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HomeMy WebLinkAboutSUB202100079 Plan - Revision 2021-08-20;4--- Bryan D. Cichoeld Lie. No. 53741 -0� g/�/Zt oIONAL 02 VMS M E O O U N ut N 0 > E ROAD PLAN (SUB2021-00079) u�3 < LL i mn m .-I M u m Z ,--i w J - n 0 # COUNTY OF ALBEMARLE VIRGINIA �04N U) z�y� �w H X U SITE INFORMATION , ¢ � `^ � w g TAX MAP PARCEL, ZONING, AND OWNER INFO: 09000-00-00-001AO o a Ov PARCEL AREA: 8.83 ACRES DB 3375 PG. 063u zo ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 0 4/ 1 3/ 2 0 % L 1 0 M > WLU OU M 09OA1-00-00-001E0 PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09OA1-00-00-001DO 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 LIMITS OF DISTURBANCE: 4.11 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY BOUNDARY TOPOGRAPHY SUPPLEMENTAL TOPO WILLIAM S ROUDABUSH, JR. 1974 LOUISA AERIAL SURVEYS, INC. TIMMONS GROUP ROUDABUSH, GALE, & ASSOCIATES, INC 2003 P.O. BOX 340 28 IMPERIAL DRIVE ROUDABUSH, GALE, &ASSOCIATES, INC 2015 MINERAL, VA23117 STAUNTON, VA24401 DATE OF PHOTOGRAPHY: 03/23/04 TELEPHONE: 540.885.0920 BENCHMARKS DATE OF COMPILATION: 02/02/07 CONTACT: PAUL HUBER, L.S. (SPOT ELEVATION) AT THE INTX PAUL.HUBER@TIMMONS.COM OF HICKORY & BITTERNUT ELEV=451.0 SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS DRAINAGE DISTRICT: MOORES CREEK WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. TOTAL IMPERVIOUS AREA = 2.84 ACRES BURIAL SITES: NO CEMETERIES FOUND ON SITE REQUIRED BUILDING HEIGHTS: MINIMUM MAXIMUM BLOCKS 10 - 12: 2 STORIES 4 STORIES OR 45' NEIGHBORHOOD CENTER SPECIAL AREA: 2 STORIES 4 STORIES OR 50' PROPOSED BUILDING HEIGHTS: BLOCK 11: 45MAX BLOCK 12, BUILDING 1: 35' MAX BLOCK 12, BUILDING 2: 35' MAX 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. ALL OF BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (121 IN TOTAL). 2. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. Table 3: Phase 1 Site Trip Generation ITE WEFOK AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT 11NITS ADT IN OUT TOTAL IN OUr TOTAL Phase 1 Residenhall'! Aparhnenisrrllwnhomes 220121 270 D.U. 2.000 28 95 123 DO 53 143 Single Family 210 30 D.U. 343 7 19 26 20 12 32 Residential Subtotal 300 D.U. Z343 35 114 149 110 65 175 Commercial Retail 820 25,OD0 S.F. 944 15 9 24 46 49 95 Office 710 25,000 S.F. 277 43 7 50 5 26 31 Commercial Subtotal 50.000 S.F 1,221 58 16 74 51 75 126 Phase 1 Total131 3.564 93 130 223 161 140 301 Phase 2 Residentiall4! AparhnemsfTownhomes 22d2l 143 D.U. 1.040 15 52 i 1 30 51 Single Family 210 16 D.U. 193 4 12 16 !1 6 17 Residential Subtotal 159 D.U. 1,233 19 64 83 62 36 96 Phase 2 Total 1.233 19 64 83 62 36 98 Southwood Total (Phase 1 + Phase 2) 4.797 112 194 306 1 223 176 399 Source: ITE Trip Generabon. 10th Edition. 1. Residential trip generation assumes 10% of the units wit be single family dwelling units. All others will be apartmenostlowntgmes. 2. ITE includes townhome , end apartments in the same category with the 10th edition. 3. The overall development (Phase 1 + Phase 2) is capped at 5,000 daily trips. To ensue maximum flexibility. Phase 1 lips were assumed to be split enemy 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. Oa<H I SITE LOCATION VICINITY MAP 1If=10001 DEVELOPERS: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVgqILLE, VA 22902 CX PIEDMONT HOUSING ALLIANCE 682 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 CUMULATIVE SITE PLAN TRIP GENERATION WEEKDAY LAND USE ITE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 54 D.U. 400 6 19 25 18 11 29 TOWNHOMES SINGLE FAMILY 210 26 D.U. 297 6 17 23 17 11 28 VILLAGE 1 TOTAL 80 D.U. 697 12 36 48 35 22 57 APARTMENTS/ 220 86 D.U. 641 13 34 47 30 17 47 TOWNHOMES BLOCKS 9 - 11 86 D.U. 641 13 34 47 30 17 47 APARTMENTS/ 220 121 D.U. 886 19 49 68 47 34 81 TOWNHOMES BLOCKS 11 & 12 121 D.U. 886 19 49 68 47 34 81 CUMULATIVE TOTAL 287 D.U. 2224 44 119 163 112 73 185 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 C0.0 COVER C0.1 CODE OF DEVELOPMENT TABLES C0.2 CODE OF DEVELOPMENT TABLES C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 FIRE FLOW DATA C1.5 BUILDING ELEVATIONS - BLOCK 11 C1.6 BUILDING ELEVATIONS - BLOCK 12 C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 OVERALL PLAN C2.2 OVERALL PHASING PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 ROAD PLAN & PROFILE C4.6 EASEMENT PLAN C4.7 EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C7.0 STORM PROFILES C7.1 SANITARY SEWER PROFILES C7.2 WATER PROFILES C8.0 SIGHT DISTANCE PROFILE - HICKORY STREET C8.1 SIGHT DISTANCE PROFILE - HORIZON ROAD TOTAL = 25 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL N z 0 f f AM DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N/A i U a 0 > .-. J LL 0 a L w 0 m Q Q ry 0 �0 W � z �U 0 QU 0 0 T� `i 1 O ]OB NO. 47118 SHEET NO. CO.0 L TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL&PATH TRAIL&PATH REC.AMENITY& REC.AMENITY& TOTALGREEN TOTAL GREEN TOTALAMENITY TOTALAMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONALAMENITIES&CIVIC RECREATIONALAMENITIES&CIVICSPACE BLOCK REQUIRED PROVIDED AMENITYREQUIRED AMENITYPROVIDED CIVILSPACES CIVILSPACES SPACEREQUIRED SPACEPROVIDED SPACE REQUIRED SPACE PROVIDED PLAN(S) (ACRES) SPACE REQUIRED PROVIDED ACRES ACRES ACRES ACRES REQ. ACRES PROV. ACRES ACRES ACRES SF SF 1 1.80 5.97 0.80 0.23 0.05 0.00 0.05 2,000 LF CLASS BTYPE 1 PRIMITIVETRAIL 405 LF CLASS BTYPE 1 PRIMITIVETRAIL 8.00 0.80 10,000 2,025 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL SDP202000048 0.10 1.10 0.29 0.20 0.03 0.00 0.03 1,740 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1,493 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1.40 0.29 8,700 1,491 THIS PLAN 2 TOTAL OF BOTH PLANS 1,789 LF 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 4,415 SF PLAY FIELD SDP202000048 1,866 SF TOT LOT 500 SF NEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 2,707 SF GARDEN 600 LF CLASS B TYPE 2 TRAILSa 1135 SF PARK 5 8 0.00 0.00 1.30 0.12 0.11 0.11 0.62 0.23 0.97 10,500 27,124 3,940SF PARK 4,000 SF NEIGHBORHOOD PARK OR REC. 1,855 SF PARK AMENITY 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS B TYPE 2 TRAILS 2 0.10 1.10 0.29 0.20 0.17 0.00 0.17 1,740 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1,493 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1.40 0.00 8,700 0 1,600SF PLAYGROUND 500 SF NEIGHBORHOOD PARK 1,059 SF AMEN ITY SPACE 4,434 SF OPEN FLEX SPACE SDP202100006 2,170 LF CLASS B TYPE 2 TRAILS b 6,779 SF REC. AMENITY 9-11 0.38 0.00 1.64 0.50 0.505 0.13 0.32 0.63 1.37 22,700 35,870 2,704 LF CLASS B TYPE 2 TRAI LS: 5,000 SF NEIGHBORHOOD PARK OR REC. 1,493 LF BLOCK 2 TRAIL (BLOCK 2, SEE AMENITY c ABOVE) 1,211 LF CON ECTOR SITE PATHS THIS PLAN 12 0.00 0.00 0.00 0.00 0.00 0.15 0.15 6,500SF ACTIVE USE REC. AMENITY 6,500SF ACTIVE USE REC. AMENITY 0.15 0.15 6,500 6,500 TOTAL 2.38 7.07 4.32 r 1.05 0.87 0.39 1.34 10.41 3.58 58,400 73,010 a THREE PEDESTRIAN CONNECTIO DISTRIBUT ACROSS BLOCKS 6,7,A 8 6FOUR PEDESTRIAN CONNECTION DISTRIB ED ACROSS BLOCKS 9,10, AND R 11 SPACE REQUIREMENTS IS CUMULA IVE D MAYBE PROVIDED USING NOT MO THAN SPACES, NONE OF WHICH CAN BE SMALLER THAN 500SF DISTRIBUTED ACROSS BLOCKS VSEE INITIAL SITE PLAN FOR VILLAGE 2 (SDP2021000621 FOR FINAL TOTALS �I TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY ASSOCIATED PLAN(S) LAND USE DESIGNATION BLOCK DENSITY RANGE REQUIRED (UNITS/ACRE) DENSITY PROVIDED (UNITS/ACRE) AREA (AC.) DWELLING UNIT RANGE REQUIRED AFFORDABLE DWELLING UNITS PROVIDED(ADU) MARKET RATE UNITS PROVIDED (MRU) NUMBER OF LOTS PROVIDED GREEN SPACE & BUFFER 1 0 0.0 8.0 0 0 0 0 2 0 0.0 1.3 0 0 0 0 NEIGHBORHOOD DENSITY 3 3-6 5.7 1.4 4-12 3 5 8 4 3-6 3.3 1.5 5-14 2 3 5 SDP202000048 URBAN DENSITY RESIDENTIAL VILLAGE 5 6-18 4.9 7.1 60-127 44 10 35 NEIGHBORHOOD MIXED USE/ NEIGHBORHOOD PLACES 6 0-28 0.0 1.1 0-31 0 0 0 7 0-18 11.7 0.6 0-12 0 7 7 8 0-18 6.0 1.0 0-17 0 6 6 9 0-34 8.3 1.8 0-61 0 15 15 SDP2021006 URBAN DENSITY MIXED USE 10 6-34 14.4 1.8 11-62 16 10 26 11 6-34 8.3 5.4 20-182 0 45 45 12 6-34 0.0 3.0 13-102 0 0 0 THIS PLAN URBAN DENSITY MIXED USE 11 6-34 17.8 5.4 20-182 51 0 1 12 6-34 23.4 3.0 13-102 70 0 1 TOTAL 34.0 150-450 186 101 149 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 TOTALPARKING ASSOCIATED TOTALPARKING PARKING SPACE PLAN(S) LOTS HOUSING TYPE SPACES REQUIRED SPACES LOCATION PROVIDED 1A-1D, 2A 2B, 3, 6A- 6E, 12, 24, (2 SPACES / UNIT) X (50) ON(2) ON 33, 34, (26 UNITS) =52 52 CARDINAALL HILL LANE 35A-35C, SPACES 36A-36D, SINGLE FAMILY 39A-39C DETACHED (2SPACES/ UNIT+1 (16) ON -SITE, (1) ON GUESTSPACE/4 18 HORIZON ROAD, (1) 4, 5, 8-11, UNITS) X (8 UNITS) = SDP202000048 ON WARDELL CREST 37,38 DUPLEX 18 SPACES (2SPACES / UNIT) X (39) PARKING LOT, (1) MULTIFAMILY(2)6-UNIT (20UNITS) =40 40(2ADAVAN) ON CARDINAL HILL 13 AND(2)4-UNIT SPACES LANE (28) GARAGE, (24) ON- (2SPACES/UNIT+1 SITE, (2) ON HORIZON GUESTSPACE/4 ROAD, (2) ON UNITS) X (26 UNITS) 58 CARDINAL HILL LANE, 7A-7H, 14- =58SPACES (2) ON WARDELL 23, 25-32 TOWNHOMES CREST (140)GARAGE/LOTS, 105+18GUEST =123 163 (23) ON STREET/ALLEY SDP2021006 1-70 TOWNHOMES 24 24(2ADAVAN) 24ON STREET/ALLEY 70-72 MULTIFAMILY(2)8-UNIT (52)SURFACE PARKING BLOCK 11, (11) ON HORIZON BLOCK 11 MULTIFAMILY 77 78 ROAD, (10) ON APARTMENTS (51 D.U.) HICKORY STREET, (5) THIS PLAN ON SWALLOWTAIL LANE (110) SURFACE BLOCK 12 MULTIFAMILY 105 116 PARKING BLOCK 12, (6) APARTMENTS (70 D.U. ON HORIZON ROAD VSEE INITIAL SITE PLAN FOR VILLAGE 2 (SDP202100062) FOR FINAL TOTALS PROFFER STATEMENT REQUIREMENT BUILDING HEIGHT MIN. FRONT SETBACK MIN. MAX. STEPBACKc MIN. AT BUILDING HEIGHT OF SIDE SETBACK MIN. MAX. REAR SETBACK MIN. MAX. TRAIL BUFFER SETBACKS MIN. MAX. GARAGE SETBACKc FRONT ACCESS MIN./MAX. MAX. PORCH & DECK ENCROACHMENT MAX. EAVE & OVERHANG ENCROACHMENT SINGLE BUILDING FOOTPRINT MAX. NON - BLOCKS 3-4 1 BLOCKS 5 NO MIN. I NO MIN. 3 STORIES OR 35' 13 STORIES OR BLOCKS 6-9 NO MIN. 3 STORIES OR 45' 5' 5' 5' 25' 25' 25' N/A 3' NO MAX. NO MIN. NO MAX. N/A 3' NO MAX. 5' MAX. 15'E 40' 5' NO MAX. ril_R� NEIGHBORHOOD CENTER SPECIAL AREA -� BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) O _ Bryan D. Cichocld 2 STORIES 2 STORIES 4 STORIES OR 45' 4 STORIES OR 50' Lie. No. 53741 FRONTS SHALL ORIENT TOWARDS HICKORY 5' 10, �`�dS 18, 28'A Ci SIGNAL 15' 15'E 40' 3 STORIFR OR 4S' 5' NO MIN. NO MAX. nIn MAX 5' NO MIN. NO MAX. NO MAX. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT 4.19c / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING. 4' 4' 4' 1 4' 9' 2' 2' 3' 3,000 SF 3,000 SF 10,000 SF 3' 20,000 SF 3' 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 (3') 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'. Agmal Proff, 1 X mendment ZMA No. 2019-0031 Tax Map and Parcel Number(s): 09000-00-00-001A0, 090Al-00-00-001EO, 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&fto NMI) 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-MlEO, 07600-00-00-051AO (the "Property) which is the subject of rezoning application ZMA No. 20184103, a project known as "Southwood Phase 1" (the "Project). 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 as a part of el�requvestxemwm4theowner acknowledges that (1) the rezoning itself gives rise to the need for thb'conditionsi; andT4 inch reasonable relation to the rezoning requested. This proffer statement shall supersede and replace effects the proffer statements approved by theBoard of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Run ZMA 2005-00017 included on Tax May Parcel 090Ai-00-00-OOIE0. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parce1090A1- 00-00-001EO are hereby removed and superseded by these proffers♦ Ti jc Map parcel I09OA1-00-00-OOlEO (along with parcels 09000-00-00-OOIAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase 1, A Neighborhood Model District," dated February 20, 2018,1"Ir6vised Jug * 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 1, 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 idescribed 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. hlstallation 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 (I OO 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 hail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian hail 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 limit ty compare By: Dan Ros eig Manager vi M 0 x c� 0 x F 0 w w_ x U Z 0 in 0 0 Z O it a F Z U w m LU 0 O Z O� U) Z .. Z) LU O F Q 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. 1� W 1--i 1-1 U) L // w co U 0 > ~ mJ J CwC Q G 2:a w co aaw O =�w a =� 0 O LL Q U 0 O p U L2 I Z) ,0 V 1 IOB NO. 47118 SHEET NO. Co.1 0 d 3 a D 9 0 oX Lz .20 o � c A - a a- 0 XB r7 3 U3 Z„ 0� 2.o �g o� �_ o .3 n 2 Y �N X C 0.0 dh m= 18 c Eo d6 06 a c 2c 10 a 0 0.2 a c m N C o c o nE 8� c E F_ L HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SU6201900174& SUB202100019 Number provided SUB202100011 Number provided this plan (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 20%-80%AMI 40years 0-20 15 0 0 15 5-8 Habitat Townhomes 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 Market Townhomes Rental Unrestricted N/A 0-30 0 70 0 70 9-12 Habitat Condominium Ownership 20%-80%AMI 40years 0-30 0 16 0 16 Deeply Discounted Units Rental 0%-30%AMI 10years 0-5 0 0 0 0 LIHTC Apartments Rental 30%-80%AMI 30years 80 0 0 121 121 f Bryan D. Cichoclfl U Lie. No. 53741 -00 o�0 IONAL Gti y��/9 M E O O N N N 0 >E WUj a LL o 3 W O p ti < W L M Q w J —v O # N d O N d U) 7 z�y� c w 3: 0 x UU, K K Q W oQ �" o O n= c N Z U =U>� O vi U) Z w o M d � W J Ui 0 D M O o W N W O o U 0 N Q co Z p O U7 DATE 0511412021 0 } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. N 1� 06 1� r1� U) �/ , LJJ J � a U O> JLU CwC co Q G L a LU m p Q a LLJ LL ryO rLij C) O LL z 0 W Q U O M O 0 `2 1 0 V / IOB NO. 47118 SHEET NO. CO.2 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 % OF BANKED COMPLETED UNITS DENSITY TOTAL UNITS UNITS UNITS UNITS RATE AFFORDABLE SALE APARTMENTS NUMBER TOTAL UNITS UNITS (DU/AC) UNITS UNITS OF UNITS UNITS 1 GREEN SPACE & 347480 0 0 0 0 0 0.0 0 0% 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 3 NEIGHBORHOOD 55118 6 2 0 0 8 5.7 5 63% 412 3 0 3 38% 0 1.40 DENSITY 4 1.50 212995 3 2 0 0 5 3.3 3 60% 5-14 2 0 2 40% 0 URBAN DENSITY S 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% 0-31 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 51 96 17.8 45 47% 20-182 0 51 51 53% 0 12 3.00 130680 0 0 0 70 70 23.3 0 0% 13-102 0 70 70 100% 0 TOTAL 34.00 1,398,359 26 8 96 157 287 8.4 101 35% 150-450 29 157 186 65% 0 PROPOSED BUILDING HEIGHTS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) REQUIRED: NO MIN., 3 STORIES OR 35' MAX. REQUIRED: NO MIN., 3 STORIES OR 40' MAX. REQUIRED: NO MIN., 3 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 50' MAX. PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: 40' MAX. PROPOSED: N/A PROPOSED: N/A L GENERALNOTES LEGEND 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. 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. 8. 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 ACSA GENERAL WATER &SEWER CONDITIONS INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). JUNE 27, 2019 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT LINES AND STRUCTURES, AS NECESSARY. STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBGRADE. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 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, 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. WAY. (N/A) 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE THE LINE. OF ROAD. (N/A) 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE SLOPE OF 0.004 ft./ft. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 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 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE LATERAL STUB -OUT STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS THE END OF THE DAY INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. CONTRACTOR. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. APPROVAL IS GIVEN BY THE ACSA. Albemarle County As -built Road Plan Policy 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. It. 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. Albemarle County Private Road Acceptance Procedure 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. 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 andplats: Provide drawings of the constructed improvements according to the Albemarle Count As -built Road Plan Policy. Provide copies of all recorded drainage easements Y 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 fisted. 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 approved by the County. 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). 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) A 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. g P, 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). This plan as drawn may not accurate( reflect therequirements of P ( ) P Y 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). ;4 Bryan D. Cichocld Lie. No. 53741 V7118 -'► m E 0 0 0 N � N C > E w v E w w 3 Q LL o 3 0 LL - wO `mom d W L M a_J U00 W J -N M to co Z W w 30'x LL 0 Q v _ N N Fva� c O' EO1 N W M a� W J CDW am O ce 0 Z O # a F Z U w W� 0 O Z O ul Z � O F 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. // \V i UQ O>J MJ W J � Q F- w m 0 a Q 06 2�w o Cn a O o Z O O 2 ,O V 1 IOB NO. 47118 SHEET NO. C1.0 L CD-1 CUT .aenE PAVEMENT IIBBASE UBGRADE FILL COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT E PAVEMENT SURFACE M BASE 0 0 0 0 .8. 0 0 S S o f SUBBASE o_-6-6-06E SELECT MATERIAL TYPEIORI Gam/ 057 AGGREGATE, #6 AGGREGATE OR CRUSHED CLASS MEETING #8 GRADATION REQUIREMENTS. CEOTEXTILE DRAINAGE FABRIC PLAN VIEW (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR 1 PAVEMENT SURFACE & BASE 0 0 0 000 0 000 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE = FSELECT MATERIAL TYPE D OR SUBGRADE 0 0 00 o�ooftz (CEMENT OR LIME STABILIZED) GEOTEXTLE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED G GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES 1. UNLESS SPECIFICALLY INDICATED,COMBNATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HMD TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) GRADE. CRUSHING STRENGTH TYPE OF PIPE NW.T. 4" NOM. DIAMETER MW.T. 8" NOM. DIAMETER SMOOTH WALL PVC .%13 1 1 0.153 SMOOTH WALL PE 1 70 PSI XXX 1 1 70 PSI MAN 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH 6 TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. X WALL THICKNESS (MIN) - INCHES 7. ILL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. M)f( TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRANAGE STRUCTURE. �VDDT STANDARD COMBINATION UNDERDRAIN SPECIFRENCE ICATION ROAD AND BRIDGE STADMDS REFERENCE SHEET 1 OF 1 REWSION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 r� ItM -LIMITS OF PAY FOR COMBINATION UNDERDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT �-PAVEMENT SURFACE M BASE SUBBASE ..6%6.6. 666.6-66666666o6-SELECT MATERIAL TYPEIORI #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTIXRLE „I p-n„I GLASS MEETING #8 GRADATION REQUIREMENTS. DFRAM I FYj OR E-PAVEMENT SURFACE & BASE 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE TOP OF I -f EDGE OF PAVEMENT I' 90" TRAVEL LASS -1----J-4 -------�-- I YI I•N EDGE OF PAVEMENT Try SHOULDER LINE IOALI►Al TOE OF FlL / LIMITS OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH )(W.T. " NOM. DIAMETER )EW,T, 6" MOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI )GIN)( 70 PSI MMM i666.66606 _ �- SELECT MATERIAL TYPE R OR SMORADE X WALL THICKNESS (MNI - INCHES 6-6.6 a-6.6-6-a- _ o - o - o - o o (CEMENT OR LIME STABILIZED) M3{M TESTED ACCORDING TO ASTM D-2412 AT 5 X DEFLECTION. 1157 AGGREGATE, 1)e AGGREGATE OR CRUSHED GEOTIXRLE GLASS MEETING NB GRADATION REQUIREMENTS. GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HMG TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. to DESIRABLE) GRADE. BRIDGE 2 SUBBASE 3. ON CURB AND CUTTER SECRONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAN INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" S� NOAZIS (BE�T� THD 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" PROVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PRE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN �VDDT REFERENCE ROAD AD BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 of 1 Sol ]01 VIRGINIA DEPARTMENT OF TRANSPORTATION DB.05 CG-6 NOTES( 1. THIS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ILONO FACE OF CURB) SHALL BE PIN) FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STMRJZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB # GUTTER SMLL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • D 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 201.03 A LJ A R1-1 STOP *Reduce spacing 40% A i666.66606 _ �- SELECT MATERIAL TYPE R OR SMORADE X WALL THICKNESS (MNI - INCHES 6-6.6 a-6.6-6-a- _ o - o - o - o o (CEMENT OR LIME STABILIZED) M3{M TESTED ACCORDING TO ASTM D-2412 AT 5 X DEFLECTION. 1157 AGGREGATE, 1)e AGGREGATE OR CRUSHED GEOTIXRLE GLASS MEETING NB GRADATION REQUIREMENTS. GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HMG TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. to DESIRABLE) GRADE. BRIDGE 2 SUBBASE 3. ON CURB AND CUTTER SECRONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAN INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" S� NOAZIS (BE�T� THD 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" PROVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PRE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN �VDDT REFERENCE ROAD AD BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 of 1 Sol ]01 VIRGINIA DEPARTMENT OF TRANSPORTATION DB.05 CG-6 NOTES( 1. THIS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ILONO FACE OF CURB) SHALL BE PIN) FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STMRJZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB # GUTTER SMLL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • D 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 201.03 A LJ A R1-1 STOP *Reduce spacing 40% A 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 201.03 A LJ 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 12B 36 .875 12 12 C 6 15 48 1.25 16 16C 8 20 COLORS: LEGEND - WHRE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale TOP OF CURB 12" \A d : e d. 9 CONTINUE 21 B STONE BASE j FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING LO No Scale VDOT A-3 CONCRETE CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB � 0 0 PAPER INTED D k 18, 18' 4„ 2 MAX. VDOT PAINTED I„ coGr STRIPE 9' 1 5' 1 9' 1 9' 1 8' 1f TYPICAL I VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale (TYPICAL) 9' REGULAR SPACE NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% COMPACTED SUBGRADE d 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xVV2.9 SILICONE SEALANT 211 F(ESERIIED FIESEW PAWFNG PAWM 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 pg(gLjY PBVALTY GRADE SIGNS AS RESERVED FOR PHYSICALLY -MFIE r DISABLED PERSONS. PROVIDE ONE (1) R-7-8 TOW AWAYZOFE TOW AWAYZOIE SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN ACCE'89ELE F6` ABOVE SHALL BE PLACED ON STEEL POST 1-1/2" 0 FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. GRADE ADA PARKING SIGNS No Scale �• -• -• -• -• -• -• -. r~�.~ 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale SIGN SIGN AND POST DETAIL No Scale STD. U POST GALVANIZED POST TO BE DRIVEN PUBLIC ROAD CROSS SECTION GL CG-6 1.5" SM-9.5A 20' 11 2.5 (PAVEMENT WIDTH) f 2D/n 1 20/ 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. V BEYOND THE BACK OF CURB (TYP.) PUBLIC ROAD CROSS SECTION No Scale 2016 ROAD & BRIDGE STANDARDS NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2X FOR A WIDTH OF 5 FEET. 3 A� •(STREET APPROACH SAME SURFACING (RADIUS TO BE AS I o C C SHOWN ON PLANS) AS MAINLINE ROADWAY (SEE NOTE 3) in _ _ _ _ _ _ (RADIUS TO BE AS SHOWN ON PLANS) / CG-2ITE (SEE SIDEWALK SIDEWALK (SEENOTE 5) tt UNPAVED SPACE EXPANSION EXP/ JOINT JOIN - _ 4 NOTE: WIDTH "B" 2'-0" OR AS �ca' MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A 0.5, 6' (PLANTING STRIP) CG-2 5' SIDEV GENERAL NOTES 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 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 B%MAX. D OPTIONAL FLOW LINE GRADE CHANGE ® _ _ - - p 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - - - - - - - - NOTE 7) THE ENTRANCE. D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE I T" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A A 2" B '. za .) -� CLASS A3 •c. .u. ,p ' .e. CONCRETE SECTION C-C INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE .D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD S 3 % 6 % LOW ILESS THAN 500 VPD < 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION `Vp[]T REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (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 WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES 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 ALONG 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 APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 %2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE 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. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN 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 315.07(a) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 AI Bryan D. Cichacld Lie. No. 53741 nE 0 0 U N � N 0 > E w a E LU Q UM o 3 0 LL wO `6,^ CC W L M d J U 00 w J -N Ce Iy rn d (B N V (D LU w v 3: Q = D C LL 0 C = 0. (nS �N F Q EO10 N W M a v CD w H- vi M O 2 (7 0 F 0 w W_ 2 U Z 0 > O N z 0 Z 4 0 # EL F � Z U w U) 0 0 Z U 0� (f) Z >Z) LU O LU 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY 8. CICHOCKI SCALE N.A. 1� Cz 1-i i UQ O J J Q aLu W ' co aU_ °6 _ W a � O ° Z Q O O 2 Z) 0 Y )OB NO. 47118 SHEET NO. C 1.1 L 1 x6CAF 1 x 6 TRIMMEF 2 x 4 RAILS FRAME & COVER (SEE FIG. S-I-D,E) E °i NOTE, MIN, 60' DIAMETER MANHULE I`J STREET R E REQUIRED. z NON—PAVEDFAREAACE PVC CRGSSUSE SLOPED AREA APPROVED FLEXIBLE RUBBER 0" 1'-0" MAX MU �a2'-0" V2' Boor, 0 3000 PSI CONC. BASE BENCH SLOPED TO FLOW g GASKETED CHANNEL 1/4 1 MINSTOP COUPLING o > f— RUBBERCOATED STEEL MIN Eg$o STEPS CAST IN PLACE3'-0" gg..__°°�'tTJWNLESSAS 4o N EEL) -i! D EVERY fII:N �� PRECAST REINFORCED SECTIONS CO N o rcp. !;,11..�*•_ j _ �,� IL/ •yp C B' VERnCALLr 4 4 - - 1 BRANCH RINGSEALSA 6" MAX 2 <E\g o 90' RESTRAINED BEND •;a 12" —� r— MINIMUM ELEVATIOER e' / / J - DIFFERENCE ACROSS M.H. 5" 4'-0"5: -WENTE E A E INLET ET �� . . . • SHALL BE 0.20 FEET Eaa' `:v E n 4 AA . • SEWER ° • •P PIPE Q 2" dNEL DEPTH OF FLOW CONCRETE ' VARIES FILLETS �E \„0G �� TO vom PLAN 3/4CHANDIAMETER OF CONTRIBUTING a '. • '' SEWER. 12 PROFILE •'" ',/ 0 MIN. 6' BEDDING VITH NO, 68 STONE NOTE: A FILLETED INVERT OR A SM00 • 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING 2. VERTICAL DROP PIPE SHALL BE SOR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECFED TO w BE CORED AND A FLEXIBLE NOTE : W/ NO. 68 STONE �r g� O THE DROPFIrnNGWITHSTANDARD GASKErJOINT. CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE �o� $E 'OE of W 3.VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADEOF o INSTALLED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. $ 6 Nn �� w STAINLESS STEEL. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE �u `• u :°D'+ ¢ 4.SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM OROPCONNECTION DISCHARGEPOINT EXTENDED OR NON -EXTENDED BASES. LL TO SPRING LINE OF MANHOLE INVERT. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW, TYPICAL MANHOLE PLAN INSIDE AND OUT. O O 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. SHOWING BRANCH TIE - IN TYPICAL MANHOLE SECTION 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE IO"OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. SHOWING BRANCH TIE-IN TYPICAL MANHOLE FRAME & COVER STANDARD INTERNAL DROP CONNECTION NTS N.T.S FIG. S-I-B FIG. S-I-A N.T.S. N.T.S FIGSI-D FIG. S-1—C2 TD-31 TD-30 TD-27 TD-25 x 6 METAL POSTS 10'-6 x 4 METAL POST 12'-0" /CONC. V DUMPSTER PAD R EL 17'-0" - 1 x 6 OUTSIDE ELEVATION 3 SIDES VARIES VARIES .. �r IIIII IIII IIII NOTE.ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVATION 3 SIDES 1/ H F DUMPSTER ENCLOSURE DETAILS 1 x4CAP 0VER OUTSIDE GATE VIEW INSIDE GATE VIEW SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. `°- SLOPE TO DRAIN TO AVERT OF OUTLET PPE .CTION A -A IF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE -o PLAN METHOD OF TREATMENT IN MANHOLES = SPECIFICATION ROAD AN`RID�TANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET , OF , REVISION DATE MANHOLE & INLET INVERTS 302 106.OB VRGNA DEPARTMENT OF TRANSPORTATION 4 x 4 METAL POST UNLESS )TED POST ELEVATION IMMER ING AIR RELEASE VALVE BRASS OR BRONZE PIPE SUPPORTS OR CEMENT BLOCKS 27 1/2' DIA [699mm] 26 1/4' DIA [667mm) I 24' DIA _ T"- [BOemm] 28 7/16" DIA - DIA] 35' DIA _ [914mm] FRAME SECTION LETTERS FLUSH) [38mm) 7' I- [178mm] B/8" J (lomm] I 0 26" [660mm 1 1/2' 13/16" r [38mm] F [20mm] i 3 1/8" [541nm 3 t3/1s" [93 I _ [07 mI --"-Ilf IIII------ 25' 1 3/8" [635mm] 0 it/16" [m"T] g/t g" O.D. OF GKT GROOVE [77mm] [14mm] SECTION VIEW 1/4" (6mm) DIA CAM BOLT sE ASSEMBLY NEOPRENE GASKET DETAIL L (2) WSHR 1/16 X 5/8 X 1 1/2 S C 1800" (PICKBARS 1 5/8' RUBBER PARIII 0o981015 (2) BLT HFX S/8-11X3 1/2 SS l W [5mm [41 mm RTS 00981250 .2400" 1 1/8" {29mm) DIA BO55 [6mm [1a/N21m .63 DIA STANlE55 STEEL RODR7981318 5/21 ID 1.50 OD SS PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES: 2) NUT NX 5/8-11 ZN NYLK *(2) RTiI00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME 6: COVER.) NUT HX JAM 5/8-11 ZN S ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WLL BE CONSIDERED. RT/ W901228 3. COVERS SHALL BE FIXED TO FRAMES NTH LOCKING LUGS OR SIMILAR ASSEMBLY. TYPICAL WATERTIGHT (SHORT)SPART# LUG MANHOLE FRAME & COVER LOCK LUG ASSEMBLY COPPER" SOFT STOP N.T.S FIG S-I-E SHED GRADE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36' MIN LARGER THAN 5" IN ANY DIMENSION INZE GATE VE 24' MI INITIAL BACKFILL+ EMBEDMENT 8"MIN (6" LIFTS) THOROUGHLY COMPACTED I SPRING LINE OF PIPE NO, 68 STONE G BY HAND OR APPROVED MECHANICAL TAMPER MUNCHING .II BEDDING 6" max 4" min OUNDATION SHALL BE REQUIRED WHEN SOIL STONE CONDITIONS ARE UNSTABLE 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 WATERLINES 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. NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH Bryan D. Cichoeld Lie. No. 53741 M E 0 rn o N � N C > E w a E < w w 3 U.0 U. 0 3 w 0 m 0 W L M Q�J VGO J —N .. o IA N V 0 W 0 M I. 30�1x oc=LL Ln = N =v>M MT .o, N a � =, r�7 LM Z .•H O 4k CL F a. Z V w Lu 0 O z O U) z LO F Q 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. N 1� cz 1� `U) i UQ O>J MJ W J ct� Q [- LLJ m 0 a LL °6 2°LL a � O Q ° Z O O 2 ,O V 1 3013 NO. 47118 SHEET NO. C1.2 L N.T.S. AIR RELEASE VALVE (ARV) NTS NTS FIG. S-3 VARIES WATER MAIN-/ / M.J. FITTING L 4" DIP RESTRAINED JOINT FITTINGS BOX TO METER BOX (SEE FIG. THRU W--7E). •-- 101E-- 1 / 2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA • SERVICE LINE TO CONNECTAT MAIN WITH X"x4"TEE. • REFER TO FIG. Wd FOR THRUST BLOCK DETAILS ON TEE. • REFERTORG.W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. ' • USE 25W PS.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C M-12 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTEB- VILLE THREADS WHICH IS ATHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' IN (270) 2, To 10' 18"-22' ALVE BOX 7 CU. FL #68 STONE 42"MIN 6" GATE o °• VALVE ,•. ,,i x 8" TEE 9 2500 P.S.I. CONCRETE BASE AND THRUST 0�„�1e R BLOCK AGAINST \\vll 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 TREE 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. A 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 4" DIAMETER BRANCH AND VALVE - WATER PVC SLEEVE THRUST BLOCK VALVE M.J. FITTING-\ BOX PLUG VARIES RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING BRASS NIPPLE AND PVC CAP LUBRICATE ALL THREADS METER BOX (SEE FIG. W-7) NO. 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS 2" BRASS PIPE WATER MAIN AND VALVE \ - THREADED TAP ARE SAME SIZE \ PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B TD_19 H' MIN. 8' MIN. f 17.5'8' MIN. q (22.5- FOR COMPOUND METER) A: e •o- 4- a e IMF FOR COMPWND METER) 16 MIN. 17.5'� yT}I 37' MIN. 12" YIN. wNGNUT LOCKING ASSEMBLY 1 `• 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 (2" METER) NTS FIG. W-7C TD-16 - ruK wI a M DMALLLK 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. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND SIZE A B C D E F 4" - t'-9 2'-3 2•-e' 1'-2 f-Cr 1 Ile Y 7- S-0 2' -6' 1'-6 X-• 1 1 4^ 11 1/4' ur 7- X-9 2'-6' 2'-0 S-0 2" 1r 3'- 4'-3' T-0' 2'-3- S-6' 2" -5 V-6' 3'-3' 3-0. V-e• 2 1/r -6 3'-0 2'-6' 1'-e V-W 1 14- - 4'-3. 7-e• 2'-9" 3'-3" r 22 t/2•r W-0 3'-0 2'-9 X-9 2' W 8'-3 S-0 3'-B" 4'-3 2' I -0 7'-8 3'-3' 4'-0" 5'-e 2 7/r 0' V-0 S-0" 3'-3" 3'-3" 2 1 4 8 W-8 T-O' 3'-8' Y-9- 2 1 4' 4S 1'-e 3'-0' ♦' 5'- 2 1 4 -3 •'- J'-3' 6'-0 5'-9" 2 I/2' - tt•- s-•^ e•-a r-3' z t CHART FOR UPPER VERTICAL BLOCKING B" B ww fn = Ulm. r CKNESS 0 FILLET WELD STRAP = 1/4" ST U 1 4" THICK ATE WASHEF 3" THREAD, iv 1 NOMINAL INSIDE 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE BARS 0 12" IPE B Oy CENTER FosCONCRETE 12' BENDS & CLASS LARGER C SECTION NOTE- BOLTS PTO ANCHOR FACE CENTER OF O F BLOCK CONCRETE BLOCKING FO UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 NOTE: RESTRAINED JOINT FITTINGS. Side New 42" Minimum CertiflcOtion of 95% compaction required Q Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration Into undisturbed Boll or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 UNDISTURBED EARTH 2 - 3/4" CIA ALL -THREAD RODS 16" MIN UNDISTURBED E ASTM A38 AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL (TYP) WATER MAIN PLAN -CLASS A-3 CONCRETE ELEVATION SEZnON 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 Nis Fig. W-30 TD-6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT DF WAY. VARIES �-lair-•- 10' 1 5' 1 1 ._. 1 1 5'. 1 F WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETCJ EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM r SEE PART 3, PARAGRAPH DI SEPARATIDN OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS SECTION 1-1 NTS FIG W-1 Pam\\��\\ 1 - 1 1- 10 _=10!!KII. SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) W.M. FEE CU.YD. BEND L I H I T I L I H I T 90 2.50 2.50 101 0.24 4" & 8• 45 200 225 7 So 0.15 200 225 25D 0.15 221/2 1.50 200 2.52 0.10 111/4 1.50 ZOO 2.50 0.10 90 3.60 3.16 3.21 0.48 46 266 280 2.77 0.26 8" 221/2 1.66 2.15 289 0.13 3.18 2.91 266 0.32 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" de 12" '�` 3.33 3.58 295 0.43 3.83 4,00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. 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 m-3 Bryan D. Cichocki Lie. No. 53741 `SSIONAL ��` V7118 H M E 0 0 rn U N Vi N C > E ai E w Q UM o 3 O U. w Lu m a_j U 00 Z .•4 w w -N O # rn a(A" F (D W D_ Z of LU 30lf�)x U w 0 0 O oQ �LL U U)= 0ry Z O} FvaU ui U)Z w O w4 v o w 10 H- N 0 2 (7 0 o w N LU W 2 Q O U 0 N Q 00 aD z O V) DATE > 0 } 0511412021 DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. 71 cz U O J LL Q C2 I - Q W LLJ' DO a_ Q °es O W a � O Q O Z O O 0 T� i D O IOB NO. 47118 SHEET NO. C1.3 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 86.4 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 77.6 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 H-7F_ H-8 H-9 H-10 H-11 ELEVATION (FT) 500.0 489.8 490.9 474.7 460.2 448.5 442.8 1 433.0 441.1 453.0 452.3 AVAILABLE FIRE FLOW" 2,000 2,000 2,000 2,000 2,000 1,850 1,731 1 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 BLOCK 11: APARTMENT BUILDING 2,250 GPM BLOCK 12: APARTMENT BUILDING 1 2,500 GPM BLOCK 12: APARTMENT BUILDING 2 2,250 GPM \ \ \\ NN I r / / v y J-10 BNUCE F. S9RICOM dR z Uc. No. 056612 ,;�o 1upo/�-uvu v Z� SIONAL - - - N C 1 r J-1 el _ > E 1 --- C<l W �,,,_/® W yJy -Ill 0CHgNRG..gDAD W I I t I Lo " a a N 3 o u < c a n ®� 1 gigvLL o In U n n 0.4 � v I- 1- 1- h '1r. 'r1 1 I F <ON Lo GSGS *soma m O O O O y 1 t� J-2 fa; BLOCK 12 x ex z CX pO W OW W 0 S>>> 1 / BLOCK 11 _ gwyq �4 N o H N N \ BLOCK / � oo ao� I Y ` 4 O P b c \ O 1 h Gti V V1 DATE - U Ps » _�� _ 1 1 > 10130119 H-3 d 1 _L- ®� j ^�r� (9 Y DRAWN BY / HS J$ H4 P T'' ®� _ ®� ^j 1 1 - S. HARVEY BLOCK 10 P-10 P'9, J-5 V a`` / J ®/ • DESIGNED BY S. HARVEY I nII Q _ I \�� \ \ �\ I 1 ` ✓ 1 a - r 1 1 +�_ • CHECKED BY II 1 1 } __ j~ I J-7 C r ` C z 6 4 1 1 ` - �� ® • B. STRICKLAND C i I L 1� ' V 11 �' �I�JE r r r ~ w r I !< r 1 . • SCALE 1 1 gITTERNOTLA /� 1® i 'I \� • N.LS. % I �®� o � � � 1 1 I I r � ° 1 - � <� � 411 ; �� ® � \C� j��+-i 41 v I '' •� n z� I 1 \ _ _ 11 O�9 , 1� u _ BLOCK 8 J = d I ram" p x �\� 1 I �4 ® G �, / / /� i � - I r, L° ® \mil r \ - ®J O 13 \\ \% /�� �, '\> -� , (Vgun CL BLOCK 1 tl BLOCK 3 000 J-11 A H-84000 S 00 0100 J 20 H-9 o BLOCK 6 BLOCK -+] J 13 k {' \ < \ t N, \ '*% v N. \ �Ir r t,00p ##*% 000 9� O,p Off, n O� ILI U) ARrO�RIVE i ` 4 ® ! `. C\ \ FUTURE ® _ - z >- WN \Fl �\ RESIDENTIAL / \ % I I I ,� / Lu a Q \ \ ` F \\ 1 1'\`�% `> O v UNITS / \\ \\® \\�/'�� , \ a Q I W co jam\ �1 Q Z) � LL Li WAR o J-16 .^J 11010 0 0 Lu 2Q J-15 1 I i i ter/ \�\\( BLOCK 7 O PIPE LEGEND108 NO. 13 - NEW PIPE / , / ® ® ® // `+ G� \> \ ®/ / - EXISTING PIPE SHEET NO. / ' 'N , N, ® C9. 0 ins PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. f� Bryan D. Cichoeld Lie. No. 53741 V7118 M E 0 0 0 N vi N > E E W Lu LL o 3 LL - O L M Q U j m Z W H -v O # d o N a H z °2 v U w 3: O n x U <� < ne � W o O � c n 2 N �� Z O =U vi In Z N W O �M 7 W J � f- o W N W � = Q O U tJ N a � z o 0 u DATE 0511412021 O } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • N.A. N 06 l�l U O>Q J LL Q c C) Lu -I O -Ia J LL O LL Z�w O QU O O 2 O V / IOB NO. 47118 SHEET NO. C1.4 L 04 N O N N O N N 00 21'-2' 10'-91 13-4" 'soon NONE ■ Din ■ANN ■r®1■ , ®�No BLOCK 11 - NORTH ELEVATION 1W = III W-5" 13'-0' - NONE ■\ �■ I& - 9" 13' - 4" 18- 8" 13' 4" 18' - 8" 13, 4" 15-9" 18-4' 16-9" _ ROOF BLOCK 1 526 - 4 3/ A3 FOURTH FLOOR — — BLOCK 11 t, 515' - 4 3/4" 'J A3 THIRD FLOOR BLOC BLK 11 — — — 504' — s" L II ki A3 SECOND FLOOR III jWFOtUJRTH , ■I ■r1■ ■� ii �� ■r 1■I ■I ■\�J■ ■\tea■ ® ■\`�J■ ■■ ■■ ■■ I■■ �'� ■■ I■■' [PHIRD ' •CK 11 0 - f ■rm�■ ■rm�l !m� ■rl■ ■r��■ PHA @ Southwood Southwood Apartments - — SECOND FLOOR Hickory Street BLOCK 11 6" Charlottesville, VA 22902 —011—Dli—Iil—i�I—�lol—uud Sul—Vuu uu� 1�i— d ,�I 1 I-11 ll� '�—� WATER492 — i lI �� �� II I- _ E-1 D o o �Do o a oo ELEVATION GENERAL NOTES:o I II ii CONNCTION 1. ALL BRICK WALLS AT ROOF TO HAVE ROWLOCK BRICK 3. IF SIDE ELEVATIONS OF BAYS ARE NOT SHOWN, ASSUME THE MATERIALS SHOWN ON FOR U.N.O. THE FRONT ELEVATION OF THE BAY, RETURNS BACK TO THE NEARBY ADJACENT WALL AT 2 ALL EKTERIOR BRICK WALLS TO BE MODULAR 3-5/9" BRICK THE SAME HE GHT AS SHOWN ON FRONT ELEVATION. U.N.Q. 4. LOUVERS AND VENTS SHOULD BE FACTORY FINISHED TO MATCH IN COLOR, AS CLOSELY AS POSSIBLE, TO ADJACENT MATERIALS WHERE THEY ARE LOCATED ON THE ELEVATION. Piedmont Housing 13'-4" 18'-9" 14'-0" 21'-4' IV-3" 4'-9" W-0" Alliance dp LIHTC APPLICATION — SON VI IIII.WJI1fL' 09, I Lin ■rm�■ ^ ■r®®�■ ■r®1■ loss =0 gIN 0 ills soon •. - -- --.- . _--__- --�— — - --- —= ===�______= =_�_�____ _--_-- JOB 19048 WBER 5/14/21 RAWN WM, KH, MH, GH PROVED WM, KK 20 © brwarchitects, DD w w ROOF BLOCK 11 COMPLETION ...... -.___...— J — — — — — — 526-43/19 PRICING SET 82 82 sr FOURTH FLOOR REVISIONS BLOCK 11 - 515'-43/4, 11 w B2 B2 3 A2 THIRD FLOOR — - - BLOCK 11 504'-6" A3 B2 B2 3 A SECOND FLOOR w —�_ — — BLOCK 11 � - 492, _ 6„ V • A3 - -- A3 A2 I 0 �IO 0 0 rti n T FIRST FLOOR _ BLOCK 1-1 481' - 7 1/4" BUILDING 4� BLOCK 11 - WEST ELEVATIONS BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. Bryae D. Cichacld Z_ U N0. 53741 IONALO M E 0 o N � N C > E w v E p LL aLU V oMo Z Zi -� o C7 w a ~ v -ITM z 30V,x w 0 0 O i ry z F (U > O u1 z w O v 00 (7 0 O LU � N W O U Q O U 0 N Q � O O U) DATE 0 0511412021 } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. • N 1-I Cz 0 r Cn Y O U J O Q m J LLI U) Q O w asJa LL O _ LU LU S W U ' ^ Q U v O0 o O J Fees- 2 Z) 0 Y 10B NO. 47118 SHEET NO. C1.5 L N m 1' L0 0 E E 3 N O N I a OD In 0 fV 0 CLOTH Aw BLOCK 12 - A- SOUTH ELEVATION 1/8" = 1'-0 26' e" 10'-8" I1' 8" 180" ( 2 ) BLOCK 12 - A - EAST 24'-a' 1r-r 2r-v' lop-(r 27-a' r14, 11 nFe, 11 1 =�========= �===-�----------- o 10'-0 27'-r THIRD FLOOR BLOCK 12 516-43%4" SECOND FLOOR BLOCK 12 504-g-g^ ELEVATION GENERAL NOTES: FIRST FLOOR BLOCK 12 492` - R- " I. ALL BRICK WALLS AT ROOF TO HAVE ROWLOCK BRICK U.N-O. 2. ALL EXTERIOR WALLS TO BE MODULAR 3-5/8' BRICK U.N.O. 3. CANOPIES IN ELEVATIONS ARE EITHER CLOTH ON METAL FRAME OR METAL 71'-p, 20'-8' 29'-9' 20'-6' W w o - - - - - - - - - _ ROO 5660 BLOCK 1 3140 ROOF BLOCK 12 1 526'-23/4" THIRD FLOOR BLOCK 12 THIRD FLOOR - - - - - —J _ BLOCK 12 -- 515' - 4 3!4" 515'-43147' - SECOND FLOOR BLOCK 12 �• SECOND FLOOR 504' - 6" -� BLOCK 12 n 504' - 6" 2 82 B2 - 2 I 1" BRICK RECESS FIRST FLOOR BLOCK 12 FIRST FLOOR 492' -66 _ BLOCK 12 492' - 6" V BLOCK 12 - A -WEST A2.0 1jr - T -V 20'- 7 20' - 4- 10' 0" 22. 0' 10' 0" a r W I 62 ' � i T n B1. a -62 BE ,7i B2 4 BLOCK 12 - A - NORTH 22' - 0" 10'-tr A2.0 ) 1 /8" = 22 - 0" fly-Ir 11'-r 21•-0" 27'-CV' THIRDIFLOOR Isrll 11 1 11 11 II II II II 11 1 11 11 1 1.11 11 II II 11 11 11 11 11 11 II BLOCK __s'sl 1 ✓ZR WMEM FIRST FLOOR -� � d ■�i�l ■ � � yes.: ■��1■ _ "'llln lilt Y1�11119ii1 LIOiiN I@Ii IIIpYI ■■ ■■'' R C H I T E C T S 112 22902 slreel ne charloBesville virginia 434.934.971.7160 br-orchil"is.com PHA @ Southwood Southwood Apartments Hickory Street Charlottesville, VA 22902 FOR Piedmont Housin Alliance LIHTC APPLICATION 0 p.� �JG Q� \ C' GOB JOB 19048 My 5/14/21 BRAWN WM, KH, MH, GH PROVED WM,KK 20 © brwarchitects, DID COMPLETION PRICING SET A200 BUILDING ELEVATIONS BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. Bryan D. Cichacld Z U N0. 53741 ado i4gI0NAL M E O 0 U N � N C > E W v E ,■'U-, w 3 Q LL 0 w 3 W — O � j i52 Z W .J. — Iri O *k rn o ry a F C7 W a M Z V W 0 n x U w 0 0 O Ln i ry Z U Fva� O} n V1 Z w O 00 vi 0 x c� 0 0 o W N W LU x Q O U 0 N Q 00 Z 00 0 0 DATE 0511412021 0 } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. N Cz ,--I rl0 U) N �z U U O Ice < O> J W U) Q Z �p LL1 DO I.-_ J O LLJI z J a � LU U U CD Q O o O MM W 2 F_ Z) 0 Y ]OB NO. 47118 SHEET NO. C1.6 L LEGEND I ; Tx 0 STEEP SLOPES -MANAGED Bryan D. Cichocki Z STEEP SLOPES - PRESERVED I I II Lie. No. 53741 EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR - - - - �O I 7 �SSIONAL7��8 EXISTING EDGE OF PAVEMENT _ - EX. EP- - EXISTING CURB AND GUTTER _ _ EX. C&G - _ I I I I E I PROPOSED CURB AND GUTTER �� I / 0 CG-6 \ \ \ / / /' / / /' ' ' / APPROXIMATE I ¢ o LOCATION OF I > E _ _ _ / / ' ' / ' / _ _ �_ _ _ - / , / ' /,' /' / / ' / /' EXISTING FHA w v E EX. 15" RCP I EXISTING STORM SEWER -----=------ _ - , / / � /, _ _ _ _ / / / _ EXISTING SANITARY SEWER - o SAN-� - / / /' _ - - - - w w 3 _- ----------------- _ '�_- %' �_'-___-_'-'--__----' /¢u EXISTING WATERLINE ---W—��--_-'_-%�_-_'- \ L DAM INUNDATIONBREAK ZONE - - / /� ///' �'� / /'���'� — - - - --��_i 'mac):_/= /_ - ---- -/� _y�� ----- _ -�� �_'= aJv_or'0 z FEMA EFFECTIVEZONEA FLOODPLAIN o o o o o o o o o o - _ _- -� _ %- - - - - - a - - _ _ a rv00 ^ a F / -�---- 1 zf z - - v FLOODWAY ' , ' / ' ' /' / / --�- ����c ����-� r '-�--_ -/ - it / tr '� -----� --- _�-_-_ �_ zF ° v V w / / / / / / - / / / - - _ -- ' ' ' -- /------------- -J_---- --4-------- / 100-YEAR FLOODPLAIN 0 0 0 0 0 0 0 FEMA100 / , , / \ - / ' /i / / - ' , / ' ' / I / - _ _ I - LL w 0 500-YEAR 0 0 0 0 0 0 0 FEMA500 / I / / /a I \ / \ J 496.9 // Z z �v>0 O} STREAM BUFFER - s - / ' / 1 / , l I / I I / I \ 7 J _ O / / _ / I I / I \ \ \ \ \ T________________________________________ EXISTING TREE DRIP LINE / / f , / / / I I - a a a \---------- \- <- - - - a vLu ' / ' ' I I --- ---- �- _ _ \ EXISTING TREE 15'OAK l /' ' / / l / l I I 1 I 1 - I y I I \ \ - �.� / �\ \ I II _ \ \ 00 / ' ' I--1---------k-------- I I 1 s ®� _\ H fill I I ------r---- \ \ I 1 1------- t--- 1 I \\ II 1 I� \, f \T I1 ----- I 1 -------- ---------- I-----1-------�-----r---- \ I I I \\ - ----------------------\----------- --- ------ ------ — ` I-------1------1------- - I I 111 0.02' I I \ \\ OLD L� YNCHBURG ROA I I \ \ I --- \- \ \ 1 1 1 --- ------ \ - STA ROL)tE 631 _ 4 \------\ ------ k \ \ \ \ \ \ \ \ �� I / I ' --- -------- 1 ---------\--------\- \ \ W C` \ \ ---- <-- ----- - O ----t------- t \ I E�C ELECCTRIC dISTRI�UTIOI� ----- -- - - - - t--- - \ \ VARY G RNV \IDYL I \ J ` - - , _ - - { --T \ \------- 1--- LhNEEASE]V/ENT�PR Vl GINIA \ I \ -` - - - - \ ' - - \ \ - - - - - - - ` � 1 PUBLIC SERVIC€ CO \ANY \ \ \ \ \ \ - ` \ \\ \\ \\ \\ \ \ (WIDPHNOT ¢PECIF1ED) \ \\ \ \ \ \ \\ �_ \ \ \�-- \� ----Z7NDERGROUND \\ \ \ \ \\ L �' - - _-----____ \` - N �I \ DB. 24J PG. 5297 \ / t - - - - - - - - — - - \ - -- � \ \ \ \ \ \ - - - - - - - --- \ - - ENT YLINKLINE \ _ _ \ ------------ - - \ — `9 -� ---� _yam% - /- ,,- - - - -- -- - �' J I � -\' I - " 00 (�C �� _ — — — — — -_-__ -(T - (n DATE EX�TI GOVERI4EADUTILI ES / P // // �/ /�' /---------- --- - - _ _ - > TO BE RELOCATED / _ _ - - - - _ - - - 05/14/2021 _UNDD-ERGR%UND. CONTRACTOR / / / / ,' / - - - - '' / / / ' '- - - - -_ - __ - _ _ _ O TO COORDIN-ATEWITH ,/ /' / /' / ,/ (�' ' / ' /----------_ _ - _ } DRAWN BY EX. ELE l�l STRlB�/TIQN / GP ' / � — - K. ROESER LIMELAS T F'OR,VIRGINIA I - / '251. p 1 , / PUBL/E R l COMPA4VY 1 ' / / - //' 3 OF / / I / O.H. ELECTRIC / I / _ 9 , _ _ (WIDTH ,S ECIAIED� ' / HP • DESIGNED BY PARCEL 09000-00-00-OOIAO \ \ \ \ \ ! - - / ' , / DB. 247, G 50 / TELE 8) TVLINES o \ / , / / / l l / ' K. ROESER / , \ SOUTHWOODCHARLOTTESVILLELL I I \ \ \ \ \ \ \ \ \ / , -U O _ _ / / , / I I I • / / \ N�IGHBOI�HOOD MODEL DISTRICT 1 I \ \ \ \ \ \ \ ` \ \ / / - , / / / / 1 \ �? 510.4 • CHECKED BY Dh 3375 PG. �63 I I \ \ \ \ \ _ / 9p • B. CICHOCKI NEW _ --- , \ I I 1 \ \ �\ \ 0\ I I I O `� ``�\ \ �, U ' / / / I ` I \ / • • SCALE \ \ SOH / OF r OVA?' 1"=30' All\--- ON O -' EXISTING ELECTRICAL! DISTRIBUTION LINE Ef\SEMENT TQ— /' BE VACIATED. INST�tUMENT (DBI 247, PG. �07) DOES LOT SPECIFY VSI� ' /' / / /' / /'� EASEMEN WIDTH. L14ITS SHOWN ///// HERE NAREAPPROXIMATEI � cz z EX ' (WIDE) COMMUNICATIgNIS \ EAtEMENT FO4 SOUTHER / P, I I \ OFVIRGINI/ INC. & ClCLl t'(hNyl / / � /. I N UfjPHONECO 1/'llll//l II IIIIIIIIII1111` / '/i''/ DB. 9301 /�9. /1�9 / I / I I �A (/� �_ V/ 0) \ nj J / )'// J PARCEL 07600-00-00-051A0 III I 1 I 1 - � /'' n O 1 ` \ \ SOUTHWOOD CHARLOTTESVILLE LLC w W EXISTING L ITCHES TO4E \ \ - - - \ - NEIGHBORHOOD MODEL DISTRICT - - I 1 1 111�/,, J SARI REMOVED AS SITE IS REG pED ` \ - - - - I 1 1 1 /,// / < 0 BAY 1 , ' \ l / l / / / l l ' \ / / l \ \ DB. 4706 PG. 198 - - 1 1 I -- --- -+---I--- —_ - \ - _ - - - - - - - / / / / / / // ' \ / / TH CONSTRUCTION OF \ / I WI tiU 1 I // , 06 --/-- --STAE TT-T------------- / / // ' / , \PROPOSED ILDINGS `\ , \ �I 1 1 1 II / / � � w < z O _O /, z / / ¢ Z �� t - — - - - - - , , / / / / / \ PROPERTY LINE TO BE I I \ \ / / / p _PORTION-0F_5-TRIPE T�,B� / �\ / / / \ REMOVED WHEN PROPERTIES � \ I \ \ / Q U Z _=-- - _ _8� / .' II/// \\\ \\\\ \ \ \ I ARECONSOLIDATED. \I I\ \ , - - 494. // O / / . / /' < O SAN PORTION OF CURB TO`BE \ I \ / �!/ Z ' \ / - - -� ' - \ ' ' / DEMOLISHED SAN \ ----- \ / r. _I HORIZONRC�AD_ { I -- — — — — — ------------------ —T.. \._'%; X EXISTING STRUCTURES W TOREMAIN-AND-BE - - - - - - - - - - �_ _ PROTECTED DURING 200.60 �-�� O TRUCTIO --------- - ----- 108.05' \ W \\ \.r,.'/.' _ _ _-_SW 308.65' 490.8,' \ T \ \ \ \ \ _ _ _ _ _ _ _ _ _ _ \ \ _ -' _ _ _ _ - - % // ' - - - PARCEL- 090AL-00-0_0,601DO \ _ _------- ' / /\ \ ---------IbUTH EL.9-- _ _ , , , - - - r \ OD CHARLOTTES ' / / ' WO VlL � ' ' / \ � - � \ _ � � � - _ _ - R2 RESIDENTIAL i �1% - - - �_1_DBBB�37&PG-06 - ==� �� / \ 0. 488.-6./' ?I �'-I\ \\ ---- _s/ ���, /� - _____ J __------ -- // I I NPo 47118 26" / i —1/'' / // // / / - _ __ �� CC / I �I"`j SCALE/"=30' _ - \ SHEET N0. // 1 \ 'y\ _I \ \ \ \ i _ —, �� / /U� - - - - - - - - - - \ / / \ \ I I I J \I 0 30' 60' C2. 0 BEE / / r \ / - \ - - , / r - - L NOTE: BLOCK AREAS SHOWN PER CODE OF DEVELOPMENT "SOUTHWOOD PHASE I - A NEIGHBORHOOD MODEL DISTRICT CODE OF DEVELOPMENT." \ \ `0 0 n D. 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No. 53741 9/20/z( m E 0 s N N C > E LL v E Q LL o 3 0 LL w w m -i-i tY W = M QLJ Vc° J -m w m vi (7W NV W M I. 30t,x oa =LL ti = N N =v>m I- Q 0 M °' N III W M O_ v -. uri x 0 F 0 w Lu Q z O m O Lm z .­1 O It a F �z V w 0 0 z u O V) z Lu O F 0 DATE 05/14/2021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY 8. CICHOCKI SCALE 1"=100' IN 1"I cz i Z U J O> JLI (D m _j ` � /^, 2:V / i co a a /_ LL CL O = � J a z Q O 0 W O O O 2 IIIIIIII- Z) (O V / IOB NO. 47118 SHEET NO. C2.2 0 , 5 m N J = C > m 0 III 3 m N 0 0 D a I m 0 a v N 0 v 2 0 I s N , m , c 0 0 3 a D 90 o O O. `z 20 o 2 c 2 m w a 0 c m m a0 0 x w O 3 Z m O a 2 ro F m o r &3 O. 0 c 2 :22 h X = 0.0 016 _0 Z 12 0 ` o m 06 a c Nc 0a 0 �o m46 a = c m c ° c 0 nm E 0 _ L I_ E L LEGEND: -------------- - - NTH ----------- ---------------------------------------------------------------------------------------------------------------------------- 0 CONCRETE SIDEWALK OLD LYNCHBURG ROAD Bryan D. Cichocld Z HEAVY DUTY CONCRETE STATE ROUTE 631 ~ (VARYING R/W WIDTH I Lic. No. 53741 HEAVY DUTY ASPHALT ______________ _ _ _ _ _ _ _ c ------------------ APPROXIMATE LOCATION OF _ _ _ _ _ _ � ~ REROUTED UNDERGRQUND- — — — — — — — — — — — — — — GP I $ SSIONAL O LIGHT DUTY ASPHALT — — — — — — �JTILITIES (BY OTHERS). SHOWN GP FOR INFORMATION ONLY. GP 0 — _ Gr— _ — GP GP �GP \� GP GP GP o E MILL AND OVERLAY — —OHr — — _/ate— — — OHT = O P— _ G� U — r — — —UGT — — —UGT — — C,p ¢ o — OHP— — r �L OHP— — — ..no P� GP > E GIP RETAINING WALL W v E — - — DRAINAGE DITCH cwp� _ cT_ MAX. HEIGHT t3.95' c w => 3 OHT� I y OF �'p Q a 3 LL 30' TRAIL BUFFER DUMPSTER PAD —OH _ I J OF Q W v z P I a ui O it� �� w .J. — �-r f OHP� OF W N a F- ` _ OH §i U 18'•'.•'.•'.•'.•'. '. LL w TYP � 1 e . 71' �Q 0 O 1 LS . �/ ,.,wafts, :.. OF Lnx vN z v \ x�Q'� O z ' R3' R5' ' PER w O ACREAGE. 2.63 AC a v PROPOSED PROPERTY LINE T NSFORMER / R BLOCKS 11 12 SDP V J 24 W I / U M5,R �� 8' R3' 9 /+ / 10' SET PAD / • ° ° d' R20' 9' ' a T I W I / Q 10' SETBACK _ FIRE LINE W 0 O I 4„ DIP F � N I R3' . L N 10 TENTIO 6' CURB CUT DOMESTIC LINE'G' 1 I (TYP.) CAP TEE & TAP 2"R + A z O o 2" MEE @; • COPPER INTO CAP p, ° R DATE (3) - 4.52" RISERS 8X4 TEE 0 ' p.. I � 05/14/2021 230.33' O i SOUTHWOOD APARTMENTS B ° / 4 >- DRAWN BY i I (4% LIHTC) D ° 'g. z v / K. ROESER DESIGNED BY Z I I 9' \ 6' TYP.. 6 5 v . • K. ROESER I : TYP. / SOUTHWOOD APARTMENTS A _' • CHECKED BY BUILDING 1 ^ I I O ` �' (9% LIHTC) V TRANSFORMER • B. CICHOCKI 1 I RT 1 / 4 • II I 2' OVERHANG FOR SCALE D. I I m PARKING R3' / / FDC 1 "=20' RO OS PROPER LINE E BL KS 9-11 SD ° I . • ' 1S' I D CR GE: 1.40A I / R1 z > I ° , 7 •�• n e. + / .� ° '22.5° BEND ^' I CL R3'441 [V , V FIRE LINE'I e y ' ° 10' SETBA K FIRE LINE'F' I. co /FDC 9' / FIRE LANE / (4) - 5.79" IRIS S - - MARKING - . / O 6' 2" METER 6X2 TEE cz / FHA r / 18 :v • DOMESTIC LINE'B' AN SAN / a A 24' -a-SAN SAN BE �' 45° ND D: / /y ° V W VV R20 R7.5' z W / s FIRE LINE'S ° 00 10' SETBACK O Q 5' / O w in t>� > 1'i .a D • D. ' W J 6' SOUTHWOOD APARTMENTS A Q — — — — — BUILDING 2 LL ----- ---- - — — — POSED—� ° 0 SF — — — — MANHOL�PF� ` / v' • PARK SPACE (9°k LIHTC) O I O = °u UNDER SOUTHWOOD $ g > 6,50 2 ^^ }} VILLAGE 1 SDP202000048 s . / w L.L z / 0 SAN O ♦ ' ♦' . STOP AND D > `'> s ♦ ' / p / ROAD NAME a5 AWNING (TYP.) O Q . N / / SIGN (TYP.) O J 3 SqN ♦ .. > HORIZON ROA / d ° °o R25' ° >e ..r .♦ ; > .. .♦r. ° °)°♦ ,4s' I // �SqN ENT o D• °° �CG- �- ENTRANCE 00AV AE 8X6 EDUCER O 22' HORIZON ROAD V W \ _ 1+ / ' ° \ \ V 25 ROW FOR PUBLIC ROAD O ACREAGE: 0.43 AC — D IOB NO. ' \ ..e -------- \— — — — \ \ "NO PARKING" SIGNS (TYP.) 347118 iczxm / I SCALE 1"=20' r— \ \ I � I SHEET N0. L II --- -------------------------------------------------------------i LEGEND: ------------ TH OF y I I I I ------ ------------------------------- na O 0 CONCRETE SIDEWALK � - �A Bryan D. Cichocld 'ZZ Lie. No. 53741 �-------------------------_— HEAVY DUTY CONCRETE ------- c �.� / HEAVY DUTY ASPHALT �SSIONALGti GP GP GP / LIGHT DUTY ASPHALT GP "GP GP Gp GP I / o E T� — — —ucT— — —ucr— — GP / / / / MILL AND OVERLAY N G GP > E RETAINING WALL APPROXIMATE LOCATION GP Z GT MAX. HEIGHT t3.95' c REROUTED UNDERGROUND I — " - " — DRAINAGE DITCH uw .N 3 OF G1' UTILITIES (BY OTHERS). SHOWN P Q U. 3 c I ) FOR INFORMATION ONLY. O LL _pyr�cr�� y GP woLM oHP_ ��C — _ _ I OF GP I GP a � ui O # ' — o UFO I � W ry � a F \ �oH OF I HP I �OVU 12Lu 071' INAGCpDRAZOF UFO F v a' O PROPOSED PROPERTY LINE p I - ry > Z) / o TR NSFORMER / PER BLOCKS 11-12 SDP OF i M w O f+ ACREAGE: 2.63 AC a v O UM R 8', . \ UFO GP 10' SET PAD GP vi i I OF \ I j d pNP x 10' SETBACK �. FIRE LI4 EDIP OF a % W pNP Lu Lu DOMESTIC LINE'G' a o 2" METER P/ ¢ 0 00 CAP TEE & TAP 2" + ° 6' CURB CUT Y4' / ON I O O COPPER INTO CAP R15' (3) - 4.52" RISERS •': (TYP.) — — ° :° �;9', '. 9 � — ; DATE 8X4 TEE ° 5/ 14/20 2I If SOUTHWOOD APARTMENTS B + 230.33' 2' OVERHANG FOR } 0 DRAWN BY (4% LIHTC) 9.75' o PARKING g 16 •;: •': •': K. ROESER �. � � DESIGNED BY 6 5' a : RETAINING WALL I : SOUTHWOOD APARTMENTS A 6_- , MAX. HEIGHT t4.5' • K. ROESER / BUILDING 1 ETENTION 12 14 • CHECKED BY ' e (9% LIHTC) ©' ' TRANSFORMER , _ • O _ B. CICHOCKI 9' I • • SCALE FDC A 1 "=20' 241.6' 4$ 18. '. '.•'.•'.•'. '•; 14 / , <. • °; FDC • ' T^lP; • ; / R 15' // / TYP. R1 R3' 450 .. / 67.1' 11.25° + P. BEND TEE FIRE LINE W 900 BEND DRAIN E DITCH B �\ / � �: : � 6 / �,./ : • 22.50 BEND c� FIRE FIRE LANE 26' I \\ ij LINE' MARKING 6'NV 6"W 6"W ci 10' SETBA K 6'NV 6X2 TEE , V FIRE LINE'F' / SFF 900 R15' rn CIDs b: F ; p :: sxsPMC E1U 22.50 BEND / \ (4) - 5.79" RIS S S CHA' 1L E CLG . • : / '•.:•.:•: O 2"METER 06 U / v • DOMESTIC LINE'B' ramC' I \ g sae " METER ° ° / 90° BEND o 45r° BEND R3' / TYP. Y I.� / E LINE'Sz 10' SETBACK '° rn \ d> TRANSFORMER �� \ ° u FIRE LINED' v \\ \ O > J DOMESTIC LINE'C' w w FIRE LINE'E' J 0 24' \ Q Lu J 6' SOUTHWOOD APARTMENTS A 67. o ° I \ Q BUILDING 2 9' 1 a LL / v PARK SPACE (9 /o LIHTC) 1 / \ O :r 0 \ I \ \ O 0 V_ STOP AND o 206.3' \� ROAD NAME a6 AWNING (TYP.) 5' SETBACK SIGN (TYP.) D J IV S AN Q1 ° ------____ i - /VDOT CG- / / ENTRANCE / 14 20' - R20' 8X6 EDUCER ' - - 22' 20' \ — 22' HORIZON ROAD HORIZON ROAD U) " 90° ND iL - _ - - - - - v 25 ROW FOR PUBLIC ROAD — ACREAGE: 0.43 AC W — — I O93 ]OB N0. \ I I — — — — "NO PARKING" SIGNS (TYP.) _ — J / \4 47118 r • SCALE 1"=20' icz, i I I —���—� � / / r� SHEET NO. L_---------J ___J L- i i I I 0 20' 40' C4.1 i/ky— L `/ / / F - C�Sl \ / \ 10'SETBACIC 1 / . I \oo ° _ �� - °'- -- I Jio°°\\—----- --' / ' ' v _ ' _ _ _ — — ' C E ;{ .. e. !. la I a s l / I / I \ — — _ o. \ — _ 5' SET K U w 3 C7 W W V d Z \ \ \ \ \ / \ / _ Z O i' u VLu) A� — — — — — — — — — — — — — — — °- — — — — — — — — — — — — — — — — — — — — — — _ _ ` _ ' / \ \ & °i X 0 O 8 -----------------' R1 o<=v V ' T23` 10 __ HORIZON ROAD / - - + 14+ _14+ .71 / / \ 0+p� -_\ —_ _123.00_� +50 PUBLIC RO / 13� 13 50 �_—_ / \ / \ 04248"E ~ '- 11+00 _ _(_ W) 12+ 267.31' 1 —_.20'-+------�------- \_-----t-- 11+50°43'23"E ---- a a' 1 _ ' HORIZON ROAD \ \ CURVE 1- -- - - -- ---_,' R=486.51 T = 16.05 I I, ___- / _ L = 32.08 I I \ \ \ \��--=- _-----J/ -- C=32.07 _ __--- _ 1- --------------'' ----- / _�- -1 I \` / , \ \J I \ \ PC-11+33.32 1-�---------------I- P1=11+49.36 ; I _J J-------- ----/ / / PT=11+65.40 / L_---------------- _ -I-- - - - ----------- — — — / --> - - - _---- - - - -- ----------c_ _------ - - - - -- HORIZON ROAD - PLAN 500 69TII HIGH PT ST = 10+98.82 HIGH POINT ELEV = 493.55 PVI STA = 10+99.87 PVI ELE = 493.68 A.D. = 2.09% K = 43.88 50' VC 0c) v coo ON m 0) 04 0) ++ + V + 1 0 r0 II ° u V u � U U) 495 Q w > in > 495 mW > m w as rnLo M N to — \ Q J — — — — > a a 490 490 485 485 480 480 M h N_ V 7 7 C* V V 7 7 R 9+50 10+00 11+00 12+00 HORIZON ROAD PROFILE 13+00 14+00 14+50 K i ry Z v>� O F au ----� ' -- - - - - -/ V) o Z) Lu M v / 1 / I / - M I 0 � o / F � N Lu F N 0 N Q °\° z 0 o SCALE 1"=20' 0 20' 40' NOTE 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 PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. VI DATE 00 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N 1I cz TI 1I ` ) i U LU LL pQ- J J � Q � Lu � owb m J 7 a0Q 2�CL a =) 0 0 O O O 2 0 Y / IOB NO. 47118 SHEET NO. C4.2 L HORIZ SCALE: 1'1 VERT SCALE: 1'1 0 1 0 20 PROFILE SCALE 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. OLD LYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH I-----------------------------------------------------------------10' PUBLIC ACCESS — — — EASEMENT (PER SDP2021-006) — — — — — — — ----------------- -- - -- -- _ — — — — — — — --------------------------------------- — — — -fNGRESS AND-EMERGEN-Y — — I I I I 1901 dip . r � J J I I I I I I I I I I I I I II I I I I I I I i i I I I II Z I I I I I I I I I I I I I II I I I II I I � I I D I z I ; I a CIO r z- ° SA LEGEND PUBLIC DRAINAGE EASEMENT ❑INGRESS AND EMERGENCY ACCESS EASEMENT & STORMWATER ACCESS EASEMENT F7ACSA SEWER EASEMENT ■ PUBLIC ACCESS EASEMENT ACSA WATERMAIN EASEMENT ® VDOT ACCESS EASEMENT i. / i / 20' WATER MAIN ACSA EASEMENT rj� / e p S � V HORIZON ROAI HORIZON r UAD p °a t ----------, SOUTHWOOD APARTMENTS B (4% LIHTC) EX. 2' (WIDE) COMM UNI ATIONS EASEMENT FOR SOOT ERNNET OF VIRGINIA, INC. CLIFTON FORGE W NESBORO TELEPHON COMPANY DB 30, PG. 176 SCALE V=20' 0 20' 40' UGP GP GP UFn_ GP I-� vrU— UFO H — 0"I OHT / — — ONP— — — e -- /7.-- ° I e / e Y / v' • va • � ! / SOUTHWOOD APARTMENTS A BUILDING 1 (9% LIHTC) I 111/ ;4 Bryan D. Cichocld Ile. No. 53741 `SSIONAL ��` M E 0 � o N � N C > E v E w Lu Q LL o 3 p LL wO `mom j V 2 Z w w —ui O # Ce rn a w ry F C7 W a Z wr Lu 30'nx V w 0 0 O i ry Z O Fv> u V) Z w w O v o w � H O c� 0 F eti � N Lu F N 0 N Q 00 Z 0 O VI DATE 0 } 0511412021 DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 1'1 /;!.! '�� J '•. ICI "nN L. S J PUBLIC DRAINAGE O EASEMENT , ^ V 1 ' ]OB N0. — — --------- -- 47118 I I I r SHEET NO. I L--------i C4.6 L LEGEND--------------------------- c PUBLIC DRAINAGE EASEMENT ~ I II II ❑INGRESS AND EMERGENCY ACCESS EASEMENT & STORMWATER ACCESS EASEMENT I ACSA SEWER EASEMENT i ■ PUBLIC ACCESS EASEMENT GP El UGT — — ACSA WATERMAIN EASEMENT � ® VDOT ACCESS EASEMENT I �I G e e`. SOUTHWOOD APARTMENTS B p (4% LIHTC) EX. 2' (WIDE) COMMUNI ATIONS EASEMENT FOR SOUT ERNNET OF VIRGINIA, INCJIT CLIFTON FORGE W NESBORO TELEPHONf COMPANY DB 930, PG. 176 IEir'.�xir (• 1 OHT— OHT OH.— — 8 va SOUTHWOOD APARTMENTS A BUILDING 1 'e (9% LIHTC) ------------ I - \ I L------- PUBLIC DRAINAGE EASEMENT 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. Gp _ UFO Gp All UFO ;P I GP �0 I GP Ij' I �HP I I HP I I Uop -I,-I Gp — UFO I OHP� GP OHP� i — UFO � OHP — — — OHP OHP OHP— — 0 I NP UFO 0 — OH — Oh,T� — ONP/ OH — OH OVA x � I 1 r- --r L - INGRESS D EMERGENCY ACC S SEMEN T & STOR WATER ACCESS EASEM NT ALONG FACE OF CURB ;4 Bryan D. Cichacld Lie. No. 53741 SSIONAL G` M E O O N � N C > E a E w � .Wu Q LL o 3 p LL w 0 m j V 2 Z w .J. — ui O it rn ~ C7w a Z w r 30V)x U o< �LL w 0 O i ry Z O m > U)Z o w O v 00 � H M x cD 0 F � N F N 0 N Q 00 z 0 O VI DATE 0 } 0511412021 DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' \ CZ(I\. / I \ I -20' ER MAIN \ AC EASEMENT v \ O > Z \ J J J \ m ac a \ G \ m Z aQw C) Lu \ a VDOT ACCESS EASEMENT z \ (FOR TURNAROUND) \\ \ Q OU w O 0 2 O O a'3 IOB NO. NP 47118 SCALE 1"=20' SHEET NO. 0 20' 40' C+4.7 L T I , - \- ----- GA _-------------- I I 1--------- 1 I \ \-------------------\ I I\ \ -- --- 'I----------t------------ I 1 I I \ 1 I \------------------------------- -- \-----------------\------------- -- \ --- \ \ ----\------------- - \--------------------------------\ -- --- r---------\-- 1 1 - ---- ----t------------1 \ - ----�--- F 1 ---- \ \ I \ \ -, - \ \ I I I \ ---\- 1 \ \ I \ _ \ Bryan D. Cichocld 'ZZ ------�----------\--- \ \ 1 \ (LLD LYNG�NBURG ROAD \ \ \ \ \ - , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \STATE ROUTE 631 \ \ ` \ \ \ \ ` _ _ _ \ _ \ \ \ ` ` \ \ � Lic No 53741 � \ \ \ \ \ \ I '\ \ (VARYING RAN WIDTH\ ---- - - - , - - - \ - \ \ \ \ (21 \- � \ C (� �' S I O L `I NA f�GP GP \ OHTI- - - / iT - /-� T- �- ��4 -OHT '1, / 'OHP - r - - l T\ UGT- / / / / / / / / / / // 7 GP Q o /�.� =ONa-= - �GPi/ ��iG2 P - i �� - 3 Pam` O / TW.6,2"/ / / / \ J = Q$fj �86� 1 / / GP /' E G i 1 \ v BW 480.i2' 8 8' / / v j4 i 415. - �76i' A O� G .� / �f 1 / \ \ - - _ 'A/ �a pa9 g0 ^,. \ _ / / / / _ ;c 4 OHT� T ` Q > ..'� - l `--- ' Q 9 -- �' / ~v w 3 \ � I ,_- � / _ fib /A _ GP - - / aLL o 3 �.10 _ _ -492 TO OH \\ p ` / I ' ' ' - OF J V oo Z .� TO ` \ \ \ \ 479.38' I �� / I l - 493' w o O it 475.93' \ \ }C Q$U�4,,.^ \ \ - I ' - CIF 9b o_ ,A o ry A79.54'. I / O W ry v a z I 479.23' z F ? v V w I U) Lu co -co TO z m `>' w O / / \ wr II I �( T m V v \ \ \ 1 1 I 1 / \ \ D \ 493.0�" o w �FE=81.60' I I \ \ \ 477.71a^ \ \ Bw as eo' \ \ \ I I 1 " ` I 10- SET 19 _ BW48136='� \ .\ 1 FFE=492.99' I \ Y 484 50' 1 / o \ \ \ TO CAI \ 2 2 TO 492.82' 204 O TO 203 RD2 a \\ 10'SETB�qK� 475.31' "1 \ l l l 1 I l / \ l \ ` O 476.75' 1 RD1Lu & I /I l I I l 1 / l • / \ °.' \ 1 y ° ~ ,..i I / 477.52'I 478.04' I ...� •475.3 477.081 ,.., / \ 1 00 RD1 ° z 0 \ O \ I• I / 2 5 / I r l 1 1 1 / 1/ l .°. tl' I I O DATE TREATMENT:CU I- r / / / / // > CONTECH VORTECH G°UT DISSIPATOR CE FFE=492.50' / / I 0511412021 I STRUCTURE O \ ' SOUTHWOOD APARTMENTS B ',� DRAWN BY ��h 0g GABION FOREBAY I / (4%LIHTC) ° ,/ / .r I r , . 7 ; EX , 49 / I / / D5 r FIFE 0: 481.60' / / J \ 490.19 e', I a92ss' K. ROESER •a7s.3 °� FIFE 1: 492.59 /492B. 5'r °. I I° • DESIGNED BY EX TO It / /4s11. 490.32' v- I I 492.49' / / r a'`. I • K. ROESER l/ I p q SOUTHWOOD APARTMENTS A / / / / / / / / / II I / , / \ \ \ \ \ • \ ` \ / / / 1 / '� II I I I \ \ - / / - /' b10/ / / / / > ': I / `�a%�y\ � I / '���9 D6 % r r r ,l / TW 491.23' // Bf///W r / ,/ / r/,/l / /� / /' I B ••CHECKED BY/BW 491.20' BUILDING 1 TO 17 (9/LIHTC) 492.67' 8. CICHOCKITc • •a80.3a' wo4FE: 493.00' REATMENT:CUR 490. 0- / \ CUT DISSIPATOR CE SCALE / r I I' • 1,.=20' / // I � I I \ \ ` _ i / / / /' °.o' // / TC >° r / / / / // / // I .< ' I I I D3 '. i • 480.40' 1 • o r I I I >I • TC- r/////�l// r ./ \ .• r // I I _°I. 49225' 1 I I � I d11: p; r , l / r // l r I• l l I d _, r eN 1 w CL a16 TO • �l 11 ,/ r // �i\/ ' ° Y 104 SETBACK , V l{ 480.26' co cz .49 / / / / r / / I 492.8TO \2'\ 492.79' - /48 \ / l ` - - - -- - -- - - -/' / `\ FFE}493.00' TO / / / / / / / \ FFE=493.00' \ -/\/ / W / / I I _ 481' / \ 482.59' °?i L/ / , / /l /� r /l /� \\ -° \ \ ° DB D Z XCIk TO • \ ` / \ \ \ \ • \ \ \ \ ° • \ 1 I \ 482.05' ° / .� FFE=492.99' -482 FFE=481.60' \ Q UJ LLI `482.22' I . ; e e . v °\ 1 464- \ '�>° _ : - - - - - - - - - - - gy2/39' / .> ° / . / r / /\ ° . w E=493.00' w QN I EX ° �� . ° _ _ _ _ _ _ _ _ _ _ _ _ _ _ / ,\ 492.1T \ \ SOUTHWOOD APARTMENTS A /.' ! l l ° 1 r \ ° \ BUILDING 2 L 0 J/ a 465� 484 - - -- --- -- -'' ' / / / / \ `\ 493.00, \ LIHTC 06 / IL------ ---- ---- _ ° > l l '\ FIFE: 2 / / • .l I / r / \ 03 ` LL r n // asz. s' / � \ / / \ \ Q 494.82' I / / . , ' IZON ROA >, g\ >.\ \'I.. \ \ I HOR\SqN�---- - - - - -- 493.41'21 - - - - - - XN IOB NO. � \ Q 1 \ 4. _ -- SHEET N0 _--------- - / o zo C5.0r\ o- . L \______________\_________________________________ \ \I I \ - \ I \ \ \ -- \ \ \ \ \ ` BryanD.C3741ri ---- -- \ I I \ ------ _ ---- -- _ - \ Le. No 53741 rq g�1?v Z/ \ , / / /'/ - / / --� -- --- --- - - - - - -- 1 \ // - _ _ --- I �S`SIONAL ti1Gi \ -------------- - - - - - -- I r / C1� GP '''-''------ -- - - _ / ' /--------- - - - - -- - ----� \ GP. \ /� / / GP �p/ - - ',','�'/ / / �'/ \ / -` / // - --_----------- -------------- -\ ° u T\ /\\ UGT­ ' i ' / / / / GP I - / / ` / r /l - - - / - - - - - - - - _ - - - - - - - - - _ _ _ - - - _ _ nrvi c 77 / TW�.6@'/ / / J b95 g6- / / / /' / /' / P / /' -- �/ AA -' / /' --- ---- - E \ v N t BW 480.72' ^, / / / GP // / / / / - - - _ - _ _ - _ - - - - - - - - - _ _- - a� E /f� N9 9q - / / / / / / / / / i - _ - H IY > 3 \ OHT� \ w a / I - �' / - - - - - OF / \ - - - GP / / / /' ' ' ' - - - - - P ' / - - - - - - - - - - - - - ---- - - � - - -� - - - - - - - F- N w 3 /' ' / ' / LL G{4 1 '-- --- -- ---- 492 - // // / / // ' ' / / / / I r---' /l ------ Q W Z .� IGP _ - 493' , GP -- - _ �- = O # TC q$0�4.. \ \ \ y. - / / - OF 9A / /' ' ' / ' ' / l I I / / ' - - - - - _ _ _ _ _ a o N 9VERLAND /' / GP /' /' / I / / I I / / HP z_ � ; v w PATH - R OF ' . .' / J ' J 11 / l / ' / HP �' O to RX LL w C \.1. \� oF�\ Y 1 t s.. \ / \ \ / / / .A98 // GP' / / / / l / / l I ' Z rO \ \ OF / \ \ \.A99 O� - / - / I / / // / / I ! U Qko O r TW 493 14' - NP / o ° rry Lu .°pbp \ \° \ °:.'> \ \\ I:: o- \ -- / \<°.,. I \\ \\ \\ 120 \\ \ \ \ B 492.79' / /.50. OF // / ' / /' / 11 O 00 4s3.OZi' \ _ \ - - / ,GP ! I \ H � o' 'D \ \ TW ` \ - ' / I I I - I/ 0 1 \ \ BW481.60' \ \ I I - _ 9q=� - /' ° \ FFE�92.99' 4 1' / / 484.50' GP BW 48136E 1 1 1 I \ \ 1 _ i, Q92.82' . °D.°' _ _ 4g ` _ � � � OF / � \ I 8 \~\ I o D yW \ ,(/ t / / l I $9 \ • r \ \ / I , \ _ _ _ 0� _ SO1� S _ TW 500. �.0 1 OVA x \ 10' SETBff qKI / I I 0. / ° 1 \ ` _ _ p? Spa SO ewa95.8o � 1 \ l l I 1 I l / l .. �✓ \ \ - _ �• 4 SOS\ p6_ OF p l I I l l \ \ \ a� _ __-� 0 / F / / / / s / \ >' \I \I °,, \ \ \ \ _ _ - - \ _ \ \ \ - ` ` - \ 510 j�OHP//\ /1 pw N w N PRE-TREATMENT: C B - _ - _ ` \ \ \ \ N� 00 / / RD1 qg `FUT DISSIPATOR CELL \ \ ` \ \ \ \ \ / I _ / ' O o I / / / / / / / // > I °• � ` II I D ° \ -- -_sp ---- vt DATE I \ \ - - 8, L - - / > I 1 CONTECH VORTECH \ GABION FOREBAY ! I \ \ \ \ 1 \ 1 - - 1 � FFE=492.50' / \ TOP = 490.33 \ 1 \ / D 0511412021 / STRUCTURE a \ A9� 1 1 1 1 1 I D _-' O / SOUTHWOOD APARTMENTS B 1 / , / 1 9 w TIC \ (4% LIHTC) ° l b j , / EX ' TC 491.95' 491.57' I I I I I I I W 49583' / / > DRAWN BY / aso.ls' v , aszss' \ \ I I I 1 I K. ROESER / FIFE 0: 481.60� / / J s , . \ rC \ 4 I I 1 / FIFE 1: 492.5q /4�28. ;' EX I I I TIC \ 491.99' , 9g I 1 I I - - - - 50T / / • DESIGNED BY 490.32' .. Cr I TIC 49' \ \ ` \ I I / / / / / / I Q \ ` I , ' / • K. ROESER SOUTHWOOD APARTMENTS A 4g TW 491.23' / / / 0.4 ' TIC 17 t491.2 �489.33 128 0 \ \ I 1 1 1 1 ' ' / / • CHECKED BY BW 491.20' / / .F. BUILDING 1 v' (9% LIHTC) 492.6T TC 0489.33" \ y I I I I _ - / 1 t 506" ' / /, • B. CICHOCKI / iw ggr1 o4' FE: 493.00' REATMENT: CURB \ -C / BW 490.y0' / / / / ? 493.57' I I I I / /, /, • • SCALE / / ISSIPATOR CE I I I 1 1 I TW 495.23' / / //�'j, �' / I I / l� / l I TIC 1 I BW 494.77' / //'/ / / / • 1..=20' 492.1 I I I IM ` /505' / / / / / I / I I D3 \ L I I I I h If Tc ,1 492.25' si 91 \ \ �� I 1 Ip 1 504_ J / 101 SETBACK PARCEL 07 00-b -051AO \ 0 / / / / / / / / �/ v • / I 4 S UTH HA ESVIL E LLC \ I nl _ - 502-// I \ �� cz / / / / / / // / V // ° I \\ D -• 492.8\2'\ \ TC I I I b // / / 493.35' / 11l I I/ l Z .v•. 7 1 \ 14 _ I I 0) 1 // Il // \ ` ` ` I 1 0) / // / / / I TI TIC T 1 / // / 492.79' ° _ _ _ _ A ` ,'fl \\ FFE}493.00, .ro . \ \ r. il TIC ° D5 _ 493.52' I 4 11 1 00 FFE=493.00' ° D8 D7 .D6 492.79' D _ 113 d '� %%%% I 1 1 a / / / E - - - - / Z 10' SETt�ACIF If a_ FFE=492.99' \ ° , ° FFE=493.00' � I � _ I ce o o \ °. .° u � _ \ \ J I` \1 / III v \ I \\ O > rwn W V 492,39 / sg / °':.o // I ° EX / / / / \\ ° ° ° � . °e,.. a`F� \ ° ° . \E=493.00' ` -FFE=493.00' °1.19. ` \ \ II \\ \\ / / Rg1 /, / / I \ / ' Lu m L.L - _ - - - - - ' / / a\ 492.17' 1 / / \ ° \ SOUTHWOOD APARTMENTS A _ o ` \ / \ J BUILDING 2 \ I °� ' .A96 / � a ° 493.00' \ (� LIHTC) I \\ \ \ ,' / ` / // O co - - - Leo asz 50 % // / / / I I \ FIFE: 49a.0� s� • �, I e / / \ / / ' / D \ \ \ _ TIC 109 ` \ TIC I 126 V 492.5 >: .. a \ . / / \ ° p ° / / / 3 SS, \ \ _ \ 5' SETBACK 110 491.86 \ \ 493.12' I'll 492.50' N \ 493. � 106 ---- /' I SAN\ D.. _ COLY C F9I \`------'// 104 - - - - - - - - p V\ - /i \ \ s 491.24' 105 491 \ IL I &V LANID----------' 1 49 \ / RELIEF PATH \ - - - - - - - _ _ _ _ - O i / 93 �g -- - -- ---- ----- -- - -- - q \\ \ - - - - - - - _ v 4'/- - - - _ / 12 _ - , ' 124 30B NO. _490- SCALE 1"=20' 47118 SHEET C51 L RAISE EXISTING STRI AS NEEDED 1 PROPOSES STA 13+81.77 TOP 492.04 112: 24" Basin - Circular Grate (Solid) INV IN 484.69 (109) STA 14+89.33 INV IN 486.76 (125) TOP 492.75 INV OUT 484.59 107 INV IN 485.43j� ( ) 7JJ44 Basin -Circular Grate (Solid) �, 106: MH-1 INV OUT 48 1 33.01 U 9 116: MH-1 STA 13+64.07 TOP 494.38 0 STA 16+24.49 O TOP 491.31 INV IN 485.75 (115) Q ^ m TOP 491.31 o N o INV IN 485.00 123 m ° N u0 c�i °1 INV IN 486.31 117ALO ( ) - o INV IN 492.67 (RD5) � n o o 2 � ( ) � N cO ^ o INV IN 484.50 (107) t INV OUT 485.65 (113) ry ^ N " co °00 U INV IN 486.31 (127) U ry u� n M N N CO INV OUT 484.33 (105) o" v_ cy M m M rn m F c o Ci INV OUT 486.21 (115) 108: MH-100 v o'om cNn��'No ego 104:DI-2A coM m �NC?m°D g�vzz mCo6 °� STA13+81.77 NQ r ONv Q00 C.)C!04 EDP �L6 riv ap�rn v =+��v� o_--O mrn � 128: DI-1 10M0, �owj 3C' � � _��� F STA13+16.80 cn+SIT � ��az � p o~OZ Z Z i��oN'� STA TOP m+�� o0v D�azzp g�vz0 TOP490.93 �Q 0- SOH--- ��v INV IN484.69109 No O o -- O O�vz 0 `o�0>Z> o p TOP489.83 ( ) ���0 0�0> o�OZ Z Z o�0> > INV IN484.09(105) oF0> > lmFz- z oa > INV IN486.76(125) �Qo co v) H ? � m � - - - � cn F z z INV OUT 484.09 (104) � U) z � c~i� � z INV OUT 486.45 (127) INV OUT 484.59 (107) � U) � z sn-1; _rn.r 1;n-r qn-r rnq 500 500 PROPOSED GRADE EXISTING 495 GRADE 495 6" FIRE LINE'A' 6" FIRE 3' 490 - - - - LINE'A' MIN. 490 RIM OF JCTURE O MEET 119 RD1 GRADE 4 4 117C 62.92' OF 4.65' O 485 15 7171'OF 12" HDPE 2" HDP tA n rnot 485 11 91.48' OF 15" @ 0.76 0 105 1 9 ' 74. ' OF 3.55' OF 18" HDPE @ 1.500/0 104 47.18' 33.0 F HDPE OF 21" HDPE 1" HDPE @ 0.50% 101 102 01.70' OF 21" HD 21" E @ 0 ° @ 50 /0 .50% 0.50% 32.42' OF 81.87' OF 21" HDPE @ 0.5 % 117A 480 21" HDPE 0.50% 4.56' OF 480 @ 0.50% @ 0.50% 17.52' OF 5" HDPE 21" HDPE @ 0.50% @ 0.50% 475 1 1 1 475 470 470 500 500 PROPOSED GRADE EXISTING GRADE 495 495 490 1 1 1 490 2' MIN. 485 O 127 485 15" HDPE @ 0.54% 480 480 475 475 470 470 VILI 500 500 EXISTING GRADE PROPOSED GRADE 495 495 JT T 3 490 125 490 OF 485 367gmr- 485 1@ 2.00% 480 480 475 475 470 470 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 STR. 100 - STR. 120 STR. 116 - STR. 128 STR. 108 - STR. 126 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0) VERT SCALE: 1"=5 VERT SCALE: 1"=5 m RD2: 12" Basin -Circular Grate (Solid) i) STA 11+15.48 M ° M 2 o TOP 480.40 0 0� (D o t 1 t INV IN 476.16 (RD3) `m m ui - o 0 V v 106: MH-1 STA 13+64.07 N m co °i rn 102: DI-2A STA 10+33.25 o Cq co M m 202: DI-3B 6 ft Throat INV OUT 476.06 (RD1) 204: MH-1 y v f0 `- o cn M TOP 491.31 m v co v M+ O F TOP 493.31 rn m roi o M+ Q STA 10+00.37 STA 10+80.39 m `+' o V U W oo RD8: 12" Basin - Circular Grate (Solid) N m o "' o o^ 206: DI-1 LL7 INV IN 485.00 (123) 0 INV IN 482.57 (102) 0 0 0 TOP 475.22 TOP 478.56 v z 0 O> w o' o o STA 12+52.20 + _o r STA 10+47.06 z z INV IN 484.50 (107) Q o INV IN 486.23 (121) �; Q o >O O_ INV IN 470.34 (203) INV IN 474.44 (RD1) p F 0 > m m coo v TOP 481.20 Q o TOP 475.85 INV OUT 484.33 (105) z INV OUT 482.47 (101) c~n z INV IN 470.35 (205) INV OUT 474.18 (203) o' m � z z iv _+ m v INV OUT 477.45 (RD7) N z z INV OUT 470.60 (205) � tz O 505 505 505 505 490 m Q d > > 490 490 490 500 500 EXISTING GRADE PROPOSED 495 GRADE 495 490 490 3' MIN. 485 me-485 123 42 93' OF 15" HDPE @ 1.50% 480 480 475 1 475 9+50 10+00 11+00 11+50 STR. 106 - STR. 124 500 500 EXISTING GRADE PROPOSED GRADE 495 495 14.7 490 490 6" FIRE LINE'A' 121 485 F 485 15" HDPE @ 2.00°/u 480 480 475 1 475 9+50 10+00 11+00 11+50 STR. 102 - STR. 122 m mFz z 485 485 PROPOSED GRADE EXISTING GRADE 480 � / 480 MIN. RD7 475 RD3 RD5 ACV OF475 67.31' OF 8" HDPE �HOD75E @ 0.85% @ 0.75 /o 20 •OF LD1 470 60� OPT 35.10' OF 470 1 A$ 8" HDPE @ 4.62% 465 465 460 1 1 460 9+50 10+00 11+00 12+00 STR. 202 - STR. 204 13+00 13+50 485 485 4PROPOSED GRADE EXISTING 480 GRADE 480 475 475 3.7' 470 470 42.97' OF 12" HDPE @ 0.58% 465 465 460 1 460 9+50 10+00 11+00 11+50 STR. 202 - STR. 206 11+50 0 50 PROFILE SCALE ;4 Bryan D. Cichacld Lie. No. 53741 V7118 -PO n E 0 o N � N Q O > E w a E � .WU Q LL 3 0 LL - wO `mom 0 W L M a_j U00 W J -N o rn d (nN . W (� w IT 30'x LL Ln _ N m >m F Q 0� EO1 N 00 W M d � CL O ce 0 Z O it a F z U w U Lu 0 O z O U) z > 0 Lu O F 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1 "=50' 1� Cz 1__q // \V i UQ 0 > 11J J LL J of LL Z 00 J ^ LL a s LL I..L ? 0 Q O (n 0 0 2 ,0 V 1 IOB NO. 47118 SHEET NO. C7.0 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 Bryan D. Cichacld Z Lie. No. 53741 IONAL�ti TWA 10+64.33 TWA 10+64.33 TOP 492.49 TOP 492.49 STA 10+00 : EX', 4 STA 10+84.51 STA 10+00 /€X', INV IN 488.67 (BLDG. 2 - 2) INV IN 488.67 (BLDG. 2 - 2) TOP 479.74 '1_0,% TOP 480.88 M E TOP 492.72',54,/ INV IN 489.00 (BLDG 12.1 -2) INV IN 489.00 (BLDG 12.1-2) INVIN472.65(11-EX. 1) INV IN 477.52 (BLDG. 11 -4) N 0 INV OUT 486.71 (54-53) INV OUT 488.57 (2 - EX. 1) INV OUT 488.57 (2 - EX. 1) INV OUT 470.96 (10-8) INV OUT 477.42 (4 - EX. 3) N c 505 505 505 505 500 500 > E w v E 0 ¢ a o 3 p LL — wO `mom m ¢ j V°s'o Z .i USE GRADE RINGS TO 500 IIIp 500 w w -1i O # ADJUST RIM FROM U) a {n ry N a F EXISTING ELEV 492.72 EXISTING tL Z F w ri z TO FINISHED GRADE GRADE a 3 G x Q o PROPOSED o < 6 LL v CJ 495 GRADE 495 v O F a u V) � z FFE=493.0 N N w O W M V 3' a v IN. 490 490 LOC, cn 2 �� 41 of O o 64 33 O fi' pV x 485 3.3' 6" p 4 o @ 2.00 b 485 O x F � N Lu STORM PIPE 101 ~ N 480 480 ¢ p 00 O 0 (n DATE > 0511412021 O 475 475 DRAWN BY K. ROESER • DESIGNED BY 470 470 • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 465 465 1"=50' 10+00 11+00 9+50 10BLDG 12.2 — SSWR EX. 1 12+00 9+5oBLDG 12.1 — SSWR 2 00 9+50 10+BLDG 11 — SSWR EX. 3 12+00 ^' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' , V VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: V=5 �--� cz 5 1� 0 - 0u') U) 1� w 0 50 J PROFILE SCALE ( � i 0 < 0 J w m Q m w J Q < w o� O Q Q U O Q O U) 0 L2 I ,O V 1 IOB NO. 47118 SHEET NO. C7.1 Z p J_ 00 500 � 500 O O EXISTING tL GRADE � a PROPOSED GRADE 495 495 FFE 493.00 3' MIN. 490 490 BLDG 12 1 - 2 28.36' O 6" PVC 485 @ 1.76°k 485 480 480 475 475 470 _ 470 465 465 495 495 FFE=491.7 490 O 490 0 EXISTING m GRADE p PROPOSED w 485 GRADE O 485 O a � FFE=481.5 480 / 3' 480 MIN. 3 -BLDG. 475 4 ' OF 23.98' OF 475 6" PVC II ([� 2.00% INTERNAL DROP 470 CONNECTION 470 465 465 460 460 L_ Bryan D. Cichacld Z Lie. No. 53741 505 505 505 505 505 505 505 505 �SSIONAL�ti M E 0 0 m coU N N > E w v E eE � .WU Q a o 3 p U. 0 wo `mom �_j UOMO Z w w —i O # rn o "v a F C7 W vM Z V W 3 o n X � o< �LL w 0 p O � i 0 ry Z U 2„ 2„ F v a in w O o M U 00 v ly vi 0 x C7of N W O x Q O Qz co O O DATE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 0 OS/14/2021 FIRE LINE 'A' DOMESTIC LINE 'B' DOMESTIC LINE 'C' FIRE LINE 'D' ' DRAWN BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' HORIZ SCALE: V=50' K. ROESER VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: V=5 VERT SCALE: 1"=5 • DESIGNED BY • K. ROESER 5J • CHECKED BY B. CICHOCKI • • SCALE 1 "=50' 0 • 0 50 PROFILE SCALE 505 505 505 505 500 500 500 500 490 490 495 495 505 505 N 1 cz 1� 1� i �4 U O>w s" J w J E E DIP W M < LLJ LL Lu pu L^L J LL a_a LL O LL J Lij a z O Q U to LU O O 0 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 D FIRE LINE 'E' FIRE LINE 'F' DOMESTIC LINE 'G' FIRE LINE W FIRE LINE 'I' FIRE LINE U FIRE LINE W 0 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' ( n VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 v , IOB NO. 47118 SHEET NO. C7.2 WATERLINE WATERLINE c� z 0 J_ m 500 � 500 O a O a PROPOSED EXISTING 495 GRADE GRADE 495 FFE=493.00 490 3' MIN. 490 1' T. � � j 1.2' CLASS 52 Z 485 DIP WATERLINE � 485 STORM PIPE 115 STORM PIPE 21 H S ORM PIPE 10 STORM PI E 105 a0 t7 Z 480 480 w � � U W W Z W W W Z Z p O F W m F H W W (r Z "'• w 475 � � N � � � 0111 475 z p J_ m 500 � 500 O a O K a 495 495 FIRE LINE'A' FFE=493.00 i 490 490 4. 1' 485 485 6" CLASS 52 DIP WATERLINE U p 480 O 480 0 Z m W LL 475 475 z p J_ m 500 � 500 O w O PROPOSED IL GRADE EXISTING 495 GRADE 495 FFE=493.00 3 M N. 490 490 4.3' 485 485 6" CLASS 52 DIP WATERLINE U Cl p 480 w O 480 o N Z � m N � 475 � 475 495 495 PROPOSED GRADE FFE=492.50 EXISTING GRADE 490 z 490 0 m 4.2' C] w m a 485 485 a FFE=481.60 480 480 475 w 475 w m Q � � � 470 °�' 470 495 495 PROPOSE FFE=492.50 GRADE EXISTI G O GRADE 490 490 0 Z) 4.2' p w m 485 O 485 O m a 6" CLASS 52 DIP c9 TYPE z 0 J_ m 500 w 500 O a O Of a PROPOSED 495 GRADE 495 EXISTING FFE=493.00 GRADE 490 4.1 490 K COPPER WATERLINE 485 485 480 w 480 w p Z W am � � � 475 � 475 485 485 PROPOSED GRADE EXISTING GRADE 480 I 480 3 5' MIN. 475 475 6" CLASS 52 DIP WATERLIN 470 470 J m w N Q 465 465 z � W H = O W � 460 w 460 C7 TYPE z s J_ m 500 w 500 O a O a PROPOSED 495 GRADE 495 EXISTING FFE=493.00 GRADE 490 3'5� 490 K COPPER WATERLINE 485 485 480 w 480 w p Z W m � N X 475 iv � 475 FFE=492.50 490 490 O J m p � PROPOSE 485 U GRADE 485 U EXISTI G d GRAD FFE=481.60 480 480 3.5' MIN 475 475 6" CLASS 52 DIP WATERLINE U p 470 z 470 0 z p F Z W O m W W 465 � w 465 c� z 0 J_ m p 500 W 500 O a O tr a PROPOSED GRADE 495 EXISTING 495 FFE=493.00 gLDE 490 3.5 490 MI 6" CLAS DIP WATER 71NE 485 485 480 480 H H � � 475 475 500 500 PROPOSED 495 GRADE 495 EXISTING GRADE 490 490 CLASS 52 4.2' L uy� ,' 1 '1 I, II \\ _� c UGP=\\ \ \ a� \f 'I i'1 I, I 1I II I II'1 III I \\P��� \\ell� ZO Bryan D. Cichocld I<o ,. 1 1 1 \ \ �\ II 1 1 I I , 1 II 1\� I II \\ 1 \\\ \ •� �\ \ �. Q' UGP-I— Le. No. 53741 - - - - - - - - - I ONAL�` 490 491 7%�/8 E o •' v `.v d°.. ...° —----___ ' I- 1 / I �I I I I I I I I, I I 1 1 \ /i / `� .: o•. _ 1 I 1 1 I 11 I I I I I , IIII I III II (D ' % ' > E N II 1 i ' / / / U� ,' / / / 1 w ai E 1 = �W >; 0I III i IIIII ,/ % �� / �/,� �Uw3 U. Q ' ' I I ' ' I ' -/UGP' 1 I 1 I 11 aW vo~Mo Z .� 11 - / l / / / / II / X ' / _XI N `n O # l l I 1 1 I 6l' � J �� � � G I ' / d' > � ry \ i +50 12+00 2+50 - + / / 3+50 ' / 14+p / 1 1 I — 10+50 11+00 -------�- - +--- --A-- - - - -- - I / 4 \k5i� of 15+50 �5+60, 1 Z ° M � z O F— W --�^A-t--- ------�- -t------i------- ----t- \ — +- --- / ,--�---t / -�-�-T--I-- - ----�- �1--�---�- �—�---+- f 'g u w 9\ l Z 7— I _J—W 1 �o v< w \ `90 W ! / HICKORY STRE-, / / / / /' / /' /' / / / / /' // ,' 1 1 I! / l I m 1�W II \ la-�C (n = v N z 0 \ 62' P ET / �W / Cl R \ / = n UBLIC R \ _ / , / / / /_ \ \ P�' �y. 1 -� F- a in z .Q I ( I \\\��� UGT� sc, Z I I \ \ \ \ \ \ \ \\ I \ \ I \ I I /y \. i i� OW aU' SA BUST 488 / ,-------- -_ _ 486 1 197 / I �481 1 1 1 1 1 1 LQ 480 I� do r I riins \' X M 0 —P/GT— \� — —4�\ UGC \ ��T\ \ \ I 11 \ j \' w F N 00 DATE 0511412021 DRAWN BY 9^' • / ,1 1 11 I 'I '1 11 II I II III I I \ I \ I I K. ROESER DESIGNED BY I / 1 I' I ----- //\ ` I , 1 I III I I 8O6 • K.ROESER _ I I ,' / / / I I ' 1 1 f- I I \\ I I �' • CHECKED BY ' , - - - ' / I ', ' I 11 'I I I I, I / • B. CICHOCKI y,. 1 1 /' 1 I I I I • • SCALE SCALE 1 "=20' • 1 "=20' Now \ :'• I i I I I - - - - - - ' / /� 0 20' 40' 100, GT.01 505 500 500 SDR - 280' 1EIGHT OF EY = 3.5' EIGHT OF OBJECT = 3 5' 495 495 _\ ' \ 490 — \ 490 PROPOSED \ GRADE \ SDL 280' EXISTING GRADE 485 \ 485 \ 480 480 OBJECT = 3.5' 475 \ 475 1 \ \ 470 470 9+50 10+00 11+00 12+00 13+00 14+00 15+00 HICKORY STREET - SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "1 VERT SCALE: 1 "=5 16+00 16+50 am N 1 CZ w 1 W i U OY 0>U J w = J ' Q w w J m J LL QLL Q O 2 z �a- a W 0 ° c) Z O U) L2 I 0 Y / IOB NO. 47118 SHEET NO. C8.0 L T I of/ i - VAA .11 1 .I A SCALE 1 "=20' 0 20' 40' l' / / / / / / / / / I I I I I I 1 1 I I I 1 I 1 1 I I I 1 1 1 1 1 11 - �1 I I I / I / I 1 I / 1111 1 1 1-\-T / / — r' I / I I , � a / cog ! X , I I /\ I 1 \ I 1 \\ I 1 1 I 1 1 I I 1 I I I I I I I I I I I I I I I 1 I 1 1 I I 1 I I I 1 I I I 1 1 1 I I 1 I 1 I I 1 1 ' 1 1 1 1 I 1 I I I I I I I I 1 I I I I I I 1 I I I I I I I I ' ' , 1 / / / / / / / I / / pAr / / / / / / 1 � � � I \ \ 1 I \ I 1 I 1797 \ 1 1 1 \ I 1 / \ 1 1 \ I 1 \ I � I I I I \ I \ I \ 1 k I I \ v 1 T I \ \ 1 I \ \ \\ II 1 1 I , \ O\ A- I I I 1 1 \ 1 \ I I \ } 1 \ \ 1 \ \ \1 I \ \ 1 \ \ 1 \ \ 1 1 I \ I \ I \\ 1 1 \ I \ 1 \ 1 \ I I I \ I I 1 I \ \ I 1 I 1 I I I I I I \ Ay I v 1 I 11 \ I / I 1 / \ 1 , 0 I 1 I 1 �N 1 I Z to , 8 �7 1 1 I O 1 I NOTE: STREET PARKING SPACES ON HORIZON ROAD THAT ARE LOCATED WITHIN THE SIGHT DISTANCE TRIANGLE WILL BE REMOVED WITH FUTURE EXTENSION OF ROAD. 505 505 500 SDR - 280' 500 EIGHT OF OBJECT = 3. HEIGHT OF EYE = 3.5' 495 — 495 490 -- --- -- --- 490 L.EXISTING PROPOSED GRADE GRADE 485 485 480 480 9+50 10+00 13+50 HORIZON ROAD - SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ;4 Bryan D. Cichocld Lie. No. 53741 `SSIONAL ��` M E 0 o N � N C > E v E w ui Q LL 3 p LL �-3 UOMO Z ww— i O it rn o ry F W a Z v M 3Lu 0x w 0 0 O i ry Z O m > u� V1 Z w O � U M 00 � H O 0 F p � w N Lu F N p N Q 00 z 0 O VI DATE 0 } 0511412021 DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' am N 1 cz0 Q 1 / Z O U EE O>° J w , Q Lu g J_ m LL < LL O LL]W =)U o U z Q O Q O o 2 v J 0 Y / IOB NO. 47118 SHEET NO. C8.1 L