \O T\ ' 4a - - - - /' 3:o �Q W _ / 7 -------------// our)= ry z / 474.55% 4/ 4, / / / / LlF F ° ry > 0 0 224 H-ECECTR/ TELE ---- N w U U / / / / 472.46' / /�` / / TC / / / / / / - tj. 8r TV ' / / TC 5Cy'/ _ -' M 472.71' / / / 473 -FLdi A VIEW DRIVE TG / / / / / / / / / / / / OF \ 00 1.28' T/ / / / / // / 474 p / // mod,/ / /' / // 6'/C �/� /\\ ' / O W W 474.10' 472.99' a a b / / / / / / / ' \ ' 0 470.28' 473.00, 474.04' r.. 474.03' ' ' ' / / / / / / / / - / / / - - / / i ' OHT N N N / s�o / / .e / / / / / / O O STAIRSg / L / / / - - > w N N FFE-474:05' T�. 1 / / / / / / / � F \ \ / • FFE=473.00'/ / / / / / ' .. i I /473.00' / I / 1 / / / / / / / / / / 2 Q �V N / / / / / / n / w/ / 28 / i _ / ' / / / / / / U 0 �V \ \ Q226, 473.50' 2 745' / 471.25' 74.35' '/ (n DATE Q / a STAIRS/@ 17" � / .�• / / ° / / FFE=474.3� / / / / ' ' ' / ' / i ' ' / / / >.a / O _ ' ' _ / j 111812021 // `a • FE=473.50j I 473.50' / / / / p1� / / / / / . / J / F _/ ✓ / / I / / / / / // / / ' O Q } DRAWN BY cAy 1/ 471170' / 474.00' / /o\° / D / 474.73' / C. GAYNER Z / 6 / / / / / / / / ' / / / / / / ,q / ' DESIGNED BY -1 -0. / I f �E=474.75' ° / ° / / / • / - • FFE- 74.00' ��$' I 4.00' / /474.74' / I/ ' / / / / / ' / / / / / / ' ' 0) / / • C. GAYNER SfAIRS , ' / ' / / / CHECKED BY 1474.50' 4°/55 25 / / / ' / ' / • / I a7g.a5 0\0 31` GOMB�EDA�SA / / �� / ' / I I I ,yh Q / / / / p / � / r l / / / ' / / ' • B. CICHOCKI /TAIRS I 3 w / G SEWER A f� (HATER / / , , / • • / I I I Z / / �p�F MEIW FFE=475.26' 7. b.\0j I / / tS I / / / / / / SCALE / " / • FFE�474.50' 474.50' w 475:75' I • 1 "=20' / // I/ 1 \ \\ 1472.99' I I 475.00' 9°\o I / 476.1g%/ \ \ ' STAIRS @�6.� I �°\ D I I ` 8 FFF/1476.16' \ I I 4/ oa / / / • \ , \ I 11 I o I -Y70.96' \ RFE=475.0 '6 \ \ I I 475.00' I I I11 I 476 �14' I I I Al I \ I \ I ,' / • O0 a I *HP .67' STAIRS ��• 47 .00' 1 76.54' I I ` \ "\ \ \ I I \ '� . FFE=475,00' \ I 41 FFE=476.56' \a \ ° 1 41 CL OZ5 475.00'` \ \ '� 476.54' CLm L \ \ \ 1 475. 4' \ \\ \\ \ II 47 TC \ T 79.23' \ \ \ \ r \ 9 6 \ \ \ 1 \ r '44/ I 1 \ \ \ \ \. 74.55' • ` \ \ \ 76:86' I . a • / 46 ` ` \ ` \ a Y \ � 1 1 \ I / T QN \ SA \ \ \ \ 4 Tc \ ETB e N \ N $ \ I 1 1 I / \ � a av° I \ \ \ C \ 1 \ 8,. \ S w ST EET \ b \\ \\ \\ � \` \\ ^a� \ \ \ \ \ I p TC 48� I \ \ I \ \ \ 1 v J --- 482.63'- 30.5'C'QMBINEDACSA I \ I I I \ \\ O Q w 6L SEWER A�D WATER O rn I \ > LLJ \ EASEMENT / , Y I I \ \ - \ \ \ \ a �_-- ` \ / / BSI I \ \ M w II \ \ \ - - - \ I I / -. / / / \ \ LJJ J Q 470.75' 4�2.05' \ \ \ \ m - \ ` 1 I / / / \\ \ \` \ \ ` Q Z 47�.05' \ 473.05' \ \ 475.25' \ 476�2� �' - - - \ \ 1 I / / / / / \ \ \ < / V47d.75- 474.251 \ \ \ \ 477.70' \ � 483. 1' Z C1 - \ I I / / I I \ \ \ W Q 4-1,@.25' \ \ �y _j - \ \ 1 I I / / NOTES: co _j 84 I / / / / / / / / 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 LL < C)482 / C , / DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING O 06 a83 TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY Lu - / 6 STAIR ` \ \ \ \ g6 I 4 4 / / / / / NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. ' ^ r n 6 STAIR @ 7 0., 6 STAIR 7 STAIR \ \ 6 STAVR ` \ _ _ A ? \ I 48 I �% / / 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE V / v 6.5" \ 0 6 STAIR \ / DOWNS. p Z FFE=482.79' \ @ 6.5" C� \ \ 5.50" \ 5 STAIR a s.3 \ I 486 FFE�81.46' FRE=4837T FFE 84.97' p 6.511 \ \ I / / 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE U \ f\FE=aas sa' FFE=a8s.s5' \ @ 6�� B `` - I 487 / / a / / FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING 0 // PERMIT TO BE PROCURED BY THE CONTRACTOR. ^ Q 48 ° 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH L.L TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT / n NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. Q 5. ALL ADA 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 O _ 477.98 - a > / T 4.11' 484.99 - ` - Tic I I ' / / / qN / / CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END 480.17' _ = _ - _ a - _ _ _ _ _ _ - _ - I \ IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING O - 481.27' ' - a83.68' _ / / / ge9�1�5�' ' I \ \ \ / / SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN - - - 482.43' �- / / FiIJ� ON RbA ' ' \ \ \ / \ 488.60' / / / I I I \ $qN / I ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS STROLLERS OR BIKES. 61' V OT R , ' -T a85.34' / / J 484.75' bW \ w, co ---------------- OR t\ 10F7 JOB NO. SCALEI"=20 47036 SHEET NO. KEY PLAN o 20' ao' C5.2 L RUN B/SCUIT/ \ \ ' ' \o - - NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. CENTER, LINE 0/ a \ , / , _ _ - - / IWO BUFFER \ \\ \\ -■1 / ///// I�TH o UGP GP d° /l I \ �\ � \ ` � / � \ ` \I � � � J- / ' / / ' � / / , � , / / / , , / GP - ' IGP / / Bryan D. Cichocld 'Z / / / ` i , / , / / I / - o -♦s -5t - - - oHP �= - - - - oH� - - lie. No. 53741 4f OH 0, OHP OHP- - / , / , , , _ ZONAL .00001 o I // / / - - O.HjFLECTRCTELE. TV o, / / ,' / \ , � \ \ \ \ ,/ �/' ,�� ,�' /' / LINES- E HOPEAPP/70Y LOC - / / / \ n \ \ /' ' / ' / E Lu P //o��,\/C//P/ /S /\ / //S/ / /\/�/ / / /� ,o/1 / \°\ �/ a ' / \/ /////o / / ///\�S // o /'/ /\ //�// / //'/ //I ca// Q /\//1 ✓ ' \ ///// /// /' / / // / I //, \1 ,// //////\ ////a// � / /// p �//// // /I // ' ,// /d'// 1\ J�/�////b'�I i /, I0/I 1/� I /1' �/ 0///\/ /// ' /1I\ l // / //,/\ /// I // / I/1 �o O // // / / \ LI///I /OI�// l/ /,/ / / //,'/ / ////r' / / / /'// ,R/ //,/ ' /// / /// /,p/o/\,/r 1'/ ./ /'°0 / i ,/ ///\ / /1/I\ ,// / '\ /�/ / \\, �/ , //\ , //// / 1 I///I 1 1/ /,/ /N / r \ / /O/I / / 0�/ /'° //�/'/ / /, / /// GOj/ �/I�1 \ r/IP/ �!\ / //r/,�////4/�/ .4,/ / 5/ /'r,,/ '/ '/ �1-/ 'o//// /// /s/ /// / r�/ ' ' ,♦//,/ / /' , //�/p// °'J///v/�'r7/ /7a" A . �8S// / / / C'/'1/>/ y,.I/8V\ /,/ 6,L,/ °I/'r��/o'r/ ' � _4// 4/ I_ / 54// /!438_ 0..9'T1 8C //' T aD♦//'7zz/ 1 i12/,0r ''� ,_ /"- � / �/' ��!1,//-�-b�-r\.�'5 �_I- / /Q!_♦ G/,T _ /�♦ y-\-_p�ha_�_ '♦ \\_ s\-- , ♦/ \ -a \_ \7`/- 55' \2- .7�c/C2n - �'4�45--7/1?TJ _ -64\3q 474.O\5B�5`'o\ /:,s\ "0! / .�/ 6j' g 8`80 2'74/4a5 /I\-\5_i\6\7` _.•%7/ 4 4\\I ' \_1/iwIZ`\ V /°\ - `r I\ \ �\ \1A \\/ -5- _\ � -33- 5 . -5\ \\7\ p --I\ - - \ R i \ -s ••• •> v�Oi•N •^ 0 ° °o �yFECTIVE Q0 ZONE UJVW) ° °�RL�48,91-�235'/ LA/NPER 00 o \ MCASENO.21-03-0029P° rn (UNDER REV/EVj ° O FFE-,80.'05FFE=450.75' FFE=450. WFFE49.5/5 D F 49.3FFE_4 0 5�4 o 00 °500YRFLOODPLA/N A LQMRC° , UO� QmLzLU BS 438 68'ENO.21-03-00 (UNDER REVIEW) S---- WW 100YRrFLOODWAYPEo :Sol 450 05' 451.25' M V) IONn 450.95'LOMR CASENO' 4450 75 ?0 /o $0'44975 - d (UNDER REV/EW)o o /adas . aso.ss 451.25 45 I o,0 , / SIGHT 0 I o / DISTA4961 0 0 _ 0 0 EASE ° °/°w O O IN N ! ♦ 2 Q 1 / o n o °o' o°° T IRJ' C z MANAGED °°\ '\I I 14492/� DATE 0\STEEP SLOPES o 5 44Fo 5. 0 (TYPICAL) 0\ 111812021 O�o o° DRAWN BY0//437:i0' 0 ° / /0 rrc� o C.GAYNEZL/V0R0 o° TS 44 IT / DESIGNED BY' 449.39' 3 o TS 444.73' TC I 4450' R/ ! CHECKED BY0 f ° / ° 44996' B. CICHOCK LI�0/044 63' / I 450.26 0 d7 BS49.75' 4499510/ 32'C� 44y.75' 3 ��31NED 451.36' > SCALE o�JTC A 0/ AGS 4 7 1"=20' 0/ AND wATEw °o/ o' 452 � 0 , o,NIP 3 STA6IR 2 STAQy TAI STAII 3 STAIRS-, 4 5PSTAI 448.5P' I @61 o E6m.64' .45F E=461.24' o F=4FF�=460.9' qE=461.44' ° T F 00 6T2 °/ @ o o °° o IL 06 k / Si"AIRS47.70' ° / 2.19% O 447.70' 44459.49,460.OT o /° 447. /46�5 p R15@ 6.0" 1 TC 7.00' / /446 STIRA@ 6.5" TC 447.05' FFE=457/ -1 /vv AND WMg H 1S SEffFW7.74' vv > NW / to _Q 445.30' LLJ TC 44 .56' aTIAI452.07' C/0 Z w 46.29" % 4g9.30' I' FE=455.98' ` 442.9% OU 442.w/ 1 -0.45% 444.46-1 FFE=455 I / 6STAIR - - --- _ - - - -- @7.0"oO 3. F 455.14� 2. 3% I I STAIR r oo \' \ r \ \ \ \ TO P \ 443.80 I yQ �, \1/ - - - \ 'I" \ / / I 11 \\ \ \ /\'i� 1 / 1 Qy - 452.34' \ \ \ \ 1 \ 1 1 1 1 /'t'F� FE54.19 1 qS I 443140' 1 1 1 6 ST +R ° 1 451.86' / % \ _ _ - - - - 1 11/� \ \ @6.5° �000� I V \ \ \ \ \ \ / \ FFE=gq54.09' e I 0`7 \ \ \ a tt�6.0" 4 451 r50.¢5' I I 1 \ \ \ \ \ \ \ \ \ I L4g IF 1 1 1 1 \ \ \ • • .\. • \ \° �\ 1 I \ _ �c - < \ \ _ - � 063 Gr roe No. 47036 _ - - - - SCALE 1"=20' I I I 11 11 ` \ \ \ \\ • \ ' \� : \ \ \ 1\ \ 45 I I / / // - `\ SHEET No. '/ Lk /' \\ \ - KEY PLAN 0' '40C5.3 L - 1 - - OLD LYNCHBURG F40AD // o i i / \ 1 -/ / ST4tE ROUTE 6 1 R \ �TH 0 M/ I (VARYING RWITH ---� EP/r/�----4-__- / / - / --- \ 36"CMPW/ENO SEC -ION \ I I \ \ \ l \ INV. (IN)=442X5 \ \ i i \ 11 \ \ ` \ ` \ ` \ \ \ ` \ ` s Bryan D. Cichocki Z _ \I _ \�- ___ _ _ _ \ '� Lie. No. 53741 rye_ GP SS10 SCALE 1"=20' NAL OHP= - OHP- --OHP--- - -OHP- - - ` A 1- ' �- P� / / �- ��P /_ \, 0 2040' KEY PLAN = - -_-oH� o 445 fLECTR_//�_ _ - - / CTELE_ E�U G54'L/NE Ec_ U. Lu / / 45 458 �(59 46 46� 462 // / // / / /� /r //4l/''� --_ r/ /// ,a��� O 463 / > ° P J ry r r / In rv� a r 466 b // r r 472 r / f y u Lu 50.52' \ 1 / / / / / _--- - �' / / / / r / 472.46' / r S �ry Z 22 TO r / / r TC U 5 �° O W W ' ' r 472�0', F Q b Y ^ ) T ry O O .11' '450.40' -450.70' 45 , TC,/ /463.26j / r' try / / h ' r r r / / 472.71' 7(v -FLORA VIEW DRIVE TC a o - - - - - - 45'1.42' 45 .40' / / O / / , b'/ / / r 7 r R/ / b, v � / / r / r // 4j�66' ow 2 2 TC/ 462.79' 1.28' R18' E--450.05' - FFE= 50.75' FFE=50.95' FFE=451.25' 0 454.33' '�9 / / / FFE=45( 4. - ' o _ - _ �O / / , T/C' J / r r ' 64.12' ' / r / _ _ _ 454.89' TC co / / 46� /'472.99' / h , / /a / /' O �W W / /_ _ _ _ _- 462.94 / / / / / J / I / / 473.00' / / / TC 474.04' 62.J3' / CF / / r / / 6' '� 6 0 / / O O O -45595 _ - h 1 p TO 470.28' 0\0 7.2.�' 474.03' / = q5l-pgr FFF=453:9 - TO c� 1 , 4F4.50' I / / STAIRSP�6" / ;L �/ / 5 451.25' - - _ - E=455 - _ 4612.2 ' / / �I / 466.30' / / / / / I FFE=474:05' ,\• F 0.05' / 450.45' _ _ 460-75� _ - I I I 1 / / / / • FFE=473.00'/ /473.00' 450.95' o / / 450�5� ' 451.25' _ _ _ _ _ _ FFE_454.54 _ 458.26' I r461.50'� I �E=472.10' / / 7.05' 450.75' 50.95' - - FE�56. ".�j o I b• l l CJ. LP / - / j O O O 452.22' _ _ 1/ I / I �O / / / w N N N _ 0. 1 469.26' / / T - ' 459.37' 5 $ RRS @ 6.,�" / / 1' 473.50' 474 35' / / ' 2 Q N N 51714 1.84' - FE=45 . 4' LP I I 469.34' / 471.25' / \ / '% 474.35' / U 0 N \ \ 453.95' < 459 / as4.72' / > / 5 TAIRS .0" 20% a r\ rn TO / 6 I I . / STAIR 7" / / / / z _ D1 / 1 461.50' I FFE=4 2.12' 469. 5' I O@ 1 r I FFE�74,25� O 452.75' �3.95' _ _ _ _ _ _ FFE=4 .65' - - / 1 O / / I / O / • FE=473.50' 464.63' 46 8' I 1 S I I I GO O I / b / / I ' 0 I I 73.50' / '� / t/1 DATE PI 1 6154.55' 50' 455.75' / 4a �. I/P / 111812021 R3- - - - - 71 70' 474.00474.73' O I / DRAWN BY455.75' 456.75' / LL 5 AIR @ 6.5 1 I I FF=472.60' 469 s' I a I / / / / C. GAYNER rr -45�.7� � - - _ 1 a 2.00' - - - - - A I • FFE- 74.00' _ - .1 _ �..� - - - - 1 1 I Y I I e I / �( �74.00' O 474.74' / \ 451. / 1 o C� / / I/ / 5 o 457.75' �458.62' � � � � Z � o I L I I I I � � I � / I S#AIRS 7 i a I-- / / / / / DESIGNED BY 11 _ 3' _ Z� 7 / / I � 1 00� 1 1 4p2.00 / / • - _ _ o o - - - r I 1 1 1 I I 1 I 1 47 45' 1474.50' I o o l 2 ' • C. GAYNER 1 6' J q�5� - �3 - ' b� _ _ - .151 I - - a58.65' , , \ I 1 I I I / I I �' I I ,�jh\ Q 4� 31OMBI EDA6SA \ �\ \ \ �� I h W FFE 4752 CHECKED BY T" _ I I s' I 6 SEWER A ff�� WATER _ ( ° ` ` 459.45' ` ` 1 FFEL4173.18' - 74 50 I / T _ 6' 451.35 / 45 .38 b .j� A=6 _ _ I II I I 1 1 I ' •70. 6' / 1474.50' Z / / / TAIRS • f 5 TAIRS 6.5„ I // / FEr4 I I W / / �' P h� 9oolO , \ \ ` \ 460.25' / 11 d62.10i @I 1 1 I / //I • F ' I I I / / I I • B. CICHOCKI A • 460.25' TC� 1 q ` \ \ / I I I / i • • SCALE 5 / 462.96' J''QM$1a ED ACSA\ \ \ \ \ 472.99' I a75.0o' WER AND�WATER SE E T \ \ \ \ STAIRS @I6" 1 1 �` 1 cn I O / / I FFE-476.16' • 1 "=20' 450.58' 451.36' _ _ - / \ \ \ I 1 \ I Z o I C' TO 1 1 I FFE=4X3.64' \Z 470. 0' '470.96' \ \ FFE=475.0 475.00' I HP 1 • \ 462. 7' \ 4 0. 3' \ 1 I I 476)14' g°I•, N 1 4s�s.00, 5 ST,P,IRS @ 5" \ �453.�kw, \ ` 0 ODe 463.19' \ 7 \ 1 \ 1n\ \\ \\ \ \ \ \ STAIR$ 7" 1 / 46`3b\\1' \ \ \ \ \ \ 6\ \17 0 $ \\ \ \\ \ \7' 6.54' I1 I FFE=476.56 % TO 0' \ 47gsq 6.54' ' 4 45�93STAIR 4P _tp 463. 7�06 4O,, �55E=4611 422. J \ FFIE=461.44' - - _ - _ I \ -� \ 47 4' O FFE=462'6 � \ � � \ � ° � \ ae \ � � \ \ I 47 � -5STALR _ - _ �r� r / 456.4Tv' \ ° o S R \ °"°"" \ \ 1 @ _ _ �_ /\ \ / / 45�/`15\ \ \ c , TC ' 4 1ZN I O AN 1 \ \ \ \ o o 462.38TC b. I co I \ �N TC _ �/° co � � \ SAS ' _ _ - / / 457.1�' 458�1 ry' '�. I r" tl• O 5A.6I- - ' E\ \4491AW �6T.14 454..49' 460.07' I 36' MB5ED \ \ \\8\'\ \{I\ \ \ S \\ \l p„W \` ay1.64' AND WATE TV � FFE=467784'o _ - Wig- ?O� - ' 9c�o / �) \ \ \ \ \ \� \ \ \ \ \ \ \ \ _ \ 6> `v ' 1 I I I I 1 /a FF468-840" _��_ \ ¢ o / /o \ o \�Oo \ •9 \?i9 \ \ \ \ 'V i 462.5Te.. \ 63 L 7STAIR _ ¢ 463.19' -@ 463.13' 466.45' I \ \ \ o FFE=469.84' -7 SiTAIR 6S }162.05' - _ 465.35' / 467.55' / 4 ` \ O Q 463.14' @ 6 465.35' 34' rPIi�FTVED b q756 474.\25' \ co i '61_ -FF-E=Q70.84_ \ \ 6j I ACSA SEWER / / 467:55' / / 4-75 I 47�.05' v\\473 \ 474.25t `975.25' \ \ J �J - - - - - - _ - - - - AND WATER, / 4� ' ' I I .05' \ \ 475.95 \ 47�.25' \ \ � �ry 1 1 1 � L Q Q Lu - 5 STAIR yr STAIR _ - - - ' / / / 1? - -\- - \ - - - - - -\ \ `ti m 6.5" 5 STAIR 5 STAIR 2 R I - - - - 6 5 - -5 STAIR r 3n,• / \ \ \ \ 1� Q 1 Oq - '> _ _ _ _ , 'FFZ=47@2.I; @ 6.5" @ 6. r 5 STAIRS-,�4 6 �nn - @ 6.5"6 STAIR \ d 0 (D I FFE-473.85 FFE-474.94' FFE-477.14'O \ $TAVR \ $ \ � - - g.5" 7STAIR \ \ \ \a, ' v \ �, \ \ I - � , FFE�7s.oa' @ A) - 6.5 \ @ 7.0" \ 6 STAIR FFE=478.25' @ - - - � ` \ / �j� FFE=481.46' FFE=482.79' 6.5"\ \ \ @ 5.50" \ 6 STAIR W 0 / _ \ FFE=484.9T 6.5" FF'E=a86.95' / i� W 46, - \ \ \ f\FE=485,94' FFE=488.40' v , z J y� �--___ _ --_ __ _ � w cl \\ \\ \ \\ \ 1\ 1 \ , \ \\ co 1 / / \ - - \ 475.3T 476.1T_ _ _ _ 477.98' �479.08'.0484.99' w O 00 \ _ 482.43' �_ / HORIZON ROD _� '/ ----- -- ' Tc O SED OTR/W - PO\� 484.75' S 4. \ • \I\ \ \ 1' \ I I I I r r I _ _ - / / JOB NO. 47036 \ \ \\\ / / /\\ \� \\ T\ \\ \ \ \ \I I11 ' 11 1 I/ / I III 11 r i-• I �/ II I / /r / / SHEET NO. I - - - - - - NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. C5•4 L I I / / I I I I I I I I I I I I I _____ ____________ ____________ ______ I I 1 �1 1 I I NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. I f I I�---------F---------{-------\---------t---------II--------II--------t-----------r----------- I \ t I --------t-----------t----- ----------------------------- 1 \ 1-----------------`-------- \1 --------\--------\--a--- ---�----------- -------1-- ' 1 I I I 1 I 1 \ \ C \\ ---------------------- \ ` ---- ----I ----- ----\----------------------------------- -1 \ \ - \ \ I I r--------------------- \ - ----------------\----------------\----------------\---------------------------- \ \ c) Bryan D. Cichocki Z \ OLD LYNCHBURG ROAD lie. No. 53741 \ ` \\ \\ \ \\ \ \ \\ ` \ \ \ ` \ o \\STATE ROUTE 631 - \ I \ - \ \ \ \ \ \ \ \ (VARYING 12/W WIDTH \ ` \ \ \ _ \ \ \ \ j \-- - -- - ---- ---- - -> - - --S - - -�� -- \ \ \ \ \ \ EP \ \ \ \ \ \ \ \ \ \ \ SIONAL \ \ ------------- \ \ _OHS -- = -OHT -T !I1HT'/ / 1 \\ \\ 1 � \ -�\ -T-\-_ _-- \� ti-- \ \\\\ �� \\ \ \ \\\ / \\\ \�\ �O ter- = _ - _ - ' /= _ ' '/ 17• -OHT_-� _pMi= -i - OdT �OHT�\ _ - - ' ' J / l \ \ \ \ - - \/ i t 1 1 (' v \ \ - - - - - - - _ G'�- > E /= _ _ - _ OHP-= _ - _ - i ' ' / 'JGP - _ - - ' _ I . \ I / // I _ - _ _ _ - - _ - - - w v E _ _ _ _ - Lu nE _ - _ - GP /� / I -- _ Lu ��'a>ON a 487 �p //�j aiLL p In In a7a.ss 47 . a' / / , _ , - , , / / / _ _ - - - I __a � /472.46' /D / / , 8 / / / TC / _ / / / / - - W 0 0 472 T55QCQ � 473.5fy'/ / // /' ' ' H 1{5/ / / / / / // // T\\ w� 472.71' / / / 473.27' -FLdi A VIEW DRIVE TG OF Hr\ / 4j366' V' / / / / / / p{ p / / / / r / / \ / R' R' W p71.28' / / _Rll T 472.99' 0 d LA 470.28' / / I / 473.00,472.6' 474.04' I / / STAIRS / ;l, / 61, / � ' .e / ' / ' ' � ' /' / ' / ' _ - / / W N N N / / / • FFE=473.00'/ /473.00' / / ' / FFE=47,r 5' / / 2 Q N ti N / 1L / Q Q / I / / / � / / / / �/ _ _ i / Z 473.50" 6 0 4.74.35' I / / / J / / / / / / / - _ - / 471.25' / �� / '%20/ 474.35' / ' / / Q / ' / / 75. / / - / / ; DATE STAIRS'@17" � FFE=474.85'' / / / o - _ 111812021 / • FE=473.50j 1 473.50' ' p13 / ' / ' "\ / ' / ' / / ' ' _ / / ' P a _ _ - - _ _ - p / / - _ / / } DRAWN BY N LL / i p. / / / l4 , 471 70' I / 474.00' / /o\o / D / 474.73' i ' I / ' / / /,' / / _ �' ' ' C. GAYNER bh.l /' h / Z /� 6' / // I /' // / /' /' / / / / / / / / /' • DESIGNED BY I • FFE 74.00' rn I 4.00' / / o 474.74' /1/ / / / ' ' / _ ' /' / / /' ' / _ ' ' / / • C. GAYNER co / STAIRS 78 CHECKED BY 1474.50' I I / / 5/5 / / / / / 7 / . / / / / ' / ' / • / I a7g.a5 o\o 31'2GOMB1 IMEDASA / / / / kl I I I ;b3� I G SEWER Aft -WATER ' I / / r /l a , ' / / / ' • B. CICHOCKI I { ttn ITAIRS,� j I I I Z / / MEPy FFE=475.26' 7 �.\0j' / / „� 9 I I l l / / / ' ' • • SCALE • FFEF474.50' I I 1474.50' I LLI / / °I r\ I / / / p a / / 1 "=20' / N I 0 I a // I I I I I / 1 • 472.99' I I I 475.00' I \ I 1 I oo I I / 476.1g/ \ \ \ I STAIRS @I6„ 1 I ^0 ` 8 / / 1 FFF 476.16' Z -Y70.96' \\ RFE=475.0q 1 I, 475.00' \ I I Z HPI II 476 �14' 1 1 I b11 l I a \ I I\ I I I ° / \/ • T \\ 471.44- . I O \ l 67' \ STAIRS V" 47 .00' 1 I I \ \ \ \ \ i , \ FFE=475,00' \ I \ al76.54I ' IFFE=476.56' \ \ \ I \ /'��//� \ \ o W \ \ \ \ 475.00' \ \ \ '� 476.54'RT \ \ \ \ 41 TC \ T 479.23' LC/ R1 \ \ \ TC \ \\ S ^ \ \ \ \ R1 S \ ° \ \ \ \ R15' �_ - _ - 480-86r _ - \ - 1 I I \/ \ co \ \ \\0 \ 8" \ S El SAY ST EET \ \ I Z TC INED 482.63'- MBA ' I / \ I I \ \ off \ \ \ O Q SEWER D WATER o EASEMEN` > LL4�2.05' r�V n \ 474.\25' \ \ \ ` -1 - - - \ 1 m \ / ' 4 47� 05' \ 473.05' \ \ 476�2k / 47d.75' \ \ 474.251 4831'- - - - \ I 1I 11 / / / I I I W 47,@.25' O Q J 84' Q \ \ \\ \ \ LL fV ass }} 6 STAIR LJL6 STAIR @ 7.0" 6 STAIR 6 STA@ 6.@@6.5 6 STAIR O U6 STAIR FFE=486.95' @ 6.a\FFE=48279FFE=488.a0' 88 Lu 49 Z1 25 � o,l \' -\.,° I,.. , a ./ p _ / / J e 25' I O 4.11' - - - - - � � TC If 482.43 481.27' � _- 483.68' --- - _ - ' HORIZON ROD \ \ / P POSED 61' V R/W - - - - ' -T 485.34' OT / J 484.75' \----- - - - --- 0 F7 _- - - - - ---- - - - -. 47036 SCALE 1"=20' SHEE NO. ' FM C5.5 KEY PLAN --�--- 20' 40' L cl;k. ayh CG-12 CROSSING #1 O�TH OF �f MATCH EXISTING 454.85t Bryan D. Cichocld � TI o 85' s U Lie. No. 53741 ___---- ISTING d SIDEWALKl�0/a/'L q \ — oSSIONALOti TO - � M CH EXISTING a d0 Q%OSG h^ a5z.TO `�$°R _ , 454.75± _�L'12CROSSING#2 �- 0 4 O u s9 KEY PLAN N y 453.10 a 0 CG453.09 / > E CURBRB / o�0 w v E zi RAMP yo P}1 ~ v LL w 3 TO �� H 452.07' ` o 3 ,you wo �� °o O°b l aL-uj °o z 452.64 00000 > o O °° N v / �yl 0 ° 453.02 G a 2 \ ° j LL Lu Ln i v N Z F U Q 452.73 o N > O O w� of UU 00 U) 0 Zaa 00 PO o0 > j CG-12 452.35 0 CURB ���/ � F RAMP 0o O ¢ 0 \ \ n rn °O z 00 452.46 in DATE ----- - - - - - ----- ------------ > 4452.76± 52.48 °zs > MATCH l 111812021 EXSTI °o O DRAWN BY tk , , ' C. GAYNER ' DESIGNED BY C. GAYNER 452. 1 / / / / NPR 83 •• " - SCALE 1"=5' • CHECKED BY .67± " " • MATCH ISTING " " " 0 5' 10' B. CICHOCKI I I - - - - • • SCALE CG-12 CROSSING #1 (HONEY BEE WAY & HORIZON ROAD) 486.36 cn w I C6 \ > z \ J 486.58 486.67 I O \ \ J 486 486,05 _ _ TIE INTOI 486.05 \ - - EXISTIN6 SIDEWALK0 486.00487.02 D 11 y . I IIQ I I I V�J 1 > % 486.93 496 486. 5 V z TO,95'd WATCH O 0485v! I I= \ / EXISTING o 489.53to50k 5.40 °o .0 °i > \ \ ° 0M _ Q LL48552 485.49 486.76 1 0 w485.29t o o 489.39' J MATC ISTING 485.61 00 Q \ m LLJ \ \�\ a LL CmL Oo .486.94 INCH °° 4 5.49� 487.020 bo GB EXISTING2RQo° _ RAMP 489.4 zo0 \ V1U 485.61 485.58 p Q_ _ \ \ \ \ I/�' d 485.20t C 484.99' CURB MATCH EXISTING RAMP \ I I I O SCALE 1"=5' I / TO O ---- 489.15' / I I I I I - -------- 0 5' 10' TWO I " 48t.60' -- --. ------------- HORIZON ROAD "" �� Q CG-12 CROSSING #2 (SWALLOWTAIL LANE & HORIZON ROAD) JOB NO. 47036 SHEET NO. C5.6 L ROUTE PROJECT Southwood Blocks 9-11 DESIGNER: CG DATE 7/16/2021 CHECKED: UNITS:NGLISH INLET ZO ¢ fi >y C4 y .�� f✓ m4 `R t✓S %n a a H F V �o Or. CY .. o 0 Sag Inlets Only 74 114 D1-3B 6.000 0.130 0.90 0.117 ORIQHT 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 LOW 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. 0.000RIGHT 0.080 0.35 0.028 Back/Lt. 0.262 1 4 I.048 0.363 O.W20 1 0.0208 1 9.536 2.000 0.20973 0.0833 4.00481 3,50 1 Baek/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 tt 118 UT-3B 6.000 0530 0.90 0.477 0.00URIOHI 0.100 0.35 0.035 0.512 4 2.048 0 2.048 0.0150 00209 6968 2.000 0.28703 0.0833 4.00481 0750 3.50 0.1458 OA301 9.716 6.000 0.618 0.823 1635 0.363 3.239 122 DI-3U 6000 0_340 090 C B U/Lt. OOJO'RIGH1 0.080 0.35 0.028 Back/Lt. 0.334 4 1.336 0 00020 0,0208 9297 2000 0.21512 00&33 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. O,000'RIGH! 0010 0.35 0.0035 Back/Lt. Q031 4 0. 124 0 0.0100 00208 1,322 2.000 1.51286 0.0833 400481 350 Rack/Ik, 0 4 0 0 Ahead/Rt. 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. 0.0DORIG 0.004 0.35 0.0014 BackAt, 0.007 4 0.028 0 0.0100 0.0208 0.757 2.OW 2.64201 0.0833 4.00481 3.50 Back/Lt, 0 4 0 0 Ahesrl/W 0028 00100 2.000 2 1 0028 0.182 0.166 4. 181 0.729 W.irllow 132 D41 2.W0 0.040 0.90 0.036 Back/Lt. O.OWRIGM 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/Rt. 0.188 0.0100 2.000 2 0.188 0.647 0.166 4.647 2.594 Weir Plow 208 DI-3C 6W0 0.200 0.90 018 Back/Lt. Q00YRiGM 0.050 0.35 0.0173 Backil t. OA98 4 0.792 0 0.0300 0.0200 2,639 2.000 035786 0.0833 4.165 3.52 BaclAt, 0 4 0 0 Ahead/Rt. 0.792 0.0300 6 0.792 1.304 0.160 0333 0.48048 3.304 5.432 Weir Flow 210 DI3B 4.W0 0030 0-90 0.027 Back/Lt, ODDURIGHT 0.010 0.35 0.0035 Back/LL 0.031 4 0.124 0 O.0020 0.0208 1.787 2.000 1.11919 0.0833 400481 3.50 Back/Lt. 0 4 0 0 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 0.00(YRIGH7 0080 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 &000 0.871 0.975 0.923 0.024 2023. 214 D1-3B 6.000 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 OA666 8.233 6.OW 0.729 0.904 0.753 0.079 1.995 216 D43B 8.000 0.190 0.90 0.171 O'RIGHT 0.030 0.35 0.0105 0JR2 4 0728 0.141 0.869 00500 0.0200 2.117 2.000 0.94473 0.0833 4.165 1.000 3.52 R1466 0.1666 8.386 &00() 0.954 0.9% 0866 0003 2.027 218 DI-3B 6.000 0.060 0.90 0.054 ORIGM 0.020 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 6.000 1.272 1.000 0259 On(r) 1.343 220 DI3B 4.000 0.070 0.90 0.063 ORI(Arr 0.010 0.35 0.0035 a067 4 0268 0.025 0.293 0.0400 0.0200 1,407 2.000 1.42146 0.0833 4.165 LWO 3.52 01466 0A666 4.968 4.000 0.805 0.947 0.278 0.015 1.407 222 D4l 1.250 0.070 0.90 0.063 Back/Lt. O.ODO?J(A4T 0.080 0.35 0028 Iiack/Lt, 0091 4 0364 0 0.0211 0,0500 L721 2.000 L16212 OM33 1,666 2.80 Beck/Lt, 0 4 0 0 Ahrzd/Rt. 0.364 0.0211 1250 125 0.364 1875 0.400 1 5.124 3.124 Wea Flow 223B DI-3B 4.000 0.060 0.90 0.054 ORI($TT 0.010 0.35 0.0035 0058 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 4000 0.763 0.925 0308 0.025 1.476 224 D43B 6.000 0.190 0.90 0.171 0.000RI 0.050 0.35 0.0175 0A89 4 Q756 0.357 1.113 0.0300 0.0200 3.757 2.000 0.53234 Q0833 4.165 0.%2 3.52 01466 OI611 &147 6000 0.736 0.909 1.012 0.101 2.421 226 D1-3B 6.000 0240 090 0.216 ORIG TT 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 DI-1 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 2000. 0.140 0.90 0.126 (ODDRIC111T 0.040 0.35 0014 0.14 4 0.56 0 0.560 00100 00208 1254 2000 Ob1463 (10833 4k(clfn 0.981 350 01458 01639 4.345 2.000 04W 0983 0.551 0.009 2.312 234 DI-3B &WO 0.570 0.90 0.513 Back/Lt, OMURICTT O. 120 0.35 0.042 Back/Lt, 0.555 4 222 0.003 0.0200 0.0250 6072 2.000 032938 00833 3332 340 BacWLt. 0 4 0 0 Ahead/Rt. 2.223 0.0200 8 2.223 2.287 0.200 0.333 0.600601 4.287 7.624 Weir Flow 236 DI-1 1.000 0,002 0.90 0.0018 BackH,t. O.OWRICft O.W8 0.35 0.0028 Back/Lt. 0.005 4 0.02 0 Back/Lt. 0 4 0 0 Ahcad/Rt. 0.020 0.001 IOW 1 0.020 0315 T>&Ott 238 DI-1 1 LWO 1 1 0.010 I ago 1 0.009 1 1 1 1 1 1 1 1 1 1 1 1 1 jBacklLt. O.(l ORIUH3 0.030 035 0.0105 Back/Lt. 0.02 4 008 0 Back/Lt. 0 4 0 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: Albemarle County COUNTY: Charlottesville Designed by: CG Checked by: MD UNITS ENGLIBH PIPE NO. FROM POINT TO POINT DRAIN. AREA "A" A= (3) RUNOFF COEFF. "C" (4) CA INLET TIME Minutes (7) RAIN FALL ImHr (8) RUNOFF INVERT ELEVATION LEN'GT B of Pipe Ft. (12) SLOPE FOR, (13) SIZE (Dies Or SpaWPse) In. (14) SHAPE Number of Pipes Capacity CFS (15) Friction Slope Ft/Ft. NORMALFLOW FL0 TIME INCRE- CCUMU MINT -LATED REMARKS Minues Minutes (17) (17) (I8) INCRE-ACCUM MENT (5) ULATED (6) Lateral CFS TotalQ CFS (9) UPPER END (10) LOWER END (11) Depth of Flow, do Ft. Area of Flow. An S t Hro Ft. Vn FI/SCC (16) En Ft. REFERENCE (1) STA. REFERENCE (2) STA. 101 102 100 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 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 2,02 0.07 5.78 105 108 104 0.00 0.00 0.00 1 5.02 6.54 1 0.00 14.77 427.69 426AI 1 256.91 0.00498 24 Circular 1 1 1730 0-00380 L42 2.39 0.60 6.18 2.02 1 0.69 5.71 109 SWMA_OU 108 0.00 0.00 0.00 5.00 0.00 14.77 430.65 427.79 26.17 0A0929 24 Circular 1 81.02 0.00380 0.58 0.75 0.33 1 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 Iles 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 6.92 121 122 SWMA IN 0.42 0.80 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 CUctrlar 1 1 13.10 0-02560 0.88 0.92 0.37 11.95 1 3.09 0.13 3.17 125 EC 1 124 0.00 0.00 0.00 5.00 0.00 0.00 10.97 448.80 446.47 38.91 0.05988 15 Circular 1 17.13 0-02560 0.73 0.74 0.34 14.81 4.13 0.04 5.04 127 128 1118 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 6.77 129 130 128 0.01 0.70 0.01 0.05 5.98 6.24 0.00 0.35 442.22 441.83 78.93 0.00494 12 Circular 1 2.71 0.00010 0.24 0.15 0.14 2.39 0.33 0.55 6.53 131 1132 130 0.07 1 0.67 0.05 0.05 5.00 6.54 1 0.00 1 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 1 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 202 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 0.01017 30 1 Circular 1 44.81 0.00100 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 Circular 1 18.04 0.003401 1.33 1 2.22 0.58 6.35 1.96 0.02 5.02 206A 206B 1SWMB IN 0.00 0.00 2.45 5.62 6.35 0.00 15.63 449.59 449.00 5,96 0A0068 15 Circular 1 22.21 0.05210 0.77 0.90 0.35 19.60 6.74 0.01 5.63 207 208 200 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 O.050001 12 Circular 1 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 0.02119 12 Circular 1 5.62 0.00100 0.31 0.21 0.18 5.69 0.81 0.12 5.12 217 218 206E 0.08 0.76 0.06 1.62 5.56 6.36 0.00 10.56 455.83 453.34 49.77 0.05003 15 Circular 1 15.65 0.023801 0.75 0.77 0.35 13.69 3.66 0.06 5.62 219 220 1218 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 1 0.78 0.35 13.04 3.40 0.08 5.56 221 1222 220 1 0.15 1 0.61 0.09 0.09 5.00 6.54 1 0.00 1 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 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 5.30 225 276 224 0.39 0.70 0.27 1.01 5.08 6.52 0.00 6.60 466.50 464.99 75.93 10,020021 15 Circular 1 1 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 1 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 223B 0.18 0.78 0.14 0.14 5.00 6.54 0.00 0.92 465.18 464.04 37.97 0.03002 12 Circular 1 6.69 0.00060 0.25 0.15 0.15 5.97 0.90 0.11 5.11 233 234 ISWMB_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 Circular 1 4.95 0.00280 0.80 0.82 0.36 4.41 1.10 0.29 5.29 23S 36 2 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 Circular 1 1.86 0.00100 0.21 0.09 0.12 424 0.49 0.05 5.33 237 236 236 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 Circular 1 1.95 0.00090 0.20 0.09 0.11 4.13 0.47 0.06 528 239 1240 1238 1 1 0.07 1 0.51 0.04 0.04 5.00 1 654 1 0.00 1 0.24 451.89 449.72 1 60.28 0.03600 8 Circular 1 2.48 O.000301 0.14 1 0.05 1 0.08 1 4.49 1 0.45 1 0.22 1 5.22 LD-347 PROJECT: Southwood 9-11 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: MD INCIDENCE PROBABILITY 10 Year INLET OR JUNCTION STA. NIIHTT B_. OUTFLOW PPE DEPTH OUFLOW OUTFLOW PPE OUTLET WATER SURFACE B". DIA. PIPE Do h/mm) DESIGN DISON. Qo (CIWMS) LENGTH PPE Lo (FUMY FRICTION SLOPE, Sfo (FTC M(M) FRICTION LOSS Hf (FVM) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (FVR Inlet Shaping? Y/N 0.5 Ht (F FINAL H Inlet Water Surface Bevalion Top of NH Top of filet Bev. APPiOX. djustnen. Vo Contr. Ho Vi Vi"22g Hi(Expn) 0.35"MAX. (VQ/2) SKFV 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) S WMA_N 441.690 112 435.250 1.75 441.690 21 16.231 30.84 0.D0935 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 0.815 442.505 445.710 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 1 0.00 0.000 0.923 0.737 0.923 YES 0.461 0.911 1 443.416 447.160 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 1.4D4 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 2.174 446.734 448.630 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 1.746 0.000 1.746 1 YES 0.873 3.197 449.931 1 456.010 O.K. EX 1 1 446.470 1 1.25 1 449-931 15 1 10.970 38.91 0.02569 1 0.999 14.806 1 0.861 0.000 0.000 0.000 0.0 0.00 0.000 0.851 0.000 0.851 YES 0.426 1.425 451.356 456.640 O.K. 122 437.720 1.00 441.690 12 2.185 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 Q539 38.12 0.00020 0.008 2.702 0.028 2.385 0.088 0.031 0.0 0.00 0.000 0.059 0.1118 0.077 YES 0,039 0.046 446.780 448.200 O.K. 130 441.830 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 0.043 446.824 448.900 O.K. 132 1 1 444.940 1 0.67 1 446.824 1 8 1 0.307 1 180-821 0.00057 1 0,104 1 3.069 1 0.037 1 0.000 1 0.000 0.000 0.0 0.00 0.000 1 0.037 0.307 0.048 1 YES 0.024 0.128 446.969 1 450.660 O.K. LD347 PROJECT: Southwood 9-11 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: MD INCIDENCE PROBABILITY 10 Year INLET OR JUNCTION STA. NVEiT E. OUTFLOW PF DEPTH OF FLOW OUTFLOW PPE OUTLET WATER SURFACE ELEV. DIA. PPE Do (h/mm) DESIGN DISCH. OD (CFS/CMS) LENGTH PPE Lo (FVM) FRICTION SLOPE, Sfo (FT/Fr) (NTM) FRICTION LOSS Hf (FVlA JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (FVM) Inlet Shaping? YIN 0.5 Ht (Ft" FINAL H (Ft/K Inlet Water Surface Bevation Top of Mt Top of Inlet Bev. APPROX. Adjustment. Vo Contr. Ho (FVM) Vi Vi'2/2g Hi(Expn) 0.35%%X. (VG/29) SKEW Angle K Bend H (Ft/M) Sum HL (FVM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 100 1 1 427.950 102 426.010 2.00 427.850 24 14.770 1270 0.00380 0.048 6.450 0.162 6.221 0.601 1 0.210 0.0 1 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 14.770 25.72 0.00380 0.096 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 0.277 428.361 431.570 O.K. 108 426.410 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 1.119 2.095 430.456 432.410 O.K. WMA Old 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. Bryan D. Cichocld Lie. No. 53741 M E CD O on U N N 0 > E w v E i w LL w 3 Q 3 p LL o 0 wo`m� -J V oMo Z - to O w rn to N V ti W w v Z f ? U ?iOtnQ W un N z 2 2 = U Q . O z z F PN > 00 wM of UU 00 CDW U U Z CL R x CL 0 O O 2 F > LU p O O Lu a r. 04 Q 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 L Q U ' W tY) a U LL I _ O w J z 7 0 L- O U 06 ^2 L/�1LJ I . I - 0 0 0 0 �T i 0 U) JOB NO. 47036 SHEET NO. C6.4 L 0-�� Bryan D. Cichocki Z LDJ47 PROJECT: Southwood 9-11 DESIGNED BY: CG Lie. No. 53741 a� HYDRAULIC GRADE LINE ANALYSIS Checked: MD "�„p 0�Z I, INCIDENCE PROBABILITY 10 Year , 1� � rs� SSIONAL Y?osG M E 0 0 U N u N 0 > E w ai E Q W o 3 o W 0 n w O m ti K W L M Q J U co Z w J -� O of W O N d v z H °; � H U X K K N w w o Q O ti �x�N z Z2 =U'^ O zz ~ "' U) 00 N i Q Q M c U U ti CO Lu Z 2 H > cc � QL Z a O Lu M , O O x H 0 ti ti � w w Np NO o a rn z 0 u DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY LDJ47 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 • �J J 06 0 l� V / `^ \/ Z U o Ii OO>a m�� a U W Q m U rl a LL o w r J Lf)z Z Q � - 0 U ^T w I. 0- 0 C) 0 0 2 0 V/ JOB NO. 47036 SHEET NO. C6.5 tLLI rN r. Hi(Ezpn) SKEW Bend Sum SURFACE 1.3 Shaping? 0.5 FNAL Water Top of filet Adjustment? NLtT STA. INVERT t3. DEPTH OF FLOW OUTLET WATER DIA. RPE DESIGN gSCH. LENGTH RFE FRICTION SLOPE Sfo FRICTION LOSS JUNCTION LOSS Adj. HI filet filet Top of MH Con NLE7 OR JUNCTION STA. INVERT Q. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PPE OUTLET WATER SURFACE aLV. OW. PPE Do (hhrrn) DESIGN OISCH. Co (CFS/CMS) LENGTH PPE Lo (FVM) FRK:TK]rl SLOPE Sfo (FT/FT) (M'M) FRICTION LOSS Hf (FVM) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (FVM) Inlet Shaping? YIN 0.5 Ht (FVM) FNAL H (FVM) filet Water Surface Elevation Top of Mi Top of filet Bev. APPROX. Adjustment? Vo Contr. Ho (Ft/M) Vi Vi'22g Hi (Expo) 0.35'M4X. (VC2g) SKEIN Angle K Bend H (FVM) Sum HL (Ft/M) (1) (2) (3) (4) (5) (6) m (8) i9) (10) (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.fi25 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 N 108: MH-1 STA 10+16.22 v, N STA 12+98.95 TOP 429.71 = o (�') TOP 432.41 INV IN 426.18 103 ( ) v z O Q d - INV IN 427.79 (109) INV OUT 426.08 (101) O g U) F z z INV OUT 427.69 (105) 450 Y O _ O o tcli M 2 ^ ° N IN= ui Bryan D. Clohoold n v o ~ o � (0 (0 = = N U Lie. No. 53741 V V 00 It (0 (")OM (a0Cq 0 ^O LO �O (0 (O OOi OM M MMN y�j O M _ �� m00It 4r0 V mM�n 7 myce)N.J I- W V �p�(00 �MO(O / g 0 Cl) �NL6 F rn+nM H M+ M+C6 H +(fl H \600�&alof�oe 0 o o �� t � z o o�az 0 o� z z o ��vz ocpH? c1d NFO>>O MHO>> (°H0>> crFO»> vF�>> �V)F_ �(nFz SOH? K �U)f- Z �lnHz Z Z c(n0Z Z 450 455 455 460 460 SE CO TROL 445 STRUCTURE 445 SW A STORMTECH 440 440 TO = 440.000 SWM A: PROPOSED STORMTECH GRADE EXISTING DETENTION WITH GRADE ISOLATOR ROW 435 IB& = 435.000 435 INII, = 434.000 i - - 7777 2.3' 430 2.8 430 PF rAlr 109 35.32' OF 105 24" HDPE 425 256.91' OF @ 8.09% 425 24 HDPE 12.70' OF 103 @ 0.50% 24" HDPE 25.7 ' OF @ 0.50% 24" 1 iDPE @ 0 50% 420 420 415 1 415 Q� CZ W V 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' 3.5' 440 OP = 440.000 440 SWM A: TORMTECH VTION WITH ATOR ROW 121 435 10.37' OF 435 = 435.000 12" HDPE @ 2.69% _OT. INV. = 434.000 430 430 425 425 420 420 W R V DEl IS' MH EX.1 455 ADS 455 SYSTE 8' DIAME ER PROPOSED GRADE EXISTING 450 GRADE SANITARY 125 & 450 / / \ sp�mpfvqpmrt PIPE 14-2 $445 445 WATEIR / (� LINE \ 1.6- 3.3' 12'3 F OP = 440.000 440 A6 440 SWM A: 15 p°I° STORMTECH 7 @ 9 ENTION WITH 5 OF DILATOR ROW 115 18 DPa so og, of @ Op/O 435 2 HDPE @ 1.500 SANIT Y 435 0T. = 435.000 111 26.34' OF INV. = 434.000 21" HDPE PIPE 11 1 @ 2.34°/113 430 48.11' OF 430 21" HDPE @ 1.85% 425 425 7 tl 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 FI TER 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 DETAIL FOR EXIS rING SWM GRADE- STORMTECH 455 455 r OP = 450.750 450 SWM B: 450 STORMTECH DETENTION WITH ISOLATOR ROW O 0 OT. = 447.000 445 INV = 446.000 445 2 3 16.72' O 201 48.15'DOE30" HDP 7 38' OF 18.26' OF @ .00% @ i 000A 24" RCP 30" HDPE @ 0.50% 440 @ 1.25% 440 435 435 430 430 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 _ CO C! CO v 0 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 > OUT 440.15 (117) INV OUT 442.22 (129) ce)INV U Z AM Agn 455 455 PROPOSED GRADE 450 450 T MIN. 445 1 445 3' MIN. /1 1.52' OF / / " HDPE "I/ 1.00% / 129 127470F / 440 78.93' OF 440 12V IDPE 1 2" HDFL @O.V% @0.50 0 1 ' EXISTING 435 GRADE 435 CONTRACTOR TO COMPACT I FILL TO AT LEAST 95% 1 � STANDARD PROCTOR DEN ITY 430 430 425 425 4 4 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 v E w w 3 ¢ U- i 3 w O w0 `mom 0 L M < LU V °0 J - 1i 02 M D_ (n N V 0 W �0'x LL � Q v ti m >m 0 ^ E N W M a� o w CL O ce H z 0 a_ U U LU w Q z 0 w Of F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN Cb 0 1--i !01 Vl U 0 Q U) J> w M u; J J LLJ !Y w LL O m 1� Q a W z (f) 0 Q 0 I..L 0 0 0 2 0 U) JOB NO. 47036 L SHEET NO. C7.0 roa STA 11+19.93 TOP 466.22 224: DI 3B 6 ft Throat- INV n _ rn o M f t v t o N t I N i= v o 2 V Bryan D. Cichocki Z t 210: DI-3B 4 ft Throat m °°io 206B: MH-1 � Lo °o° m o °moo o ° r� or U lie. No. 53741 STA 10+00.45 00 Lo . ca> umi STA 10+00.30 m N 0' Loo ' 0' o o N o v co c'? CO a, TOP 462.71 m r - TOP 460.13 Mq. � N� F Cl) 0 LO m+ L6�CD m w N F ��0 �jq 2( L00INV IN455.94(211) o�v� INV IN453.34(217) p�az0 pI't �Qa;O> p��O SSI �y0,ti INV IN 456.00 (215) F 00 > INV IN 454.00 (207) o 0 >> o H 0 >> > N U)O z z F a0 > ONAL 227) INV OUT 455.84 (209) N m F z INV OUT 449.59 (206A) N m F ? ? N � ? ? ? w a) H z %OiG 480 480 480 480 ^� E 0 0 u N � N 0 > E W a E w w 3 ¢ LL t 3 LL O W 0 0^y � V oMo z -n 0 Co O ry V ti W w Z f ? U �i 0 {) Q w Q p _ ry z zt 2 =v¢� O �� F DIAMETER PN > 00 wM � UU 00 2 O O O o00 a N\\ Q 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+00 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 0 N vM • ,-i HORIZ SCALE: 1"=50' 223B: DI-3B 4 ft Throat _ 00 VERT SCALE: 1 "=5 STA 10+00.14 ro (o m v o N ^ ° � T 236: 12" Basin -Circular Grate TOP 471.53 cn �i F m o (6 238: 12" Basin Circular Grate o r- p �? + m v 222: 15" Basin -Circular Grate Cb INV IN 464.04 (223C) p � v o o p O o � v z z STA 10+62.12 INV IN 464.04 (229) o Q EL o- _ > 0 INV OUT 463.94 (223A) Cl) OF z N t~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 O Q U) J> w M u; J LLJ J LL tY w O m 1� QLL a V) w }z} 0 V) Z O DE p IS DETENTION U ^2 I..f_ 0 in 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 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 f00 ov t ISOLATOR 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 TENTION = o u° � � STA 10+78.16 v z z 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 / 3.2' 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 / ,Z13 OF / p0 1`L2; NOe� 12 DO I 5 460 / 460 / 2 PROPOS D 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 460 221 P 6212 1�3p0b 455 455 450 450 N N 7 R I 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 440.44 (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 1 1 455 \ EXISTING 450 \ GRADE 450 PROPOSED \ 445 GRADE 445 PROPOSE 2.33' WATER LINEJ 440 _- 440 1-EX 1 91.34' OF 88.07' OF 81 PVC &I PN Ic @0.50% @ 0. % 435 435 o w �1w- LL 0? W W?WO W 7 H HOFO H + g gig+g w of w of 430 ff ~ 430 9+50 10+00 11+00 STR EX. 1 - STR 2 5 STA 10+00.00 TOP 462.73 INV IN 454.38 (8-5) INV IN 453.58 (6-5) 490 INV OUT 453.38 (5-4) HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 12+06.23 8 TOP 474.88 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 18-51 12+00 12+50 STA 13+1933 OP47 10 T9.74 INV IN 472.08 (10-EX.2) INV OUT 471.08 (10-8) 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) INV IN 441.90 (14-2) INV IN 442.52 (3-2) INV OUT 441.70 (2-1) 3 STA 11+88.49 TOP 448.71 INV IN 443.47 (4-3) INV OUT 443.27 (3-2) STA 13+90.10 4 TOP 451.75 INV IN 446.55 (5-4) INV OUT 445.99 (4-3) STA 16+26.34 5 TOP 462.73 INV IN 454.38 (8-5) INV IN 453.58 (6-5) INV OUT 453.38 (5-4) INV IN 454.26 (7-6) INV OUT 454.06 (6-5) 7 STA 17+33.90 TOP 462.01 INV OUT 456.04 (7-6) 465 EXISTING GRADE \ 460 / 460 / STORM -� WATER SERVICE LINE, / PIPE 21 DEPTH APPROXIMATE, / TY . 455 1 3 455 J g OF r 5 I 6-5 8 PVC 381P OF 231% PROPOSED I vc GRADE @ 1 0% 450 450 I \ I 5 236.2 OF Q \ 8 V900( 445 w 445 5.4' \ �� g + \ 4-3 I 12' 291.62' O c r13 OF PVC I co 1.250 J J J J J J 2 ¢ ¢ ¢ ¢ ¢ ¢ ¢440 ¢J ¢¢ 440 113.3 wM w qq wM wLo wao wawa Lo wMwu� wa wa wM w� 8„ VC STOR In 0) HO ¢O F ¢ H7 ¢v H(o ¢� F(O ¢N H� ¢(o FM ¢n O HI- ¢� F ¢a Lo ¢(o ¢°o N O Hr ¢oo H ¢ @ PIPE 1 3 + N J + M J J + M J + _M J + J + �_ J + + _� J + J _� + u) J + u J + u + (O J + oU) J + U)U) U) U)U) U)U) �N �� U) U)'nU)U) U)U) U)� U)U) U)N435 U)U) U) 435 2'co w0Ix [C� w� w'0) w JA -w lwM (o w� w- 0 IX(O w'Il. w' 1� w wm 0) wm w' wO) W� wM WM W W 0 wO1 wOW Mw(0 M Iw(O Iw(M (o WM WO W M W W M N W 7WWM Hu') F r HO HM HLwH(OHr co HI- HN 1� Hco H� F r H F r r FM H F u) gM g+g+ g+3+ g+ g�g�g� �gm go M g� gM g� g go g� g 3Mw0 w0 w0 w� w� wN wNw NwN N wN wM M wM w� w� w wu7 lk u') wu7 w w1�430 �� �� �� CA� fA ft CA CA 430 9+50 10+00 STA 13+90.98 TOP 485.39 INV OUT 476.23 (10-EX.2) 490 PROP SED EXISTING HO IZON 485 GRADE ROAD GRADE 485 \ Q'qQa wm w� 480 ~ ~ +o \ 480 � PROPOSED LINE( U) U) /WATER 7.0' 475 / f o 1475 a 6y c QJ oo�o 06 PROPOSED 470 / WATER LINE 470 PROPOSED / GRA E / / 10 a, pF 3129JG F 465 / $ °I0 465 PROPOSED WATER LINE 460 460 03p 2�6 QJGo 0 �6121 455 J J J J J J J 455 W co WLf) U. co W W It W W W M LL M Wu� g+g�' N g g" 3° g° ga a gco O_ _O + + + N 04 N 450 A cl) o' ` U � co � U) w w 450 485 11+00 12+00 13+00 14+00 STR 1 - STR 7 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 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 10+03.00 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 480 '475 PROPOSE \ I GRADE 3.8 475 470 470 ATER �ERVICE LINE, 9-g Ti EPTH OFA PPROXIMAd&5 465,23' @ 1.79% 9-7 11.02' OF 8" PVC 46O e° 2.00% J J J J 460 w 0 O W 0) W W 0� W N H H N H H N H M O O af O 455 U) ~ co � � ~ � ~ 455 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 447.93 2 SEWER EJECTOR PUMP INV IN 441.90 (14-2) STA 11+30.14 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) 460 460 455 455 450 PROPO ED 4150 GRADE \ PROPOSED BUILDING \ (STING 445 \ GRADE 445 \ 440 I 440 2 48.02' O 11-1 6" PVC 31.71' F @ 1.00% 6" PVC 435 @ 1'0 % 435 STORM APT1-13 PIPE 11 1312 5.27' OF 47.41' OF 6" PVC 6" PVC @ 1.00% @ -14.11 % 430 430 17+00 INV IN 443.26 (16-15) INV OUT 443.16 (15-14) 18+00 SEWER EJECTOR PUMP STA 11+1046.09 OF 44 INV IN 435.25 (APT2-16) INV OUT 435.25 (16-15) 460 455 455 450 450 PROPOSED PROPOSED BUILDING GRADE 445 445 15-14 1.7' 3.19 OF 440 6" PVC 440 14-2 \ 35.26' OF 6" PVC @ 1.50% 435 435 EXIST NG 6" PVC GRADE @-28.98% APT2-1 4.85' O 6" PVC @ 1.00 430 430 0 50 PROFILE SCALE Bryan D. Cichocki Lie. No. 53741 M E 0 0 U N ,i N 0 > E w ai E w w u. 3 a0 3 0 U. - wo `mom d' W L smo a�� Vo W J -N M (A N (� W w � 3:o x oa = M = N =U W� N W M a� (=`w z O a_ w U w o z 0 U) > w of F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN T cb O 1� l� 9+50 10+00 L 11+00 12+00 13+00 STR 5 - STR EX.2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 14+50 9+50 10+00 11+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 H JOB NO. 47036 SHEET NO. C7.2 Bryan D. Cichocki Z U lie. No. 53741 SSIONAL y?oSG M E 0 0 U N � N 0 > E w v E w w 3 Q a o 3 p LL — wO `mom j V20 Z w — iri O 485 485 > � W U Z f a u �Olnx (n Q O c ti U N N =v¢� O �� s° > o0 EE wM w UU 00 �H 00 09 RY 00�1/ � f"*� m 1-EX.1 0 L O O 0000�x F o! LU a N\\ Q 1100, z O in DATE j 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN • ob 1� T� 0 Vl U w LL OQ J' LL LL 16 Lj w O J CC n/ LL Q LJ_ w co LL] T� Q Z w o J LI..I LU 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 = o 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 j j / � ^ a a � � aso a aso Q�Qo ��� s„Xs., � w+'w`+° H�H� Q�Q� C�QC7Q 475 475 � SAN I � PIPE 470 470 / TEE 1 ZZ > o > o EXISTING Jn Jo j o j � GRADE 465 465 W + W + > J O 0 50 fn aO (n ` / W O / / Q �a N 460 / 5' MIN. so ai 460 / 6"X8" TEE 8"X6"TEE ' 455 TO FHA 455 PROPOSED r �' GRADE 450 450 3. 'MIN. I �� B" CLASS 52 DIP � 8"X6" TEE WATER LINE 445 8"X8" TEE TO FHA 445 E � \ i 8"X6" TEE TO FHA TO FHA 5' MIN. u 1 440 440 SA ITARY STORM PIP 1-EX.1 � PIPE 123 BLOW -OFF SSEMBLY � 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 430 >O > >(O > � > � >(O M>O > >� CYO >I� O >LL7 > > u) >aD > > >a0 >M > >O >M >� >� >N >� (L' O CY Wnj W CYO Wap Cr W�p Cr Wp Q' Wrvj LL7 � (L' njW N CY rry W Wrp � (L' Wpj O M O 2' p Wrvj M CY W C= Wap u� CY W r 2' W � CY WrW M ap CY Wnj W�W�j � Cr W W � (L' Wap N (L' Wnj N CYO W�j (L' Wap N V N (n O (n + (n W + (n r + (n N + Ci co + u� (n + u� (n + + (/7 + M + � (/7 + n (n + (n u� (n + (/7 + (n + W (i + M + (n u� (n + 1� + (n O (n + + Ci n + (n N + (n r + (i � + O + d'O � �O d'� d'N 2'N MGM � CYM w� (L' V V G✓� CY C=y) �if1 ti' CY O(L'O CYO ��CYO � I-- (L'n CY 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� N a~QF F QF Q QF QF Q QFQF QF QFQF QF QF QF QF QF F 425 425 L 490 490 Bryan D. Cichocki Z U lie. No. 53741 0 lG/e/Z r �41' 1G�,F> SSIONAL y?oSG 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 V 00 z 490 490 w .J. — O rn ry V ti W w Z f ? U : o Q W � S ry z 2 2 =v¢� O �� F °N > 00 wM L UU 00 �H 00 2 o O O F o00 a N\\ ^� z Lu cp 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 12+50 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 co LIJ w T� Q Z loz ui wo J `i • z w Q O ^ U Q I..L r. C) O + + + jj + 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 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 EXI TIN / � 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 6" CLASS 5 460 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 co W � W W Q ~ Q Q ~ 445 445 0 � 485 485 0 w M EXISTING 480 GRADE w + H � 480 PROPOSED \ G DE 475 475 3.5' 6"X8" MIN. TEE 470 470 SANITARY PIPE 10-8 6"X6" 465 w w w TEE 465 SANITARY SEWER 6" CLASS 52 DIP � LATERAL, DEPTH w � � Q; w Q; � w � Q; WATERLI E APPROXIMATE, TYP. � � � a0 � N w� w� w� Q ¢ Q ~ Q ~ 460 460 EXISTI G PROPOSED G E GRADE 485 \ 485 B" 8" TEE TO 480 3.5' EXISTING 480 W TERMAIN IN HORIZON DRIVE 8" CLAS 52 DI WATERL NE � 475 -jr � 475 `+� TEE w Cad Q 90° BEND TO � � FHA 470 470 "CLASS 52 DI Q �O w � J WATERLINE > w+ N U �+w+ N > M Ho C]o�o Q� �� w�Q� ��C7Q 465 � � � � co v~i 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 f\ 7 f\ f\M O my m� m� aan ��� + v 1+° + v ll�t v aan om + v II W Il w II w II W O II �> �> �> �> II � Uin >W >m >W U) LLI W In W 485 > > 1,/ 485 9�0 / \\ mn 0)o Lo / \ \ r� co v + V N 7 480 N II � II 480 H J ~ W w W U > as a 475 475 0 1.00% 470 470 465 465 N04 'oM r\cl) No "trn c•cl) M ^m t-q ern 7v 7v o mr` 7� 7v 'n mM 7v V 9+50 10+00 / \ 6 (12 \\ —__0++ OAS LLOW IL LA E 11+0 / s z 0 co / \ -- — m m __° - --- ZD� / — Z- ou / Z / ---- / �m / A9 — m> / \ A / 11+00 12+00 13+00 SWALLOWTAIL LANE PROFILE HORIZ SCALE: 1 "=20' VERT SCALE: 1"=2 14+00 14+50 0 50 PROFILE SCALE Bryan D. Cichocki Lie. No. 53741 M E 0 0 U N � N 0 > E a E W Uw 3 Q UMtj p LL 0 WO`m` M �_j UOO Z — li O 00 rn � W ry V Z f w ti U ? �i Q W oa [nS Z 2 2 =v> O �� F 0 N wM of UU 00 O O O x F NO NO > LU LU p a N\\ Q Z O DATE M 111812021 0 DRAWN BY C. GAYNER } • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 01 1 1 \ \ \ \ Im r 1 1 -- -- --\\ DIUTIW`\ \\ \ \ \\ II I I I \ ly I / --\ \ -- �\ -- J > \ mmo --- D w ---L --1— 1 \�I \I 1 /� ,/ \\ \ I ` > b o m \ � \ \ \ v \ �/ \ D\ t 1 / \ m cn �D \ \ \ I \ ti \y I' \ Q 0 9g \ \\ \ \\ \ \ \ \ ' LLJ w co ui IL 11 50 \ 12+00 _—�—_—_ 2+50 I +00O—\1rl / \- \\ \ 01 k \ \ \ \ \ \ m� 13 01 co \ 1 \ Y \ 0D P1 00 JOB NO. 47036 SCALE 1"=20' SHEET NO. 0 20' 40' C8.0 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 c N ± V + V Mr, II w II w II w II w ;m ;w ;m jw L6 OR m w m w +vo�ri Ih* 475 475 F JI I i / � J OLww ocri >�a o' / a 470 7.11 470 ¢w w / U) d a 49 IO 465 / 465 -1.69°° / 460 \ / 460 455 455 450 1 1 450 O(0 hNp tl'� coU R0) NN �� cDN ^� �LO �M vt �N vI �N v- �N v- vI V col'- vI ^ vI W �1 vq v� N v� M Bryan D. Cichocki Lie. No. 53741 M E 0 o N = > E a E w LU U w 3 ¢ LL t 3 LL O W 0 N ^i �_j U000 Z — li O fl � co fn W N V Z f w v ti U ? 30�x w _ N > =v¢� O �� F °N V, > LU 00 U U 00 o ��� 0 Q- O O x F 0 NO NO LU p r.4 to a ¢ Z O tn 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' 447 457 458 44- ' / 47 / _-- W 449� 41 \ f/ ' ' // /� // / /466 N // // / / ///� // /, /��- Al R5j LU _ _ _ - - i \ // j / / ✓ �/ b/' /�Y+OO o �' / /' / �2+50 0° 13+00 n 13+50 1l/ FLORA VIEW DRIVE 14+00 I 14+10 / /' / > -�--- =�--- o I—T---t---------/--- t�---ti114+50.88 / / / ' / / / R15 / — — 7.— — — I 18 5 / / / I / / J' a R ' U LU T _ p / / OQ y , / R5' 1 / / /' / 46 / / / I / , I / ' J > i Ld / 4S 11 I j 'r' / I / ' / / / ¢t/ ' / / ' LL /+O / / /I // .i �., / ///'� / ./.... /' .t"/ - - - - - + . I . . ! 1 I I I / iA`n9" ^ / y / I • '/ ' . 1' • / /. / I / / LL i> ; l'�I 11 I I Imo. I / / I/ / /• / I .•// /� I // /,.e' [n / / ' p O�/ \ _ _ -' - - - - _ - - _ \ \ � - - - - - - /%. I I I 1• '. I. 1 I I I 1. I I J- I _..1 I/ / . J.. . / �� / , / L.L R3' _ _ _ \ \ / J ! � 1I • . II I I I I II I I � fl I � I I I ; •I. / �' • 7. ' / I / / ° /I / / 1 / / � / f / Q Q I I,;:;::;I,: Q 31'COMBI EDA�SA /�, - � ' - :: h^ _ \ \ \ � I I' � / f I � I : I : �' ; ,, • SEWER A Q'(NATER / / I R3' zEASEMEN / b 50 ; / aJ_ I'1: I; I I I I.La I i // ^ .Pf I I I :'I;;. WI �` j j•;� / �// , i I O � �11 MBIfyED ACSA 1 \ - ,,\: • / + d . Y R AND WATER � \ \ I I f • ' / I / \ I I •'•I'•' I I / pia SE E T \ ° \ \ \ I I I \' •;I•: I 1 'I'I I � ,. I �M 16 b� 4. a b6�I 0 co 4s\ 4147 9 \ \\\ \ \ \ \ \\ \ \ \ 1 \\ \ \ IJ 1 R3' R 5' l06 NO. a 47036 --h115 0� 18+00 0 °j o \ \ \\ R1� cq\R1 I - \ o \ \ Co. SCALE 1"=20' \� \ SHEET NO. O S ETBAYST�EET _ ^� �1-- ^ 20+ \ 0 20' 40' CS.1 0+f5.64 ACTS a4.9; 490 490 485 485 N N � Lo 480 + 480 o � _ /' / _ \ u > w O + V 475 11 9 0 475 ~ � V (j% 2.3 a 'G > U)w 470 > > 470 465 465 460 460 h � � W NO ^1c\R c.. nl V Lo R V1� V R� 7 �� V 7 9+50 10+00 11+00 12+00 12+50 RENEWAL ROAD PROFILE HORIZ SCALE: 1"=20' VERT SCALE: 1 "=2 P, 1CD \ p1 \ \ \ \ Qa +t \ \ O\5LU W i NI I I i O W ,n pi\\\ \\c�LU \\\— W \ i i I \ 11 11 II I \ KI '�•�•.' .�.i ... I '�"'//• // /''I I I '� ;I 1 In 10++00--- 11+5�1� / / / -I-- O \ \ 8 lb'M3N3 / 11+633 2 1 / tp 41�j af LLI \\\ \\ I I \ \ \\ \ _ I�i _ f / / i/ I I 1 II 1\I 11 1 \ \ \I \ \ \\ \ — J / / / I ,I J'••—' / � / ^ `I � I � \\\ 1 \ _ ITT —� QHT W \ \ o e \ o\. \ \ \I Bryan D. Cichocki Lie. No. 53741 ^� E 0 0 u N 0 > E a E w w w 3 Q LL 3 p LL 0— wo`m\ -i V oMo Z w — n O IL � 00 fn ry V W W Z f ti U ? 30,nQ w [nS Cry Z 2 2 =v¢� O �� F °N > 00 wMLUUU (• 00 00 O 0 Q- O O x F NO O LU p a N\\ to Q ^ O\ Z O tn DATE 0 > 0 50 111812021 PROFILE SCALE 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI . • SCALE 1"=20' 01 1 Ilk. \ \ I II \ I > _ / J w \\\ I ILLJ . I M z I_LI \ \\\ II I I m \ 1 \ I w w p LU J I \ I z \ / O -- I u cl� a a J' T I I! O 2 �T O JOB NO. 47036 SCALE 1"=20' SHEET NO. 20' 40' C8.2 L 470 470 465 465 / 460 / 460 / / 00 O Lo °D M Lo 455 6 � 455 J + Lo OR°�° � W (o M 00N /r II II R > > > ocN N� I n O�w as 0 + OD v II 1. 6% > > 450 M cn _W 450 /c �� II 11 > 1.25% w I a a roo "I+v w U)W v v / I 1.25% co W > a I aM M� II I'/ \ >a d I N coo v /o II 0 8°�O w \ a 445 w� v o4LU II 3 — I 445 W2.8o0/0 o (n w J w > I Ca s \ / >a a / ` a 0 \ — J I 440 440 I 435 435 430 430 p I\ W h M O I, (o O N O O N O O W O (D 1� W t\ d' co V O (O W r °] n O co °j 00 W 7 h O (\ IN Oi V1. R� v� RI v� R v� R v� 7 v� 7 v� 7 v� M v� 7 v� h10 v� h v� h v� O v Bryan D. Cichocki Lie. No. 53741 /0Il$/Z M E 0 0 u N � N 0 > E v E LLI LU U N �i Q um. 3 p LL -0 wO `mom j V oMo Z — ui O co d (n W N V Z f w v ti U ? �i 0 Q W ti _ N =v> O �� F °N > 00 wM of UU 00 00 o ��kz CL O O 000 > a �nrn Z O (n DATE 0 > 0 50 D 111812021 co PROFILE SCALE O} DRAWN BY Lo C. GAYNER • DESIGNED BY 8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 • C. GAYNER SWEETBAY STREET PROFILE • CHECKED BY HORIZ SCALE: 'I'l VERT SCALE: 1'l B. CICHOCKI • • SCALE Tl O ' 1 .0ol �\ /�\ \ \ I o // .�� \` %/\ \ \\\\\\\ \\ I \\ _ mow�// /// // // / // //' �/' / 3-----%y\ /< �\\% i //— as a\\\\\\°�—\\\\\ \\ \ /iZ--———-- — — — —— \ / r / / NAD 83 U U) SCALE 1"=20' O FM I J• / / // '/ /' / / 3?'-BI'� R4 \\ \ /..' \.'\�.\ \ f �� a°a J 0 20' 40' w m tiVq-TFQCJI�C-- ^ v.; .a/'G \ / R3� / / J / / / \. �• .\'\\. I LU S 13+ \ R5 I w U) LL /' 3x \ \ — WLij EL 14�00_ _ \` d' / / ro / / i i r / \• .f / / / /.'.'.../ \ \ �. — _ _ L.L L.L.. RED \. / / j: �. r / \NEE '. •\' \ •, � / \\',�\� \ `\ 74x — _ / i it • " ' \ 45 / \ < \ • \" _ / / ., /_ � \ \ \ � I / / / SAT g \ \.� \ \ � ` \�'• � _ 33, I 21,/\ 47036 ° \---'/ I I I / /° .L< / \ \ \ \\ 138� \ \\ \\\\� \\ •\! \ \ SHEET NO. I I I I I I I I //� / / \ \ \\ J I I I / a-<..° % \ _/' \ \ \ \\ '.\•'.' `��Sx I I I , I \ I I � , / A5 .: \ \ I I / /\ ��.. ` \ `\ \\ \ .�•Y Q C8.3 0 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 NM W 00 ARS Bryan D. Cichocki Lie. No. 53741 M E 0 0 u N Q O > E v E w > � U a) Q LL 3 p LL 0 wO `mom j V oMo z — li w O co � ry V W Z f ti U ? : o { � Q w oa "� Q = S= ry z 2 2 m > O LU LLJ F PN > 00 wM of UU 00 00 o 0 O O 2 F 0 0 > LU 0 r.4 to a a �nrn 04 z 0 tn 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 AUb T� r° \ I y -/ CiOM611 e V 1 ca. Q / ED ATE I 1 I 31' D WATER t I I ,,- - 4`3 I o�0 :•i•..1 : \ I I I I 1 oc' RALU '' ��' 1 �'' - °c l b� I I. `tW':'� ` I I 1 , 1' I ' I I, I;•1 aI EA ES MEw -' /' (n W 110, 1I�p . , n °LL ��_ 04 ' --- - � I\ \ I \ V.-\ \ I I� I I 1 II 1\.•.'. I ` 11II 1 \ J _— -- — — —— — — — .1 I \; \•. \ 1 I ACSA\ II w �--____ 3`1'�Q MBINED TER \ \ \ \ ` e" \ \ � ' \ .;�.I.;.;� \ \ m = .w•. — , ---- ----- __ --- _ onl a°: t \ ESE E T \ \\ \\ \ Ovc �,\ \\\ \\ �� : .\ �:\: \;\ \ \ 1 LL I� w w \ R3 �0 1 \ 47 U O N \\R1 , \ _ _� o i d I 1 \ \ \ 1 \ \ \ MI ^ 20+ 30.5' C \\�O-1�- SEWE q6\� vR R \CL EASE a 16+ _ - - - - I ` o a— �ETBAY STREET / C \ _ — w Dry \ \ Q Q LL _- \ \ :r . - - ,-I -�_ �`° I R 5 in 18+00_ I �1 _1-w� \ \ \ \: , \ \ _ __I _lam I \ - i•. \ \ \ \ \ Aq� p 1. �^ - ----- 11 36'COS� \ •\'\ — — � // ��' D'r0 ..i, ' I I \1 — - - - ' l — _ - - _ - 1 --�--- - _ _ '-----------_ \ _ � � � COMBINED / � ., ' I +- \ \ \ \ \ \ \ \ 48 / - -- ----- - ---- ---- -- - ANDSN 463I / ACSASER 1 - - - - - - — =_ - _ _ i 464 I AND _ r // -- — ---- ------ ------ _ JOB NO. 47036 SCALEI"=20' �, / - _ - / /�\ \ 4 48? c➢ _ _ _ SHEET NO. 79 � � �� _-__ - � 0 20' 40' C8.4 N N O) V r- 4 N I'll + II N V II II w II w / 1w�V-4W26 U > U 'O% > co> 480 480 N (D' I + O O CM Un i° II bz N n / II > rn�W �'' 475 II > - - 475 J as w >> o_ a 470 470 / 90co co II u > / 465 465 w >> / / 460 / °I° 460 / 0 OD / loni M j 5 II 455 Lo V J w > >> J as w �50 450 w N N N 'IT°� °j N IT co W Lo M co co � O) co � N 117 h O h V N V L V V (D V O V �' V r V 00 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 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 M 00 1 1- (o ArF 00 (o , , Lo 0) N In + Ol + II Ol II II U II LU U c) U w p>p 460 in w 460 Co. o � 455 ri 455 + v rn o / p It v(o / ~ W uo W II a 450 u oo E> 450 (ni W J (n W > > a 445 445 440 440 435 435 'n0) N R C h0) Rq RIT co 9+50 10+0°HONEY BEE11+00 WAY PROFILE. 12+50 HORIZ SCALE: 1"=20' VERT SCALE: 1 "=2 04 I/ / / ,I/ / ' :�'iy.• / ' / / / ' / / / LLI Of °u Will \0 I1 IIIII,I III II I(lv�1�G$ ` W °W oo ° ' \lo OTS/G , o yq�o ISTANU: I 1 ° o ° 1II1 o 1 ` / / 9 SEMENY , I I I I 1 II II I I I I V� IS�P��I / / // / , b56 \ \ O O o 1 o° o \ O o I 6� 1 I 1� I ♦ �, r l 1 I I I I I I I K/ I / / / ^h a / \ ° 0- \ OI°I O o ll I 1 1I II I' I 1I 1 1I III III I II IIII I1 IIIIi °.oI❑�I 10 00 B-10+-5a--'m/— 11 00- N8 o o T1-EYE n� ° °I �1 I ' / I \\ of I o o O , I o 0 + o 0 , I ° I l o l I I Z fn II 11 I I I I 11 I r, 1 D I I I III I I I / \ \� ~O II o ° 1 t o I U) 1 I O , I o O I I o I II I �I O 11 11 , I I 11 II II 11 I I 111 11 .o' `\ `\ 'b,l �1\; ;•ij I, y\ `� \ O II I I 1 1 o , o o No I I I I I I Gm"1 , I I , 1 , I I 1 \ W O I O o f I O I o ' I o f \ o , I ° o 1 I III $° MAYAGED �_I 1 I , I 19-- 1 1 \ .\p >\ \ \ \ \ I s `\ \ I• ' ' .�� \. ' STEEP S0PES ° 0 2 dI \ \ \ \\ \ \ g ° TYRICAL) I 1 I I I 0 I I I \ "+' \ \ \ \ \ \ < \ a 1 I o II to I 0 10 b I o0 II I 11 1 I \ >\ L \ \ \\ Bryan D. Cichocki Lie. No. 53741 ^� E 0 0 rn u N � N 0 > E v E w w a)3 Q UM tj 3 p LL 0 w o `6 \ V 0000 Z w — (n O rn � ry V W U Z I- ti U ? 3o�x w U-) _ ry Z 2 2 m > O LU LLJ F °N > 00 wM of UU 00 00 o ��� CL O O x F NO NO > LU p r.4 to a a �nrn 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/ \ w w LLJ L1J < I z IL .1000 I // // 0 \\ \y+ \\ / 100, \ 100, M I / I \ I \ \ \ \ / co JOB NO. SCALEI"=20' 47036 SHEET NO. ——� -- 0 20' 40' C8.5 L 12 / 1 I I I I I I / / r r\ i ___-114 _ O SWEEP\ \\ `\ \ \ \\ I • / . / / �/ /�\\\\ \\`\ \ \\�\\\ --- @,- *N,5 / \ \ \\ \\ \ \ — v/ / , , - / \\\ \ \ \ \ \ - 430 m® 4 / / \ \ \ ¢ V oo Z LU LU Ln S 0.1 1 -CP 1 \pNAN 1 + /\ O NO O\ ,co�F\\—� \ \ 1 IrU 0 N N \ \ZO W DATE z _\\x�\1\111812021 DRAWN BY '/'\ \ \ ` \\1C. GAYNER DESIGNED BY �T\ ` \ �:p\. \ \—� /\ / / 1 xl I I, I I I I I II I I /j // /� --�\\ \\ `\\ \\\ \\\ �\\ \ \\ \ i 11 11 •C.GAYNER \ \ \ \ \\ \ I I , 1 r; / I I I 1 I I I I\\ • NAD83 CHECKED BY \\x/ ^ \ \ `\\ `\\ `\ \\\\ /l11 11 \ • B.CICHOCKI . 1 I I I I I 1 I I I / /`� \ \ \ \ `\ \ I I I I \ y 1 I 1 ' I , �/ / / � \+ \'�\ I •• • SCALE SCALE 1"=20'` 1 "=20' -- ——v I 1 I I 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� �U ,, 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 1 I • 20 \ \ I \ \ I\ \ ` ` 6 \ \ \ 7 \ ` \ \ \ \ \ \ \ \ I d b R3' Q _ _ _ , \ \ I / X I I I ° Bryan D. Cichocld Z \ \ \ \ • \ ` 1 \ \ Lie. No. 53741 `` \\ `\ I 1 I 48 R1 vv \v° \ I R15' _ _ \ 1 1 \ I / \\SSIONALO� S ET'8AY ST EET of \ I E I I I Q LL 3 I - - - - - - - - - OLu s M J V co Z \ o o LU ry a \ \ p8 �x vry z 22 48 / Fv¢� O ww 00 p ZIn(n N Sq ' / I / o g u, w O O ---k11 - - �k- ——^—k--- ao p p p W 0�- POSED6111 OTR/W� - -EN ' J /' / // I \ W / \ \ SAllL \ \ \ c=.1 O N X / a W r a w W / / k ' // k/ I / / \ - - - \ 0 DATE k k a w `ii 1/18/2021 0 P( X / i ° / / o \ _ \ _ } DRAWN BY / 1 \ / / - , , , \ • DESIGNED BY / / / / / / / \ ` \ • C. GAYNER III II //// I—�_ /' I I \--- / , / // /// /, //' // // /// // /\ \ \ \ • CHECKED BY I I 1 � 4— � I � � , , / / / \ � I — `l \ \ 3 • B. CICHOCKI SCALE I"=20' • SCALE I/ II 1 1 ' —.,/ I I ./ I — — — I 1i' // // ' // �J�� /' I // �'` `� , l I I `\ I_---_—�\ \ I \\ • 1"=20' ►' ' / I �'� 1 1 \ ` ��r / / / / , ,, ' , , \ �� ,'y y 0 20' 40' • .,nn Inn HEIGHT OF OBJECT = 3.5' SDR - 18 ' (TOI NITERSECTION 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 GRNDEJ 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 0 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 _ _�����is-��.w _�w• --►gyp,- � I/ � �1Ali 015 r r HillAmAv = Wool -- "� r rs- Dw MA" ., Ism , _ %Sol -' r� `■■■■!-� r-r° .Bel • 001 I is, PON v- f '00 Maw VA MISS MEN �■ �l S I �� ■ ■ ■� i ■� m��,�_�='tom Will IV 465 465 460 460 EIGHT DIF 455 455 EIGHT O OBJECT = .5' EIGHT OF EYE = 3.5' 450 450 S L-100' \ 445 445 PROPOSED BADE 440 E ISTING 440 435 435 430 430 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE PROFILE - HONEY BEE WAY #2 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 Bryan D. Cichocki Lie. No. 53741 °_ • .o'\\.l \ �' 0 III I � �� � QLL 0 3 � J V oo Z �` �• v l 1 I I IhII I I/ O �Ory � � 3�i'n� U) LU z 22 xV¢v�i O �� w 00 Of U U o w 2 2 M Z U)i ((i) �\ O d QQ O �» NOO LU U 0 ry�N Z O 0 DATE > 111812021 DRAWN BY C. GAYNER \ • DESIGNED BY ' ' \ _ - ` \ \\� • C. GAYNER \ \ • CHECKED BY NAD 83 / ' / \ • B. CICHOCKI , / / • SCALE �< SCALE 1 "=20' id 0 20' 40' / • CL O ' 1 Vl U) 1■` J U _ LL o O / 0 W � � LU w U r-I aLL Q LU ( � O L0 V / Q O 0 C) V J O O 2 O 5 U) JOB NO. 0 47036 0 50 SHEET NO. PROFILE SCALE C8.8 L �• �► �.�•��a�c�aaw�� I __ !!. .b � �• 1 a�� allllll III — �, � ���,,. 7 owl 40 \ �i FA 111 WAWA 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 Bryan D. Cichocki Lie. No. 53741 1%/z( M E 0 o N � N C > E w v E ui Q LL 3 p LL o V oMo Z —n O W z v M f i � � �oV,x U) oa z _ = N z 2 2 ¢� o �LLI o > o0 wM � UU 00 00 boo W F N\\ Q z 0 (1) DATE 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 06 0 Y /� V! 1■` U J_ LL O ; 0 LU W � � w U m 1� Q Q LL LU O L0 V / O V J C) O O I O JOB NO. 47036 SHEET NO. Ci8.9 L • • •.A WON;, �'01-`• _ri`7Li3 ��� �• - _'— -; ►- . L , -- -=ice '/8•�r/ i 1� I � � �� • S" `" I . ���1 ��'�� �+•1��'" �• �; v��� _ �,i� _ � _ , " �►:... '> _ ► Ili I -:t'.. , _ � :J ;.•� ■■`J�V_�■■I L��e% I 7/li'/1—I/VVII---1I1._iiQ ■■■■del■■�■■I,:,;� `%� l � .�. `-=_ � _; �,,, ■ _ ���,�,� �r'o1i;siil�■�� �� ��� VAC 1 - . ■ - ii>1111114t1.+:1.11_I!.#'1.1%"ii ;OR,pt,,►►. �' '` IreMEW fillill: _ III■ �®�� I �II�IIII III■ _ Elm ■�� � �► .�I �/lllll III■ ,� �r �,,a� -,_, �I�� �1111111 III■ _ �' ��,�' ` Me IN / . ri41A'/A11AY1i 6'�0ii4:Ofl► ``'- >' ��V�►I!���0!,� _. fit. ��. f� Al ■�� ►a -Si _ SCALE 1"=20' AR5 AR5 EXIST114G GRAD 480 480 OBJECT = 3.5' HEIGHT OF EYE = 3.5' EIGHT OF OBJECT = 3. ' 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 Bryan D. Cichocki Lie. No. 53741 ^� E 0 � o N � N C > E w v E Q LL , 3 p LL wo �� -3 V 'Mo Z — n O 00 rn IA N V ti C7 W Q M � �olnx (n LU U-)x =N z 22 ¢� �� s° > o0 wM of UU 00 00 o oo W F N\\ Q z 0 Vn DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' rl C6 O Vl U) 1■` U J_ � O o / 0 W � � w LU U m r-I aLL Q LU O L0 Q O V J C) O O 2 O U) JOB NO. 47036 SHEET NO. C8.10 L 239 1 1XA 207 b7 / / / / / 22� / / / • ' • 27 ch' R I I ADS BAR UDA / ' / / 240 ` I i I SYSTEM 8' DI ETER �� /' /' / / / / / / /' / w 28 I / w l I / / / / / / / I / / / i i / / I / / / / / ~ / / // / i / / / If I 9 I I If \ / / w 1 1 1 I I I I I I I I I I / // / / ' / z / Bryan D. Cichocki Lie. No. 53741 / / � ' oLL1 v E i / ' ' Ids' i 11 ►�i '��/lllll IIIWE�a►� �r ���. �� ,/ate \` III■ �� ` all�llll _ I ,��,` _ III f 110111 4An 1 11 f—HEIGHT OF OBJECT = 3.5' 485 485 J HEIGHT OF EYE = 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 w — - i H W tail 3 �vw3 Q U. o 3 / / p ILL w 0 m / r � V oMo Z — in O / rn O > N V ti 30V)x Un LU U) S ry Z 2 2 =v> O LU� m m i N > wM LU UU 00 00 \� 0 a�� 0 > j I I F pNO O LU N\\ F 04 U a p N\\ Z / o DATE (/) 0 111812021 0 DRAWN BY / C. GAYNER / / DESIGNED BY • • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE • 1"=20' • SCALE 1"=20' 0 2o' 40' T" 01 ' 1 0 TT� V/ 1■` U J O_ LoL ' / 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 O. PROFILE SCALE SHEET C8.1111 0 m 3 a 9x oo n0 �Z .2O o � c A — a �N a0 8 Oc xg O 3 rn ZN O� 2 o o r LS n d m 2 Y M � J N X d. 1s E `o M 06 06 a c 2c 10 a 0 o 2 0.2 m a � N 0 0 no ON c E F_ L UnIf / / / / °^5.. • , / / - - - - - - - - - - - - _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1/ / I / an D. Cichocki 'Za vco \ / / / y I I/ _ 11 11 \ \ I / / i i' r , / / 4T /•. / \ \ \ ` —� \ \ \ \\ \ \\I\ \ \\ I /I/ i lac. No. 53741 -�---�— I — ENEWALR \\ 22 1 I oS Cs1 / I SIONAL L/ k I / I 1 \ /I / /i '� 'I \\ \ \ \ 1 1 1 I `/ I •� _ nl E I I - \� I / _ �',-- w - E LU r\ � � ' rrLu L M vxIIIIIII — — — aiLL LU p (n (A '�-' U > O_ W W �v h ti c �^ \ \ \ I / \ \ \ \ ` \\ I I Ih I I uo ° o I oo °°Oou 4 ° °' / / • \ \ \ `\ 2 •\ \ \ • \\ \ \ \\ / I / i ii� mil � O O \ \ X I I I I I i / = _ ` ` \ \ \ \ \ 1 \I \ I II �. I I I • u / Y� °Oo °°°e ° o° / / / \ \ \ 4T \ \ \ \ \ \ \ I\\ \ / ) / / / ii o w Z Z 10 / 1+5D O \ \ \ \ \ \ \\ \\ \\ I/ �i ' 0 `51 \ \\ SWALLOWTAIL LAiJE \ \ x \ I I Z m Z _ _ _ —'— — mqzK J I/ C II I I / - ` D N/ / / / I \ \ \ \ \ \ \\ \\ \ \� \p\ I v7 � ZE d d p Y 1 / �G k \ Y' i / S \ \ \ \ s p oo 3 » r / y \ \ \ LHO AILLA E I C / \\ \\ 4 \\ \ \ \ y I, NNI J ` \ \ \\ \ \ / / l I M I �p - \ \ \ te,•.. \ \ `\ ,� `� \ \ \ I I //�' �m� w ryryry I 1 / > 0 0 0 .w-i F ry04 d I 1 I A O \ \\ e\ \\ \ \ \ \ li ¢ tinrn \ •� I I I , / , — —don — —O \ \ \ \ \ / / O _ _ \ \ 1 \ I / I z I—r— i—don/', �, O \\ —'—dJn — I—r--don \\ \ \\ DATE I \ \ y \ — lOn —cl I I I I / / / \ ` \ I I v / 1 - - \ \ \ \ \ \ \ 1 \ 1 O / �; { 111812021 —Lon— — -� 1Q I / 1 \ \ ` \ \ \ \ 1 1 I Z\/ ^/ , O DRAWN BY -----\ \\\\\ `\ \ \111/ GGAYNER 1 I / I ICto C. \\ \ \ \ \\ \\ \ 1 1 1 II ''i DESIGNED BY / i V I I I I I I \„I• / / � - \ \ _a . \� / � , / / I I \ \ \ \ \ \ \ \ II 1 1 f 1 • C. GAYNER // I I I I I I I I I / _ _ k - -� - / / / \ \ \ \ \ 1 I I 1 \ \ ti9 • CHECKED BY cy // 1 I i yl I I I / — —� _ — — / �/ // \ \ \ \ \ `\ 1 11 I \ �' • B. CICHOCKI I I\ I I I I I I I I ' / \ \ - - c / / / / / , ' - \ \\ \ \ \ \ 1 1 1 1 L • • SCALE 1"=20' ir 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 O V J C) O O 2 O 5 U) JOB NO. 0 47036 0 50 SHEET NO. PROFILE SCALE C8.12 L / 0 0 0 \ to ° ° 0 01 / 0 , / 1 \ \ / / �o o / o/ °, / k 0 0 0 ' I 40 WIAO BUFFER �o0 0 0 10 o ° Q ° / I \ \ / / - - - - ' 0 0 ° # 0 ° a EX24"HDPEAPFR0X LOC. / / / 1 o ° ° O / / o / ° / / �\ �\ ° �p0 _ -a' Oho 0 o b / / o / o dpd/ \ / o°l — / Ol o o_ Y �� \ ,O 1 o d by / /4F _ �OOI0 ---' p(� j� /' / ��\� —� \ / 0 0 0 0 0 2! _ ' _ _ -0' �� /OT TA/•2 I ` - ' ' / 0 0 7J!•oo l ° 0 _ — ' ' / ' o ° 0 j / / / .ice — - / �— /Q /Y �,— / 0 0 qp 0 / / \ 2. /O / °�IOOIO_-3�o 000 0 0 __ __' - -- 0 _\ \ // 0 00 0 0 '// -905tlN!•39'0 0 0 0 009VW __, _ j i �/ / /// ///i'—' --_ \\\\\ \ 1 1 I I -- \\ --'! \�\� 1 \�T /-- ��\ __--'// — — p0ytl, - ' MANAGED , - ' /� \ / _ / VDOT S16� _ _ \ — 0 0 0 ° °' STEEP SLQPES` dN�/� / / / // 01VANCF _ _ - - - - - - (TYPICA / ♦/� EAS T -----__ ♦ \\ / �- — ' �Cq , �yo� ✓ 10+0 - ; %�i Sr0 I I - 1+50 -� ��•I• #tom / \ \ \' ' \ \ _ - /lgp�ST�_LN NGN�v631 /!!�v� V'�\O�f _ _ i _ _ ' / / ' _ ' _ _ 1 _ ' _ • • e o ^e I _ — X Gp 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 Bryan D. Cichocki Lie. No. 53741 M E 0 o N � N C > E w v E Q LL tj o 3 p LL wo `mom O W L M Qom_ V00 J —u M C7 Lu rvv Ul � 3ox oa =LL ti = > N xv >� o 00 W M � H CL O oc 0 z O u U Lu Lu o '�Qti O Lu LLj w U U of UU 2 � � In d In Lu uj O O F 0 DATE 1/1812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CI(HOCKI SCALE 1 "=20' 06 O Y / U) U J LL o O / 0 W � � Lu w U m 1� Q W 0} ~ V / O C) O O 2 O U) JOB NO. 47036 SHEET NO. C8.13 L o 1 0 50 PROFILE SCALE -- ---- GENERAL NOTES \\ \\� --- --- f-/A---''��TH 0F��� PRE -CONSTRUCTION CONSTRUCTION/INSTALLATION INSPECTIONS/GUARANTEE \ i R W. III • 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 I — — — — — — — o. 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 - 09/22/21 / LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER 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 \ / I sC� pE • 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. \ i 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 \ °10 EE INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND INTERFERE WITH SIGHT DISTANCES. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND \ N u 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 I I I 0 STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE CONTRACTOR. \\ 1 I > 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 I \ w v E = - TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHICH AFFECTS THE GUARANTEE. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT \ w .N 3 I u a)¢ a 3 • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE �+ 3 AND CONTRACT SPECIFICATIONS. CERTIFICATE OF OCCUPANCY. 1 I I I w U. `6 ^� • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. I I I a W v smo z AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED I I w - ui O PER TEST RESULTS TO ENSURE PLANT HEALTH. I I I a co, ry In Lu Bw 30�Q Uri _j ai w p V) V) I i U Q O W W Em 00 o _ �--------W--r --- ------ ----- W = Q Q / / EXISTING TREE LINE TO REMAIN AS TRAIL BUFFER �aa / I / \ \ \\\ \� / / , / , ' / / , AND COUNT TOWARDS TREE CANOPY CALC.-� - - / / / ' , / O L D L Y N C H B U R G R O A D / \ 0 '// \ \ — — 7 / Ir / / , I l 1 / 1 I _F_____________I __--__- _____ �_ \ 2 /may 1 \ \ / / / / _ — — , — -� — —/ — I I / 1 I___�_________________�_____�_____� __________I_____ ___________ F rf I _ 1____1_____________ �__________1_____ p r r.�rs. . . . . . . . .- r.�i r.-r.1-���r. r�,r.� r. r.ra r. r.�r. r. ir. r.irs/r. rs r. rT�ir�r. r. r. lr r.I�r��r��r. �Ir.�r. T-ss�--rh��� rti�___--- r�r.���l ter. I 1 a1'-\ .-r ti ti `I 10.02' R/�V I I 1 I V A V II 1 ------ 1�- _ 0 ry N N \ I / - \ \ 1 t-___- ___ ____T ___t- _ +_____ __ ____t- __L-- _1- -__-- ___ \______�_____ �_____-___- \ \ N N ° L1.2 Ole \I � _��O�L 'N/- _ / I i— Aa-r.yt�2 V- ^\��•1��rt.�P%��%� �-- � /I -r\t-�1_� \I _'�I /-\,r�_t' I\ v - Axv `• m v\ Vr- t.v�v ,_/ ___ v �_ _rtGU�_G/ vi�T � ' -re`- - //�1 \ Ar.. _�_ \ r��. r_'ar\�.x/v ��J- �-�� \MI ����'�- � --�vOW I� //�R\�'-\- E /--. ��/ k ���• / IC>`1iA / �j\ r7./ �\� iA\IV vI I \ Iv lv1 ,v- -a \v�,! -•A°v / \ _ I \�-v •�/ - 7 � p•CrO-Z/ lI\ A . / -I, —1 _ -` '- �--G �-' - /- \ / _ 1- / �� •<>Y•• 0OOMWJ ryDR A \EP ^W�CN\ _ PLAYGROUND ALLREC SYNERGY SY-3013 WITH A \ \ , / z _MULCH BASE, ORAN APPROVED EQUIVALENT - 9 059 SF OF ' annRF DATEAMENITY SPACE 0;0_ ire. 0 n 6,77m Oi FO9F DESIGNED B Y'B z Y� �6 LINE,, Q o RECREAFLr 7E o/ AMEnu7Y . , LOM.RACHNER /oMANAGEM o CHECKED BY STEEP SLORES of (TYPICA 96F. HANCOCK °/ ^/oo SCALE Z=50 oARKINI TH - 20' m o SWEETBSTREETOT1 o0/ / _ bLuT2 � o E o 8� � .°, PARKING LOT1 z NEW a j Lu i w ------------- Q V _ _ - OLU 26 I77 SEEC Lu � L tl \Q U) Lu —GP Lu UGP Z/;Gfl �P= - //`\k _ _ O A 7— UGP _ W. SYCA-SAN_TUCP UGP Y XLLJ MAPLE U- /G UP UG=P— �j UGP— IT/ARKIN/ /i O NOTE: � �J /) x� _ - - �Gr -LANDSCAPING PLANTS AND TREES ADJACENT TO AND WITHIN THE / \ , SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO 3 JOB NO. R\\ / / / / I / ' / /a�/ / / o� \ / / - - \ - \ , ` \ \ PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. NPR 47036 - _ / r� / / , ' I j / t� _ - - _ _ _ v v v S/AMENITY SPACES WILL BE j I LANDSCAPE DESIGN FOR OPEN SPACE / / v _ _ - - - - SCALE V=50' t�\ \ � _ / - \ _ � , - - PROVIDED BY WATERSTREET STUDIO. / \ ` _ _ - _ SHEET NO. AN APPROVED BE THE ANAL SYNERGY SY-3013 WITH A ROVED EQUIVALENT. � 0 50' 100' L1 . O MULCH OR SHALL \ \ I I L