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Home My WebLink AboutSDP202100066 Plan - Submittal (First) 2021-07-27SOUTHWOOD PHASE 1 -BLOCKS 9, 10, & 11 SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: 09000-00-00-001AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 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: 7.97 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 FINAL SITE PLAN REF. INITIAL SITE PLAN SDP202100006 COUNTY OF ALBEMARLE, VIRGINIA DRAINAGE DISTRICT: MOORES CREEK WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. TOTAL IMPERVIOUS AREA = 4.63 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. BUILDING HEIGHTS: MINIMUM BUILDING HEIGHT PROPOSED IS 2 STORIES (25' REVEALED ON HIGH SIDE OF TUCK UNDER TOWNS) AND MAXIMUM BUILDING HEIGHT PROPOSED IS THREE STORIES (35'). STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH THE USE OF A STORMTECH ISOLATOR ROW, A STORAGE PIPE, AND A CONTECH JELLYFISH FILTER. AGRICULTURAL/FOREST DISTRICT: NONE SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[ ] NO[X] ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. A PORTION OF BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (16 IN TOTAL). 3. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 4. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. Table 3: Phase I Site Trip Generation ITE WEEKDA AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL PI OUT TOTAL Phase 1 Residentialt'i Apartments/TowNlomes 2201" 270 D.U. 2.000 28 95 123 90 53 143 Single Family 210 30 D.U. 343 7 19 26 20 12 32 Residentat Subtotal 300 D.U- 2.343 35 114 149 110 65 175 Commercial Retail 820 25,000 S.F. 944 15 9 24 46 49 95 Office 710 25,000 S.F- 277 43 7 50 5 26 31 Commemialsubtotal 50,000 S.F. 1.221 58 16 74 51 75 126 Phase 1 Totalt I 3,564 93 130 223 161 140 301 Phase 2 Residentialrrl Aparhments/Townhomes 220'2l 143 D.U. 1.040 15 52 67 51 30 81 Single Family 210 16 D.U. 193 4 12 16 11 6 17 Residential Subtotal 159 D.U- 1.233 19 64 63 62 36 96 Phase 2 Total 1,233 19 64 83 62 36 98 Southwood Total (Phase 1 + Phase 2) 4,797 112 194 306 223 176 399 Soume: ITE Trip Genereuon, 10th Edition. 1- Residential hip generation assumes 10% of the units wit he single family dwelling units. All others will be apartmentsftownhomes. 2. ITE includes lownhomes and 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 ensure maximum flexibility, Phase 1 trips were assumed to be split evenly between residential and commercial uses. 4- Phase 2 consists of 500 total units but will replace the existing 341 units currently on site for a net increase of 159 ands. 1/18/2021 Oa< H I SITE LOCATION VICINITY MAP 111=10001 DEVELOPER: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND CT Cr- BLOCKS 9-11 SITE PLAN TRIP GENERATION WEEKDAY LAND USE IT CODE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL APARTMENTS/ TOWNHOMES 220 86 D.U. 641 13 34 47 30 17 47 TRIP GENERATION TOTAL (PHASE 1 + PHASE 2 + BLOCKS 9 - 11): 5,438 ADT 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 DATE CHARLOTTESVILLE, VA 22902 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: (434) 327-1690 Sheet List Table Sheet Number Sheet Title CO.0 COVER C0.1 CODE OF DEVELOPMENT TABLES C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 NOTES & DETAILS C1.5 FIRE FLOW DATA C1.6 BUILDING ELEVATIONS - TOWNHOMES C1.7 BUILDING ELEVATIONS - APARTMENTS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 BLOCKS & OVERALL PLAN C2.2 OVERALL PHASING PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.3 ROAD PLAN C4.4 ROAD PLAN C4.5 ROAD PLAN C4.6 OVERALL HOUSING & DENSITY PLAN C4.7 DETAIL HOUSING & DENSITY PLAN C4.8 OPEN SPACE PLAN C4.9 LOT & EASEMENT PLAN C4.10 LOT & EASEMENT PLAN C4.11 LOT & EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 DETAILED GRADING PLAN C5.4 DETAILED GRADING PLAN C5.5 DETAILED GRADING PLAN C6.6 UNDERGROUND DETENTION DETAILS C6.7 UNDERGROUND DETENTION DETAILS C6.8 UNDERGROUND DETENTION DETAILS C6.9 UNDERGROUND DETENTION DETAILS C7.0 STORM PROFILES C7.1 STORM PROFILES C7.2 SANITARY SEWER PROFILES C7.3 WATER LINE PROFILES C7.4 WATER LINE PROFILES C8.6 SIGHT DISTANCE PROFILES C8.7 SIGHT DISTANCE PROFILES C8.8 SIGHT DISTANCE PROFILES L1.0 OVERALL LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS E1.0 PHOTOMETRIC PLAN E2.0 PHOTOMETRIC DETAILS FINAL SITE PLAN TOTAL NUMBER OF SHEETS = 49 (/ Z Lryan D. Cichocki lac. No. 53741 -7/169/u V103& N z 0 f f AM Z O H a U U U) 0 ti O W V LU � U ti O a Z� a O Q �Z) DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1�1 1� 66 0 1�1 U( 0Q .j W w J LU 11 w J m \ Q 0 `L U (W 0} V / z U 0. 0 0 0 0 V) IOB NO. 47036 SHEET NO. C0.0 L DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS GROSS TOTAL 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 % 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 00/0 0 0 0 0 00/0 0 8.00 BUFFER 2 1.30 56628 0 0 0 0 0 0.0 0 0% 0 0 0 0 00/0 0 3 NEIGHBORHOOD 55118 6 2 0 0 8 5.7 5 63% 4-12 3 0 3 38% 0 1.40 DENSITY 4 1.50 212995 3 2 0 0 5 3.3 3 60% 5-14 2 0 2 40% 0 URBAN DENSITY 5 RESIDENTIAL 218698 4 4 26 20 54 7.6 10 19% 60-127 24 20 44 81°/0 0 7.10 VILLAGE 6 NEIGHBORHOOD 47916 0 0 0 0 0 0.0 0 00/0 0-31 0 0 0 0% 0 MIXED USE / 1.10 NEIGHBORHOOD 7 0.60 26136 7 0 0 0 7 1 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 00/0 0 9 1.80 53994 0 0 15 0 15 8.3 15 100% 0-61 0 0 0 00/0 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 1 0 1 45 0 45 8.3 45 1 100% 20-182 0 0 0 1 0% 0 12 3.00 130680 0 1 0 1 0 1 0 0 0.0 0 1 0% 13-102 0 0 0 1 0% 0 TOTAL 34.00 1,398,359 26 1 8 1 96 1 36 166 r 4.9 1 101 1 61% 1 150-450 1 29 1 36 1 65 1 39% 1 0 FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA (SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. HOUSING MIXTURE PLAN TABLE PARKING REQUIRED AN D PROVI DED TOTAL TOTAL PARKING ASSOCIATED PARKING PARKING SPACE PLAN(S) LOTS HOUSING TYPE SPACES SPACES LOCATION PROVIDED REQUIRED SINGLE FAMILY (4) ON -SITE, (2) ON 6 6 3,12,34 DETACHED CARDINAL HILL LANE (16) ON -SITE, (1) ON 16+2GUEST = 18 HORIZON ROAD, (1) 4, 5, 8-11, 18 ON WARDELL CREST 37,38 DUPLEX SDP202000048 (39) PARKING LOT, (1) MULTIFAMILY(2)6-UNIT 40 40(2ADAVAN) ON CARDINAL HILL 13 AND(2)4-UNIT LANE 20+2GUEST = (20) GARAGE, (2) ON 22 1423 TOWNHOMES 22 CARDINAL HILL LANE 16+2GUEST = (16) ON -SITE, (2) ON 18 25 32 TOWNHOMES 18 WARDELLCREST 105+18 (40)GARAGE/LOTS, 163 THIS PLAN 1-70 TOWNHOMES GUEST=123 (23) ON STREET/ALLEY 70-72 MULTIFAMILY (2) 24.00 1 25(2ADAVAN) 1 25 ON STREET/ALLEY BLOCK HOUSING TYPES Tenure type AMI Range Affordability Provisions Period Approximate Number (range) Number Provided SUB201900174 1-2 N/A - Open Space Market Single Family Attached Ownership/rental Unrestricted NA 0-20 0 Market Single Family Detached Ownership/rental Unrestricted NA 0-40 0 3-4 Habitat Single Family Attached Ownership 25%-80% AM 40 yrs 0-15 4 Habitat Single Family Detached Ownership 25%-80% AM 40 yrs 0-10 1 Accessory Units Rental 0%-80% AM 10 yrs 0-5 0 Market Single Family Attached Ownership/rental Unrestricted NA 0-12 0 Market Single Family Detached Ownership/rental Unrestricted NA 0-10 0 Deeply Discounted Units Rental 0%-30%AMI 10 yrs 0-5 5 Habitat Condominium Ownership 20%-80% AM 40 yrs 0-20 15 5-8 Habitat Townhome Ownership 25%-80% AM 40 yrs 0-30 18 Habitat Single Family Attached Ownership 25%-80% AM 40 yrs 0-15 4 Habitat Single Family Detached Ownership 40%-80% AM 40 yrs 0-10 2 Workforce Ownership/Rental 60%-120% AM NA 0-10 0 Accessory Units/Carriage Units Rental 0%-80%AMI 10 yrs 0-5 0 Number Provided with This Plan Market Apartments Rental Unrestricted NA 200-225 0 Market Townhomes Rental Unrestricted NA 0-30 70 9-12 Habitat Townhomes Ownership 25%-80% AM 40 yrs 0-30 16 Deeply Discounted Units Rental 0%-30%AMI 10 yrs 0-5 0 LIHTC Apartments Rental 40%-60% AM 30 yrs 80 0 PROFFER STATEMENT TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18'A 28'A STEPBACKo MIN. N/A N/A 15'E 15E 15,E AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK MIN. NO MIN. 5' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKS MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACKc TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG ENCROACHMENT SINGLE BUILDING FOOTPRINT MAX. NON- 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. m A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). c FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. Original Proffers I X Amendment ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-00-00-001A0, 090A1-00-00-00IE0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: _August 2, 2019 33.96 acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMD and TMP 90A1-1E (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001A0, 090A1-00-00-001E0, 07600-00-00-051AO (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Projecf). Pursuant to Section 33.3 of the Albemarle Comity Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are voluntarily proffered as a part of the requested rezoning and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Ran ZMA 2005-00017 included on Tax May Parcel 090A1-00-00-0O1EO. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parcel 090A1 00-00-001 EO are hereby removed and superseded by these proffers. Tax Map parcel 090A1-00-00-001 EO (along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails, Parks, Civic Spaces. a. Greenway Connections to Potential Adi acent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase I, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general ov- % 1/ L irryan D. Cichocki lac. No. 53741 -711(olU M1 3& ^� E 0 0 u N � N Q O > E w v E w w 3 Q LL o 3 p LL - w0 `mom 0 W L M aJ Voo W J -N .. rn rn N (� W 3:0'x 9& 6LL p Q = v U-) _ N Fv> _ EO1 N W M 00 J location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (100'h) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to 0 the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300" Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia 7r� compare By: Dan Rosensweig, Manager L Z ft,S lt,J it �l Z O a_ U U m p O LU U) w V 2 O U w 2 � a ti Op 3 � F a p DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1- 1 1--1 06 0 rl T� V , V 1 LU J U co Q 0 ~ J '. z LLJ J W LLJ a � m 0 r-I a J LL LL1 0 (U..� LU `� � 0 Qo L1_ U _ 0 0 C) 0 0 0 2 0 U) JOB NO. 47036 SHEET NO. C0.1 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 �1 gl► Y P Y � P Y within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. 1f1UCL1itriv %-UUHLy 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 CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements Y P sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and rertifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This fnrm mast be. received for release of a bond_ It is available on the rnimty website_ In the case of 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) 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 fore and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of i Trans ortat on (VDOT). plan drawn may not accurately reflect the requirements of as ( ) Y P P Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). ov- % r irryan D. Cichocki lac. No. 53741 M1 ,S& M E 0 rn o N C > E w v E H_ w w 3 Q LL o 3 p LL - w0 `mom 0 W L M a_J Uoo W J -N M to co Z W Q M� �0'x LL � Q v _ N N Fva� c EMO1 N W M a� W J Z O a_ U U U) 0 ti O LU U) w V 2 O W 2 � a ti Op F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. V 1 U O Q cn J > w Q _J F- w co 1 LLJ � 0 1-I a 06 w 0 U) W �z O 0 o Z 2 0 O O 2 �O V/ JOB NO. 47036 SHEET NO. C1.0 L CD-1 PAVEMENT CUT COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT �- PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 0 F- SUBBASE o- o_ - o- o 44 E-SELECT MATERIAL TYPE I OR I #57 AGGREGATE, ■B AGGREGATE OR CRUSHED &RIF I ,1_^11I GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW FBI GEOTEXRLE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR F PAVEMENT SURFACE M BASE 0 0 0 0 0 0 0 0 0 0 � SUBBASE OR CEMENT STABLIZED SUBBASE _ _ _ _ F�LECT MATERIA- TYPE OR SUBGRADE 0 00-00 00"0§0§-00 (CEI.ENT OR LIME STABIUZED) iii GEOTE%TLE GLA S MEE.IETING* #e GRADATION Q CRUSHED ORALJIC.E CLASS MEETING %8 GRN)ARON REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRNN WILL NOT BE LOCATED AT THE POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LAW PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) MADE. CRUSHNG STRENGTH TYPE OF PPE )(W.T. 4" NOM. DIAMETER )(W.T. 8" NOM. DIAMETER SMOOTH WALL PVC .103 1 10.1531 SMOOTH WALL PE 1 1 70 PSI )00( 1 1 70 PSI )0(* 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED 50 AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTDNS,TRENCH IS TO BE UNDER ENTIRE PAVEMENT AEA WITH OUTLET PIPE ON LOW SIDE ONLY. B. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE NVERT ELEVATION OF RECEIVNG DRAINAGE DITCH OR STRUCTURE. M WALL THICKNESS (MIN) - INCHES 7. ILL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BE OF THE SAE CRUSHING STRENGTH AS THE OUTLET PIPE. NkN TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. �VmT STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE E ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 PIL aK -UNITS OF PAY FOR TOP OF EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS I TRAVEL LIVES CENTER LINE SECTION -1--4---------�-- - (WTH TYPE 1SELECT MATERIAL) ) I.B EDGE OF PAVEMENT TRENCH PLACEMENT sHouLOEN LIE YPICA Al TOE OF FLL F PAVEMENT SURFACE & BASE / 0 0 0 0 0 0 0 o SUBBASE LIMITS OF PAY FOR OUTLET PPE -o60-060.066.0.6-0-0.0.0- FSELECT MATERIAL TYPE IORI PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN 057 AGGREGATE, #B AGGREGATE OR CRUSHED „j I GLASS MEETING #B GRADATION REQUIREMENTS. DNjFE'11�'Q�'ll NON -PERFORATED OUTLET PIPE F OR SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTH )(W.T. " NOM. DIAMETER )(W,T. 8" NON. DVMIETER SMOOTH WALL PVC 1 .103 1 1 0.153 SMOOTH WALL PE 1 1 70 PSI INN)( 70 PSI )00( 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE SELECT MATERIAL TYPE 1 OR SUBGRADE )( WALL THICKNESS (MID - INCHES (CEMENT OR LIME STABILIZED) )()()( TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. 057 AGGREGATE, #B AGGREGATE OR CRUSHED GEOTEXRE LASS MEETING 05 GRADATION REQUIREMENTS. FA° GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUCHLY HAD TAPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGINAT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN.(3X DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AID GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UOERORAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" S� NO 2 B 16" Mf DEPTH) YPE I 4. ON SUPERELEVATED SECTIONS TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SYE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT S. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UNITS FOR OUTLET PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SIRE CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EN-12OR OTHER DRAINAGE STRUCTURE. GREFE ENCE RON STANDARD COMBINATION UNDERDRAIN REFERENVDO ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) 50REVISION OnrE SHEET I OF 1 1 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 CG-B NOTES( 1. THIS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. 00 NATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS ((LONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB i GUTTER. 4. FOR USE WITH STABLMZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER MULL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SEB/SE COURSES AND TO THE DEPTH OF THE PAVEMENT. B. ALLOWABLE CRITERIA, FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSFICATION AND DES N SPEED AS SHOWN IN A OF R THE ROAD DESIGN MANUAL INTHE APPE"DIX SECTION ON OS URBAN STADMES. • D , m • A� I D S C� C� G� � ---_----_-�- A BE CONCRETE OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION zov03 A 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 5 125 36 .875 12 12 C 6 15 48 1.25 16 16C 8 20 COLORS: LEGEND - WHI(E (RETROREFLECTNE) BACKGROUND - RED (RETROREFLECTNE) 1-1 MUTCD STOP SIGN DETAIL No Scale TOP OF CURB .4 j/\j/\j sae CONTINUE 21 B STONE BASE j FROM ADJACENT PAVEMENT SECTION UNDER CURB (FLUSH CURB (PARKING LO No Scale VDOT A-3 CONCRETE NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 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 2016 ROAD & BRIDGE STANDARDS NOTE: WHEN A PEDESTRIAN ACCESS ROUTE _ CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 27.. FOR A WIDTH OF 5 FEET. CG-11 I A� XXSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) y 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. / (SEE NOTE 1)- 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. (SIDEWALK (SEE - - - - NOTE 5) r OPTIONAL UNPAVED SPACE 3, MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE In FLOW LINES R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION -- --�� t----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION Q EXPANSION OMITTED IN THE ENTRANCE.) JOINT JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE; WIDTH "B" 2'-0" OR AS ROADWAY MAINLINEEXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL �c� SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY] WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8% MAX. GRADE CHANGE ® _ _ - D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ _ p (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ - - - - - - - - - - -NOTE 7) THE ENTRANCE. 8% MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE - 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A A OF THE VDOT ROAD MANUALINCLUDI GN IREMENTS. STOPPING SIGHT DISTANCE D KE VIALUE REO 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES �� •e. CLASS A3 ,p- ,o •e. •e, •n. (H.E.S.) e • , e • n. ' �• ' °' - - CONCRETE ` SECTION C-C ENTRANCE VOLUME GRADE CHANGE DESIRABLE MAXIMUM HIGH I MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD < 3 % 6 % LOW LESS THAN 500 VPD _<6X 1 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 5c2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 2016 ROAD & BRIDGE STANDARDS PRIVATE ROAD CROSS SECTION CG-6 C%L � 1.5" SM-9.5A 22' 2 5' (PAVEMENT WIDTH) f 3% 1 1 COMPACTED SUBGRADE 2" IM-19.OA 5, 6' 3" BM-25.OA SIDEWALK (PLANTING STRIP) 4T PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) PRIVATE ROAD CROSS SECTION No Scale ALLEY 1 (WHOLE LENGTH) ALLEY 3 (9+85.27 - 17+25 & 19+65 - 20+55.64) 0.5' C%L 1.5" SM-9.5A 0.5' CG-6 VARIES 20' MIN (PAVEMENT WIDTH) 2.5 t 2% TYPICAL (VARIES) SUBGRADE I „ NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale CG-2 2 IM-19.0A 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) ALLEY 3 (17+25 - 19+65) ALLEY 4 (WHOLE LENGTH) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) f2% TYP COMPACTED SUBGRADE \_2" IM-19.OA 3" BM-25.OA r- PRIVATE & EMERGENCY ACCESS EASEMENTS�i NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) ALLEY CROSS SECTION No Scale CG-2 005' CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) ALLEY 2 (WHOLE LENGTH) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) COMPACTED SUBGRADE NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale 2" IM-19.OA 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) ,L _ `/irryan D. Cichocki Z lac. No. 53741 N7 6 0�0 (PLANTING STRIP) u aGti� 91 3& CG-2 0 Eo 1' ON U N Vi N C 5' > E SIDEWALK a E Lu Q UM o 3 p LL w O `6,^-I AR V CD Z LU _j 1y O Ce rn C7(A N� D EL IIIII 3 x U) LU 0 o.0 JLL h U-)i C " �UD Z O 2 LU =U MT i ON U) > i 0 N U w M � _ 00 �H ZI 0 U vi w a o �tu O CL F N \ LU > UJLU o 0 CG-2 (HEIGHT VARIES SEE _ ¢ _, L? ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) z0 CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) V] DATE 00 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. L JOB NO. 47036 SHEET NO. C1.1 OF IS-1 WP-2 TH CONCRETE BUMPER BLOCK %'� SHARE TO ELEVATION �� ADJACENT TRAVEL CARE ASPHALT PAVEMENT WIDENING 2"` !/ L �� IZ L�1RGESTP" IPE.OF (AS DETERMINED IN FIELD) O )rryan D. Cichocki ANCHOR WITH 5/8" REBAR �/� / I I-y IMBEDDED 24" IN GROUND '. SHAPE TO I 1,ic. No. 53741 HANDICAP SIGN LOCATION (VAN) ,;.- CONTOUR OF PIPE I TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ---------------/�(p/'� HANDICAP SIGN FACE OF , • I "F'p �sv� LOCATION (Tl P.) CURB l' '. I EXISTING SUBBASE PROPOSED SUBBASES\� SIONAL - - - - - - - - - -------------- COMPACTED SUBGRADE 3& /�!-(�_ 'I EOP •• CONSTRUCTION JOINT DETAIL PAINTED SLOPE TO DRAIN TO INVERT OF OUTLET PIPE ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS m E O UU o 18' 18' 2 M SECTION A -A ® PROPOSED MINIMUM 1% INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) CO PER 4" z MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) N C Q O VDOT �4" SPEC. PAINTED TRANSITION BETWEEN PIPE DIACTERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF > E E STRIPE PIPES ARE ENCOUNTERED. 9 NOTES: 0 W (TYPICAL) 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. N 3 z+ 8' 1 5' 1 8' 8' 8' �� 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. Q UM t 0 U. O .,III TYPICAL VAN T 111 \\ NOTES: TIS SHAPING OF MANHOLE ND INLET INVERTS IN TURFS SCE WITH �� THIS DRAWNG IS TO APPLY TO THOSE STRUCTURES SLOPE TO DRAIN 3. A MINIMUM OF THREE CORES SHALL BE TAKEN PLONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. W Ey L M Q V 00 Z ACCESSIBLE ACCESSIBLE ON PLANS OR WHERE INVERT OF PIPE IS ABOVE NVERT OF INVERT OF TO INVERT OF STRUCTURE. OUTLET PIPE INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE 4. THE ADJACENT TRAVEL LANE SHALL MILLED MINIMUM DEPTH OF 1TH J IZ J - N ILL O HANDICAP SPACES REGULAR SPACE t MANHOLE DROP INLET IS TO BE FORMED CONSTRUCTED PROPOSED PAVEMENT WIDENING SURFACE COURSE, TH , UNLESS WAIVED BY E ENGINEER. > N P' A OR N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. n THE INVERT SHARING DETAILED HEREON IS TO CONSIST OF A O / 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. LL TA N U, W d CONCRETE MAY BE OR CLAPORSSA'C1 EXCEPIT THA 2SXMIN O COARSE CONFORMING AGGREGATECLASS UP TO 4'i IN DIAMETER AND CONSIST OF STONE.BROKEN BRICK. *�' I-V' S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. ]. FINAL TRANSVERBE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS Z f w f"1 f �j X L-U BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. Tiff SURFACE SHALL BE LEFT SMOOTH BY NEARS OF HAND TROWELLING. NONE I I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(") OF THE SPECIFICATIONS. V) J Q <L (n 0 • , e V) DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - .' • PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - tic 7 Ln S C N Z Z INDIVIDUALLY TO BEST FITTHE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIES. SECTION B-B U j VJ F Q O I --I LLl PLAN = rn U OV METHOD OF TREATMENT IN MANHOLES LU [1 00 J VDQT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE VC)QT ASPHALT PAVEMENT WIDENING SPECIFICATION REFER ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS ROAD AND BRIDGE STANDARDS FOR WIDENING SUBJECT TO TRAFFIC =` H j SHEET 1 OF 1 REVISION DATE SIEET 1 OF 1 REVISION DATE TYPICAL PARKING SPACE DETAILS 302 315 O 303.02 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION U W NO Scale 2016 ROAD &BRIDGE STANDARDS a FRAME & COVER =O g W PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE SEE FIG. S-I-D, E � SIGN WITH PART V, SECTION G OF THESE SPECIFICATIONS. _KK PLACE 5' GALVANIZED " WITNESS " POST WITH FRAME &COVER STREET SURFACE OR STD. U POST CAPPED ENDS PAINTED BLUE IN REMOTE AREAS NON -PAVED AREA O GALVANIZED AS DIRECTED. MARKER LOCATION MAY BE SUBJECT (SEE FIG. S-I-D,E) F TO HIGHWAY DEPARTMENT APPROVAL. SLOPED AREA STREET SURFACE OR ,,,ry SET DOGHOUSE BASE EXISTING SANITARY po� NON -PAVED AREA 2'-0" RUBBER COATED STEEL STEPS 1'-0" MAX CAST IN PLACE > Lu LUo FINISHED GRADE ON CONCRETE BLOCKS .SEWER PIPEJ�oo AREA = ry•.SLOPED OPENING SHALL MIN. 12" CLEARANCE PRECAST REINFORCED CONCRETE apDOGHOUSE BE PREFORMED BY MANUFACNRER OR "r %:,.. BETWEEN EXISTING PIPE AND STONE BEDDING 1'-0" MAXI A �� SECTIONS WITH "0" RING SEALS DATE SAW CUT TO FIT PIPE '•'+ • : - � OR APPROVED EQUAL o OUTSIDE DIAMATER'•". ! .a:A 2'-0" > POST TO BE I ADJUSTABLE TRAFFIC RATED I PLUS 6"". :a•. 3'-0" MIN o 111812021 DRIVEN 11 VALVE BOX W/ LID 12" THICK VDOT I THE DROP CONNECTION SHALL BE O DRAWN BY u No. 68 STONE BEDDING RUBBER COATED STEEL p e DUCTILE IRON PIPE (CLASS 50) } BNEIN16" AND 4'xB"x16" ` STEPS CAST IN PLACE 3'-0" MIN 5" BACKFILLED IN 6" LAYERS AND SOLID CONCRETE BLOCKS CENTER w COMPACTED BY HAND TAMPERS OR C. GAYNER z N WALL (4 EAACH)CH) DOGHOUSE MANHOLE BASE PRECAST REINFORCED 1 BACKFILLED WITH SELF -COMPACTING �: :�: CONCRETE SECTIONS 12 MIN �A "0" 16" MAX STONE. � O DESIGNED BY .�. ::: I1:111111111,111111IIIIIIIIIIIIII I11111111111111111111111111111111IIIII I11:IIIII:1111111:1I11111111II II IIIIIIIIII RING SEALS 16" MAX 5'° • FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE MINIMUM ELEVATION 0 MINIMUM ELEVATION DIFFERENCE • C. GAYNER BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE DIFFERENCE ACROSS M.H. 5" � 4"-0" 12"MIN 12"MIN ,� ACROSS M.H. FROM INLET TO ON FIGURE S-1-A OR NON -SHRINKING GROUT FROM INLET TO OUTLET VARIEE OUTLET SHALL BE 0.20 FEET • CHECKED BY M.J. GATE VALVE SHALL BE 0.20 FEET. CONCRETE VARIES '° 5' A FILLETED INVERT FOR A SMOOTH B. CICHOCKI -- -- ALLOW CONCRETE WRAP EXISTING PIPE WITH DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF 0 s " TRANSITION OF FLOW BETWEEN p p. INLET & OULET PIPE SHALL BE A .° a �? PROVIDED. : • SIGN AND POST DETAIL SCALE TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-O" BEYOND BASE CONTRIBUTING T -- "--' - ' 12" 4l. 0 '°.. s p p . F ' Fi' " "' � • N.A. NO Scale BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- SEWER. a .. , , . • .'•a 12" ' .• CORROSIVE STRAPS, 1 ON A FILLETED INVERT OR A SM00 A 3/4 DIA OF LARGEST WATER LINE EACH SIDE OF OPENING TRANSITION OF FLOW BETWEEN PIPE IN MANHOLE • P P VA. SIGN FOR THE DISABLED ON 0.80 GAUGE INLET & OUTLET PIPE SHALL BE MIN. 6" BEDDING WITH N0. 68 STONE ALUMINUM. COLORS: GREEN BORDER & I b P 12" MIN. CAST -IN PLACE PROVIDED. MIN. 6" BEDDING LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 2500 P.S.I. SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. SPACES SHALL BE IDENTIFIED BY ABOVE CONCRETE '.8 • Q 2'x 2' BEARING AREA. THRUST BLOCK G II,IIII(IIII"IIIII'I1111111111111111"IIIIIIIIIIIIIIII, I111111111:11111111111IIIIIIIIIIIIIIIIIIIIIIII:lllli1111II I NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. Mom/ PENALTY PENALTY GRADE SIGNS AS RESERVED FOR PHYSICALLY a. � � , 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW EXTENDED OR NON -EXTENDED BASES. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 3. INSIDE AND OUT. W IM _ _ DISABLED PERSONS. PROVIDE ONE (1) R-7-8 e 4 , d FLOW TO THE EXISTING PIPE. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE lil SIGN AT EACH PARKING SPACE INDICATED ON TOW AWAY ZONE 1DWAWAYZQIE o 4 . 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. INSIDE AND OUT. DESIGN ON SEWERS WITH STEEP SLOPES. O - - SITE PLAN. SIGN SHALL BE ALUMINUM a 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6 TYPICAL MANHOLE SECTION �--I (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL.SIGN OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN SHOWING BRANCH TIE-IN 6'ABOVE SHALL BE PLACED ON STEEL POST1-1/2"0 GO NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE WITH DROP CONNECTION � FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. TYPICAL MANHOLE BASE N.T.S V T, GRADE TYPICAL GATE VALVE SHOWING "DOGHOUSE" INSTALLATION FIG. S-I-A NTS 0 U1 M-25 ADA PARKING SIGNS NTS FIG. W-5 N.T.S FIG. S-1-Al FIG. S-I-C No Scale VARIES FINISHED GRADE U VALVE BOX 4'" DIAMETER BRANCH O AND VALVE M.J. PLUG COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1/2" AIR RELEASE VALVE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL Q J M > ML W J Q VARIES 36 MIN LARGER THAN 5 IN ANY Q 4.. DIMENSION 2: LL.I ' WATER BRONZE GATE BRASS OR BRONZE PIPE VALVE 24 MI INTAL KFILL* Lu CO Q B"MIN (6" LIFTS) 1� < 06 WATER MAIN RESTRAINED JOINT FITTINGS CAST IRON LID DRAIN TO GRADE EMBEDMENT * THOROUGHLY COMPACTED BY HAND OR APPROVED LL w (n w 18" METER BOX IF POSSIBLE SPRING LINE MECHANICAL TAMPER OF PIPE O � ON-LINE I. HAUNCHING N0. 68 STONE - - � z O (TYPE "B") BEDDING max Q ° Z - BRICK SUPPORTS OR 4" min I o SOLID CEMENT BLOCKS FOUNDATION SHALL BE a I/u REQUIRED WHEN SOIL a o�ry 'ti CRUSHED STONE CONDITIONS ARE UNSTABLE VARIES THREADED COUPLING PVC :> If, / a 1 ti SOFT ALL PIPE) Q BRASS NIPPLE AND PVC SLEEVE L1 COPPER" o CAPxj LUBRICATE ALL THREADS 180 0 THRUST BLOCK 1O METER BOX (SEE FIG. W-7) A : ;,; ,."' 6" EXTENSION CORPORATION STOP O VALVE �- NO. 57 STONE v 6" NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE PIPE SLOT BACKFILLED ENTIRELY WITH NO. 21A STONE. M.J. FITTING 2" PIPE SLOPED (2 PLACES) 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED TO DRAIN IF AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 - GRADE ALLOWS NOTES: STONE SHALL BE PROVIDED' 4 VARIES VARIES 2" BRASS PIPE 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, BEDDING OF NO. 68 STONE ' WATER MAIN AND VALVE 2" THREADED TAP NOTES: SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER O ARE SAME SIZE PLUG (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. , v J 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN DEAD END ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT (TYPE "A") THE MANHOLE CONE. TYPICAL SEWER PIPE JOB NO. TYPICAL METER BOXES TYPICAL BLOW -OFF ASSEMBLY (5/8"-l" METERS) INSTALLATION IN TRENCH 47036 AIR RELEASE VALVE (ARV) SHEET NO. C1.2 NTS FIG. W-8 NTS NTS NTS FIG. W-7 FIG. W-9 FIG. S-3 L Y y O ® 44' MIN. W MIN. f 17.5 B• MIN..4 . a: i. 'A 18 MIN. --17.5'� w • 37" MIN. xtwaTur =10ND As�7ABly 12" MIN. LT BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER) NTS FIG. W-7B -41,...VARIES LVE BOX4" DIAMETER BRAAND VALVE M.J. PLUG WATER MAINOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPUNG PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK 0 METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B AIR RELEASE VAD BRASS OR BRONZE PIPE SOLIID CEMENT BLOCKS ■ COPPER" SOFT STOP GRADE GATE STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WAT RLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 VARIES BOX TO METER BOX (SEE FIG. W-6A THRU W--7E). VARIES \ 2- COPPER WATER MAI M.J. FITTING \\\\ 4" DIP �/ 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. " SERVICE LINE TO CONNECT AT MAIN WITH X"x4"TEE. " REFER TO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFERTOFIG.W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE2500P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 i COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TDTD13 METER SIZE DIMENSI N A DIMENSION B DIMENSION C 3'1' 5.0' 3'8' 2' 3'1' S'0' 3' 5' DI. 4- 5' MIN. 12, MIN, GREATER THAN 4' PRtH'DSALS WILL HE SUBMITTED, B DOOR HINGES r----- - - - - -----� I I I I I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T.S. FIG, W-7A rD-14 SIDE VIEW 75- DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 1LUMINUM ACCESS HATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- WLLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270) 18'-22" ALVE SO 7 CU. FT. #68 STONE 42"MIN •; VGATE • -M VALVE . i. 1' J TEE 6" .ti P.S.I. CONCRETE BASE AND THRUST BLOC ; S•'. ,: y: 11'y'� M,'i; BLOCK AGAINST ' UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 z v a TD-8 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID u u T-i 1 � M.J. GATE VALVE WATER LINE In 4 ' I L _ I _ 2500 P.S.I. CONCRETE n 2'x 2' BEARING AREA. THRUST BLOCK d 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE V CMPREMEON • 3/4' MAZE POPE OR APPROVED EQUAL NOIM NO SWEATED RTMGS DUAL SERVICE I- Inc nr SOFr COPPER SINGLE SERVICE OM SMALL HE USED ON PVC PPE. NTS FIG. W-5 TD-9 FOR USE ON ATTACHED SIMMS FAMILY REM ENIIM SERVICES OR DUAL RESIDENTIAL AND IRMGA710N SERVICES. 0�_ 2' 1" COMPRESSION a 3/4' MALE PRE COUPLING OR APPROVED EQUAL 0 MR USE ON DETAOED SINGLE FAMILY RESIDENT" SEAMCE WHERE AN IRRIOAMON METER IS NOT PROMOEX C B IBM UD FINIM GRADE W MN. COPPDRSEfIER 1/8 BEND COUP TUG-\ as ME" CORPORATION STOP I BRICK AS NFDESSARY �MST UNDER!� 'vr- xa ilc 4' DIMEIER DRAW PPE 12" 7 AND = ( IN M MINIMUM THICKNESS) !T� �".^t, r� Yr� LORD +rY S.A TT, N0. CKU. MT TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A ID-10 - FOR BENDS B" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. i 6" 1 ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND SIZE A B C D E F 1'- 2'-W 1 1/4' B" Z-J 3'-0 2'-e V-S 2'-S' 1 Ile IT 1/4' 10' 2'- 3'- Y-8' 2'-O N-0 2' lY 3'- V-3" S-8' Y 18' Y-B N-e' S-3' 7-0' V-e' 2 1/Y 4' - 8 2'-5 Y-0 X-e' L-.1 2'-8' 1 I r 8' Y- 4--Y 2'-6 2'-S" 3'-3^ 2' 22 1/2' 10• 3-Y 5'-D 3'-O 2'- X-B 2• 12' V-S' w-3 ' - - K- 2' 18' 5'-D i-e T-3 4'-0 V- 2 1/2" 4' - 8 N- W-O Y-D^ V- 3'- 2 1/4' W Y-S 8'-8 3'-0' 3'-e" 3'-W' 2 1 4' 46• 10' 4'-e 7'-e 3'-0' T_3' 5'- 2 1 4' 12• s'-3 W-D 3'-3. 5'-95'-e^ 2 1/Y 3" THREAD 1 NOMIN-" AL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B ' --"'-" ""' CONCRETE CLASS tY B'-8 t1'-0 S-B" e'-D 7'-3' z 1 Y 12' BENDS & LARGER C� CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE: STANDARD 90• HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 Top View A 6" MINIMUM 4' MINIMUM m e 4" MINIMUM d 4. \4 o. NOTE: RESTRAINED JOINT FITTINGS Side View FGi 2" Minimum .d . ., _E°IIp9Q W114A, alvnized Steel Beam, II a V612 x 14 (min. size) .4 3' min. penetration into undisturbed soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 ASRA A36 AND HEX NUT ASIM A588 OYP) UNDISTURBED EARTH UNDISTURBED 2 - .3 DIA SOIL (TYP) ALL-THd ..A. ): �•A: WATER MAIN VALVE w 3 24"MIN UNDISTURBED EWTH PIAB e •d� CLASS A-3 CONCRETE M11 .'O MIN ,.: EGA -LUG .2v'T Rim 18 :x.•s. MIN ,e' ELEYADON UNDISTURBED EA DA' MIN WIDTH MIN I is- 1-9 SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES Mrs Fig. W-30 M-6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY^ VARIES 5' 111 1 1 1 5' 1 1 F V WATER SEWER 3 p o p rc £ LOCATION OF EITHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - BD' MINIMUM WATER &SEWER 30' MINIMUM M SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90- TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL "gp"M1M INITIAL BACKFILLT11V _. * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE - FOUNDATION IN POOR SOIL UNDER -CUT CONDI1ION a I INITIAL BACKFILL a I UNSTABLE 6" W 6' e' SOIL I MIN. MIN MIN " #68 STONE 4`--• GRANULAR FILL AS •. '' • !:+t-3�'<< • APPROVED BY ACSA \ ST CK' z STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. FEE CU.YD• BEND L H T L H T 90 2.50 250 3.01 0.24 4• & 6• 45 2.00 2.25 2.60 0.15 20D 2.25 2.5D 0.15 221/2 1.50 200 2.52 0.10 11 1/4 1.50 200 2.50 0.10 90 3.86 3.16 3.21 0.48 46 266 2.66 2.77 0.26 8" 221/2 1.66 Z15 2.69 0.13 3.16 2.91 2.68 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 1Y 45 3.33 3.58 2.95 0.43 3.83 4.00 2B3 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 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 TD-3 1#rryaD D. Cichocki �z lac. No. 53741 a� (/1o3Cn M E 0 O o N N N > E w a E Q LL o 3 LL w 0 tp ti Q j U m z w j - Lri O F-1 d W O N v z 1- y ck� H U X < W 6N uJ o Q D zr O ti n= C N z Z = V > O U.1 c Rn n 00 N > Q N M Lu U W J � H � O W u a o a� Q O 0 o � � F_ N = Q N U Q O V j:: � z O u DATE > 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. � �JJ l� 06 l� 0 T\ V , U O> J_ W J lY a W J� Lu 0��(( TI Q W w� O W LL L / - O ` u Z 0 0 O O T� i 0 V / IOB NO. 47036 SHEET NO. C1.3 L OF SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLEAND ^1�111 rJSa�i NO INVERT ELEVATION RTHE SERVICE E RAL IS THE TOP (CROWN) OF THSERVICE INDICATED . NOTE, MIN. 60' DIAMETER MANHOLE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE REQUIRED /�jL �H' TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 1SC➢8D D. C1CI)oCIII TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL m . DROP MANHOLE PVC CROSS FA ? lie. No. 53741 BE CONNECTED USING A PIPE SADDLE. 2. USE APPROVED FLEXIBLE RUBBER a BOOT. „d �p� 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q PER FOOT (L� (1/4" ) y+ 3000 PSI CONC. BASE SIONAL F ROADWAY IR 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2'_ MIN s 4' DIAMETER OF 4". STOP COUPLING STOP COL) BENCH SLOPED TO FLOW �I%S(p S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER � 27' CHANNEL 1/4" 1' MIN OF 3 FEET. DROP PIPE PIPE STRAPS �;. f- SALT TREATED ° ,? (STAINLESS STEEL) k-: p SPACED EVERY .•-' 2' VERTICALLY �< _ ,� - 1 " A+1 E O c FINISHED GROUND MARKER < a 90' RESTRAINED BEND �'•�a�` '•'.","'" ��"` 1 BRANCH a = PAVEMENT In INFLUENT 12„ ~- -" 1 1 > E 0 ., °. ." • PIPE // - S ° MAIN ` cJ y, 3 42' MIN. I 4e• 4.s•••" .s. °.. BLYIER PIPE - 1t 4 ` 2„ Q� 3 W 0 COATED STEEL BAND OR STAINLESS 0,25' MIN. THICKNESS STEEL CASING 6NSULATORs PLAN 'a w� O L 42' MIN. STEEL CASING I 112" aDSFILL W Q�Um z ten` BOTH PLUG END OF PROFILE n wJy-n af O d I SECTION SERVICE LATERAL MAIN LINE445 MIN. 6' BEDDING WITH NO. 68 STONE W .~a. 1.HEIGHTOFTHEVERTICALDROPPIPEWILLBEDETERMINEDBYTHEACSA,BUTSHALLNOTBELESSTHANTWO FLEXIBLE CONNECTION N��' 2'-D'� 7' OR 8' 7' OR B' 2'-0', 2'-0 (z] FEEr. WITH STAINLESS STEEL ALL CONNECTIONS TO - p cn x a _j a u Lu r T T 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL UCTILE IRON PIPE I 18' DR 20' JOINT OF D.I. I THE DROP FITTING WITH STANDARD GASKETIOMT. BE CORED AND A FLEXIBLE " U) = c N z Z (RESTRAINED JOINTS) 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS S14ALL BE MADE OF CONNECTION BOOT _ ¢ O LIJ STAINLESSSTEEL. INSTALLED O rn Lf) NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF N iLL Q PAVEMENT. WHICHEVER IS GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT U 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. IN LINE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT. PLAN S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. o WATER VARIES0. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - I N TYPICAL STEEL SLEEVE INSTALLATION TWO8" DIAMETER DROP CONNECTIONS. W UNDER ROADWAYS Ln SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS o uj N.T.S N.T.S. N.T.S. FIG. W-10 FIG. S-I-B (D O Q FIG. S-2 FIG. S-1-C2 Q_ OL TD-33 TD-30 TD-27 = H 0 w ti ti NO w ) Q TV = Q N U V " FRAME & COVER �E O DATE r E ;A FRAME & COVER (SEE FIG. S-I-D,E) V) REMAINING BACKFlLL SHALL y#� > E 6 �E B g ^� SEE FIG. S-I-D, E STREET SURFACE OR STREET SURFACE OR j O 1/18/2021 NOT CONTAIN ROCK MATERIAL g _SI g NON -PAVED AREA NON -PAVED AREA } 36"MIN LARGER THAN 5" IN ANY �a SLOPED AREA SLOPED AREA DRAWN BY DIMENSION EB vo m u ,'' "• ' 24'MI .. l'-D" 2_0"RUBBERCAST PORTED STEEL STEPS C. GAYNER IN11AL BACKFlLL* 1 MAX e ;•' 1'-0" MAX 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED BY HAND OR APPROVED SPRING LINE MECHANICAL TAMPER OF PIPE O _ _ z -L E gx E $ E o $ E� F S N w � PRECAST REINFORCED CONCRETE SECTIONS WITH 00" RING SEALS e OR APPROVED EQUAL 2-O" • DESIGNED BY C. GAYNER HAUNCHING w 6L° Ep m RUBBER COATED STEEL 3'-0" MIN CHECKED BY NO. 68 STONE - - �s Vb o o o 3'-0" MIN THE DROP CONNECTION SHALL BE STEPS CAST IN PLACE •• BEDDING 6" max 4" min s.. 41 'v°• g E 6 -69 �$ DUCTILE IRON PIPE ((CLASS 50)) e � 5" BACKFlLLED IN 6" LAYERS ANO PRECAST REINFORCED • FOUNDATION (SHALL BE REQUIRED E E E COMPACTED BY HAND TAMPERS OR 12 MIN BACKFlLLED NTH SELF -COMPACTING CONCRETE SECTIONS 12 MIN 0" RING SEALS 16" MAX B. CICHOCKI E WHEN SOIL E E 18" MAX STONE. MINIMUM ELEVATION • CONDITIONS ARE UNSTABLE € c)0 i, ALL PIPE) 5" DIFFERENCE ACROSS M.H. 5" 4'-0" kE he MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN FROM INLET TO OUTLET �p� �� ,• ACROSS M.H. FROM INLET TO VARIE SHALL BE 0.20 FEET. OUTLET SHALL BE 0.20 FEET CONCRETE VARIES A FILLETED INVERT FOR A SMOOTH DEPTH OF FLOW FILLETS CHANNEL TO BE • Q N . TRANSITION OF FLOW BETWEEN 3/4 DIAMETER OF� NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O INLET & OULET PIPE SHALL BE • f 4 pflomoED. t2 �, d: ;. ::.'.:a CONTRIBUTING SEWER. TT 4 °• 12" TI BACKFlLLED ENTIRELY WITH NO. 21A FT A FILLETED INVERT FOR A SMOG •�e J STONE. 3/4 1-1 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED z DIA of LARGEST PIPE IN MANHOLE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 49 A.-. A", "., F E. E E g E o MIN. 6" BEDDING N1TH N0. 68 STONE PROVIDED. 6" BEDDING MIN 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" �6 A� 'sP NOTES: NOTE : W/ NO. 88 STONE 06 BEDDING OF N0. 68 STONE A� 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE O OI t SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 3. ALL JOINTS, LIFT HOLES• INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. O 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED DESIGN ON SEWERS WITH STEEP SLOPES' INSIDE AND OUT. TYPICAL SEWER PIPE TYPICAL MANHOLE SECTION � INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TIE-IN TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH N.T.S , ^ NTS FIG S-I-D N.T.S FIG. S-3 TD-31 NTS FIG. S-I-A FIG. S-I-C � TD-34 ( , TD-25 TD_Y6 � V O vJ PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE Q WITH PART V, SECTION G OF THESE SPECIFICATIONS, i J W J� SLOPED AREA RUBBER COALED STEEL STEPS ': •. W CAST IN PLACE FRAME & COVER �' • 4 ' Q (4) 1• eK Ixlm 1 1n• ox 32 P pwm.6 w 27 7/2' DW 0 °°LT [BB9mm] [3emml T 7[ 1/4• oe SEE FIG. S-I-D, E��: PRECAST REINFORCED CONCRETE ' SET DOGHOUSE BASE•+,;,; •" EXISTING SANITARY ON CONCRETE BLOCKS , %. SEWER PIPE ' L1J LO Q I� [ea)mm] -� C17emm] I SECTIONS WITH O" RING SEALS OR APPROVED EQUAL 2'-0" 1'-0" MAX ,x - DOGHOUSE OPENING SHALL A' " BE PREFORMED BY . , MIN. 12" CLEARANCE MANUFACTURER OR - 'r ' BETWEEN EXISTING PIPE •• AND STONE BEDDING SAW CUT TO FIT PIPE Q (L O 06 U) > DIAMATER PLUS 6". U) Lu w �_ 2e 7/,6. ON� 6/e" C722.m7 Item.] A FITTING MAY BE REQUIRED y" WITH ACSA APPROVAL .� 12' THICK VDOT z Ul O 0 se• 2e• 0 [914mm] [6BOmm No. 68 STONE BEDDING 7 7/2' FRAMESEC710N 7 13/tg [3Bmm] a B"xB"x16" AND 4"z8"x16' � SOLID CONCRETE BLOCKS O Q (U z L20.m] mmelmup ictme �� B1s10 THE DROP CONNECTION SHALL BE 3'-0" MIN a DUCTILE IRON PIPE. (CLASS 500 CENTER W/RISER WALL (4 EACH) - DOGHOUSE MANHOLE BASE T li I BACKFlLLED IN 8" YERS AN [>sm.d NI A 3t/e" 1/2' I P' qY L79.m] (13mm]"1 3 13/15" a 22 13/16• COMPACTED BY HAND TAMPERS OR 5" BACKFlLLED WITH SELF -COMPACTING STONE. , ii,iiii,ii, „ii, „..... „ , „ ,ii,iu,iiii,,ii,nii,ii,ii,nini..... i,ii, MANHOLE ABOVE FILL DOGHOUSE OPENING 2 1/6' (�7'm] BASE SHALL AROUND EXISTING PIPE I54mm (97mm] 1 3/e' 8325 a t7 16' 135MMI 9/16' 0.0. OF 61O GROOVE ON, Ems (17, [74mm] SECTION VIEW 1/4" (G..) DIA 16 MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO 5" e e OUTLET SHALL BE 0.20 FEET BE CONSTRUCTED AS SHOWN ON FIGURE S-1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT Q � r NEOPRENE GASKET 12'MIN 12"MIN A FILLETED INVERT FOR A SMOOTH (2) W 1/1e x a/e x 1 1/2 $ FL (0 mf® 1800, t s e• m1BBD1 P1RTF 00B81096 E W rc.mwe [emm / La) eLr fW11 s/a-,1M 1/x s5 VARIE TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE ALLOW CONCRETE WRAP EXISTING PIPE WITH O II 2400 -11-- (41mm wm/ Dwetzso ( 1/2' 5/8 ID 1M W � 1 1/9' DIA. STANLE59 STEEL RpD ..• PROVIDED. " �� TO FLOW A MIN. l'-0' BEYOND BASE NEOPRENE GASKET MATERIAL O P VIEW (2Bmm) OIA B� 113M 'e3 P�jRA/�Iewama � � FITTING DIMENSION VARIES WITH SLOPE. OF STRUCTURE BEFORE FILLING THE OPENING PIGf®AR a IACKLUG HOLE DETAIL NOTES NOTES. Nur 08 s/e-n m xnAt PAR/ 0098f484 , •� ' ' 12" ., ; h: i' ;. ..' :.' p ;.. NEOPRENE SECURED BY 2 NON - STRAPS, 1 ON EACH SIDE OF OPENING t. ALL NNMNOIS4 MD9N YEAR FIAOD0VMR Oft LOCATE➢ W AREAS SUB.ECT TO FLOODING SHNL HAVE WATFA7IGXT FRAME A COMER 2 ALIEANADYE 0®GN FOR WATER11S11T CDVEItS t211 BE CDMNDEROt. C?) NUT X%,NN S/9-11 2N RT S CO9ER5 SRNL BE FDIEp TO FRMffS M1H LOCNNO WGS OR SWUM ASSEMBLY. PAS+ =01P4B 3/4 DIA OF LARGEST TYPICAL WATERTIGHT 183SR `°`` 1s PIPE IN MANHOLE 72" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE ASSEMBLY MANHOLE FRAME &COVER LOCK LUG ASSEMBLY MIN. 6" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW N.T.S FIGS-I-E NOTES: 1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE .111.11 ii.iiui.na.iiu. n.nu. n,nn.. ..nnn n i i.ini. 11. n. 11 n 1. n..I nn.inninin iu.inini, I NOTES: 1 TO-32 SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING O 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED PIPE. INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" ' ^ OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN - ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE LOB NO. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47036 NTS N.T.S FIG. S-1-CI FIG. S-1-Al SHEET NO. C l A TD-29 TD_28 L 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 44t1 453.0 452.3 STATIC 66.9 66.2 65.4 66.7 76.3 78.7 82.2 86.5 87.7 89.3 91.0 87.8 86.1 80.6 78.5 81.2 83.0 62.0 66.4 65.9 72.9 79.2 84.2 86.7 91:0 87.5 82.3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76.1 78.4 81.9 86.2 87.4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82.7 61.9 66.3 65.8 72.7 79.0 84.0 86A 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MDD) 66.6 65.9 65.0 66.3 75.7 78,0 81.4 85.7 86.9 88.4 90.1 86.9 85.2 79.7 77.6 80.3 82.2 61.7 66.0 65.5 72.4 78.5 83.4 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND (PHD) 66.3 65.4 64.5 65.7 74.9 77.1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61.4 65.6 65.0 71.6 7Z6 82.4 84.8 89.0 85.5 80.3 80.6 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H4 H-5 H-6 I H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 500.0 1 489.8 490.9 474.7 460.2 448.5 1 442.8 433.0 441.1 453.0 452.3 AVAILABLE FIRE FLOW' 2,000 1 2,000 2,000 1 2,000 2,000 1,850 1 1,731 1,677 1,661 1,639 1 1.666 9� O,p Off, n o� BRUCE F. S'IRICOM IR z Uc. No. 05 6612 _�__oZ � T �o fupo�20 Gu SIONAL 73 - - - - - - - - - N vi 1 i J-1 �� ✓ > E r a; E 1 r r aU w3 ® r < 0 3 QC U az` �o J (� 1 �qoui; o LJ j�r cHBURG Li W m LyN ®i~ 1 r' N 3 c x u c v LL o vIII-, cn AVAILABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO ATASYSTEM MINIMUM RESIDUAL .-�� o a = c ti1n ti� PRESSURE LIMIT OF 20 PSI. FLOW WAS LIMITED TO 2,000 GPM. �� ` ` I 1 = U > ° o w w w w I ISO NEEDED FIRE FLOW 8-UNIT TOWNHOUSE - KENRIDGE MODEL 2,500 GPM 8-UNIT TOWNHOUSE - ASHTON 3,250 GPM APARTMENT BUILDING 1.750 GPM \ \ \ 1 I I ~ NLn G S G S Volvo :> �m Ln OOO }O Mw ui xexexCc >✓ Pieuuuu \ ' � BLOCK 1� \ 0000 wwww 1 / BLOCK 11 _ gLUyq Y qry o // BLOCK 9 t > W o 0 0 0 BLOCK 2 / ■ H a o n N N / Y z woos' I® r I o I h GV 0DATE cL. `7 f� 10130119 - 1 ® ^ I ® �a l� /(%�( II Y DRAWN BY H-5 J-6 H4 P-T' ! f 9 �� ® 7 j' .BLOCK 1Q J-5 � S. HARVEY P-9, �' a J DESIGNED 8Y S. HARVEY A�� ` I l� I I ` \ J 1 \ r^ I + 1 ` f�; • CHECKED BY rP�r IJ �`� C' 6 4 �\ 1 , ` \\' 3. --®� r^ram ®I _• B.STRICKLAND C a 1 1 (`�'V� ti I 4- r-- - l I r' . • SCALE LIT LANE 1 1 ri I BITTERN /> J ' \ I 1 \ N.T.S. BLOCK 8 j >vo /� n ® \�1 r ` - ®°� p o �� \ CL%/r�� U �o '\�o `_'� I I� W \ / f\ z a J v • J UIP%� 1 �s V I III I v p-rONWYVEAN FUTURE-1 J J RESIDENTIAL / \ \\ I I I 1/ W a Q 01< .\\�\J v UNITS / / \ \\ I �2: > z LU ca </ Ji U7 2_ pi BLOCK1v 1' ��s.� �� 1 / 64 \ I� W LL Q 0 ° ! BLOCK 3 J 11 A� P-27 �` J-17 I 11 V - 1® �/ ®`'/ /'� ® Z jlj Li > #01l \s W z i 0004000 H-a BLOCK 15 / l `� /� \ \ °Lu _ -O BLOCK 6 BLOCK 4j J ,s ;,� e' 'L ;C J ® ®ji� / / l 0' \0. BLOCK 7 /Y-AIL 4i 0 PIPE LEGEND - / / ® / ®/ \° JOB NO. NEW PIPE 40919 - - - EXISTING PIPE SHEET NO. PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. /1 ryan D. Cichoeld lac. No. 53741 H ai� '/116&PI i V1o3& M E 0 0 0 N vi N > E W E Q LL y0 3 LL - � O L M Q j U m z w H -Li O v H x U K K N W Lu U) C N z Z xv >vO In $N > p N M L U W J O w a O ti O 0 _ C)0 F_ V U O N a j::� Z O u DATE 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE • N.A. Ti • Ti 06 \ O Ti O / Q L lY 0 Q w m a O rl J LL O LL Qo L� U I� 0 O O T� i O JOB NO. 47036 SHEET NO. C1.5 L TH of � l r ` rrryan D. Cichocki Z lac. No. 53741 12 12 PRE-ENGINEERED WOOD �'� o� T� �T ROOF TRUSSES BY MEAN ROOF HEIGHT MANUFACT RER ® 24" O.C. 'S Gti� SIONAL INSULATION SEE SPECS o E -0. _ rn u N HEEL HEIGHT ^1 c ----------- > EAVE P FIR T E HEIGHT E - — - — - ILLai WINDOW H.H._ _____ ______ __ ___—___—__ H-W H_ wU. w 3 Q U. oLu 3 p o — BEDROOM 3 CL. BATH MASTER W.I.C. MASTER BATH uj V co Z w —Li O ce >oN C7w N� a w SECOND FLOOR 3:O � X U) W M TOP OF PLATE __________ U-) c N Z Z Ij WINDOW H.H. ___—_—___ _—___—___ Fva� U) OF ce 0 ry > O v m O W Z Z KITCHEN DINING FAMILY ROOMzo W u � � w FIRST FLOOR d h N TOP OF PLATE _____CL WINDOW H.H. _ _ — _ — _ — _ _ _ F 19 8" 0 prN p LU F 1V rj 2 Q 1 q GARAGE MECH. CL. STUDY / OPT. Q p N Z �n BEDROOM (n DATE TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: > 4" GONG SLAB ON GRADE W/6"X6" #1.4/1.4 ON TOP OF SLAB 6 MIL POLY VAPOR BARRIER ON 4" GRAVEL FILL j 111812021 SL _—_—_ O 3%slo a=9" GONG. FTNG.(SEE STRUCTURE) } DRAWN BY 0 4'CONC.6 N 6 MIL I V.POLYET1Ax1A 4"PERF. DRAIN TILE W.WVAPOR BARRIE.O 4'CRUSHE C. GAYNER ZS"•O" VAPOR BARRIER ON 4" CRUSHED STONE • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. /'l 12 PRE-ENGINEERED WOOD W 7 ROOF TRUSSES BY MEAN ROOF HEIGHT MANUFACTURER @ 24" O.C. O INSULATION SEE SPECS HEEL HEIGHT HEIGHT -- - -- V W WINDOW H.H. 0 0 m 2 BEDROOM 3 CL. BATH W.I.C. MASTER BEDROOM U z 50 O;o SECOND FLOOR W J I TOP OF PLATE < ' wWINDOW H.H. - - - - - - - - - - - - - ' W Z o q m 0 N r-I a Z m KITCHEN GREAT ROOM [� o 20 U) Z Lu Q N r Q o LLJ FIRST FLOOR n c°'v ry TOP OF PLATE 7 Q 0 GARAGE O MECH. REC. ROOM O m TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: \ 4" CONC SLAB ON GRADE W16"X6" #1.4/1.4 ON 6 5 MIL POLY VAPOR BARRIER ON 4" GRAVEL FILL CONCRETE FOUNDATION TOP OF SLAB _ _ _ _ _TI OeF 1/R" l F�x1rI I u WALL (SEE STRUCTURE) T 3% slope = 9' _ CONC. FTNG.(SEE STRUCTURE) i rn a" CONC. SLAB w/Ncsxwl.ax1.4 4° PERF. DRAIN TILE 25'-0" VAPOR BARRIER ONL4ECRUSHED STONE O JOB NO. BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. 47036 SHEET NO. C1.6 L BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. ov- r ` rrryan D. Cichocki Z lac. No. 53741 M E 0 0 u N � N 0 > E w v E w w 3 Q LL 3 p LL — wO `mom j V20 Z o —u O w rn (L w 30'x U) oLu a 6= Ln i 0 ry Z 2 =v>O Lu F 0 u' H 0 > O w M L V 00 O W vi a O tu O CL x F N O w F N 2 Q � Z Q \� ti Z O in DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 0 0 a) U) Y / w U � J' a 0o W J Q U7 ' Z W 0] O Q LL LU O W J O w U z C �_ 0 7D 0 0° 2 �0^, v JOB NO. 47036 SHEET NO. C1.7 L LEGEND � \ LEGEND O REMOVE EXISTING VEGETATION STEEP SLOPES -MANAGED STEEP SLOPES -PRESERVED MILL&OVERLAY / EXISTING INTERMEDIATE CONTOUR — EXISTING INDEX CONTOUR o .'� �'\�\ i)'� l'^\ \`\\---- - - - -'/ EXISTING EDGE OF PAVEMENT _ — EX. EP— — _ EXISTING CURB AND GUTTER EX. C&G PROPOSED CURB AND GUTTER EX. 15" RCP EXISTING STORM SEWER EXISTING SANITARY SEWERrl - O 3AN� EXISTING WATERLINE ---W-- / i'/�� // _ __---__-- // / / _ll�! /%\\\\\\�� DAM INUNDATION BREAK ZONE FEMA EFFECTIVEZONEA FLOODPLAIN o o o o o o o o o o \I`\` FLOODWAY 100-YEAR FLOODPLAIN o 0 0 0 0 0 0 FEMA100 500-YEAR FLOODPLAIN o 0 0 0 0 0 0 FEMA500 STREAM BUFFER EXISTING TREE DRIP LINE EXISTING TREE 15' OAK / r / / / / / / / / , / , ' - - - °°° / /' /// /// /,'/ /,'//' / I _II / / 1i / �J // // ; — — — —I— — — — — — — — —— \\\\\ \ \\ \ \\\\\\ If --_— ` ///�� / / 0°Q\� O i—i // l\ I \°� 1 / ,'/////'/'_ _—''/ �I� /—f r' °Ile ___ yy tf.5'PI9ESCRIPTIVE,' / J/��z�-=r-I"—z_/r rl�� ' / ' ' l ' / / / I I ' I / / 1 / 1 / / l I / ' I I I I / I l I I IL �' ' r—> / IY / , / I / �Iy ' / 1 I I I ' I I I I / I I 1 \ / / / / / I I / \ I I -A----- -F------------- — -EASEM �— / / /OLDLYINCHBURG%20A0 I I 1 a - - - i - F - ----- -- -t ---1 ---T-- -- I to \\ / / / / / , J / / L ' _' _, I N------------------ t----- ----- 7 I 1 0�1------ 1 I-------- i I I 1 I I I L UNNAk4ED TR/B \ o \ / / I IT / I �TATL RO�1TE �31 I 1 t_ _ t - - - - 1 \ I I I I I 1 1 \ \ I --- > i ` / / I / / I \ - - - - 1 - \ \ I I 1 0.Q2' ---- 1 O L Y --- -- b- - 77{RY o \ \ I \ / / , / / / / / ! 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Z ''CE T 8 LOT 20 LOT 22 LOT 24 LOT 25 I I o a 182 F 350 SF 50 SF 1350 SF 1350 SF 1350 SF 1350 SF 1690 SF / j o 102' 5' SETBA 17' I ~ I " N w �V 3 / 3 I U �V 0 ' \ CONDO#2 � \�® a / /' (8 UNITS) \\ 41 `°/ � s R3 SAN 4 9' 18 0 00000r,d SAN SAN S I S DATE LOT 72 RT 46.6'/ \ // °4 I I 3' 0 1/18/2021 / \/ a / \ I I SA } DRAWN BY 7020 $F I _ C. GAYNER -- --- ---- {Tj o R3 DESIGNED BY 2O.5.' iT 18.5 I • C. GAYNER 3 I 18' '6 CHE CKED KED BY �' / \ \ I �� • B. CICHOCKI .6' RT \ 20' YP. �2Z4 J • SCALE 8" DIP — —46 5' SET AC — — — — _ _ _ • \ 7TH-22' LOT 12 4' x 5' LOT 11 LOT 13 LQT 44 EDT LOT 1L � PAD� rl \ , 1619 SF d 8 24' LOT 10 \ 2354 SF 1780 T682 SF 1591 SF 1599 S 177 SF CLUS 8' \ 2274 SF 8 2154 SV ---------------- 4'------------------- 00 i7.os' : LOT 9 752 SF . O STARI 8" CLASS 53 5 TH - 22' ° r bAO NAM . DUCTILE IRON' R15' SIGPI(?YP,} WATERMAIN LOT/8 / 5 8„X8„ ' TE T 6^ ,eSETBACK�O $F V 1 .r' r -° MAX. 25' SETBACK / TRPIL FFER d / \, \ 2 8 981 w J 2190 SF / SAN 1-I ¢ �— / 17' ` FH / O Lu DIP / FHA STOP/jfdD R5 /N \ \ Q OU D \`' m \ / \ / 3 GN (I �N UNDER SOUMANHOLE TOWOOD 8" CLASS 52 \ \ \ ^ O BLOW -OFF : POSED 22, i SSEMBLY . VILLAGE 1 DUCTILE IRON \ \ Q 110 \ ° SDP202000048 r WATERMAIN \ \ NOTES: 604 SF P � 1. THERE SHALL BE NO WATER OR SANITARY / '; : • ; • 5,TH- 22' �� / \ SEWER SERVICE IN SOUTHWOOD BLOCKS Q MILL D OVERLAY \ LOT � 8" WATER MAIN L CO UNTIL CONSSOUTRUCTED, TESTED, VILLAGE 1 IS \ \� �� PROPOSED UNDER IN AC �NCE � \ � � \ � \ CONSTRUCTED, TESTED, AND DEDICATED. O 17.5' PRESCRIPTIVE / 16� SF 2 `Z` SOUTHW D U VDOT�STD. WP-2 \ \ 2. MAILBOX LOCATIONS TO BR COORDINATED EASEMENT 5' S"ACK ��P / VILLAGE 1WITH THE POST MASTER.0 O / / \ \ (TYP.) / ! SDP202000048 �� \ \ 3. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & 13.82' , LOT2 \ ( J EASEMENT PLAN FOR INFORMATION ON / f 1640 SF �OP��E� 3y0 // \ \ PROPOSED EASEMENTS. 19.0 Q NO PARKING 5.25' \ LOT 1/ SIGN ROQOS�v 8'x8" T C \ 2129 SF /� �& F \ a° / INT IOR� 26 / / \ GARAGE( / LEGEND O 1 77' ' ° °' / / CONCRETE SIDEWALK s U) HEAVY DUTY CONCRETE — \ j LIGHT DUTY ASPHALT \ - g3 JOB No. / \ HEAVY DUTY ASPHALT 47036 SCALE 1"=20' / I,I RUBBER SHEET No. / \ 5 / i �x ® KEY PLAN o 2b' ao' C4.0 L I I LEGEND _ — — OLD LYNCHBURG ROAD NOTES: STATE ROUTE 631 1. THERE SHALL BE NO WATER OR SANITARY SEWER SERVICE 0 CONCRETE SIDEWALK (VARYING R/W WIDTH W I I IN SOUTHWOOD BLOCKS 9-11 UNTIL SOUTHWOOD VILLAGE EP — — 30"CMP W/END I I I 1 IS CONSTRUCTED, TESTED, AND DEDICATED. HEAVY DUTY CONCRETE ---------------- — — — — — SECTION I I 2. MAILBOX LOCATIONS TO BR COORDINATED WITH THE POST — — — — — — — — — — — — INV.. (IN)=442.15' — I I MASTER. 3. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & EASEMENT LIGHT DUTY ASPHALT — — — — _ _ _ _ PLAN FOR INFORMATION ON PROPOSED EASEMENTS. HEAVY DUTY ASPHALT J IGP UGP Gp — — — — — — — — — — — — — — — — — — — r i 04 44 iGan D. i lie. No. 53741 _7 �— Gv SCALE 1"=20' — �`l�, -- • • — — — Lu Gu •. �r�1 'r�� T T • • I . .. mhq 1 jr- o TRAIL = - - - - - - - - - - - - - - - - - - - - - - --�-:♦;.;..♦.,. 11■■■■■■■■■■■■■■■■■■._. �1'i . , �' / © • / 1 1` - _ xEr MEN 00 IM PAD FOR (1) 16 DOOR • ♦ s' ♦ ♦�CLUSTER MAILBOX — ■■■■■■■ 1■■■■■■ ' ►' r► 1�■■■■ 1 2237 SF 1 ILM • �— 1 III■ :: ■ . I�INTERIOR 310 SF RUN�� 1 ■IIIII III® ■■iDATE 111812021 Pic 1 20' 20' DRAWN BY i / 1 1 �� ■IIIII Ills■ 1 ' - 1 ' ■■l �' 1 • ' ". . C. GAYNER DESIGNED BY 1485 SF_ 5'SE BACK r, ■Illli OPEN SCALE Ili■ SPACE / • . �` !i i i`o�� IIIII IL TO CLUSTERYAILBOX 1, LLLLOT 5�111■ ■■! 974 SF Cb TI _ � 1. - �;—I—__` �� . .1 •' ' I : y� ul �� • 1 �� ♦ ROAD ' 1 ♦LLJ 1 •D © •� • �.. 1 • • • TI 1 ■ • i • • _s _■ ._ ■ Fm ELM Ell®�• 1 1 III 1 - •. NO. • 47036 L -------------------------- --------------- --------------------------------------------- ------------------------- I-------- ti -------------------------1 - ------------------------------------------------------ 1 ------ ------------- --------------------------------------� ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I I / ----------------------/ _ I I I ---------------------------------------------------------------------------------------------- OLDLYNCHBURG ROAD / STATE ROUTE W631 IDTH (VARYING RAN WID---------------------------------------------------------- II� / / --------------- �P ----------- —OHT — — — — — OHP— — — — — 'OHT_ OHT— — — — — OHT— — — — — OHT\ RIA TELE VAULT P GP GP GP ION#3 -- q \---aH EL' T .d Q . a - de. 11 d'. a ° qr.. d \ \ \ d \ I a I I PEDESTRIAN \\\ G- \\ CONNECTION #4 \ I � 30' TRAIL I I ® TRAIL CG-6 6 97T- BUFFER �' BUFFER R5' 4"X8"NEW LEAF DRIVE I I ..I I II VN v \ I 8" GV R18' CG_2 R1 ' �- / STOP AND R9AD Y4°.99' '' R15' 8' --------------------� . ",GV FHA I LOT 64 l 22' 1 43 SF :9 : , �20' TYP. 9.57' ' 7:49'; I LOT 70 1 I I BLOW -OFF ASSEMBLY. 1887 SF I w STUB -OUT FOR FUTURE Q I DEVELOPMENT OT 63 INTERIOR 310 SF 1:8.5' 18"5 5' SETBACK GARAGE LOT 69 (WP.) 1384 SF s"xs"TEE ' I I l 40 1� I cn ' q0' I cn 20 z 20' I 5 It:13 62 li: LOT 68 I I SF 1 6 TH - 20' 0 4" AIP 6 TH I- 20' 384 SF I i ¢ I I �I I• � I I 5' SE)fBACK I 1 IF I w LOT 67 1384 SF I � I OPEN 88 LT 60 LOT 166 I SPACE 4,434 SF 1 10 SF i '. 1384j SF 4' X 8' CONC ETE PAD > r FOR (2) 16 D OR Z I I CLUSTER fy1AILBOX 20' I r 20' 17'. I e< 20' TYP. OT 59 I LOT �i5 I I 9745E '; 7: :'i : : :�� STOP AND ROAD 4"MEN C:V _ __' ^ SAN — SAN R18' R18' / 4 I 8"1 CROSS BLOW -OFF / SA N R15� � ASSEMBLY. I DOGWOOD ROAD 411xg11 �AN 'D1 I STUB OUT FOR I I -LL.: II 20' TYP. 22' ---�_ 7TH-22' — — — — --- 40 ---- LOT 47 LOT 48 LOT 49 LOT 50 2181 SF -1-670 sF Ta3-&F 4-696-SE HORIZON ROAD PROPOSED 61' VDOT RIW �;'; ; -•--`.----; - - .--=--: -- - - -.$TO •AND OAD' NAME' SIGN (T1 PP.) STOP AND ROAD NAME SIGN (TYP.) - - — — 5'SETBACK — — — — LOT 51 LOT 52 tf)T 53 4-708-SF- 1696-5 2710 SF ==-mi MAX. 25' SETBACK R1 FUTURE DEVELOPMENT UNDER SOUTHWOOD VILLAGE 1 SDP202000048 SAN0 :A •PA G • HICKORY D D. D c D D D v 8" DIP WATER MAIN PRO D 8" WATERMAIN S UTHWOOD PROPOSED U D VILLAGE 1 SDP202000048 \ \ \ G \ I. 1, :D \O UFO � 14.- - \� o \ \ °yT\ \ \ \ \ \ °yT\ I KEY PLAN NOTES: 1. THERE SHALL BE NO WATER OR SANITARY SEWER SERVICE IN SOUTHWOOD BLOCKS 9-11 UNTIL SOUTHWOOD VILLAGE 1 IS CONSTRUCTED, TESTED, AND DEDICATED. 2. MAILBOX LOCATIONS TO BR COORDINATED WITH THE POST MASTER. 3. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & EASEMENT PLAN FOR INFORMATION ON PROPOSED EASEMENTS. LEGEND O CONCRETE SIDEWALK HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT RUBBER SCALE 1"=20' 0 20' 40' v /I /�ryan D. Cichocki Z lac. No. 53741 ^� E 0 o N � N C > E v E w i_.Wv.w3 ¢ U. 3 LL O ¢ j V 2 Z o —ui N O ' C7 Lu � w v a 30 =x UU) oa Lu O ==LL �i vry Z p 2 w =v>� E� U >Lu O W M of 00 O W o �� O 0 � o w F Z� ¢ Z ti 0 t/I DATE 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' Ti 06 0 Ti TT� Y QU j O Q a Mw W LLJ J � Q H w J m r-i Ti Q LLLL (LU� ~ Q O D I 0 0 C) a g 0 0 2 �0A■ JOB NO. 47036 SHEET NO. C4.2 L 10 B/SCUI T RUN 0 CENTERLINE Ato ° WPO BUFFER 0 0 o 0 0 #O o, oI o, O 0 'O 0 lot0 0o 0 0 � to 0 0 / O O /° ° o o O °, o FEMA EFFECTIVE 0 ° ° � ZONEA 0 , 0 > FLOODPLAIN O 0 G / 100YR FLOODPLAIN PER 00 , 0 ° LOMR CASE NO. 21-03-0029P° ° ° ° (UNDER REV/E149 , ° ° / ° o ° 1 / 0 a o 0 0 0 500YR FLOODPLAIN PER° , ° LOMRCASENO. 21-03-00,JP 0 m"1 / (UNDER REV EW) , ° ° 100YR FLOODWq yPER o 0 0 0 LOMR CASENO. 21-03-(pgp ° ° 0 (UNDER REVIEW) ° , o a�° / ° ° o , fir ° OT SIGHT/ / 0 0 0 / DIST, � / o , 0 ° / EASEMLyIUT / a 0 00 0 ' / / / 0 MANAGED ° o / / 0 STEEP SLOPES ,000 (TYPICAL) 10, 0 0 0pt{�dV, 0 0 0 0 Io 0 y0 0 00 0 O�d��a 0 ° o° 0 ° O ° °° O ° / /O ° as Q °°° as ° ° ° °/41 0 \ ' ■ — — — — — — — — — — — — — — — — — — — - ��\ \\ ■ --------------�TH OF \ / / ■ � �GP 'GP Q \ \\ �' / ■ \ — ' ■ —� iGP `i L __--------------------------- °-------- -----\ 0 �ryan D. Cichocki Z lac. No. 53741 / / __ _ ■- T oHP : _ d OHP— — — — — — HP— —�� — — �P—O I�PO — _.0 OHP— OH 1 — — — 1— — oHP— — / _ _ — — \SSIONAL�� Q CH EC TV LINES m E i / p // �I� / / ¢LL Lu o 3 � ♦ // ° / w0 `mti > —� o / / d N d ZZ #Lu �� \ I I = v> m o w //.... F c rn > Lu o� " ('4 u I 2 7/ sC / /��••• d \ I T 8 OT 1 LOT 20 LOT 21 LOT 23 LOT 25 I I 0 \ 350 F 1350 SF LOT 22 1350 SF LOT 24 1690 SF I I / _ /i / I 182 F S 50 SF 1350 SF 1350 SF co 0 0 0 3 F s o / d SAN SAN SAN S I g M DATE a +00 _ _ _ _ 1 +50 _ - - 14+ 0 N27°37'47"E 14 0 I I > LOT 72 // 13 _-- --I— - - - —+-------- - ---t- _ 16+ 111812021 \ / / / , i "� 155.35' �0 0 / \ a / / \ W I I � SA } DRAWN BY 7020 SF // / / I � W y C. GAYNER '` ` / / /' \ r ° • DESIGNED BY ° / 1 DOGWOOD ROAD I • C. GAYNER / DOGWOOD ROAD 1 Ls)�,a5 / \ CURVE CURVE • CHECKED BY A = 38°13'04" 3 A = 19'18'47" 4 • B. CICHOCKI \ ' . R = 112.00 R = 92.00 � • SCALE T = 31.87 T = 19.06 l p / 1 "=20' / \ \ L=61.37 -------L=37.75 • C=60.24 -- -- — C=37.57 �I / = PC = 12+57.07 PC 14+73.78 OT 12 LOT 13 LOT 14 LOT 15 LOT 16 / PI = 12+88.94 780 SF 1619 SF 1599 S PI = 14+92.84 1 rl d5 1 \ \ 1682 SF 1591 SF PT = 15+11.54 �--� LOT S \ \ PT = 13+18.44 274 SF l LOT 26 06 2154 SF \ P / LOT 9 ' 5 LOT 8 .x LOT 61670 SF -1-1 ^ i Inn LLJ Aso �, Q Q d5, \ \ti, w a 21905F/ \ �It", ` °° SAN ILL Q / sPN W00 / \ / // \ _ �/ (n OU 9 LOT 4 ° vDOT CG-111604 SF \ \ ^ / ENTRANCE / \,X 'p \ LOTS `< s9 0 1611 SF 1640 SF < \\ \ LOT 1 YO \ \ 2129 SF OQO It JOB NO. � � � � � \ \ \ NP 47036 .�- •.. /• .. °' / -I' \ SCALE 1"=20' SHEET NO. KEY PLAN o 20' 40' C4.3 L ---------------------------------------- ----------------------- ------------------------- I -------- ------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - EP -----_ 1 -------------- ------------- ------- —OHT — — — — — p �oHT _ --OHP----- �—OHT-----OHT-----OyT-, �— OHP— — _ — — OHP— -UGP --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i — — — — — — — — o-H EC T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0/HP, I I °yP\ I I I CH ELECTRIC TELE&TV LINES oyP-1 I 12+50 I 13+00 N27037'47"E 9+50 14+0 I 111D88 I \ —� - - -+- 279.19'-- - o - -t- -�------I--- -W W W , W \ . I I i a LOT 64 Ics 11 WEIV1139 OT 63 310 SF I I LOT 62 1310 SF LOT 61 1310 SF I L T 60 1 10 SF I I r LOT 59 974 SF I I I. 4� SAN — — ------ -- - 19+00 N_29°46'46"E — —� 311.76' iLOT 70 1887 SF I °J �+ 1 o LOT 69 -J 1384 SF D i z LOT 68 I I of ct I _W 1384 SF I �I I I NI� CD , �N N co NI� Ic N N Ic LOT 67 zl l0 1384 SF I � LOT 166 I I n I I 1381 SF I I 1 Z I I I oI I I I I I I J I LOT 1i5 I I I� 11II 14+7 I� 19 § AN SAN -- - ----------�---- 20+00 m + ---�- 20 5 6 LOT 47 LOT 48 LOT 49 LOT 50 2181 SF 1670 SF 1683 SF 1696 SF J J I i � a b: HORIZON ROAD PROPOSED 61' VDOT RIW — Iff-- . --- LOT 51 I LOT 52 1708 SF 1696 SF LOT 53 2710 SF 6 i + -W �I I a b I � z II ° II 4.1 of �I II of �I I SWALLOWTAIL LANE CURVE I A = 8°46'29" 1 R = 126.22 T = 9.68 L = 19.33 C = 19.31 PC = 10+22.17 PI = 10+31.85 = 10+41.50 AN G ,—L� CG-11 ENTRANCE D _ O v ° v v Y SAb \ \O C Q -71 ----------------- --------------------------------- ------------------------- _ O/ YI I I I�I —--------------------------------------------------------------- \ KEY PLAN UFO � -,k- - SCALE 1"=20' 0 20' 40' ov - /I /i ryan D. Cichocki Z lac. No. 53741 M E 0 o N C > E �°LL'v-,w3 Q 3 p LL w 0 m \ � V oMo z o — ri O w rn It((>n ry a (7 W vM 30Lnx cva Ln z 2 =v>O ,u F cLr; U °� > O w M L V 00 O W a o O 0 F ti o w F N Z� a z O M DATE 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' 06 0 1� 0 V , 0 pJpwz J L r-I a 0 LL w (f) z � 0 0 U ^I 0 C) I..L 0 0 2 �0A■ JOB NO. 47036 SHEET NO. C4.4 L ov- l �j /bran D. Cichocki Z GP Gp isc. No. 53741 � I // GP — — — — — — — — — — — J�GP GP -------------------- N ---- -- --- -- — GP OS Gti --------------- d �\ GP SCALE I"=20' SIONAL OHP \ GP [ S T Iv.�V --- OidP—---OHP-----OHP-----OH ----- -- GP oII0� 0,., 201 40- \ \\ P— ---oH — — o P-----OHP-- KEY PLAN -- —�—oHP OH o -{ U _ \ N TELE. VAULT E O.HELECTRCTELE.\�\ \------------------------- TV \ i ( 1 LINES \ i � I _--9N/aGE�-------------------------- = v E °Lu G de. ° - a - A. d ^-y 'd. a ( -------------I -----------------------------------------, QLL O 3 / ______________________ ___ ______ ___ ________---°sM / / \ < Lu V oo Z w —N O // <�/ �.. ........—....—..—..L—..—....—......—..—.. >oN / /---------- -- I I-- u �x cry z Z I _m ° N > >O I 0 12+00 12+50 i 13+00 N227919' E �+50 1\ ° M � V W W W W W00 W O . r^d.—. /. < \ , - W vi a NEW LEAF DRIVE L T 64 a -- ---- / ° CURVE g Q -A = 90°00'00" 2 1 143 SF i I 0 ° f 21 LOT 23 LOT 25 I R = 28.00 I LOT 70 F 0 SF LOT 22 1350 SF LOT 24 1690 SF II I / l I I I 1887 SF I o1714 1350 SF 1350 SF — / i T = 28.00 I w L=43.98LOT 34 I = a �� I35o SF — C = 39.60 I 301 o SF I ' + z N ~ o a ram. LOT 33 o l PC = 11 +27.70 a i 1 ' O i LOT 69 DATE ° a e II O! 1687 SF I •PI = 11+55.70 $ I � I 1384 SF PT = 11+71.68 , I I i o 111812021 SAN g 1 s 1350 SF LOT 36 cn ' I } DRAWN BY 14 0 N27°3747"E _____ 14 _ __ I \ 1350 SF 155.35' -+-� -�F�O LOT 37 LOT 62 z —W I LOT 68 DESIGNED C. Eev vv w I I - SAN 1350 SF y l i 1310 SF 'InM I 1384 SF z I LOT 56 0� LOT 38 �' 1485 SF I SIN • C. GAYNER — — 1350 SF /}o I • tT 1 \ LOT 39 \ NT I LOT 61 1 I • CHECKED BY `\S SO \ / \ N N I I LOT 67 S 1350 SF NIA co LOT 55 I 1310 SF 1 ,O 1384 SF • B. CICHOCKI DOGWOOD ROAD j \ `\`� \ \ 1814 SF $' 1485 SF • SCALE CURVE 4 // \ 1 \ / of I L T 60 LOT 166 • 1"=20' A = 19°18'47" \ �6*OON qlV 1 10 SF cn I 13841SF R= 112.00 1 / o y\ 2\633"E / i I° 1 <° Z I I • T = 19.06�w 3g' \ \ / J • — — — —L = 37.75 0 \ \ �_ 16xS0 SAN \ LOT 54 e ... J J • T� ---- -- — C = 37.57 (l / �,�` 2285 S---- I I T-1 PC = 14+73.78 LOT 59 _OT 14 LOT 15 LOT 16 / \ \ W y \ I 11974 SF I I LOT �i5 619 SF 06 1599 S PI = 14+92.84 1 \ �'�, SAN I -- I .� I I 1591 SF PT = 15+11.54 �, ��o Q m. O LOT 26 s — — — — — . I. I. — _ — — I — -� _ �--I \ `�I SAN + _ ° ° ° 2154 SF �, SAN — J \ W - +5-----t--- 18+00 SAN SAN I / LOT 27------_I--+00 AN I 1600 SF LOT 28 I 1 w --—N2311. 67-- --- 19 + --- i 20+ SAj . - 1601 SF + �------+---- of LOT 29 ,o 1601 SF LOT 30 I DOGWOOD ROAD 1602 SF I CURVE 5 I I I I U LOT 31 A = 17°09'47" I I 1 1602 SF / LOT 32 / R = 100.00 O � 2113SF T= 15.09 Lu ---- 1 1 Q / L = 29.96 _ 2046 SF I I I ---- ----- a Z C=29.84 II I Z J LOT 41 PC = 17+13.92 I I I Lu 2039 SF LO PI = 17+29.01 1 LOT 44 LOT 45 — — — — m I e I rl a 0 Z:z157PT = 17+43.88 1600 SF 1613 SF LOT 47 LOT 48 LOT 49 LOT 50 LOT 51 LOT 52 p Q 2181 SF 1670 SF 1683 SF 1696 SF 1708 SF 1696 SF 2710 3 w SAN I I I I z a.. 11 1 I Q ou m T e HORIZON ROAD O ° PROPOSED 61' VDOT RIW G \\\\ �\ GCT\\\ I I _I r_, I I I I I 11 JOB NO. \ \\ \\(\, 47036 I \\ / \\ L I I I I SHEET NO. C4.5 EP— __—__------- s0"CMPWIENDSECTION ----- -- ---- INV..(IN)=442.15' L 0 0 ° 0/ O° I I I IL 0 3741 - - - - W - - -- - --w SCALE 1 "=100' J I f / ° ° \ \ - - _ -- - � /l0�2{ ��sv �-✓ ` _______ _- _ _ _ J 0 100' 200' c - - qp - BLOCK 2 OLD LYNCHBURG R - - - _ _ _ _SIONAL \ _ - R/VY- ----- -- - -- a�� ----- --- -STATE ROUTE 831.1 ° � � o \ \ \\ ----_ r--II ({VARY -12147 -_ L / o \ °11 ---- ----- - - - o o/ - - - - - - - - - - - - - - E ° I I \ ° ° / o \\ \ / / i GP o o o FO N vi N L o °° I I ° ° ° \ \\ / ° ° ° / I "HPO'yT�YZ 0,_OHP� = 0J E ° / / °o \ \\ o ° y / M U MEROP ANE oy�P/ �w.o3 o ' °o \\\ \\ �I °o VDDI AINCE a. m �/ / , M U M U M U 1 F18EROT�LAE c��H�_ /ON �U. 0M 00 / o \ \\ / F EASEME a // ',�i C C C C c J J J M U M U M U i� /`. ¢a _j c� oo z \ ( 1 i O °o °o \ \ \ o / ° //.� ( J J J J M U M U M U I' / / \`\ ul N ry a Z 12 �00' °00 \\\ \ �// 0% 000°00� / /P9d B �� M U M U M U q° ` \ ` / / °°°° �/ J w BLOCK 12 i �� J LL W LUU �\ = ry z Z / 0° o° \ \ / o �00 t/��P�� /°°o°ocS� �/ �a 'LiGG ggI��>>>> \`1E� > o / ° o \ o �_ g0��0� /po o p�/ / / ® 'EGG ) g g g g ) C`v I a� 0 / I 0 \ o / o o o I °o BLOCK 2 ��'� �GGG c,�, _ o STREAM BUFFER/ / -� O g W L �y ° 1 0 FLOOD PLAIN l °° I: f /Sy/ ,� t!G C\ C\ I h 1 1 ^ ❑r 7 �O I G\ / O m O~ o r" CONSERVATION AREA d l /�®�% �/ \ J\ I IF 1, vJl I I I n C ° J \ aim® !' / / ` \ /I �� I \ \ C� ` ` J (-� \ \ _ I , / I \ J i I _I ❑ I ycj` O J q ° - p� / I ry 0 0 /° /% o° / k\\J > i ITTERN T[.6N�----- // yr �° o \ o / ° / o Jj �\ I u \ \ n / / - _ a.� - Y- G� �- / / x ¢ ry 1 I ° ��OHP� / \\ O C \ I IM, 'On - f AN ' / / / I z C \ \\ \ \ umrl` ' o / \ \C © V/ // \ ` ' .?°�' / \ O DATE <�\ J / r \\ I I 1 II / p / I .;�4 / a > 111812021 ° 11°° _, 9° G D D c c / I L. -❑ o /I - I 4 O \fJ,'� i O DRAWN BY ° _ ' /l o - � C C I� I \ \ �, W I II n �r� I o ° ° 0 0 0 / ° o / �BL C - II u : \ `\\ \ \\ �\ � \ \ / *fig C. GAYNER i� ° ° o 0 0 0 0 0 0 ! �O I �J '1 \ / \� pC �/ M 1 �i o �/ - I II / �� II I \\ /\ Y \G� \\\ /G ` gsi4` ( r- u • DESIGNED BY V \ -�J / i °. �, • C. GAYNER �y_ ._ ` \ \G\ J / �•,�, \ \ s 5 k \ \ \ ^�/\\\\ \\ I I O • CHECKED BY ° ° ° ` / A` U �6) _ I / ' *e �'' ° r��e 11 J \ \ • B. CICHOCKI % } y� \ \ OYRp OOLi °pO1O �° I / AU DU 1 X\ ^�� (� � � � � 'tF �. IQ /A V � I 10 500 /, • • SCALE ° I I ° ° ° ° 8Y v� ` Iy ��// 1 "=100' 0� I�I ° 00 ° � F BLOCK 3 A c4� 11d1 �% `� / /\� `c��! / / 11\ • o 12 0� o o \ ADU -, I 1 J U u O I / ° , oY� �� - 'I %' LOCK S A u _ - - I \ _ - - � / o� �� - / / Ii I `� vv • 10 f `°ILL - AU ° �'If 0 d° I � \ _`/ / Ov` A U (4 ✓//I� i \ / / /,� \C UGT 4� nlr �'�I ° 11 • ,� WL.O / O� V //y /� ° I I to / f oo / `� 000 A U y �\ / /'� �/ ` / i7/ c' / \ I't'�s q1 U •e: T'� 0 a I/ 06 / Poi A - G / _ ./ ,�,�� _ \\�� \ �\ . o 0 I O A U ADU I�3 I / / / /��` /\ \\\\\ \ ❑-U / ot - ..�.,.°° , I °�� ' P , �- gJ�� , I UGT // /\\\�\\�� / O o \BLOC K 6 ADU '� e° / v '� I°° \� PRIVATE20'SANITA` l \\ \ $$ n 0 (. = \ \\ F SEWER EASEMENT I BLOCK 4 o \lry D.B. 2984 p. 688 O/� / / \ \ p , Z 0 SLOPES \/ „/ / - / /� \ �VO :r?a`�\_ �j o \\\s TYPICAL) N / �' V QJ J ' , / r �j �/ ) \ -C -� G ,/ / \\ �. J,�� \ \ J (� J ' \ ono / , \\\\ \°� o.0�a ° ` K INTP E Q' BLC 7 / \ W\i O / f / \ ,4�4 C Q 5 ' \ 0 ce 0 0 \ - \ - _SAry \ ° o °fie o \ \\ \s3� �j \ A. ` \ \\ \\ Gc I� w W 0 \00 00000 p / / G / �\\C © U �\\\ \ / In Lu m V \ ° \ \ `\ ° 0 ��yR l E 20' SANITARY of 0 C °¢'? 1 ` \ ' \ \ J !�~ Al ° EX SAN.MFi17 \ ° WER EASEMENT ° ° C a ° �` �PQ B WATERTIGHT ` b /� �� UGT -UGP \ \ �% ova v cxvx.a \ \ n 0 I , I„ i \ 0 _UFFE ( i �a� . 2984 p. 688 1i0 _ i O .Q _ 0 a �t / ' ruro7c%m.° �\ 1 \ }} o 1 TOP= 398.1 y�0 / 0 z� \ V S - 4\ �� Z 0 ° o \ oi!{N.MH26 a 1i /� uG _ .`? Q p C _ ,(A O 0 \ LlQ 99P.8 ° 0 0 0 1.7 0 \ v (WAPE�TI@�l-l'T/P/ENTE� 0 ° / OG / apc /y ,'ys'.'r�`$� \ C \ \ \ ° � < �/ O 1 \ \ o o o \1-17 0 @ °TOP = 39�. 0 00 0 O 0 / ( - - - _ ` I o0 0 0 ` o \ \ \ L`L=°3.4D.� o 0 0 • i 1 OJ _T / k -W -!� / tJ` /` \ / I 1 1\ i L Sq \ / J 0 o _ ^ U \ ° 0 ° ° 0 0 ` 0 \ \\ \LO.= 39 a I i �� - - s N / / $C ,� C -==r- O - - L.L Q TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY ° ° °0 \\ \\ 9 ° A / I i // / �\ \ \ `\ �`\C` G % �\ S I ' - \ C -I Q ; DENSITY RANGE DENSITY AFFORDABLE MARKET RATE NUMBER OF ° \ 00 ® / j/ /I l \ C \ �/ �, �� \ / G 1 V /;' _ \ O O ASSOCIATED LAND USE BLOCK REQUIRED PROVIDED AREA (AC.) DWELLING UNIT DWELLING UNITS UNITS PROVIDED LOTS o19,° / J Y/t \ \ / Gt-O ' I Q -� \ PLAN(5) DESIGNATION RANGE REQUIRED 0 \� UNITS/ACRE UNITS/ACRE PROVIDED ADU MRU PROVIDED 0 / C \ \ v \� UGT ` ^� �0 I n lz GREEN SPACE & 1 0 0.0 8.0 0 0 0 0 \ o ` . ° \ o° \ \ �� / O/ p C \ ^\ %' UGT C O BUFFER 2 0 0.0 1.3 0 0 0 0 0 °°\� ° I \\ \ I O O T //� n \�� \ / \\ % /� ❑ �� \ NEIGHBORHOOD 3 3-6 2.1 1.4 4-12 3 0 4 ° o \ 0 / / /' I �� \ J / \ \ y / a DENSITY 4 36 1.3 1.5 514 2 0 3 0 \,°0\ \ O \\ �\\� j// \ URBAN DENSITY \ \° \ \ \� SDP202000048 ` �X.SAN. 25 \o ` \ ' \� \ �� `� / / /r / RESIDENTIAL 6-18 3.4 7.1 60 127 44 0 28 / (SATE IGHTJ (A I I -I I 1 VILLAGE 5 o T=396.2_ o I /0 ' I �\� // �-� \-� NEIGHBORHOOD 6 0 28 0.0 1.1 0-31 0 0 0 I o l•%=389.0 ai� (0 / �� I I�-W- MIXEDUSE/ 7 0-18 0.0 0.6 0-12 0 0 2 I NEIGHBORHOOD 8 0-18 0.0 1.0 0-17 0 0 2 1 00\, oI1rla� 0 1 I / /� / J / /�\� ��\�� - PLACES 9 0 34 8.3 1.8 0-61 0 15 15 \0 1I1 ° 1 I V� / \' ` \ \ \� ��O�v <\ \ \ /UG \ ^\ \\ / �\ \ \ \ Joe No. THIS PLAN 10 6-34 14.4 1.8 11-62 16 10 12 / / J $ / // / / \ ; \\ \\> �> \ 0 J \% �uGT URBAN DENSITY 11 6-34 8.3 5.4 20-182 0 45 45 0� �1 oA � / I �/ \ / \\ i \ - 47036 MIXED USE °/ ( �/Q° / \ \\ \✓ / \ \ / I \\- �\ 12 6-34 0.0 3.0 13-102 0 0 0 ° (y / / `\ <\\> J /UGT- _ -UGr� '1 \ C4.6 TOTAL 34.0 150-450 65 70 111 ` -UGT S \ Ij L TH OF rryanD.Cichocki Z °°° Ise. No. 53741 I I I 0 0.04 AC TO BLOCK 8� ' (/\ 0.0F4 AC FROM BLOCK BLOCK 12 O .04 AC FUTURE ROW DENSITY \ '- OAK rl O RESERVATION FROM PARCEL 1E I �--I \ 23 AC FROM PARCEL 1 D .68 AC FUTURE ROW DENSITY �1 RESERVATION FROM PARCEL 1 D I n .33 AC FUTURE ROW DENSITY .21 AC FUTURE ROW DENSITY .06 AC FROM PARCEL 1D I I I I 1 \` ��c y ^ OW PROPOSED WITH RESERVATION FROM PARCEL 1E • - - I -I J \ T S I RESERVATION FROM PARCEL 1 E\\ 111 I I rl I i I \\ 1 1 SDP202 \ 0048 \ Y I - r =J I a C -L Z 0 O 15 AC FUTURE ROW DENSITY PARCEL 09000-00-00-001D0 UG V I I I LOCK ` LINESV \� r - I C- I C -I -_ P / I I O _ Q �' Z _ / \ o �� `_ I I - -, G ❑ / (�� RESERVATION FROM PARCEL 1D / _T UGp= - UG— I �� \ V -�T_ OW PROPOSED WITH /TTERNUTLANE- — — — TOPI- C O�SDP202000048 W.K\ (/) V W Z 8.3 LLJ SYCA�'SAN� ;- - <� � t \I I I _-__�-SAN - W06 _ 0 co I '7 11 _❑ — \ J — �V \❑ UGT\ I amZ18" —o�G1 ^vl\\AMPLE Wv^ L \\POPLARTE 0UGT --U63p-- �9'\\7f <O uc� ///V/��/� \�NZ\� / I 1— l�L -�I I J / � / �I I- I I � � ��/ /\\ \\ \ �- � I \1 `\ I �� / \\•/• LEGEND: /UGP nn Q ARTONOR/VE ~W— _ — — �W� \ AREA FROM PARCEL 1A I _ _ w—;�\\ M 0 C / \ \ \ \ \ 9 c . o \SPA „w s I AREA FROM PARCEL 1 D n/ \ \\\ \�� \c/ ^ \� Ulm AREA FROM PARCEL 1E � �\ � \ \ � FUTURE ROW DENSITY i / 'o o--� \ RESERVATION FROM ft "pp� y � I I \ \ PARCELS AS LABELED \ _--- _ _yr u ; J ~ AGO UGP ri n _�� JOB NO. / ,a Q / J i' \\� Lx �� i ��/ J\ 'I I N 47036 � �- ` / / / / / / / / \ \ y / T \ /JI — a^ x 25' / .l j _i SCALE I"=60' SHEET NO. L �o d CLASS B TYPE 2 \ I - _ _ i --------------------- ----- -- --- _ 0 I ' / PEDESTRIAN TRAIL C B TYPE 2 n `�- - ---- ----- -_ ----____-- o a {{ J _ ° (1493 LF) PEDESTRIAN ----- OLD LYNCHBI R D --- DEC. AMENITY-- BLOCK 2 - 110A2'R/w-_------STATEROUTE1BN dG - _1914T o o_ ---------- - $3 ` l BLOCK 9 _ _ _ �p0 � � \ _ - - - SPACE---------------------------------------f�„�` AMENITY (6779 SF) SCALE I"=100' \ `\ I / 00 ,0c Y SPACE9S) / / - H FO GP o / o ° / .-. " PLAY GROUND :.:.',';` OHr� D ,DD' 200' \\ / �° BLOCK 10 _ - _ _ (16 oH \ /° 00 SF .... o J MAN TRAIL ° 0 \ \ MANAGED / ..::; (�. ',: :..... `... 29 EFTR � '°TOLNEC� � h' TYPE 2 o I ° \ \ STEEP SLOPES ` � "�� - F/BEj�' � �/'/T o � o \ \ / 1 l° // / REMAINING AREA I \ \ \ V ( (TYPICAL) 0 TOTAL GREEN �/ / OF BLOCK 11 TO BE �; 00 I \ °o \ /. / / DEVELOPED UNDER I 0 \ \ SPACE /� / / /.'. �° O I o0 (59518 SF) p/ / ) SEPARATE COVER, ` C I v I \ ° \ \ / ° / / CLASSB TYPE AN TRAIL - BLOCK 12 / o o ° 0 / I o \ / 0 / _J / o a ° ° 0 ` o -� o BLOCK 2 O/ _ p 10 0 / TY CLASS B TYPE r �� ❑�? \oy o I o / ° / / fl '' EDESIAN T PEDESTRIAN TRAIL �� ° ( �° MINOR BLOCK LINE " (230 LFY C\, 3\\ (4434 SF) ( BLOCK 11 0 � 1 PEDESTRIAN TRAIL _ C/ O / I C ❑ 0 I ADJUSTMENT. BLOCK �: 119 LF)n o \ J AREAS MAINTAINED / \7� ' ' vl 1', , I - - "`UUU < o �\ 0 ° WITH ADJUSTMENT . \ - Q/ Y� C i� I °, LOCK i z , - - - _ `°- o \ °o ° 0 0 ° / /,.. w / k\\ GT\ i / ITTER I�N� v/ o \ o / / P , n a. N 9G l.. - ov- /I ` rrryan D. Cichocki Z lac. No. 53741 t1.- M M E 0 o N � N C > E v E w uj �vw3 Q LL , 3 p LL aLuj V 'mo Z - in O > o (7 W N (L w 3 O >< tUl) Lu V! � ry Z 2 =v p w V °.1 > O 00 �~ O U W a O 0� 1000, _ _ _ _ Cv' If I \ o. In° ° I aI 0 0 00 o00 o0 0 0 0 0 0 0 0 u / DATE i I \ i3O 0z,- ¢ - pa / / .o / I I \ \Vv \ � � // •�0�4 0 1/18/2021 0 ° DRAWN BY 0 W- Lj 0C. GAYNER °° I \ °, lBLOCK 1 R SDP202000G48 �j-] b\� �\ / �'-�\/ s t \ I ' / I \ \ / , �.1 - • DESIGNED BY �FEP APPROVED ON I ,rl �` \ ` ``\/ / \ �\ c // / \ / I I v AYNER 0 (� (8 ,, BLOCK 3 11 /23/2020. V �! O - / \ \ / I J /N' • C. G 0 l 2l 0 0 / PROVIDED FOR V u / c� J / - X� I ' 1 0 l '� ° / REFERENCE ONLY (\ - - U / Op" �\ �j / / a J • CHECKED BY °o (I I -/ / I I I / Z\ i/ \C 'J /�� / I n • B. CICHOCKI `° ( l o o ° I \ \ B L 5 �Q III ' ,� / . / / y UGT p, • / I�/r / I \ JI O 1 1 • • SCALE ° O 3 �- I G �� `/' / / / ,/��_ \\\ �\\ �\ I' I / / /�\S�•r.''. • O 00 PRIG BLOCKRY ,BLOC1� 4 G1 ) �c \ \ n \'P\ JLoZS of \ _ \�� °9 SEW( v / , / / / �INO ° / ,. \�� \ °obi - EAKINOAE'jI�/ \ \ \ - - - ` 00 0 o o o 0o0�='0 BRA E (ST B V lJ K 7 \ ° ° 0 �\ ^•� \ \°��-1� \ \ 0 0 �N _ \\ L \ - \ 1 - O / \ G / 4 \ 00 .:fir:� � `Q 0- F-PRQ(/i-EE20'SANITARY 4 \ \ tT \ Tr�Fs O > Q \ J rl w J J TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL & PATH TRAIL & PATH REC. AMENITY & REC. AMENITY & TOTAL GREEN ASSOCIATED STEEP SLOPES MINIMUM RECREATIONAL AMENITIES& CIVIC RECREATIONAL AMENITIES& CIVIC SPACE TOTAL GREEN SPACE TOTALAMENITY TOTAL AMENITY BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENITY PROVIDED CIVILSPACES REQ. CIVIL SPACES SPACE PROVIDED PLAN(S) (ACRES) SPACE REQUIRED PROVIDED REQUIRED (ACRES) SPACE REQUIRED (SF) SPACE PROVIDED (SF) (ACRES) (ACRES) (ACRES) (ACRES) (ACRES) PROV. (ACRES) (ACRES) 1 1.80 5.97 0.80 0.23 0.05 0.00 0.05 2,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL 404 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 0.75 10,000 2,011 296 LF CLASS B TYPE 2 PEDESTRIAN TRAIL SDP202000048 0.10 1.10 0.30 0.20 0.03 0.00 0.03 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 0.27 8,700 1,489 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 SDP202000048 4,090 SF PLAY FIELD 500 SF NEIGHBORHOOD PARK 1,866 SF TOT LOT 985 SF COMMUNITY GARDEN 600 LF CLASS B TYPE 2 TRAI LSa 3,080 SF GARDEN 5-8 0.00 0.00 1.38 0.12 0.03 0.11 1.07 1,146 SF PARK 0.23 1.03 10,500 23,359 3,940 SF PARK 4,000 SF NEIGHBORHOOD PARK OR REC. 1,855 SF PARK AMENITY° 2,636 SF PARK 223 LF TRAIL PEDESTRIAN CONNECTIONS 500 SF NEIGHBORHOOD PARK 1,600 SF PLAY GROUND 1,059 SF AMENITY SPACE 2,170 LF CLASS B TYPE 2 TRAILS 4,434 SF OPEN FLEX SPACE THIS PLAN 9-11 0.38 0.00 0.00 0.50 0.505 0.13 0.32 6,779 SF REC. AMENITY 0.63 1.41 22,700 35,870 5,000 SF NEIGHBORHOOD PARK OR REC. 2,704 LF CLASS B TYPE 2 TRAILS: 1,493 LF BLOCK 2 TRAIL AMENITY° 1,211 LF CONNECTOR SITE PATHS 12 0.00 0.00 0.00 0.00 0.00 0.15 0.00 1 6,500 SF ACTIVE USE REC. AMENITY 0.15 0.00 6,500 0 TOTAL 2.28 7.07 2.48 1.05 0.62 0.39 1.47 10.41 3.46 58,400 62,729 aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 bFOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 °SPACE REQUIREMENTS IS CUMULATIVE AND MAY BE PROVIDED USING NOT MORE THAN 6 SPACES, NONE OF WHICH CAN BE SMALLER THAN 500 SF DISTRIBUTED ACROSS BLOCKS / t o ``\ a ,a_ �,.0 9 _ 1 Q w w LL U) Lu V) V U \ G _ \, = O I c 101 C. c : _ �UGr NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. D O JOB NO. 47036 SHEET NO. C4.8 L LEGEND 171 STORMWATER FACILITY EASEMENT PUBLIC DRAINAGE EASEMENT ® PRIVATE DRAINAGE EASEMENT ❑ PRIVATE & EMERGENCY ACCESS EASEMENT F7ACSA SEWER & WATER EASEMENT ❑ PUBLIC ACCESS EASEMENT ElWATER MAIN ACSA EASEMENT B/SCUI T RUN 0 CENTERLINE , O ° WPO BUFFER ioo—o� o 0 0 #o o, o� o° 0 o; EX.24"HDPEAPPROX LOC �O N Alto o $ oI v / / ° a�° / 0 °, o FEMA EFFECTIVE ° ° ° � ZONEA // / 0 , 0 FLOODPLA/N / 0 0 c / 100YR FLOODPLA/N PER 0' Alf o LOMR CASE NO. 21-03-0029P0 ° o ° (UNDER REV/EWj , ° ° / 0 ° xx / 0 0 a / ° 0 0 0 500YR FLOODPLAIN PEAR , ° LOMR CASE NO. 21-03-OOdnp 0 m"1 R/ (UNDER E0 VIEW) If° 100YRFLOODWAYpER o° ° ° LOMR CASE NO. 21-03-[�gp 0 ° (UNDER REVIEW) o , o O o , 04F ° / / OT SIGHT/ / / • 0 0 0 / DISTAN��E / 0 0 0° / EASEMENT / o , 0 _q 0a / / / O O, I i�ON O O ° °v'd�'"' Opp 0 0° MANAGED ° o ° ° STEEP ° / I 0 0 0 0 (TYPICAL) SLOPES Io 10� ° 41tO ° O / O 0 O O �O ° 00 p O Oy ,o/a // ° ,i� 0 I O °OO° OO °°0 o/ / G��pJ#// / dO ° , L °� / / / \P // / 10' PRIVATE, o O ° ° ° DRAINAGE / / / / / // / EASEyfI NT o o ° / ° o� m� 0 10' P)dBLIC / /' ' PRIVATE & EMERGENCY o / CESS / / °' / AC ESS EASEMENTS 0 EASEMENT AL�G FACE OF CURB \ ' ■ — — — — — — — — — — — — — — — — — — - \ \ \ \ i' / ■ \ ■ �GP "GP �� / ■ — — — — — GP— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ ■ ` l�ryan D. Cichocki Z --.41 ----------- isc. No53741 — OHP— — — — ��- ' OHP�— — — — — — — — — — — ——QL:1P� — — � bFIP— — — — — OHP— — a 'A•Fi -7/��p/N OHP— — — _� OHP— OHP yossl0�\� NAL 0000 10' PUBLIC O.H ELECTRC TELE. TV / ACCESS / i i ,.�1 EASEMENT LINES E AD N __ ---------f-- �� / a o --- = f—_----------- 10' PUBLIC / E . �L••,eE EASEMENTACCESS / ~ v w 3 mow. -�--------_____� - �,,fl'�I •' r3oAlmEmI I-= I■� �M M DRAINAGE EASEMENT t%AOW*%/fMFA OSI%IIN%IIIIIIO<I%/ f��%I1tIi��/M/II'�/�O<I%III`I11 DATE 111812021 DRAWN BY ��► ,�� ''.�' sd ; /��/a / _d N�►�_� _aNa�'�/� = WHO _Nad1�dN _�NA/d,'�►- -a .. C. GAYNER DESIGNED BY ♦ �`' ��i�`►..�� 00 Gn C- 'O �O GG. jql� �� I G1 �� .0 C. GAYNER CHECKED BY B. CICHOCKI SCALE '�j ��.�� ,,.• �.� �` 1`� �� "tee • Al / / AND WATER ;' / / / / / / / / / • / If/ SEMENT W J' a w H Ifw < w If If LOT 5 .. .° e... m VARIAB E WIDTH /X / / / / / / / 2190 SF / / ? ° ° °tl SAN ° . �"� Q W STOR WATER /, Y� / • l l l / l l � FACILITY EA EMENT e: / / / / / / / / / / / .: SPN \ °° .. W O Q Lu V / } 6 O'TORMWATER / / / :. e / z CILITY ACCESS / / o0.S / EASEMENT / / N / \ \ Q 00 It / / / / / LOT 4 \ \ a J 1604 SF LOT 3 v � NOTE O 1611 SF e \ \ \ THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE O / \ / CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT \ °•' INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT \\,� i LOT 2 PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND 5 1640 SF , ' �QPo�� \ FOR USE IN RECORDATIONS. / • Qoff LOT 1 � Qy� �• ® // / F < \ \ 2129 SF QP \ / \ \ PR JOB NO. 47036 \ e • ° SCALE 1"=20' / / / \ \ \ •>....v o a I/ / / �� \ \\ SHEET NO. 5 / �k \ \ \ \ KEY PLAN o 2b' 40' C4. 9 L — — OLD LYNCHBURG ROAD STATE ROUTE 631 w EP (VARYING R/W WIDTH I _ _ _ — — — 30" CMP WjENO SECTION ------------- I I ---------- INV..(/N)=442.15' -L I I r i 04 44 iGan D. I No. 53741 SCALE 1"=20' • ��\gJIJ •' • o • • • • - . /r V 1 1 1 KEY 4,,\off •��r ii it i ►r� ii ��rii�.,,°� , `____;-----�_:________ - - - - - y �•1 I'► ��1 ,� ��l ��\ �� \�� -—-—.—————_——— ---—- T .� 9 �E0_%I_/I//,%/_/.%%%_%%%%%,%_%0%II'�� Via'' th ito�/��/ /� ��/��/%/m/ ill.-,\00 �� 'iv Ali�s ' / 1 SIF , SF 1350 SIF 1 SIF 1690 SF O -avg�r d}ten�� , ,.NS .,.. LOT �7 LOT 69 DATE a�► 1F, —� �;c� -- i�! cd� —� —-----'� �'r — �� ll� , 111� I ��I I� • DRAWN111812021 LOT 68 p II1I/�INL/ .. IOddlllldd /yd�IN �� © • ��;iF ��",'� 1 . - . �I�i�l � 1 ��oILASEMENT■III! LOT 62 I�� J .. R Ji1310 Sill � �� ire✓A � ei�., r. DESIGNED BY LOT 56 .: •. pro • SEWER Al� I WATER • P d� d NJ �M�r �% ;' ! pp��l%I,`w\ �,�i► • `��III\� I I�7�EASEMEJ LOT 51 I E Ills EMENTS J, ItFol m4aamv, OF CURB 59 LOT 16 JIM ram ♦vaj��.��^�►��.r� � tea_ -vim I \` .—� ■ e■LOT 26 \ � F� Y.�� ` � �� __--� �•i _� � �� SAL .►�Id�®�/ l \ - - � a ..!►I � / �r�� . , •119ir1searLf.: ��rf� �- t ��iA1S:.T�� --- �� d _��dd��; 1600 , ��; III//dd_� ��/.�� roe • • . - • • Jun Ld p •fir �� ,,`-- co° � '�; �� ---:-----__ --: --__=�_►_d/1ld�li dd/1il�d► Ihlddd�l ___ • .. �® • • w Lu • OF 20395 ,co • •ACCESS _ .11 • •LL = ■ , ,: • 1696 SF • - e � LEGEND • •-• I • •• �,STORMINATER �• ,PUBLIC DRAINAGE 1 _PRIVATE DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENT /_ ♦ T�� . • NIACSA SEWER & WATER EASEMENT •. NO. PUBLIC ACCESS EASEMENT �� - ■ • WATER MAIN ACSA EASEMENT m 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. --------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------- --------------------------------------- ti ---- ----- -------------- ---- ----------------- OLDLYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH ----------------------------------------------------------------------- j//• / ' / // /� / EP-------------------- -------------- - - - - - - - - - - - ------ —OHT— ----- — — — — OHP— OHT— — — — — OHT— — — — — OHT-, — — — — P OHP— — _ — — OHP \ \ GP — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —\ Nt C I 31' STORMWATER PRIVATE &EMERGENCY 10' PUBLIC 1 : ' r 10' PUBLIC S FACILITY ACCESS AND ACCESS EASEMENTS ACCESS ° ACCESS T PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT I EASEMENT \ \ I \ I ° I I VARIABLE WIDTH I�_61!iq_FEAR A� I • II LOT 61 1310 SF • .0 I LOT 47 LOT 48 LOT 49 LOT 50 2181 SF 1670 SF I 1683 SF I 1696 SF LOT 51 1708 SF I I HORIZON ROAD PROPOSED 61' VDOT RIW LOT 69 A I 1384 SF I LOT 68 1 1384 SF 31' COMBI INMED ACSA SEWER AN D WATER EASEMENttttl LOT 67 1384 SF 10' PUB jc LOT166 ACCE S 13841SF EASEME T ®s t w 1 •. / STORMWATER FACILITY ACCESS AND PUBLIC DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENTS TO COVER ENTIRE PRIVATE ROAD PARCEL 20' PUBLIC DRAINAGE EASEMENT 20' WATER MAIN ACSA EASEMENT I C �� / 20' STORMWATER FACILITY / ACCESS EASEMENT f ' �c 30.5' COMBINED ACSA SEWER AND WATER O� Yc EASEMENT / / PRIVATE & EMERGENCY / ACCESS EASEMENTS / TO COVER ENTIRE p / PRIVATE ROAD PARCEL MANHOLE PROPOSED UNDER SOUTHWOOD / VILLAGE 1 SDP202000048 ,,.VILLAGE N QS d d SAN HORIZON ROAD --------------------------------- ----� --------------------------- o — — — — X '/ ' z' GP r / llo� a� GP \ --J / II \ \ n; SAN \ps r� KEY PLAN j/ UFO � -4.- - \ \ °yT\ \ \ °yT\ LEGEND ElSTORMWATER FACILITY EASEMENT ElPUBLIC DRAINAGE EASEMENT ® PRIVATE DRAINAGE EASEMENT ❑ PRIVATE & EMERGENCY ACCESS EASEMENT ACSA SEWER & WATER EASEMENT ❑ PUBLIC ACCESS EASEMENT 171 WATER MAIN ACSA 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. SCALE 1"=20' 0 20' 40' v ` rrryan D. Cichocki Z lac. No. 53741 ^� E 0 o N � N C > E v E w � w w 3 � LL O w 0 N ^i ¢ -3 V oMo Z o — i O co,.. rn C7 Lu w � a 30 =x n oa O ==LL �i vry Z O 2 Lu =v> i 0 U > O V w M L 00 O vi W a o a� O 0 ti O w F N Q \ Z ti O DATE 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' rl 06 0 ' 1 U Q o J J' a mLLT �z < Lu w 0'] Q Lu LL O Q Luz Lu Z C 0z O 2 U I..L 0 0 C) 0 0 2 � 0^, v JOB NO. 47036 SHEET NO. C4.11 L I — — — --4 — — — — — /SCUIT RUN / o CENTER,/NETH / , or \ I \� \\ '/ / ,'/ , , i / / ' ■l 1 _-- _ — — / , WPO BUFFER \ \ ' ' / , / \ / \ \ ■( — / I , ' GP— / ,/ // \ / /// / \ \ I `/ / , a,■■ / / / ' OP1 GP/ Li+f� .irSryan D. C/ichNocki LENGTH: 27'o/ lac. No. 53741 OHP—WIDTH : ' P2 WIDTH 2: 9.6OH� � — — �, RIPRAP CLASS I o,P OHP�— O//& �<v�Z OHP— oHP— — � / , , / / � , , a � . ° � , ' , ' IDNAL o TV / — — 1 �' ,/ 0 0 EX24/ X.LOC.-----/ _ —--------f .�1 / / / / / / / / — — — oLu CA 1 / o, o / / / / / / /' / r / w . A' Ate\ Ate\ \ pgt�YDp�pA�QA�QA��p�/p� ' ' _ — — — a > o ry o ° / / ' \ \ \ \ 9 / 1 132 U W ry a r / ° 0, T FE/,AA EFFECTIVE / / /' / / / / r / / ' �`% �\ • \ a ° .. 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GAYNER / / o / 0, , , / I \ \ \ \ \ CHECKED BY o° / / w / // OI , '/ r10T / // ,' / ,� All ' — `� \ / // 12 f I \/ --' �\\�\ �\ \\ • B.CICHOCKI 10 O N , All j �>� / .i /' , ' / r\ � `� \ / Qy I I I ' _ \ `\ ` \ • • SCALE p / / °/ r // `ST/E^'WfITH / / / my�'�/Q��/_/ // _/ ////r/ rrr/r /r//r / r // r "//�r. r ' , rr' rr /, /// ,'/' ,r / ///r / / ,/' ,,/ // //� /r/ljr, //r/ / ,/°, — C'�� _ — a _—__` _ \ \• `�\ \\ 452y_6 SWMA-TO E�/ T A(RCHPJSE(TENT�o/ 1)o oL/ 00 0° o ° A�T 4ROW ° — 0 b JL — • WT o / ° / / a / r / / 9 / / /' r / r y 450 BARRACUDA /OP^ — — — — — — Z SYSTEM 8' DIAMETER /a / /// / v� \ \ \ \ \\ \\ \ \ J � W \ \ vvLs) N\ \ y r \ \ \ \ . co \ \ w Q LL / 0 co LLJ 1 // / I 11 11 1 1 1 I / /l l I I 1• I l / l �// ` ° °\ / ,' l\ \ \\ \\ \\ `\l<\ \ U �\\ \ \ \ \ \ 1 1 1 I 3 OPQ.\�� \ \ \ \ \ \ \ \ Ate Ivu� \/ \ \ \ / or iz �0 Q r 1 1 , i \ / __/ ^ / \ 1 1 11 11 11 \ \ \\ \ • • '\.\ \ Ya \e \ 1� 1 I I - I I / \ \ — - O$3 ' GG/. JOB NO. � 47036 — — — — — — SCALE V=20' • SHEET NO. KEY PLAN 0' , ' '40' C5.0 L OLD LYNCHBURG F40AD ST4tE ROUTE 6 1 6 / I 1 \ I �TH o M/ (VARYING RWI TH \\ w —-------- / / 36"cup W/ENO SEC-IONiL INV.(IN)=442.\15 \\ I I I 11 \ \ \\\ \\\ \\ \ \` \� \\ \ _ \ \ \ \ s bran D. Cichocki Z _ — — — — — isc. No. 53741 � GP .' _ / \ LENGTH:'11" \WIDTH 1: �/5' - GP / / / - / ' / \ SCALE 1"=20' IONAL / — — WIgTH2:10.5'\\�� If If HP-----OHP ----OHS--- HP—-�—OHP—�-OH/ RIPRAPCLASSII \ e 1— -// '/ /'- / � '// '' �P ,,-' GB ` 0 20' 40' SWM B - STORMTECH ARCH PIPE DETENTION - ' SYSTEM WITH ISOLATOR j? W \ / 'ADS P-FLO PI TER / / / OH / / / / , , - ' ' , - ' ' — — KEY PLAN = — pt,¢ N o O.H.�LECTRCTELE / _ - -�ELFc / TV 0 / / / / / / / / / A�VAGE - - - ' _ - i _ - E L/N_ES__--- /' 23 / ' ' / ' ' _ - - -- w ',�.�a'— °.. 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I II 1 I I I I I ^ / I I / / / / • DESIGNED BY \ \" \ . ly — 'b�— D --_ —_ \\\ \ // 1 I I I" / l I I I I I Q � / // / • CGAYNER \ \ ` \ _ - _ - tq - \ \ I ,aJ' / I I I I 1 I I / / • CHECKED BY 1 \ \ • ° \ \ \� \ �` _ _ \ 21 �M/ • B. CICHOCKI \_"_ \ \ ` / \ \ \ \ \� \\ \ \ \ \ \` \ \ ( — D� _ - - - _ _ - _ _ \ \ \ / 1 1 1 I \ I \ '�° ` /\ \ I I I I I I / / / !1 • • SCALE I I I I I // // // / • 1"=20' cn \ \. CL 06 cow 4s \ \ \ \ \ \ \ \ \ \ SA / \ \\ \\\ I I ^ I SAN \ \ \ SAN ` \ ` \\ \\ \\ \ \ \ ' co 63 Ti W sr \ w N \ Ld ORLLJ � - - - - ' '2 —\— — _ _ a� m Q \a \a \ I Rpqt) _ \ a \ 06 vv 00 HORIZONRO D - - - — 1POSED 61' V OT — O if 4. _ \ • \I\ \ \ 1' \ I I I I / / I — — \ / / JOB NO. 47036 I11 , II ; ;, I II I r i ; -- I , , , / , , SHEET NO. 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Cichocki 'Z \ t \ \ --� O ri I -------------- OLD Isc. No. 53741 LYNCHBURG ROAD \ \ \\ \ \ \� \ \\ \ \ \\ \ \ \\ \` \\ / \ \ \ 7 \ \ \ \ \ 1 \ \STATE ROUTE 631 \ \ \ - 1' \ ---\- I \ — \ \ \ \ \ (VARYING �2/V1/ WIDTH \ ` \ \ \ _ \ \ \ \ j \-- — -- — ---- ---- - - -S Gti \ \ I \ \ \ \ \ \ \ \---------------- ------------------- \--------- ___ ________1 ________ \ \ \ -------------- \ \ \ \ i mot_ '— '/ ' ' I 'OHT_—� — / _pMi=, // L _ —LOU—— - _ �OHT�\ _ — — ' J \ _ — \/ — _ 1 1 1 (/ v \ \ — — — — — — — _ _ — _ — G� > E —'-- 6H� T OHP� _ — _ — _ _ _ —= �� / ' ' / JGP -P 77 / __ �ww3 _- --- - - - --' - O.H. ECiR T' - -- - - -�� p - J a� GP _ - oLL ° \ _�dater /— / % da. i 1 d _' i / d i% r y. ° .. i y,. i i i _ _ l Q J V 00 Z / Uvi " .. 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CICHOCKI I I I Z // / / / 1 / 1 / / / "� � � I � / / / / / � � • • SCALE AK -` / / I b/ a /'/ I/ I I I / I v,l / /y /I I � � / � • 1"=20' cn \ \\ 1 I I I I IZ a I \ All \ SAN \ \ _\ \. \ \ \ \ 48 \ \ \ \ 1 \ y \ 1 \ T \ \ \ D WbOD R 'AD b^\ \\ \ � \ \ �` \ a� ` N \ \ \ \ I a \ U a \ \ \ \ \ \ \ \ \ \\\ \\ > w Ld Q Q Z �cbv \ I I / / / \ \ 2: LL \ \ \ \ \ 2 / / / / ' I \ \ \ \ \ O Lu / 06 48Yc / 1 \\ `\ \ 48 / / \ \ \ \ O Z Q 488 \ e 49 R Q O ON R BAN / \ _ _ HORIZON RO D / r - / W — — — — — — — — — — — — — — — ILI 1 °/ / / / \ �3 _-------_ JOB NO. SCALE I"=20' 47036 SHEET NO. KEY PLAN — — — 20' 40' C5.2 L B/SCUITRUN / \ \ / / ' ■ / \ I / / / / / /// ■ / CENTERd /NE , o NOTE: L EXCEED 2:1 IN ANY LOCATION. "0 BUFFER / / / i \ ■I - , , F 110 GP UGP I i �\ / / GP irryan D. Cichocki Z lie. No. 53741 OHP- OHP- /- OHP-= - - ObfP- /0,4f��/N I / / , I SSI NAL �G . / I ' // ' / ' �' / /� t� I .TV° F_ E;000, EX24/HDPEAPP70XLOC -- CA I // /, ' / O. I �/ / i / / � / ° GNU \� .I�� A "gR`(pR� °°v b^� t� ' ' / / ' i - - 450.52' d > N N a / \ Z F i V V / °, T FEidA EFFECTIVE / / / / / / / / / ' • ZONEAo ' ' _ - - - GND � RLOODPLA/N / / / / _ / 0 0 / / // / // , / , \\\ o GNp \ \ \ \ \ / i 2' 9 35' / 100YR FLOODP / / , r / _ \ \ / �� ' / - - - 450 10' 450 41' 0 70' 1 ° � = Q ry O 2 LA/N PER ° , ° ° I / / / / LOMR CASE NO. 21-03-0029Po ° / ~ 1 ui V1 � (UNDER REV/EVIlj , / ° / / / / / / / '�~+ - ' \ \ \ \ \ FFE 439.55' FFE�350.05' FFE=450.75' FFE=450.95' FFE=451.25'o "v° ry W O p 6 / / , / / \ o \ \ FFE=449.35 FFE=449.75' FF �51f44' o w U 00 / H 0 / 500YR FLOODPLA/N PEAR ° 4\4aR\ LQMR° CASE , a46.\ -4-5O0' .h9-5- --Gr RE °NDp-• - -d- - GND T _ Q ddN pNw(UNDERVIEW) ° � ° 100YRfLOODWGND GNDoAp` GWGND 4b1zs 3)LOMRN9P d Q\ 1.0 ICASEO21-03-CJP'D\ lGND g5p.6g' 075' 45Ogg (UNDER REVIEW) �o /0° ° D 45125' G 0 950'9.76' � OTSIGHT TC OCL 0 0 Y 450.4550.95' 452. 0 o ° DISTAN D 51.84' _ o ° EA EM 1.0' _ o ° �q° o �TC ° /o 38, w Q' ° *°/ NaQO \ \ \ TC �n- �/o MANAGED 0000 °°/ a ' \ \ SANSTEEP SLOPES o 51. ° TYPICAL) �o=>- 1/1D8/A2TE0 21 o o O° 5 >,°o o o ° /i- . \ 4 o DRAWN BY / 4#po / o o / / '43/7.70' / o / o o .) 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IAIR 3 STAIR STR�64" STAIR @ 5.92"� FFE=466.64' 6.9FE=4.24' 6.6=4161.o oo 5 GND\ " y2 TAIU\ROz ° /o 446.sP I 5.6�" FFF=46F o o FEE F TR2 ° //o O/ - GND STiIRS 6e ° @33" a4_ _ 4 • IL W 4J1--1 - - - - �� / 5 // r'� /�/// ,/ ,/ // / ,/ / T4 / O �\ - /�` 1 II I I I I �� / SIRS \ I I 6 o 2.19/4T.900. -0 .1 / GND GN48D' ° 1 \/ o GNU "1\-I I > 14L61. .63'GND 47.06' STAI S° / I 9 / / - - _ O\ 6.34.; /l / / // / // , rr / / / / / , 447.1 $' 6 447.05' i \ \ \ / / 4gi�5' / � � � I 1 FFE=458.39 � \ STAIRS - _ 45 / I \ \ 1 1 1 1 I 1 \ I / (n /cP°j / ✓ / / /r ' / / r r / / / / / r OP` �aa7v5'G61Q /TC � / / 'fi GND FFE=457.74' 456 - / \ \ \ \ \ 1 1 \ \ ` \ / W Q rn\ \ \ a.. 456, / / \ \ vv ` \ \ J /� a / / // / / / / • / / / / TC / TC P @ 6.19" Q .03' / 448.1 9 h FFE=457.74' e, / / vv \ \ J % to _ _ - - < 455.f1 ' _ - - - / / \ \ ` \v.. \v'. ` \ \ \ -i Z 1.86% /�II�� < V TAITIP IR q - _ \ ui '6.290 G jp FE-4q.98' 44 .6 ' / I I _ G/' 1 1 1 LP � 4�5.00' / / I � � ° �, - _ - \ \ � \ \ \ \ � \ 1 1 \ OU LQ 44171 /I- / 1 \ 1 1 I I 44.46' I 1FFE=455.69' - _ Q @ 6.38" 443. 0' I / FF�STAIR' V 11 I 1\ \\ \\ \\ 1 O \ \ \ \ \ \ a 13. \ . 1 \ 44J.80' / @ 6.50" quo + \\ \ 44300' \ 1 \ /' FFE=454.19 GNQ 1 1 1 6STAR 443.40' 11 y \ @ 6+j4742" \ \ \ \oe\ \ \ \ \ / \ FFE=gq54.09' 1.63' I / 0� \�� \\6 STAIR vn�\tiQ6' 7211 JOB NO. I / / / / /� \ \ --_ �\ 47036 v /1 \ - - �CALE 1"=20' 45 /__- I I I I 1 1 1 \ \ \ .\•; '1, .'� \ \ \ SHEET NO. KEY PLAN 0' ,'40C5.3 L OLD LY - 1 - - NCHBURG F4OAD // o i i / I -/ ST4tE ROUTE 6 1 6 ' / 1 \ �TH o ---- ----- / \ l f / I EP / 1 ,' / , _1\ (VARYING R/V1/ WI TH \\ W - - - - - - - - - / / 36" CMP W/ENO SEC�-ION i L - \ \ \ INV.(IN)=442.\15 \\ I I I 11 \ \ \\\ \\\ \\ \ \` \� \\ � / _ \ \ \ \ s bran D. Cichocki Z _ - - - - - \ 1 \ \ - - r isc. No. 53741 � j GP SCALE 1"=20' SIONAL GP OHP= - HP- - - OHP-� - - - OHP- - - -` A I - / -/ /- ' �- P� / / '- � � ' ' � � � GB � � �\ � 0 2'' 40' ^ -oH / / - o�iP-_ i KEY PLAN = - ' - -OH,6 o 445 _ TELE i��ULT i ^ c fLECTRCTELE. / _ / / / / A�VAGE _ _ _ _ _ _ _ _ _ - E / L/NES_-'�// G .53' �1 / / / / // // / / / / - _ - / - w v- QUM O 3 444\ 0 447 V48O 462 445 6i N ry a c9 Lu .. zf f ox U ND � ai LL p In / 450.52' o h / 3, / / / // / / / / / / / / �S vry Z 2 ° - _ _ GND l l l / i i / / /' / /' ' / / / ' / / _ c rn H ND - 450.6 ' _ / / .17' / / / / / / / / ^ / / / / / / /' ' i 472.99' / / /4 �^ ry w GND GND fl / / / / y. / / / / i w asoAu , - ' 450.41' 450.70' ' 4 1.00' - - - - - - - � / M / �' � a m ' ' ' �D / ' /` ' / �� -NEW LEAF DRIVE ' a o - GND G / / / / / / / / / P / a / / / R/ / / / y, v 451.42' / / / / o w 2 b a I 2 / W /� / �W //�W� E�7-450.05' FFE=450.75' FFE=450.95' FFE=451.25' o GND / / / / ' / / ' U 40 FFE=45644' ° _ 454.33 GN 454.89' tq /-' / 46� / / / / / ' O W GND / / / Q�° / ' / TC FFE=474.04' / ' / ' _ d Q /p / 46 / GND / 470.50' .FFE=472.98' ,a• a7a.6z' o O 4411' / / ' / I/, FFE=473. TC /s o FFE=474.04''I / O / 470.27' / 90' / - - - 457.06 2 / STAIRSO / �/ � o gN6 _ FFF=453:9 I GPID / / , 472.79' / I FFE=474:05' 2 GND _ GND GND GND - - 451.09' _ - - FE=45 I 1 / / 6 ,1.73' / ' GtdD / / • FFE=473.00'/ / // / / ' 45 . / / / / / / / p •y �5, GND _ 450.75' _ - - 451.25' R - _ - _ _ / 1 I tQ`,ND b / / 69.30' ID 450.95" GND 450.98; GND _ _ - FFE=454.54' I �o I #E-472.10' / / N GND' 450.75' _ ND 451.25' _ GND _ _ _ - - - FE=456. "�%1 j0. I I I b'/ / //461.52'rh I 469.26'/ / / / / / o / / ' W W ry N ' 450.45' 450.95' - > - / 2 / / = a N T 452.22' _ _ 459.3 +� GND 0 / ST IRS 6 �" / / 1' FFE=473.50' 3 FS474.35' GND 51.84' _ - - _ FE=45 . 4' LP 1 I l GND / 471.16' / FFE-473.50' ' '1 FFE-474.34' / / / U p N S1.40' _ - _ GND �< 489 / / 5 S AIRS 41" / 1 / 74° a r\ TC 45&95' / 0 / I / GN / ! q •4N 5 / / STAIR 7" / / / / z 46 .72' W �/ 46 34' / o o _°� o • LP GND _ - - - _ FFE=4 .65' - - 1 / - 1 1 FFE= 2.12' / / / 452.75' GND - - b / ND / / / / 1 / 46'1�51' �O / • FE=473.50'/@ I / / / / / i FFE�74,35� • / DATE 45168' 453.97' / I S I I b O I / b / / / / _ 45433'- - \ 2.08' / I w 1 I GND f /\ > � � 46 54' I I / I � V �: / 45q.55' GND _ FFE=41 .44' S% / W I d' 11' I I I / GNP 9° ° / / / V. 111812021 - / I P FFE-473.98� '3 / FFE=474� U _GND79' _ - - - _ FFE=4 0.25 POry / O I I r 471 70' I� / / j o /7 I / > SAN S GND �� ^ �' y / o / DRAWN BY \ 1 M FFE=474.06' FFE=474.74' / S- - 455.75' 456.75', Z 5 S AIRS 6.53" �N D / 5NB _ �.. - - - - - / I I 1 �D I@ \ I / �\ / O/ / / RE=474.75' 456.85' ND / / I 1 I I 462.001 I FFL=472.60' 469 ` I I $LAIRS �7 co/ / / / C. GAYNER I / • FFE-474.00' / I/ / 457.75' _ / i 'gyp 1 I ND I I / I / 1 • DESIGNED BY \` \ \ _ _ 45 . N - - _ - _ - _ _ GND -GND - - I Z ° 1 462.001 I I N I W / GNp I FFEF474.50' I 4�° / . / FFE 475.25' ' \ \ \ - - _ _ ° ° - - 457.7T 458.59'� - _ - / I 1 0 / • C. GAYNER 1I I 47 50' 3 • - / \ � ` _ _ � � 1 I I 12' FFE-474.49' 'b� � � � � I I I / F I I Q 'i� FE=475.24' / \ _ - - _ _ ,1• h GND ` ` I W FFE=475.2 CHECKED BY ° °� 458`65` GND ` ` I I I 1 I FFEL473.18' :GN I I // I STAIRS (� R" I I I / / ' ° �/ 6' • D 1 7 - 74.50 TT 11 N S I AIRS @ 6.77" 4 0. 6' I // / // • FFEr4 I I I I W 7 p. • • B. CICHOCKI ri 'O \ \ \\ ` \` ` ` l 4j'•' 1, �° \ 459.46" 460.25' f 1 ` /\ 4GNU 3 00' I GJ / / i • SCALE TC \ 1 GN �� \ ` / a I I °o / 1 b' 462.96' 4G2.5'1' % ` \ \ \ \ I F�E=474.99' n�0 I I / FFE= 6.14' F�E=475.00' AND ` /GND ` ` \TC \ - �h A - ,1` ` \ \ \ \ \ \ I STAIRS @�6" i I �aa FFE j176.14' FFE=476.16' • 1,.=20' B---� l`� _ \ \ a 1 16'• _ _ - - -----0. _-- -_ „08 T \ 1 \ FFE-473.64' UN 451.551 ` \ \ ` � ` ` ` � � h 0 � \ 'GND \ • F\FE=475.0 I D I • \ �\ \ ° - _ - \ 462. T 463.1 ' M. 3' \GND \ \ I I Z HP 1 4 5' '8ND 43'_ _ GND , . . ` \ \ / 0 \ \ 0°I°� N 1 G< D 5 ST. IRS @ 5" Tn\ \ a7oso'\ \ \ \ \ STAIRS 17" GND \ \ \ \ ND FE=479,00' I I i N \ \ I I 1 - @FF1 IIEP = ..\i�o •_ �71.02'\ \ \ \ \\ \ \ \ \ FE�7 \ \ \ \ \\ 9 \ \ E\ =476.54' 3 STAIR 2 STAI C E=476.55' R I45\-Gpl4637 5.92" @5. 5515 E=461.24' STAI I 1� 4 06 @666Y 47 46144FE=46 TgL_ 455.TF 45 4547 5SR \ \ \ \ l 456.�5' ��iNp ` ` u TC 465. $A� I \ \ \ T \ \ \ \ \ \ \ I A O 462�' I /\ SAN GND GN \ \ \ \ \ a7 \ � .38' ` D o p� TC b Co I I / � TC fir° I v `O � a, \ \ ° / G• \ b \ /\ \ \ AN r4632 z�TAl 57!14' 45816' _ ' . - 9.48' / 46 .O6' D • > a. / ° / ° / ^ _ FFE=�6T.1A' _ \ � � \459.1$ � � � � • � O • / / \ \ \ \ \ \ � \ \ \ V / 45915• / \46' .10.15 I I I FFE=46T.ba' - Z�TAiR ND - ?_ i9c� \ \ 60.15' qsi - -o O� �o \\ ° �7�0 \\\ 970 \?9�0 \ °\ \� \ \ \ \� \ • \ ` \ �� GND STAIR _ \ \ •S `/ 1 1 I I 1 I - 462.05' GND GND ` _ -GND-' Q -7 SiTAIR 6$ IGND 463.15' 46 .46' GND I I ` \ ` \ / - q 62.05' GND 4p' - - 465.35' QQ GND \ \ 1 1 \ \ \ _ / - _ @ 6.62 66 14 464.25' GND - - AND gg�ys b6 C1ND 4�'2.06' \ GILD \ \ co i rn Q \ \\ _ r - ¢ _ s 1 463.15' 465.35' / / / I Gt1D GND \ \GND \ \ 5" a V \ 1 \ E \ / 463.82' n. `-FFE=70.84' \ 466.45' 6ND 47075' \ 473.05' 474.2ffi' / _ 1 / GtfD 76.25' \ GND 0 W \ AS \ \ \ \ y\ \ \ \ / - � � - � - - / 467.55' 7 � 472.b5' \ GND GND \ 475.25' � \ \ \ \ D� � W 4�0.75' 474.25' GND. \ GEJD 4 7.71' Lr- Z \ \ \ \8 / - I I 475.25 \ 476�5' \ GN D� Q \ \ \ \ 464.4fi /' / / \ \ \ Q \ \ \ \ \ \ W N\ \ Lu 5S�AlR `vrSTAIR _--- '/ �? --\-- \ ---- -\ ` \ \ \ \ R�2pM / 465.1 @ 6.36" 5 STAIR 5 STAIR 13�• - - > - b 1� Q \a \a \ IROq I - - - - - _ _ FFE=472.69' @ 6.46" @��r - STAIR @ 6.24" / 5 STAIR �4 6 STAIR ` \ \ \ \ 5 / / 465.93' FFE=474.94' @ 6.36° ; / 6 STAIR \ \ \ \ ` I!$LL FFE=477.14' 6.34" ) 6.52" \ 6 STAIR STAIR ` _ _ @ `'/ FFE----@482.798, \ 6 STAIR \ 6 STAS\I $ R \ 6 FFE=478.25' p @ @ 6.56" @ y��w \ 6 STAIRS � � � 0 \ \ \ \ \ \ I I - q /FFE=481.46' FE=485.94' FF'E=4@86.95' �@ 6.yo� 86. (n LL] FFE=484.97' 5�70„ ` V ' \ 466.75_ FRE=483.77' \ - \ \ _ FFE=488.a0' \r 1 1\ wire 472.0S p'> 4) 4 \ _ - _ _ _ - 46�.89' \ 470.9T " 5'� \ \ _ 474. / 47 .38' ` ` > a 484 GND a_ - - - 4.11'_ .96' - C) 483.6T - - vv co 17 / HOR/ZONROD \v 1\ I 1\ \ \ \ \\\\ \\ \ °\\, _oa \ \\ oSEO 61' V OTR/W /--- /// 484.89' 485. COT 4. \ • \I\ \ \ 1' JOB NO. -\\�� \ Jam\ �\ j \\T1\ \ \, �1 I '1 I I I I _ ' I J --- 47036 \ \ \\\ / / /\\ \� \\ T\ \\ \ \ \ \I I11 ' II 1 I/ / I III 11 r i-• I �/ II I / // / / SHEET NO. I - - - - - ' NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. C5 4 L I I r l I I I I I I I I I I I I I _____ ____________ ____________ ______ I I 1 41 1 I I NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. --------t-- �- F-----f----------- ��----------- I�------------------ \------- \------------------II--------II--------r-----------I------------------- 1 I I 1 I I_ 1_ 1 1 I \ --------- ---- - I I I I \ I , I ; I 1 ' ' ` 1 \ \ I I I \r----------------`---------- - \--------- \ --- I 1 \ ` 1 , I I I I 1 1 I I I I 1 , 1 \ \ , \ ' ;\ - = = = I 1 \ \ a--------------------------------t-----------�-- 1 I I 1 I 1 , 1 \ \ \ I C I I \ \ /C - - - ----------------------�--------- I----------- a \ c� \ - L 1 ---Y ---- ----I ----- ----\------------------------------- 1 1 t- - a \ \ \ �----------------------------------------------------\----------------------------------------------- �------------ \ � \ c) 1� an D. Cichocki 'Z \ \ \ \ \ 1 \ \ '\ '\ 1 � Isc. No. 53741 N. \\ \\ \\ \\ \ I \ \ OLD LYNCHBURG ROAD \ \ \\ \ \ \\ \ \\ \\ \ \\ \ \ \\ \\ \\ / \ \ \ 7 y \\ \ \ \\ 1\ \ \STATE ROUTE 631 \ \ \\ \\ \ \ \\ \\ \ \ \\ \� \\ ---- \� \ / �O /&�2{ \ - (VARYING �2/V1/ WIDTH \ \ \ _ \ \ \ \ \---------------------------------------------> ----------------------- s G \ \ - - - ;------- ----- `- -- \------------------------ \ \ \ EP \ \ \ \ \ \ - ---- \ \ \ SIONAL \ , _\ \ r\ \ t� N. \ \ /------------- N. -- = -OH T---T IHT� '/ / i 1 \ \ I �\ T-\---- \� ~ \ \\\` \ \ \ \ �\ �o i mot_�__ _'/ /�O_HT_-� -/ _-oHf ,// L_OdT--_�OHT�\ _--' i J _ \/ '- 1 1 1 (/ v\ \ --------_-- - G> E _' -- OHS T - �� OHP- _ - _ -= �� i / JGP _ - _ I _\ I // I - - _ ` - _ _ - - W v E _ _ - _ - __ --' TELEYW-UULT// _ '-_--- _ _ -- x _ -��_ _ y '� l \- --'\ / H-W OH ECiR T - - -°�- _ _ -' / J a\� GP - - _ oLL °. A ' Lu ax Lu a Al2 / / / / G fc / /T / / --- , / �o - - _ _ _ _ __--- ---- Lnv>� O w / / / / x v ry Z Z / / 7a24' 47.16' __ TC /D 74. 1' / / // // / /- _ _' / / OH7' 8 / /- OF --- $ry O 00 I 267 -NEW LEAF DRIVE / / / / / / / / / / / / / , / / HT� / ^ , U -W, // // // / / /�/ co �/' /,� // OF \ /// O N / / / // / / / /�/ v /,/ // / a -�� - _ O gw /T / b / / 474.61' / / �HT� 1.85' / 1/ / GND GND I 471150' I .FFE,2,8 �. / FFE=474.04' 472.6' FFE=474.04' ' ' ' ' ' ' 0 / FFE=473. / / _ ' / / / 470.27' I'„ � TC � 'I / / � / / - � / � ' ' ' w rV ^1 STAIRS / / s�% /' / ' / / ' - _ /' > w ry 472.79' / I FFE=474:05' S/ / / / / / / � F N \ FE=473.00'/'/_ /,W'/' ' ' / ' QGND FFE=473.50' :320 / FB474.35' I / / ' J / / / ' / / i % _ _ /471.16' / FFE=473.50' ' '% FFE=474.34' / / ' / / ' 75. 5'/DATE STAIRS@ I7" / / / / o / / FFE=474.3�111812021 =473.50j I / / / / .1lb / , / `, , J ', / / ' ' / ' _ - / P a _ _ - - _ - - O DRAWN BY / GNP I FFE=473.98/ �90 ° / ' / FFE=474 4'' I / ' � / � / / / ' ' ' ' / / / ' / � /' .g�' C. GAYNER / _ • DESIGNED BY I ^M I I FFE=474.Ob' FFE=474.74' I / ' / ' ' � / ' Z/ o / ' I f�E=474.75' / ' / ' , ' ° / ° / / ' / ' ' - / C. GAYNER I • FFE=174.00' J� r\� / / / / / / / / _ / / / ' _ rn / / STAIRS t7D 7�/ ' // / / ' /' / / • CHECKED BY 47 60' FFEi=474.50' I ,34b /� . / FFE=475.25' I / / / / / I / / / / ' / . 1. / / / r / / , / / / • ITAIRS b r / / / / • B. CICHOCKI I 12 FFEF474.49' I I Q `%�7° FE=475.24' / / / / 11 / / / / / / I W FFE=475.26' I I Z // / ,7 '1 1 I / , ,� q I I / / / ' / > • • SCALE / / • FFE�474.50' I I W / / I / ro I p/ `r // I I I I / /° I I a� / // / • 1"=20' / I / \ \ 473.00' FILE=474.99' 0� 1 \ I I I FkE=475.00' 3 Z I)/ FFE=4r76.14' \ \ I STAIRS @I6" 1 I i I I ao FFE�176.14' I FFF-/476.16' a \ I I / O °° / / / • -'GND \ RFE=475.0 ' I 1 \ I I D I 1 I I 1 / I C I / / / • J \ \ I I I I I Z HIP OD \ I • \ STAIRS h" \ o \ ND FFE=475,00' \ \ I 1 1 / I /FFE=476.56' _ ` \ \ \ \ I I \ \ \ \ \ \ \\ 1 1 LI I I \ \\ \\ \\ I I I I 1 I I 1\ \ IL cb \ \ \ \ \ \ \ Fk=475.00 \ \ Q.i4% I 1 FFE=476.54' II I \ \ 47 \ FFE=475.00' c 1 °lo OFE=476.55' \ \ \ \ \ \ \ \ \ 9`\ ,b 1 \ \\ \\ \\ \\ \ \\ \ 4�'S. 8' \\ \ \ I TC 9.23' \ \ \ \ \ I 47 32' \\\ SAN x co L U Q 4 \\ \ \ \I o Oho �Oo \o \\ \o OS \\ W a2 \\ \ \\ 1 1 / / yc I I \\ \\ crop\ \\ O \ \ \ \ \Ld J \ / / / I / i ` \ \ \ \ J Z UND 4 G06 \ GtLD \ \ \ W C Q 83 - - - \ 1 I I // /1 / \ \ \ \ CC / 470 75'p 473.05 G\N C - _ - \ \ 1 I I I / / 1 \ \ \ 474.26' \I \ \\\ \ ' W GIfD G GND \ \GND \ N. 476.25 \ \ GND \ 0 - \ \\ 4�0.75 472.�15' \ GND 474.25'\ GND. \ GAD \ 4ZZ7.71' b� ZO ///°, \I \\473.05' \ N. 476�5' \ GND p \ \ \ 475.25\ N. \ \ \ \ 477.70 `� \ / I I \ \ \ W / \ \ \ ` \ I 1 / / 0 6STAIR \\ \ \ \\ \\ 5 \ I 4834 d4 // c // / i \\\ \\ ,\ \ w 6 STAIR 6 $$„ 6 STAIR 6 STAIR \ \ 6 STAVR 48 \ I Y '^ \ 4 / �° \ \ \ \ V/ z J @ 6.52 FFE@482.79' 6.56"\ @ G 78" 6STAIR - \ - - \ 8 / / \ \\ N. \ O FFE�81.46' @ 5.70" \ 6STAIR FFE=483.77' FFE=484.97' Q 6.84" \ \ 4 6.3 ' \ / 4$6 \ f\FE=485,94' FF'E=486.95' \@ 6.4\8� 9 ° 488 / ' \ \ ui 477.9T _ 479A6' - - - 480.17 '> - p i - ' ° r GND 4.11' 48. 48 .41' /-- 483.6T 488.60' , / / I I I HORIZONRO D TG- _ / IN I 1 \ P POSED61'V OTR/W - - - -'' /' - T 485.34' _ I \I \ \\ \\\\/ \ N. i 484.89' _-_ _ ILI -j JOB NO. -� _ _ _ - - - - - - - - SCALE 1"=20' - - SHEET No. ' C5.5 KEY PLAN --�--- 20' 40' L PROJECT INFORMATION ENGINEERED JIM CLARK PRODUCT 24D-463-0124 MANAGER: JAMES.CLARK@AADSPIPE.COM MICHAEL GREEN ADS SALES REP: 3D4-240-OD82 MICHAEL.GREEN®ADS-PIPE.COM PROJECT NO: S244525 Advanced Drainage Systems, Inc. SOUTHWOOD BLOCKS 9-11 CHARLOTTESVILLE, VA MC-7200 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MC-7200. 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS THE STRUCTURAL BACKFILL AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 560 LBS/INAN. THE ASC IS DEFINED IN SECTION 8.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73" F 12Y C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY REGISTERED PROFESSIONAL ENGINEER • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. 11,410 "TOD 442.5D 442AD 442AD "ZOD 441.OD 440.OD 437.45 436.92 435.19 435.19 435.OD 434.OD 432.25 24' ISOLATOR ROW 24' BOTTOM CONNE BOTTOM OF MC-72C UNDERDRAIN INVEF BOTTOM OF STONE SiteASSIST" SiteASSIST �■ �■ f of " a Q FOR STORMTECH FOR STORMTECH a'Z INSTRUCTIONS, INSTRUCTIONS, �-, Q 1I'}'n D. Cichocki DOWNLOAD THE • DOWNLOAD THE H INSTALLATION APP a INSTALLATION APP Q 1a0. No. 53741 IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-7200 CHAMBER SYSTEM 1. STORMTECH MC-7200 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-72DO CONSTRUCTION GUIDE'. 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9. STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE. STONE DEPTHS SHOULD NEVER DIFFER BY MORE THAN IT (300 mm) BETWEEN ADJACENT CHAMBER ROWS. 10. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 11. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 12. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-72DO CONSTRUCTION GUIDE'. 2. THE USE OF EQUIPMENT OVER MC-7200 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". 3. FULL 36" (9W mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. - SWM A NOTES • • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. AND DESIGN COUPLE ADDITIONAL DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE G CONSTRAINTS IT MAY BE NECESSARY TO CUT AND CO PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. 0 CHAMBERS 0 END CAPS • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY VOLUME (CF) (PERIMETER STONE INCLUDED) 135.00 • BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON THE SLOPE'S INTEGRITY. (ft) • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE DNS - SWM A ACHIEVED ON SITE. WITH 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER I SOLID OUTSIDE PERIMETER STONE) PLACE MINIMUM 17.5' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 18" PARTIAL CUT END CAP, PART# MC72001EPP18T OR MC72DOIEPP18TW TYP OF ALL MC-720018' TOP CONNECTIONS 18' X 18" ADS N-12 TOP MANIFOLD INVERT 29.36" ABOVE CHAMBER BASE (SEE NOTES) PROPOSED STRUCTURE W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 5.5 CFS (DESIGN BY ENGINEER / PROVIDED BY OTHERS) INSTALL FLAMP ON 24" ACCESS PIPE PART# MC720024RAMP (TYP 2 PLACES) ISOLATOR ROW PLUS (SEE DETAIL) INSPECTION PORT 5 I-- 13.18' 32.50 24" ADS N-12 BOTTOM CONNECTION INVERT 2.26" ABOVE CHAMBER BASE STRUCTURE PER PLAN W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 18 CFS (DESIGN BY ENGINEER / PROVIDED BY OTHERS) 24" PARTAL CUT END CAP,PART# MC72001EPP24B OR MC72001EPP24BW TYP OF ALL MC-7200 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS 0 U °a Piz ® s g € � U E � I1' W y � o SBAB E N �G rt0+ E n W of ZE s W 6 8 m Op CK o� r g pl b x u 13 m� !\ 0 gg"o 5 3 SHEET 1 OF SOUTHWOOD BLOCKS 9-11 CHARLOTTESVILLE, VA MC-3500 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MC3500. 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-1 Sa, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<l MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3)ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/I WIN. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73- F / 23- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY REGISTERED PROFESSIONAL ENGINEER. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1. STORMTECH MC35DO CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC35W CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC35DO/MC4500 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM -6' (150 MM) SPACING BETWEEN THE CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 11. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH MC3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC35DOIMC4500 CONSTRUCTION GUIDE". 2. THE USE OF EQUIPMENT OVER MC3500 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBERTIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC3500IMC4500 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE'STORMTECH MC-9500/MC4500 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT_ PROPOSED LAYOUT - SWM B NOTES 110 STORMTECH MC-3500 CHAMBERS • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. ADDITIONAL DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS IT MAY BE NECESSARY TO CUT AND COUPLE 18 STORMTECH MC3500 END CAPS • 12 STONE ABOVE (in) PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. 30 STONE BELOW (in) • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. 40 %STONE VOID • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY 22,2BB BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. ABOVE ELEVATION 418.00 THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON 430 SYSTEM PERIMETER (It)SYSTEM AREA (ET THE SLOPE'S INTEGRITY. 30 PROPOSED ELEVATIONS - SWM B 458.75 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENTIUNPAVED) 452.75 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 452.25 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 452.25 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 452.25 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 451.75 TOP OF STONE 450.75 TOP OF MC %W CHAMBER 448.67 18' TOP MANIFOLD INVERT 447.17 24" ISOLATOR ROW PLUS CONNECTION INVERT 447.15 18- BOTTOM MANIFOLD INVERT 447.D0 BOTTOM OF MC-3500 CHAMBER 446.D0 I UNDERDRAIN INVERT 444.50 1 BOTTOM OF STONE WADS N-12 DUAL WALL PERFORATED HOPE UNDERDRAIN 150.70' (SIZE TBD BY ENGINEER / SOLID 132 58' 18 11' OUTSIDE PERIMETER STONE) PLACE MINIMUM 17.5' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING 4 OUTLET STRUCTURE PER PLAN STONE AND UNDERNEATH CHAMBER MAXIMUM OUTLET FLOW 4 CFS FEET FOR SCOUR PROTECTION AT (DESIGN BY ENGINEER/ ALL CHAMBER INLET ROWS PROVIDED BY OTHERS) MC35001EPP18TW 18' PARTIAL CUT END CAP, a PART# MC35001EPP18TC OR I L 18" X ADS N-12 BOTTOM MANIFOLD TYP OF ALL MC-35W 18, TOP INVERTT 1.77" ABOVE CHAMBER BASE CONNECTIONS (SEE NOTES) I 18" PARTIAL CUT END CAP, 18" X 1 S' ADS N-12 TOP MANIFOLD I PART# MC35001EPP18BC OR INVERT 20.03" ABOVE CHAMBER BASE MC31001EPP18BW (SEE NOTES) TYP OF ALL MC 9500 18" BOTTOM CONNECTIONS PROPOSEDSTRUCTURE W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 11 CFS (DESIGN BY ENGINEER/ PROVIDED BY OTHERS) 24' PARTIAL CUT END CAP, PART# MC35001EPP24BC OR 4 MC35001EPP24BW STRUCTURE PER PLAN WIWEIR TYP OF ALL MC-3500 24" ISOR MAXIMUM INLET FLOW 11 CFS LATO BOTTOM CONNECTIONS AND ROW PLUS (24" SUMP MIN) ISOLATOR PLUS ROWS (SEE DETAIL) INSTALL FLAMP ON 24" INSPECTION ACCESS PIPE PORT PART# MC350024RAMP I 18' X 18' ADS N-12 TOP MANIFOLD (TYP 2 PLACES) INVERT 20.03" ABOVE CHAMBER BASE - (SEE NOTES) 21.60' 14.33'. 2 38AZ' W Y U -J O F- H- O V) 4 SHEET OF Z O a_ u V LU O W U) W u O U Cr W 2 a dU) UU CL DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1 "=50' T ob O J_ w U 0 0 > O LLI � Z Lu W Lu QLL Lu Q O V/ Z Q ° O ^ U W 0 0 O z O O U) L JOB NO. 47036 SHEET NO. C6.6 _ VARIABLE INLET LOCATIONS m 72' MANHOLE \ \ 24" OUTLEi PIPE 30" FRAME & COVER � \ \ \� \, I VARIABLE OUTLE 24" INLET PIPE LOCATIONS a-./- \�., " FIN ARRAY ` \ / (TYP 4 PLACES) \ \ / INTEGRATED \ \f INTERNAL WEIR TYPICAL PLAN VIEW NTS BARRACUDA SB 30" FRAME & COVER ASPHALT INSTALLATION /r TURF INSTALLATION Id/ ! � .... <YV.OV RIM INTEGRATED INTERNAL WEIR a a 124' 24' INLET PIPE 30" FRAME & COVER L? 7 - WQU+1 BARRACUDA S6 UNIT 24' OUTLET PIPE (72" MANHOLE PROVIDED BY BAYSAVER) SITE SPECIFIC PLAN VIEW NTS INTEGRATED INTERNAL WEIR 24" INLET PIPE — (24- OUTLET PIPE NOT SHOWN FOR CLARITY) ACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMS �T IT(MIN) 114.1" (43" MIN) g. e. 16.59, [199.11 85" AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEERS PLANS. PAVED D TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOILIROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER AASHTO M145' INITL4L FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOILIAGGREGATE MIXTURES, <35% FINES OR A-1, A-2-4, A-3 BEGIN COMPACTIONS AFTER 24" (6W mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24- (600 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN C ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR 12' (300 mm) MAX LIFTS TO MIN. 95% PROCTOR DENSITY FOR SUBBASE MAY BE A PART OF THE'C' LAYER. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR LAYER. AASHTO M43' PROCESSED AGGREGATE MATERIALS. 3, 357, 4, 487, 5, 58, 57, 8, 87, 88, 7, 78, 8, 89, 9, 10 6, EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M43' B FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER CLEAN, CRUSHED, ANGULAR STONE 3 4 NO COMPACTION REQUIRED. ABOVE. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE33 SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3.4 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR#4 STONE WOULD STATE: 'CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR 3. WHERE INFILTRATION SURFACES MAYBE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERLAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS / PAVEMENT LAYER (DESIGNED PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN MG-7200 END CAP SUBGRADE SOILS (SEE NOTE 3) BY SITE DESIGN ENGINEER) -•� wrt MPAWD 7.0' FltOM VEMOF3 WYOCCAIR 24" ro m'03a•MI l; 4 (2.1 m) (600 mm) MIN' MAX 12" (300 mm) MIN ��. "THIS CROSS SECTION DETAIL REPRESENTS (1524 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. DEPTH OF STONE TO BE DETERMINED �Ilr�irueaiK - BY SITE DESIGN ENGINEER 9'(230 mm)MIN ' (2540 mm) 12' (300 mm) MIN NOTES: 1. CHAMBERS SHALL MEETTHE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' CHAMBER CLASSIFICATION 60x101 2. MC-7200 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM FZ787'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING CHAMBERS SHALL HAVE INTEGRAL INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3'. • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUALTO 500 LBSIIWIN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73- F / 23" C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. � r Q d)Ld Y > U°y O J > m W ❑ Y 3 0 t3 w O F � t O O N ¢8 O O J n a Q o w = 2 F-U m W W 6lag qHn im w i N i .a a 3 m L m I L 3 m h I i jm I pNp m N �¢ a W Wo J �J_ (1) ax O , I Z SHEET 5 of 1; NC ? Y c C3 t Y O J co y O O Q 3 w U R 8 N m0 � % w j U # 0 = 9a o� w -3 Li E 15 61 8 �o d u a3 w L � N m Da fn ci o AF'k mQ =p H Q o— g= 0 S 8a® �o %o 3 a a 7 SHEET 121 OF 96" MANHOLE VARIABLE INLET T LOCATIONS 18"OUTLET PIPE \ 30' FRAME & COVER I l a a I 1 \ 18' INLET PIPE FIN ARRAY (TYP 4 PLACES) INTEGRATED \ INTERNAL WEIR VARIABLE OUTLET LOCATIONS i W TYPICAL PLAN VIEW NTS 30" FRAME & Cr'"'^^ ASPHALT INSTALL) INTEGF INTERNAL 447.27 OUTLET — — FIN A (TYP 4 PL SECTION VIEW A A 30" FRAME & CC--- WQU- BARRACUDAS5 (98" MANHOLE PROVIDE BY BAYSAVEF 1 B" OUTLET PIPE BARRACUDA SB SITE SPECIFIC PLAN VIEW NTS INTEGRATED INTERNAL WEIR 18" INLET PIPE (18- OUTLET PIPE NOT SHOWN FOR CLARITY) ��, BOWL FIN ARRAY (TYP 4 PLACES) SECTION SECTION VIEW B-B NTS ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS 18' INLET PIPE IT (MIN) 1 152.8" MIN) 134" � F r W O W t > Y O W c m W ❑ O O 0 O U R _ N N rn a F w a 3 U) Bw 23.9V € [2871ffi m m Xi gay, �o and -1 Q GO s o p R I� H m Z g� :rc 6 SHEET 1 1 OF AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOILIROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER AASHTO M145' INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOILAGGREGATE MIXTURES, <35%FINES OR A-1, A-24, A-3 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE (IT LAYER) TO 24" (600 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN C ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR SUBBASE MAY BE A PART OF THE'C' LAYER. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR LAYER. AASHTO M43' PROCESSED AGGREGATE MATERIALS. 3, 357, 4, 487, 5, 56, 57, 6, 67, 88, 7, 78, 8, 89, 9, 10 EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M43' B FROM THE FOUNDATION STONE ('A' LAYER) TO TIE'C' LAYER CLEAN, CRUSHED, ANGULAR STONE 21,4 NO COMPACTION REQUIRED. ABOVE. 'a' FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.3'3 SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3,4 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE'. 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAYBE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER'C' IS PLACED, ANY SOIL)MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 1Y AT THE SITE DESIGN ENGINEER'S DISCRETION. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL', 6' (15C MC-3500 END CAP SUBGRADE SOILS (SEE NOTE 3) 6" (150 mm) MIN I B' i 18'(450 mm) (2.4 m) I_ MIN' MAX 12" (300 mm) MIN 4W '"THIS CROSS SECTION DETAIL REPRESENTS (1143 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN 12" (300 mm) MIN NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a "STANDARD SPECIFICATION FOR POLYPROPYLENE P CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' CHAMBER CLASSIFICATION 4606 DESIGNATION SS. ) 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACrM OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBSIINAN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73- F / 23" C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. C6 C6 ? Y c t3 t Y O 3 yc i3 — J m ❑ W O O of = Q 2 o w U ¢8 O a N m o M w 0 Ii o U °pa S�q ® 0 € c u E p o � Y F rc a� E ) d L *0 m m aG o (A U $ 8 �m mil zg �m ze 20 0 :W w WOJ ¢ a= mz '3 �o mE z �a i a 8 SHEET 1 A 1 OF ov- l �j /irryan D. Cichocki Z lac. No. 53741 _A;_ rt� M E 0 o N � N C > E w a E Q LL o 3 p LL wO `mom Lu V oMo Z .-J — o co a Bo IT 30'x (U!) o¢ "=LL ❑ U)= Z 2 =v>� p w H c u' H $ ry > p w M Of V o- 00 H 0 U W O tu O 0 H ti O w F N Q \� ti Z O in DATE D 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N/A • T ob ^O1 0 ' 1 LU U990 Z J > OLu Z ' < W UJ QLL Q O cl W D Q O 0 U W 0 Z 0 0 � 0^, v JOB NO. 47036 SHEET NO. C6.7 L COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD SUMP DEPTH TBD BY CATCH BASIN SITE DESIGN ENGINEER OR MANHOLE (24" [600 mm] MIN RECOMMENDED) INSPECTION $ MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT INSTALL FLAMP ON 24" (600 mm)ACCESS PIPE PART MC720024RAMP r MC-7200 CHAMBER 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART #. MC72001EPP24B OR MC72001EPP24BW MC-7200 ISOLATOR ROW PLUS DETAIL A INSPECTION PORTS (IF PRESENT) Al. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A3. USINGA FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A5. IF SEDIMENT IS AT OR ABOVE 3. 80 mm PROCEED TO STEP 2. IF NOT PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY 11) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (00 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. STORMTECH UNDERDRAIN DETAIL STORMTECH CHAMBER UTLET MANIFOLD FOUNDATION, STONE BENEATH CHAMBERS ADS GEOSYNTHETIGS 601T NON -WOVEN GEOTEXTILE STORMTECH END CAP FOUNDATION, STONE BENEATH CHAMBERS ADS GEOSYNTHETICS 001T NON -WOVEN GEOTEXTILE ---DESIGN ENGINEER 4" (100 mm) TYP FOR SC310 8 SG-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 8 MC-4500 SYSTEMS MC -SERIES END CAP INSERTION DETAIL NTS T STORMTECH END CAP 12" (300 mm) MIN INSERTION MANIFOLD STUB MANIFOLD HEADER 12" (300 mm) MIN INSERTION NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. SECTION A -A DUAL WALL PERFORATED HDPE UNDERDRAIN SECTION B-13 NTS CONCRETE( PAVEN CONCRETE SLAB 81(150 mm) MIN THICKNE STORMTECH CHAMBER OPTIONAL INSPECTION PORT r MC-7200 END CAP ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS ^7NCRETE COLLAR NOT REQUIRED )R UNPAVED APPLICATIONS W NYLOPLAST INSPECTION PORT BODY (PART# 270SAG41PKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER 4' (100 mm) SDR 35 PIPE 4' (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS MC-7200 TECHNICAL SPECIFICATION NTS VALLEY T STIFFENING RIB t [LOWERJOI [CORRUGATION 1 79.1" 83 4" (2010 mm) (2120 mm� INSTALLED 0 ��7i� 1 I II� oil �I1 I1h`I!�ili�'ll i ►�� 111 1 •II NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 100.0" X 60.0-X 79.1" (2540 mm X 1524 mm X 2010 mm) CHAMBER STORAGE 175.9 CUBIC FEET (4.98 m-) MINIMUM INSTALLED STORAGE* 267.3 CUBIC FEET (7.56 m3) WEIGHT (NOMINAL) 2051bs. (92.9 k9) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 90.0" X 61.0" X 32.8" (22S6 mm X 1549 mm X 833 mm) END CAP STORAGE 39.5 CUBIC FEET (1.12 m-) MINIMUM INSTALLED STORAGE` 115.3 CUBIC FEET (3.26 m3) WEIGHT (NOMINAL) 901bs. (40.8 k9) � r Q Y � O J Do LU � Y 3 0 t3 w U F � E € O ¢E ��II Q o w = 2 � U # o N o a 410 lag IN ST o' � 3 WEBLU Y O -1 C U UPPER JOINT CORRUGATION m N w U W rO m CREST O O n STIFFENING 3:Of n RIB 2 o w U dF a FOOT o a 32.8" (833 mm) INSTALLED WO' (965 mm) ASSUMES 12 (305 mm) STONE ABOVE, 9 (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, ® € 12" (3D5 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. 12" (300 mm) "B" s O m 0 MIN SEPARATION PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WRH N PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH T09 3 END CAPS WITH A PREFABRICATED WELDED STUB END WITH W �_ Fm >, ° MANIFOLD HEADER MANIFOLD STUB PART # STUB B C MC72DOIEPP06T 8" (150 MM) 42.54" (1081 mm) MC72001EPPOOB - 0.SV (22 mm) MC72001EPP08T W (200 mm) 40.50" (1029 mm) MC72001EPP08B - 1.01• (28 mm) MC72001EPP10T 10"(250 mm) 38.3T (975 mm) - MC72001EPP10B - 1.33" (34 mm) MC720CIEPP12T 12"(300 mm) 35.69" (907 mm) - MC72001EPP12B - 1.55' (39 mm) MC72DOIEPP15T 15" (375 mm) 32.72" (831 mm) MC72001EPPI58 - 1.70" (43 mm) MC72001EPP18T 18' (450 mm) 29.36' (746 mm) - MC72001EPP18TW MC72001EPP18B - 1.97" (50 mm) MC72001EPP18BW MC72001EPP24T P4• (B00 mm) 23.05" (585 mm) - MC72001EPP24TW MC72001EPP24B - 2.28" (57 mm) MC72001EPP24BW MC72001EPP30BW 30' ("9mm) MC72001EPP36BW 36' (NO MM) - 3.25" (83 mm) MC720DIEPP42BW 42" (1050 MM) - 3.55" (90 mm) NOTE: ALL DIMENSIONS ARE NOMINAL 0 U) - 1. a U F y -z a JO m 9� v P r© J� 0 O _° O w Fz CUSTOM PREFABRICATED INVERTSb ARE AVAILABLE UPON REQUEST. ° INVENTORIED MANIFOLDS INCLUDED 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) € m ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-7200 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN'B' € SHEET ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. 11 1 OF COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD SUMP DEPTH TBD BY CATCH BASIN SITE DESIGN ENGINEER OR MANHOLE (24• [SW mm] MIN RECOMMENDED) INSPECTION S MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT Ins I ALL rLAMF UN z4- (WU n PART #: MG350024RAMP r MC3500 CHAMBER 24' (500 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART M MC35001EPP24BC OR MC35001EPP24BW MC-3500 ISOLATOR ROW PLUS DETAIL A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT OR ABOVE 3" 80 mm PROCEED TO STEP 2. IF NOT PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS ( ) B.I. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY 11) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45(1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. ,",....-...,,.., "ORT AC35DO END CAP �.. GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.26 (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CONCRETE COLLAR PAVEMENT CONCRETE SLAB T 8' (150 mm) MIN THICKNESS STORMTECH CHAMBER 12' (300 mm) MIN WIDTH CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS W NYLOPLAST INSPECTION PORT BODY (PART# 2708AG41PKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER "_ •0..`6 e44)yi.. 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS MC3500 TECHNICAL SPECIFICATION NTS VALLEY STIFFENING RIB CREST STIFFENING RIB 0 R JOINT CORRLKiATKN4 FOOT UPPER JOINT CORRUGATION BUILD ROW IN THIS DIRECTION b (1956 MM) 75.0" (1905 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 77.0"X45.0"X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m2) MINIMUM INSTALLED STORAGE' 175.0 CUBIC FEET (4.96 m3) WEIGHT 1341bs. (60.8 k9) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 75.0"X45.0'X22.2" (19D5 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m-) MINIMUM INSTALLED STORAGE' 45.1 CUBIC FEET (1.28 m3) WEIGHT 491bs. (22.2 k9) 'ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 8' (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH *r END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" END CAPS WITH A WELDED CROWN PLATE END WITH'C" PART # STUB B C MC35001EPP06T 6"(150 mmj 3321" (844 mm) - MC35001EPP068 - 0.86" (17 mm) MG35001EPPOST 8" (200 mmj 31.16" (791 mm) - MC35001EPP088 - 0.81"(21 mm) MC36001EPP10T 10" (250 mm) 29.04' (738 mm) - MG35001EPPIOB - 0.83" (24 mm) MC35001EPP12T 12" (300 mm) 26.36' (970 mm) - MC35001EPPI28 - 1.35(34 mm) MG36001EPP15T IV (975 mm) 23.39" (594 mm) - MC35001EPP15B - 1.50" (38 mm) MC35001EPP18TC I (450 mm) 20.03' (509 mm) - MC35DOIEPPI8TW MC35DOIEPP18BC - 1.77"(45 mm) MC35001EPP18BW MC35001EPP24TC 21• (am MM) 14.48' (388 mm) - MC350DIEPP24TW MC350DIEPP24BC - 2.06" (52 mm) MC35001EPP24BW MC35001EPP30BC 1 2.75" (70 mm) NOTE: ALL DIMENSIONS ARE NOMINAL 86.0"(2184 mm) INSTALLED 90.0" (2286 mm) ACTUALLENGTH' 222 (564 mm) INSTALLED (653 mm) :% L b7 E m m n° EG L U E m C 0 �� Ba ° P1 gg� g O mryry Tg. o W CO �� Z. mE �o as E gaa °k \ 10 SHE 12 w W � � E O 0 L U E m € o Hd U) 6 a 0 E m 0A o P N r© J mQ J- M_ � K o CUSTOM PARTIAL GUEd A INVERTS RE ~gg ' AVAILABLE UPON REEST. QU ID LD INVENTORIED MANIFOS INCLUDE v z 12-W (30D-600 mm) SIZE ON SIZE 111 AND 1548• (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC3500 WT END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES ; GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN'B' _ ARE THE HIGHEST POSSIBLE FOR SHEET THE PIPE SIZE. 1 1 OF ` i� l of /I > rryan D. Cichocki �Z lac. No. 53741 a� �711ol�1 Fvw� 91 3& m E o U M U N � N Q O > E W a E Q v- 0 3 U LL i n OleO L M d j U m W J -ui M (A N N v ¢:O x K K N LL U)Q v _ N N =v>� �� o ry 2 M a Z IO r o_ of U U) LU O U O W n z W � U O W Z Q. Coo a Q O O DL W rN N Q N O rN DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N/A J� T 06 JO T J i Q U z >O Z ' � W LLI Q 0 LL W / Z) U O U 0. V W 0 0 O O I- O L IOB NO. 47036 SHEET NO. C6.8 n r A ) C Gi ✓ 0 S'f�d r r' #Fif}.3 r _ - r - -~0•. �, &WO ' , �I 3 /10:11_� d - ' VAo' , 9` Ovd1 e �-sr J£� ' Qy 4 '3 %-�4. � �5! �4� ✓• / � � � _ �F _ ,uVN 'Y, 4� ' #"� iPraCJ � ' pS 11 r j u f II '� k A + I� �q ' '' ��`� r4� I \ � 3 J' �. r• '� i�H � � L 'r5 '�5 4p _a�' r a� 4K �°S'�:?r` . o � �d f�, Fs is .r :�✓3si ^ .. .g �,.f'�F�.'�".�.JL"A� - i' T :`'�'" � � . RAI 07 f:-��• 7 et - a#� �;8 ,''�-- � ' (y �n i�M I � � i � J+� 1� � II ' a r'' 3y+}a' ,�'� is �s , 4%' Z' J�.I nx Y .ti'` t.. 4$ 1�i� r , � 'y. :_�. 'I `rf .�� t%^�=N -,✓'� d*r •�'. " gyp$ �� . _ _S� y s� `� At 11 tr 9dS I � i� ��• '� - fj I• � . �': "--t .I `.p"'7" J .- �. .'..i � ,� Y"fir-'�' I� � '. ti- 1 , t,✓+,,, 1:;J9 4y r, c !. a ' !y _ _ G p J w, 6 � � �.a K _ j 1 13 ar � d' �.✓ a .a y 'k- d' s' T 49M. � r- � r `q`�- -• bb r4W, I - - ADS �; � _ I Te, �I t V r_ r� 9 q --_ A U . .. , -, "-".- I. ' - a.a,. :.7 r�f,y�Cj: -i ., ,.` ��4L..�. .. • '-. .. .:: �` may. r _.. : _ ` .:_ i �� - - �'•k+a- � � z-W 3 .a`S -:+� ',��-v .- �9.��',' � t &' s� - . �! � 4)��715 � :: �� m�, 40.0 in 222.0 in 210.0 in 5.5 in 176.0 in 8 15 12 13 15.0 in 12 12 45.0 in 4.0 in 24.0 in �J �24.0 in+` - L MOUNTING BRACKET 7 LAYOUT PRECAST DETAIL 6.0 in 84.0 in 72.0 in 63.0 in 49.7 in 23.8 in 15.0 in 3.0 in 12"x3E CONVEYANCE 21.0 in SECTION C-C SCALE 1:60 017.3 in 31 24.0 017.3 in in In 1. STRUCTURE WALL AND SLAB 72.0 In THICKNESSES ARE NOT TO �96.0 in SCALE. 2. CONTACT HYDRO INTERNATIONAL FOR A BOTTOM OF STRUCTURE ELEVATION PRIOR TO SETTING THE STRUCTURE 3. CONTRACTOR IS RESPONSIBLE FOR MATERIALS AND LABOR TO BRING CASTINGS TO FINISHED GRADE PROJECTION IF IN DOUBT ASK DATE: SCALE: 6/29/2021 1:60 DM WN By- CHECKED BV: APPROVED BY KS; - + - J PARTS LIST T"° UP-FLO FILTER (285R) 8ftx18.5ft 42 MODULES UFF-1 SOUTHWOOD 9 & 11 RICHMOND, VA ITEM QTY DESCRIPTION SIZE (in) 1 1 PRECAST VAULT 8 fl x 18.5 ft 2 1 UFF INLET PIPE 24 3 1 UFF OUTLET PIPE 24 5.0 in 4 42 MODULE LID 3.0 in 5 2 SUPPORT FRAME 8 1 2 COVER 30 IN 7 4 WEDGE WALL MOUNT 8 2 COVER 24 IN SECTION D-D 9 2 BYPASS HOOD SCALE 1:60 10 2 OUTLET MODULE 11 6 FOOT WALL MOUNTING BRACKET 12 30 RIBBON SUPPORT BRACKET OBTUSE 13 42 RIBBON FILTER SET 14 42 RIBBON MODULE BODY 15 12 RIBBON SUPPORT BRACKET ACUTE 16 1 MCMASTER-CARR 488OK173 17 1 MCMASTER-CARR 48925K27 18 1 FERNCO 1056-1515 & 15.2-10.6 EB Hydro International hydro-inLcom 02021 HYDRO INTERNATIONAL WEIGHT: I MATERIAL STOCKNUMBER: 1 DMWINO NO.: 21_12_2433-UFF-1 SHEET SIZE: I SHEET: Rev: B 2OF3 A A 96.0 In+ /- 84.0 in 72.0 in 49.7 in 24.0 in 24.0 in 0.0 in SECTION A -A SCALE 1:60 n RIM: 452.00+/- ft TOS: 451.00 ft WEIR: 448.14 ft INLET: 446.00 ft OUTLET: 446.00 ft PARTS LIST SUMP: 444.00 ft ITEM QTY DESCRIPTION 1 1 PRECAST VAULT 2 1 UFF INLET PIPE 3 1 UFF OUTLET PIPE 4 42 MODULE LID 5 2 SUPPORTFRAME 6 2 COVER 30 IN 7 4 WEDGE WALL MOUNT CAPACITIES: 1. Minimum performance: 80% removal. NJDEP - NJDEP Blend; NJCAT, Sil-CoSil 106 (d50 = 22 microns) at the peak treatment flow. 2. Maximum number of modules per outlet module: 38 " 3. NJDEP peak treatment flow:.033 cis 15 m per module Ribbons p ( 0 ) p 4. WA DOE peak treatment flow:.022 cis (10 gpm) per module, Ribbons ADDITIONAL DESIGN INFORMATION: 1. 'Normal operating W.S.E. is 2.14' above the outlet invert at the peak treatment flow of .033 cis (15 gpm) per module. Fora given flow the head requirement can be reduced by adding additional filters. 2. °° Treatment flows that require more modules will require a larger vault design or different arrangement. 3. Media Types Available: New Jersey - Ribbons; Elsewhere - CPZ 8 2 COVER 24 IN 9 2 BYPASS HOOD 10 2 OUTLET MODULE 11 6 FOOT WALL MOUNTING BRACKET 12 30 RIBBON SUPPORT BRACKET OBTUSE 13 42 RIBBON FILTER SET 14 42 RIBBON MODULE BODY 15 12 RIBBON SUPPORT BRACKET ACUTE 16 1 MCMASTER-CARR 4880K173 17 1 MCMASTER-CARR 48925K27 18 1 FERNCO 1056-1515 & 15.2-10.6 EB 1. STRUCTURE WALL AND SLAB THICKNESSES ARE NOT TO SCALE. 2. CONTACT HYDRO INTERNATIONAL FORA BOTTOM OF STRUCTURE ELEVATION PRIOR TO SETTING THE STRUCTURE 3. CONTRACTOR IS RESPONSIBLE FOR MATERIALS AND LABOR TO BRING CASTINGS TO FINISHED GRADE REVISION HIS. REV BY DESCRIPTION DATE B JLLS NI IE COUNT TN82021 A IKSM FIRSTRELEASE &28/2021 PROJECTION '(�§) E3 IF IN DOUBT ASK MI 6/29/2021 61 0 DMWN BY. CHECKED BY: APPROVED BY KSM TM. UP-FLO FILTER (285R) TYPE SIZE (In) Oft 18.5ft 8 fl x 18.5 ft 42 MODULES HOPE 24 UFF-1 HOPE 24 SOUTHWOOD 9 & 11 RICHMOND VA Patent: w .hydm-int.00m/Patents 30 Hydro 24 International hydro-inLcom 02021 HYDRO INTERNATIONAL 285R WeGHT: MATERIAL STOCKNUMBER: 1 DMWNO NO.: 21_12_2433-UFF-1 SHEET SIZE: SHEET: Rev: B 1 OF 3 A ov- /gryan D. Cichocki Z lac. No. 53741 AVF 0- ^� E 0 � o N � N C > E w a E Q LL o 3 p LL wO `m^ _j V oMo Z o - O M � a{n rv� d U LU u M IT U ISX U) aLU Ln Z 2 U i 0 ry > O wM LU U 00 UO O U W a O O 0 F �o W F ti Z 0 In DATE 111812021 0 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N/A • TI 11NINNI 06 0 TI J0Vl Q LU U 0 Z J > O LLJ C2 Z Q I11 g w Lu TI aILL 0 0(W 0 o Q ° 0 ^ U W 0 0 0 0 z 0 2 � 0^, v / JOB NO. 47036 SHEET NO. C6.9 L TH of � M Lo O> j/ L 0 o o �i lrryan D. Cichocki 'Z O N �..O �y N N LL7 O `� W O M W 102: MH-1 M o N Co o04 N 108: MH-1 o N r M 00 Isc. No. 53741 STA10+22.27 �MMN F �rnoN v STA13+23.31 �va0� apNMv _ + M H + F fM + N H 0 TOP430.24 ��az ��az TOP434.42 �� oo�S Oti11 INV IN426.44(103) ¢a» �¢a-O INV IN431.38(109) (5 N¢a0 � SI INV OUT426.34(101) ��? z o�Oz z INV OUT429.92(107) ��z C4 t � ONAL dV 450 450 455 455 M E 0 0 u N � N 0 > E w a E w w 3 Q a o 3 p U. 0 wO `mom j V 2 Z w - ui O rn C7 W N V d w 3O'x U) 0 oa 6=Lu 0 I-rt �= vry Z 2 =v>� O W F �� U E� > O W MLu a� 00 DETENTION IS � ~ U W Nif in vi a 0 DE O ISt - o 3 Z) iffl_ 17 4-1 N O w F N �� ¢ z t . ti O in DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY 5 • C. GAYNER • CHECKED BY 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 9+50 10+00 11+00 12+00 13+00 14+00 14+50 B. CICHOCKI STR 100 - SWM A SWM A - STR 122 SWM A - STR EX.1 • SCALE 205B: MHA 0 AS SHOWN HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: V=5 STA 10+62.36 202: MH-1 VERT SCALE: 1"=5 VERT SCALE: V=5 0 50 TOP 454.35 STA 10+24.80 PROFILE SCALE INV IN 445.94 (205C) TOP 452.86 M INV OUT 445.44 (205A) INV IN 445.10 (203) • 202: MH-1 204: MHA INV IN 445.05 (205A) 204: MHA 118: DI-3B 6 ft Throat 128: 18" Basin - Circular Grate _ n STA 10+01.14 STA 10+74.12 INV OUT 445.00 (201) STA 10+85.48 STA 10+01.73 STA 10+39.90 130: 18" Basin - Circular Grate `O o v TOP 452.86 TOP 456.80 200: ES-1 for 30 inch Pipe TOP 456.80 TOP 448.63 TOP 448.20 STA 11+18.79 °i o H_ Cb INV IN 445.10 (203) INV IN 445.96 (205) STA 10+06.64 INV IN 445.96 (205) INV IN 440.25 (123) INV IN 441.83 (129) TOP 448.90 p v O= INV IN 445.05 (205A) INV OUT 446.00 (205C) TOP 447.52 INV OUT 446.00 (205C) INV IN 441.54 (127) INV OUT 441.73 (127) INV IN 444.94 (131) C�i ¢ a > INV OUT 445.00 (201) INV OUT 445.86 (203) INV IN 444.77 (201) INV OUT 445.86 (203) INV OUT 440.15 (117) INV OUT 442.22 (129) ce)U) HF z 470 470 465 465 460 460 O 1� TT� Vl U - L", 0 Q U) J> w M u; J LLJ J of LL w O Co Law 1� QLL a }Uj O (� z nF Q O U) I..L 0 0 0 2 D 0 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 9+50 10+00 11+00 12+00 13+00 14+00 - STR 202 - STR 204 STR 200 - SWM B STR. 118 - STR. 132 HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' JOB NO. VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 47036 SHEET NO. C7.0 445 445 440 440 T = 440.00 SWM A: EXISTING STORMTECH PROPOSED GRADE DETENTION WITH GRADE / ISOLATOR ROW 435 435 109 3' MIN. 26.17' OF 24" HDPE 430 430 107 46' OF 105 2g 24„ HpPE 425 159.08' OF 1.g0% 425 24 'HDPE 18.27' OF 103 o @ 0.50 /o 24" HDPE 15.4G' OF 0.50% 24" DPE 0 50% 420 420 415 415 R R R tl• V tl tl R 465 465 460 460 PROPOSED GRADE EXISTING 455 GRADE 455 450 / 450 6. O 445 445 2 205 61.27' OF 11.7 ' OF 12" PVC 12" VC 0.63°k @ 0. 0% 440 440 435 435 450 OLATOR 450 PROPOS D GRADE EXISTIN 445 GRADE 445 2.4' 3'5 440 = 440.000 SWM A: STORMTECH WITH ROW 121 435 T. = 435.00 _ � 12" HDPE 430 _ INV 434.000 430 425 425 420 420 M R C PROP SED 460 G DE 460 EXIS ING G DE 455 / 455 T P = 450.750 450 5 SWM B: 450 STORMTECH / DETENTION WITH ISOLATOR ROW B T. = 447.000 445 I V = 446.000 445 2 6 69' OF 05 201 3 "HDPE .38' OF 18.26' OF 1.25% 4" RCP 30" HDPE 0.50% 440 @ 1.25% 440 435 435 430 430 V R 7 � 7 h N � M � u7 N � M � °O H � (O H N N `••' �� N o0u7 M o0�(O �oui W � W � M(00 � °ooco v rp �} u�M H M�rM V m F M+�M [p H M+°�� v �~ H ��z p o�az p o�az � o��z =N(O� z_ � O ��az N�o» o» ono» °ono»> z z z aFo» ��H? ? �(��? ? �NH? ��Fz ��Fz z 460 460 � 455 455 PROPOSED GRADE STING 450 G DE � 450 ^ ` 'L5,6F / PROP SED � WAT R ` r �Q� 445 LINE "� 0°�O 445 WATE� LINE \ } 2.2' 2. ' 3�7' O1 q5 440 = 440.000 SWM A: o)o STORMTECH 8g6FD OLATOR ROW 1� E SANITARY 0 09' OF .11% PIPE 3-1 . = 435.000 E 435 1 4 OF � INV. = 434.000 24.2 21" HpPE -SANITARY (g32.00% PIPE 11- 113 430 44.03' OF 430 21" HDPE 2.00°k 425 425 455 455 PROPOSED GRADE 450 450 3' MIN. 445 445 3' MIN. OF / "HDPE 1.00% 127 440 78.93' OF � 440 1n}1DPE 12 � O�o� (CD 0.50% 1 ' EXISTING 435 � GRADE 435 CONTRACTOR TO COMPA T I FILL TO AT L AST 95% 1 � STANDARD PROCTOR DEN ITY 430 430 425 425 R V R R V 7 V V 7 R V L roa STA 11+19.93 TOP 466.22 �TH OF 224: DI 3B 6 ft Throat n rn O% f m uY O O O 0 ce)V m m j/ i t cli t o - v o ° O �ryan D. Cichocki Z t 210: DI-3B 4 ft Throat 4 m °°'o, 206B: MH-1 � uo m °o° co o ro m o ° r� ,° Dic. No. 53741 STA 10+00.45 00 V: M umi STA 10+00.30 m N v °' Lo v ' °' ° o N o v co ce) �O N� � UMO� V mmr,- (° a mm (° Nam TOP462.71 ma�F TOP460.13 �?}N� F M°1N07 H- �?+(�°� m00 .p0 INV IN455.94(211) oo(D� INV IN453.34(217) p�az0 p�azzp �Qa;O> p�v�SSI INV IN 456.00 (215) is F > INV IN 454.00 (207) o H 0» o H 0 >> > N O z z H a0 > ONAL 7) INV OUT 455.84 (209) N to F ? INV OUT 449.59 (206A) N rn F ? ? N O H ? ? ? N O F z xI 480 480 480 480 ^� E o ° u N � N C > E W a E H- w w 3 ¢ LL i 3 pU. W 0 N ^i -i V oMo z a -M O .. rn C7 LU �M a Z I-w 30'x cU!) �i �ry z zt =v>� O W F C m H °� > O wM U 00 �~ o U w vi a O tu O 3ov �o w F N \� Q p �� z O in DATE 0 111812021 } DRAWN BY C. GAYNER DE IS DESIGNED BY • • C. GAYNER • CHECKED BY 9+50 STR. 210 -STR. 2160+00 11+00 9+50 10+00 STR 206B -STR 214 13+00 13+50 : • B. CICHOCKI SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • AS SHOWN VERT SCALE: 1"=5 VERT SCALE: 1"=5 • 9+50 10+00 11+00 12+00 13+00 14+00 14+50 0, SWM B - STR 228 0 N vM • ,-i HORIZ SCALE: V=50' 223B: DI-3B 4 ft Throat _ 00 J VERT SCALE: 1 "=5 STA 10+00.14 ro (o m v ° N ^ 06 ui T 236: 12" Basin -Circular Grate TOP 471.53 Cl) �i F m o (6 238: 12" Basin Circular Grate o r- p Cl) + m v 222: 15" Basin -Circular Grate 06 INV IN 464.04 (223C) p 1 v O o p O o � v z z STA 10+62.12 INV IN 464.04 (229) o ¢ EL o- _ > O INV OUT 463.94 (223A) Cl) � OF z N t~n ? ? NOP 469.27 V OUT 460.79 (221) 5 LO W o IN 485 485 480 480 O N N 234 DI 3B 8 ft Throat Circular Grate INV I 239) 0 INV I 0 50 T PROFILE SCALE 11 Vl U 0 Q U) J> w M u; J LLJ J LL tY (3 1 w O m KbA 0 1� Q a LL W O -- 4 - (n z 0 DE p IS DETENTION U ^2 -1-6 HEME I..f_ 0 0 0 �T i 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 SWM B - STR 234 STR 223B - STR 230 STR 220 - STR 222 D HORIZSCALE:1"=50' SWM B -STR 240 HORIZSCALE:1"=50' HORIZSCALE:1"=50' O VERT SCALE: V=5 HORIZ SCALE: V=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1 "=5 U) JOB NO. 47036 SHEET NO. C7.1 ISOLATOR INV IN 461.71 (223A) TENTION INV IN 458.93 (221) STA 12+73.23 INV OUT 458.83 (219) TOP 472.40 226: DI-3B 6 ft Throat INV IN 464.98 (225) STA 13+45.13 ^ o � _ n ° INV OUT 464.88 (223C) TOP 474.15 o � t � 223B: DI-3B 4 ft Throat INV IN 466.52 (227) ,°°' � � � STA 12+31.35 INV OUT 466.42 225 M M O o rn ,' � "� v � "' TOP 471.53 228:(DI-1) � ri m � � v M � o � o � � � INV IN 464.04 (223C) STA 13+83.46 vzzOo�vzO INV IN 464.04 (229) INV OUT 463.94 (223A) TOP 475.04 INV OUT 467.29 o � O > > > °r° H O > > (22 485 �,mFz z z NmFz z 485 / 480 / 480 PROPOSED / 475 GRADE 475 i EXISTING GRADE 1.8' 470 470 / 1.6' 465 / 227 465 / 38.37' F / 23C 88 PROPOS D 15" HD 2.00% E / 41 PE WATER @ 223A 42 OF 15 2p0% LINE 460 / 111 15" F1DPE 225 460 / (� 2• 15" HDPE 2.00% 5.2' / / 219 pF / 6 A? P � 455 ,6 455 15 0°�O 5 �i 450 TOP = 450.750 Sys g: STORMTECH WITH 2O6A OLATOR ROW 5.86' OF 15" HDPE BOT. = 447.00 445 @ 10.00% 445 INV. = 446.000 R R V R R <t R R TENTION = O u° � � STA 10+78.16 � � v z z TOP 451.76 N � O z z INV OUT 447.38 (233 465 465 460 460 PROPOSED GRADE EXISTING 455 GRADE 455 / � 450 TOP = 450.75 SWM B: � 3' M N. STORMTECH WITH OLATOR ROW BOT. = 447.00 233 445 75.81' F 445 INV. = 446.000 � 0 5 0� 440 440 N �o h b C V 475 475 470 470 PROPOSED 465 GRADE 465 EXISTING GRADE 460 460 / _ 3.2' 215 455 455 12� 2D3% 450 450 445 445 v STA 10+15.12 � - TOP 453.64 STA 10+29.14 INV IN 449.34 (237) TOP 453.70 V OUT 449.24 (235) INV IN 449.72 (239) INV OUT 449.62 (237) 232: MH-1 240: 12" Basin - STA 10+02.22 STA 10+89.42 TOP 453.24 TOP 456.00 N 448.98 (235) INV OUT 451.89 N 447.00 (233) 465 465 460 460 PRO OSED RADE EXI TING RADE 455 455 3' / MIN., 0 450 TOP = 450.750 SWM B: 602a PE STORMTECH WITH $(�H 475 475 PROPOSED / GRADE EXISTING 470 GRADE 470 / 465 3'S 465 O F / ao 1`L2; NOe� I 12 00 5� 460 � 460 / 2 PROPOSED WATER � LINE 455 455 � 50.50� OF 66.49' OF 9bOF 15" HDPo 15" HDPE 42 HpPE 1�200% � 1.75 /o @ 1.75% SANITARY 450 PIPE 7- 450 445 445 v v v v v a 480 480 ISTING G DE P OPOSED G DE 475 475 470 470 PROPOSED .g' WATER LINE 1.7' 465 465 g 3�29 pE 1 � 3 DOo)o 460 460 455 455 h R 475 475 PROPOSED GRADE EXISTING GRADE 470 470 465 465 1.4' 5.5' PROPOSED WATER 460 LINE 460 221 6212 P 1�3p0b 455 455 450 450 N N 7 R L N 0 K E Y a m TOP 446.44 6.44 STA 16+28.40 INV IN 454.26 (7-6) 1 STA 10+88.07 TOP10+88. INV IN (3-1) STA 11+89.62 STA 13+92.16 TOP+28.99 5 INV OUT454.06 (6-5) STA 10+00.00 INV IN 440.44 (3-1) INV IN 440.34 (2-1) 3 TOP 448.67 TOP 453.13 4 INV IN 454.67 (8-5) 7 STA 17+35.95 TOP 452.22 INV IN 440.34 (2-1) INV IN 440.34 (11-1) INV IN 443.48 (4-3) INV IN 446.55 (5-4) INV IN 453.25 (6-5) TOP 462.01 INV OUT 456.04 (7-6) 465 INV IN 439.80 (1-EX. 1) INV IN 440.34 (11-1) 2 STA 11+79.40 465 INV OUT 440.24 (1-EX. 1) INV OUT 443.28 (3-1) INV OUT 445.81 (4-3) INV OUT 453.05 (5 4) I qV OUT 440.24 (1-EX. IN OUT 440.80 (2 1) EXISTING 460 460 460 GRADE \ 460 / r STORM WATER SERVICE LINE, / 1 PIPE 21 PROP SED DEPTH APP OXIMATE, / o HORIZ N TY 455 ROAD RADE 455 455 _ 1 3 455 9,01F \ 6- 5 PVG 321 F 23?0/0 PROPOSED / N \ EXISTING GRADE le 52 450 \ GRADE 450 450 450 \ / PROPOSED \ \ ' 236 q OF �JG Q � ao 445 GRADE \ 445 445 \ 8 °I w 445 5.3' �- g 04 + PROPOSE 2.33 I WATER LINE-) 2()2.5N u�i �2' \ 8,. PVC � U) cn �- ' aF (� 1.15 o J J J J J J J J J J J J J J 440 440 440 189.E _ Q Q Q Q Q Q Q Q Q Q Q Q Q Q 440 1 1 91.34'OF 1 w� w0) w°0 w� wIq we wawa O waw wa w � w-7 w� 88.07'OF @150% STORM HIS J+ HC J+I HI1 J+ H(o Jam+ H°0 J+ Hcv JN HIS CIDJ+ H J+ ri Ha J+J14 H HM J+ In H(o JO+ Hai J+ HM JM 8 P C 8'PVC N M M M M a + + u) u) (0 V7 n %cl)F @ 0.50% PIPE 1 3 @0. �HHHHA HFFcf)F HFF 0 0 0 0 O U) O 0 0 u) O c)FFF O O N co 0 0 0 0 cf. u) O N O co 0 0 0 0 435 435 435 435 O af W 'w 2' w 00 w CD IY CO W W W I'- W (o X cl)w 0 W M W (O W w co w co d' N d' O w w n w O w w 0) LL a? W W?WO W W� WM W(`') W� W0 WM W7 WnW nW LO t-Ldu? Wm W)+? W� W17 WM W WO (`') Lu W WO H 3 H gig+ coH (0 H g H 3M � H 51 M H 51 u0 H g+ IS H 5 0) H g+ (O H g+ 0) H g�g�g" I-H °00 0) O H fig°' O) H( 3a H gM 0) H ga co H M co H g� 0) H g H? g°' Q) H� g� H g H gM u7 a 3a�a 3 �a �a 3a 3a �a �a �a 3a3a�a aka �a �a �a �a �a 3a a �a CO 3a 430 CA (n CA (n Mu) col H Cn 430 430 H (n H (n H (n H (n H (n H (n H (n H(n H N H H (n H n H n H n H (n H In H (n (n H H (n H H 430 9+50 10+00 11+00 STR EX. 1 - STR 2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 12+50 5 STA 10+00.00 TOP 462.99 INV IN 454.67 (8-5) INV IN 453.25 (6-5) 490 INV OUT 453.05 (5-4) STA 12+14.06 8 TOP 475.19 INV IN 465.43 (9-8) INV IN 465.70 (10-8) INV OUT 465.23 (8-5) 9+50 10+00 STA 13+19.33 10 TOP 479.74 INV IN 472.65 ('11-EX. 1) INV OUT 470.96 (10-8) 11+00 STA 13+90.98 TOP 485.39 INV OUT 476.23 (11-EX. 1) 490 PROPOSED EXISTING HORIZON 485 BADE OAD GIRADE 485 i Q�Qa w�w� \\< H H +0 480 480 P OPOSED WATER LINE / 6. ' 475 475 / 1 1 OF 16 QJG PROPOSED ((�6 470 / WATERLINE 470 / PROPOSED / GRADE / OF 0 465 /4� B�PJ 0O 465 PROPOSED WATER LINE f 460 460 �6 21a 4G 455 J J J J 455 Of W('? Il. w Wu co w M W T W7 w W'tW7 w x WM I- W M W(0 (0 g+g0) N g g� + gig° + + g + + g+ + U)us aCN a a u �a UQCQ U)a cq U) 450 (n H Cncn CA CA H H (n CA H (n H Co H (n H H (n H 450 12+00 13+00 14+00 STR 1 - STR 7 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 8 STA 10+00.00 TOP 475.19 INV IN 465.43 (9-8) INV IN 465.70 (10-8) 485 INV OUT 465.23 (8-5) S11+30.30 TOP 472.64 INV OUT 468.04 (9-8) TLA ) 485 EXISTING 480 GRADE 480 PROPOSE \ GRADE 475 4 475 470 470 WATER ERVICE LINE, EPTH 30' 0 P PPROXIMAA 465 130 @. 2.00% 460 Irl 1 460 w W7 co m � af W0 It W r af W0 It W(`? O Hco g+ coH0 g+g+ co Ho H gIn Co +g+ 455 In H H (n H (n H (n H (n H 455 9+50 10+00 11+00 STR 8- STR 9 15+00 INV IN 443.22 (12-11) INV IN 440.60 (1 (20)) INV OUT 440.50 (11-1) INV IN 440.44 (3-1) INV IN 440.34 (2-1) INV IN 440.34 (11-1) INV OUT 440.24 (1-EX. 1) 460 16+00 17+00 18+00 INV IN 443.80 (13-12) INV IN 443.80 (14-13) INV OUT 443.70 (12-11) STA 11+52.94 13 TOP 448.18 INV IN 444.60 (1 (18)) INV OUT 444.50 (13-12) 460 455 455 450 11 1 1 1 1 450 r-T\ 445 445 �- 12-11 \ 13-12 6 OF 440 48.02' OF 3 PVC 1.00% .51' 6e VC @ &0\ 440 2.3' 11 1 \ 31 71' OF 6" VC 435 @ .50% 435 STORM PIPE 11 430 430 0 50 PROFILE SCALE ov- 1 "rryan D. Cichocki lac. No. 53741 91 3& M E 0 0 U N � N 0 > E w a E Lu w 3 Q LL 3 p LL w 0 m d W L M a_j U00 W J -N M N � z W w � 30 LAx LL p Q C v ur) _ C N H c . c Y � N 00 W M a� �H am O ce E z O a_ (Y c.) (n Lu p z O U) W F Q p DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN cb !01 Vl w U JO;� W Q Lu w m 1� LL �Lu W r0 VJ (� r Q O Q U Z O O �T i �O V/ 9+50 10+00 11+00 12+00 13+00 STR 5 - STR EX. 2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 14+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 9+50 10+00 11+00 12+00 12+50 SSWR APTS. PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 H JOB NO. 47036 SHEET NO. C7.2 N 0 : E Y O TH of � l r ` rrryan D. Cichocki Z lac. No. 53741 o � SSIONAL 91 3& M E 0 0 u N � N 0 > E w v E w w 3 Q LL o 3 p LL — wO `mom j V 2 z a —u O 485 485 0 > o a (A " 4 d W w co ?i o x VI p Q J LLLU p h i 0 ry z 2 =v>� O w F 0 u' H rn E� > O w M L V 00 �H O W vi a O O CL 0 3 x F N O w F Z� e'0000xz < z O in DATE 0 I1I $1ZO21 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY 00000000B. CICHOCKI • • SCALE AS SHOWN • cb 1� T� 0 Vl ULL w LL 11 OQ J' LL LL Lj w O J CC n/ LL Q LJ_ w co LLJ T� Q Z w o J LI..I 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 0 DOGWOOD ROAD WATER PROFILE _ o QQ HORIZ SCALE: 1 "=50' ^ VERT SCALE: 1 "=5 P1 0 C) O O 2 5 D �O V/ 0 - 0 50 PROFILE SCALE JOB NO. 47036 SHEET NO. C7.3 H F O 480 _O 480 Q�Qo aD�`�D 8"X8" EE � w+'w`+° H r H r a�a� C�aC7a 475 475 � SAN I RY PIPE 1-EX.1 470 470 / TEE � / > o > o ISTING j o j FADE 465 � 465 W + W + > O 50 fn aO (n _ 1� W + N / 460 5' MIN. so c~n 460 eX6' 8"X8„ i TEE I � 455 TO FHA 455 r �' PROPOSED GRADE 450 450 3. 'MIN. 8" CLASS 52 DIP WATER LINE 445 / 8"X8" TEE � 445 8"X6" TEE � I TO FHA 1 5' MIN. u 440 440 --SANITARY STORM PIP 1-EX.1 � PIPE 123 8"X6" TEE � � BLOW -OFF TO FHA � ASSEMBLY 435 ' 435 i SANITARY SEWER LATERAL, DEPTH APPROXIMATE, TYP. �LA 430 w w w w w w w w w w w w w w w w w w w w w w w 430 O > >(O > > >(O M>O > >� CYO >I� O >u7 > > u) >aD > > >a0 >M > � >O >M >� >� >N >� O CY W CYO Wap W�p Wp Q' W�vj LL7 � (L' N CY W W�p (L' Wpj M O Cr W�vj M CY W 0! Wap u� CY W r (L' W CY WrW M (L' I� CY Wnj r d' W�W�j Cr O Cr W W (L' Wap N (L' Wnj N CYO W�j Wap N nj (n (n (n (n Ci njW (n �ry (n V% O (i p (/7 (n (n (n � (/7 (n (i ap (n (n (n (n � Ci � (n (i O + o0 + 1� + N + O + u� + u� + + + M + � + n + u� + + + W + M + u� + 1� + O + + n + N + 1� + � + O + O � �O d'� d'N 2'N MGM � CYM w� (L' V V CYO CY 0! y) �u� (L' CY O(L'O CYO ��CYO � I-- (L'n Ix Of �aD (L'O O W W� W� W� W� �W� W W� �a�a � W� W W� W� W W�W� W� W�W� W� W� W� W� W� �a N a aF aF a� aF a aF aF a aF aF a aFaF aF aFaF aF aF aF aF aF a 425 � FaF �cq F F 425 L 2 TH of � l r 490 490 ` rrryan D. Cichocki Z lac. No. 53741 -71 0 � Gti S0IONAL loll 111 1 3& cc; to 10 CO M E 0 o N � N Q O > E LO w v E w w 3 Q LL 3 0 LL O cc W 0 0^y ¢ � V oMo Z o —u O .. rn C7w rv� a 40 w 30'x lUll o¢ "=LL �i �ry Z 2 =U �� O W F u' H N > p wM Lu U 00 �~ O cr.0 W vi a 0 O F N O w F N 2 Q N a z O in DATE 111812021 O DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 • NEW LEAF DRIVE & SWALLOWTAIL LANE WATER PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Tooloolool cb O 490 490 1� T� V ,LI 460 460 ILI U w OQ J' w O J < n/ Q L^J_ LL w T� QLIJ Z ui wo J `i • z w Q O U Q ij O 0 O 2 5 D 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 O RENEWAL ROAD WATER PROFILE NEW HOPE WAY WATER PROFILE (n HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERTSCALE: 1"=5 0 0 50 - PROFILE SCALE JOB NO. 47036 SHEET NO. C7.4 EXISTING 485 485 � � 485 485 0 w M (n Q n EXISTING w 480 GRADE � H � 480 PROPOSED � G DE 475 475 3.5' 4"X8" MIN. TEE 470 470 SANITARY PIPE 10-8 4"X8" 465 w w w TEE 465 SANITARY SEWER > > � 4" CLASS 52 DIP LATERAL, DEPTH w 'IT w � w � WATERLI E APPROXIMATE, TYP. � � O °O O N w� w� w� ¢� aF Q� 460 460 EXISTING GRADE PROPOSED 455 GRADE 455 i / / 450 / 8"X8" EE TO 450 EXISTING WATE MAIN IN HORIZON DRIVE .5' 8"X6" TEE 445 MIN. TO FHA 445 8" CLASS 2 DUCTILE 8"X8" TEE IRON WAT RMAIN 440 440 m N n 0 Q 435 ~ 435 OOGNN 5 / / / / \ \ \\ \ \\ \ \ \ — , O bran D. Cichocki Z z . \ / r / / \\ \ — Isc. No. 53741 � SSIQNAL E o w J s ry V oo Z O 65,� � _ `\� \° \ \ \ ,°_ / / / / _ \ \\ \\\\\ \\\ � ZFyw,� � x In LU 1 U) ai 00 zt OAO `\FSS, 00 \\�\,\ \ _ I I I I / /° / \\\\`\ HORQON i2 `F \ \ W — n I I I 1 / / /^ ,/ / \ \\` \ \" u RIZON ROAD \ \ \ \ \ \ \`_ —w co \\ \ \ \\ O g U)\.'. T R/W \ 1 \ I I I / — — r ROP P D61�V O// // J/PJ \\\ ` •\ \ (L CL It O �O .AN f \ / / \\ \ \ O 0 rN 0 .° \\ ♦L NIN /p /,�0 I I FF� I / / / D D\ \\� \\�\`/\\\ Q 0 �^ // \ \— J\`— 1 \o''lo \ 1 1 �1\ O W DATE \ �I 111812021 / \\ �� \ \ \ \ °. \ co I / O DRAWN BY C. GAYNER _\ \ \ ` \ \ \ \ / / 1 / 1 / I I I / / / / f/ / \\\ \ ` \ \ ` \ ` \ \ \ \ — I I / • DESIGNED BY % C. GAYNER 11 rYY� • CHECKED BY IN, \\\ \\\ `\ \\\ /l i� — \ I I 11 11 \ • B.CICHOCKI \ \ \ ebb I I I I I I 1 \ \ \ \ \ \ 10 o I -✓� I I I I I I 1 ' ''II \` I •• SCALE SCALE 1"=20' • 1 "=20' \�,A \ \ ` \ \ '—___— \\ I I I I \\ 0 20' 40' 47n AM EIGHT OF OBJECT = 3 5' 465 465 \ SDL - 280' 460 \ 460 \ 1 \ EIGHT OF EYE = 3.5' EXISTING GRADE 455 SDL 280' 455 \ HEIGHTOF \ OBJECT = 3.5' 450 450 PROPOSE \ GRADE 445 \ 445 440 440 435 435 430 1 430 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SIGHT DISTANCE PROFILE - NEW HOPE WAY HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 15+00 15+50 16+00 16+50 5 o1 0 50 PROFILE SCALE �J T 06 01 ' 1 Y U) U J LL o O' / 0 W � � LU w U 1� Q Q LL LU O L0 Q O 0 C) V J 0 0 2 0 U) JOB NO. 47036 SHEET NO. C8.6 L 7 1 I \A \I 1 \ \\ I \ \ \\ \ kryan D. Cichocki Z lac. No. 53741 48 1\ 7//&/`1 c NAL WbODR AD\ ' I 0 o \\ 1 Y I I HLU LL J V oo Z Ix w U 00 ` \ IN, .\ \ / //' // _ --�-- _�_13 - ---------- --_.' ��'� ''F16yt ONRbADI I 111+0��`�_�\ \ I // \ 'I o 3� - - - - - / 10+50 HORIZON ROD - - I I \ / _—t--14 0 - - _ — I \I \ \\ P POSED 61' V OT R/W / �� / _ ` � 0 0 W _ _ _ ¢ N 'N ^a c`, _ - ',,' J ---- _ - / / / / I \\ WA 10+00\\ _S \ �` u 0 N� + _ / _ DATE a a m cP / / _� / / / > 111812021 DRAWN BY ° / ° _ ✓ 4 a / /, // / / _ // // 1 `\ C. GAYNER , , , \ �\ • DESIGNED BY \ 11 , ' r , / / ' / / / / / / / / /' / / \ ` \ • C. GAYNER III II //// I _�- _ / I I - / / / // /// // // / / / /// // /\ \ \ \ • CHECKED BY �� I —�' I I / / / / /' // ' / / \\ \ \ I — .l \ \\ 3 • B.CICHOCKI / I I — — — — — / / / / / 1 I 1 I \ \ ` CY • • SCALE — SCALE 1 "=20' I/ 'I 1 1 ' —_—_/ I I ./ � 1 � � — — — � I 1i' // // ' // �l�� /' I // �'` `/ , l I I `\ I— ___--�\ \ \ I �`\\ • 1,.=20' .,nn ;nn EIGHT OF OBJECT = 3 5' 495 495 SDR - 183' (TO INTER ECTION) -� \ EIGHT OF = 3.5' 490 IYE 490 \ EXISTING NN GRADE 485 \ \ 485 _ PROPOSED \ SDL-280' GRADE \ \ HEIGHT OF 480 \ OBJECT = 3.5' 480 475 \ 475 \ 470 470 465 465 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 SIGHT DISTANCE PROFILE - SWALLOWTAIL LANE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 06 0 1 Vl U) 1■` U J_ LL o O / 0 W � � LU w U 1� QLL Q LU O L0 Q O 0 C) V J 0 0 2 D 0 5 U) JOB NO. 0 47036 0 50 SHEET No. PROFILE SCALE C8.8.7 L / ° 1 ,\ \oo \ to ° / ° o of / 0 / / ' I \ \ / / / / �o ° / / �000 ° o W1OBUFFER 0 o°d o l� / o ° , o ° ° ° �° 1 /\ 00 °00 0 0a EX.24"HDPEAPFROX LOC. / ' / 1 o O ° O O / ° / / i �\ �i \ No 0 o ° ° 04 �''�/ \��/'' o ob / _ o 0 0 0 0 ° -o o ° o ° 009tlW3dI _ ' _ _ ' j //i - _ \ \ ! ! - ilk AA-00�3�'0° '' ,dN0/ /// �/ //'/,,_ ''/_ _ _ \ \ I ,-_--\`---' ��\ 1 /---' \ - --__- — ° MANAGED VD0T Sl6HTooytl oo STEEP OlS1ANCF_ �(TYPICA / / / ♦// EAS T __' _ / — _ _ _ \_\ \ \ +� _ _----__ ♦ \ / �- — ' of 50 ' O� ✓ 10+0 I GNgv��6� //',//' J --- ------- — — 41 _ — — — — —— ��------\�y�_ _ \ NAD 83 44 -- - - - -- '/ \ \ 1 11----_ — \ SCALEI"=20' 0 20' 40' 445 445 EIGHT OF EYE = 3.5' 440 440 435 — — 435 EIGHI OF EYE = 3.5' PROPOSED 430 / ^ _ GRADE 430 425 425 EXISTING GRADE 420 420 415 415 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 VDOT SIGHT DISTANCE EASEMENT PROFILE HORIZ SCALE: 1'1 VERT SCALE: 1 "=5 14+50 15+00 5 ov- / /I iL rryan D. Cichocki lac. No. 53741 9*3& M E 0 o N � N C > E w v E Q LL tj o 3 p LL IS `m,, O W L M Q�_j Vo° J — uj M m C7 Lu rvv U Q x oa =LL ti = N xv >� °, 0m 00 W M am O oc t7 L� z O a_ u L7 Lu o O Lu V) w V of O W 2 a In d Q OCL p F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=20' lJ T ob O JOB NO. 47036 SHEET NO. C8.8 L o1 0 50 PROFILE SCALE \ \ GENERAL NOTES \\ \\� HA__—____ �� o(l PRE -CONSTRUCTION CONSTRUCTION/INSTALLATION INSPECTIONS/GUARANTEE \ i R W. III -- _ • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE o. 14 i 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL \ i - - 07/16/21 i LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD _- NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. \ i BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE BE VERIFIED PRIOR TO BIDDING. THE DESIGNATION OF BOTANICAL AND COMMON NAME. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS / • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS / VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY \ o 0 INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND INTERFERE WITH SIGHT DISTANCES. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND \ N u REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE I I I 0 STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE CONTRACTOR. \\ 1 I > PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR I \ w v E = - TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHICH AFFECTS THE GUARANTEE. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT \ I w .N 3 I u w 3 • PROVIDE AND INSTALL ALL PLANT A IN ACCORDANCE WITH DETAIL F THE PLANNING DEPARTMENT PRIOR T THE RELEASE F THE �+ O S S SS O G O O S O I ¢ U. 0 3 AND CONTRACT SPECIFICATIONS. CERTIFICATE OF OCCUPANCY. I I I I w U. `6 ^� • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. I I I a w v smo z AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED I I w - ui O PER TEST RESULTS TO ENSURE PLANT HEALTH. I I I o m ry ry P a C7 W .r Bw MI. 3 o Q cV) Lu / _- / O W I V) 00 01 tu \ \ EXISTING TREE LINE TO REMAIN AS TRAIL B - ' / W W ~ /J'/ /\\�\\ ) I ' / /' // // /' / / / UFFER=_ cam---is-/--�- J / /'/ / l' // / l� l ' /' / / li i /// r I l/ // /l / / / O d� ' I I \ d / \ AND COUNT TOWARDS TREE CANOPY CALC. / ' / OLD L Y N C H B U R G ROAD / \ / 7 \ / / I / / / I I I L 1 '// \ / / - - �" / it / / / I l 1 / 1 I _F_____________I _______r_____ �_ \ 2 / I I----�---------------t----1----T-------I---- ------ I1---�--------- �-------------1--- ��%Y� �Jiiis ss ss ss sss \ �.s» l iris ss s.L sss �s 1171 .k ss s s sss ss sss�lrrs�s� �irt�i ��I. Am sss ss s ss si�mm � sss- �V�>�� >tlt-_-is- �s moll s I �' \ \ \ 0 ti >rl„_�i-s si �f �r I sl f- 1 f _ ___ » 1 I _______-- \ / / / / L-s� / / 'f I \ fi 1 0.0' I I I 1 I 1 \ \ II II _��- _� w ^�N r -- -- - - - - - - Lu ---------------------------- ---------- - ------ — .L - ' \ \ \ \\ 2 \ 1 \ \ T \ 1\ \ \ \ \ \ w %_ - - III \�% \ \\ \\ \ \ \ y \ \ \ 1 1 I \ I +\ \ 1 \ i \ \\ �\ \ �- a'� 2 Q rV / - �- -_ PLAY 1 v v v A A A v A v V A A ____ __ - / - - _ - - __�--__---- ___ \ \ Q \ _— — _ — \ \ F-- __�__ \ ____ UGP - L Z --c - - ' - - \ \ 1,059 SF OFi ---- -. GROUND VG \ \-� \- - �- --- -- \ \ _ - \ z ' J' AMENITY SPACE �_� y _ OHP / ` �' / / , ' S UG Hv - - - _ _ ' _ - -—d1i71�% I - -/U - - \ \ \ \ ---- � DATE 1600SF - r - 0- M. RACHNER y / - O.FL ELECT ' � 6,7 / o / / �/ / / / aAs _ Z \ SF O T I I ' � ' / / / / / / — C T / \ _ - - / — ' ' DESIGNED BY "/ � + /I In � ry: q,15O - - RECREATIONAL ' 1 .NEW LEAF DRIVE N / - - - AMENITY W . / W - 2 LOT 3 a6 8 d - - / ' _ - M. RACHNER l ° / / / /� O/yI' _ / MANAGEM ° 'o /'/' / -�i., O � _ _ PACE- - - 1 z s / o / STEEP SLOPES o/ ° / / / / o \ \ 8 TH - 20' (TYPICAJ/j a o / / / - / ' / / - - Oy - �// • F. HANCOCK6 + ° SCALE 1 "=S0' 0 ° ° o/ / 0� / �. ; '� FAQ �� / PARKING vv v / _ 8 TH gyp, - - - �� I I vn 6 TH - 20' �' _ ° / o /' /o°� �/ P� �9 J' DOGWOODRD _ - 5TH-22' C+ -� ' �• / °o/��e / // �� OHO O� T'�� v� SF I �D to to o. / J \ 1 °% LO 1 v - a / - VV \ \ ' /I � � � Oq� I I \\ 1 PARKING I � g,w / / 2 0- 1—I LOT2 �� 11 �� D / �I /°o/ / /� �i (�OC`'1 J #2 - �- 7TH-22 - - �y v v I1 O / / C� �� / / ,- r / / ' �� N I 4 / / �� : - 1 /�//,, / V 5 / _� _ z v / A �� m8 W'mim, 1 ' `�` � ,y I •. ., = Ty_22 11 , mlm PARKING LOT 1 - / • � �.� , - o\ a \\ o o\ N \ �� \ '- _ ° - / - 6TH-22' - /- -I }7TH-22' - � - _ l:,T - I \ I / // / U I \ \ \ � - , M _ � W 0 I _ o co,� --� - -- \ 1 NEW HOR IZON r o _ DRIVE - � \ - \ /Lu ---------------- co 0 G U sB2>t _ Q 77EECN�,_ I— a 717 / - ' / - _ \_ l _ -`�- - I \/��`� rP'T \/ / \• I I II I I A1 �- F_ I L J - /I \ U I - Q cL U_��GLu --/UGP / /\ J I - \ \_ _ - _f \� _ - _ / / �I -- - /-_ —_ _ __ _ - _ I L - \ / UG ` _ - _ 7- =76.3��- -� SYCAMORE \ - - \v �I I A �� i I / - \ — ®sa TU(\�'P - _ -�_�-SANS -- - - / - I I T\� _ v -� v I �A v v IA / V v _ —UGP^ �- I I f/ �I� �� v �� - - T V V v I� - ' / X _ 1 / I / l - - /�, MAPLE UGr-_�_ vC _UGP--�— - / / / � VA � / U/ /�/, i/ O / V/ NOTE: - /\ /�i' I / / / \I \ — — — _ LANDSCAPING PLANTS AND TREES ADJACENT TO AND WITHIN THE 9JOB NO. J Ikz: Tv , ' ' �/ ��' ✓G A / v - _ _ _ _ - / SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA N / d v i P J / /�\ / �� _ _ _ - - \ - \ BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO / ' \ � 47036 - - J PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS.SCALE 1"=50' ISHEET NO. \ \ -LANDSCAPE DESIGN FOR OPEN SPACES/AMENITY SPACES WILL BE GGp i y// PROVIDED BY WATERSTREET STUDIO. 0 50' 100' LI.0 L EXISTING TREE KEY ' A ' 1 ■ V V I A / / � \------------- V V / / / ' — - EXISTING TREE LINE TO REMAIN D■ D TRAIL BUFFER 4,906 SF / AS TRAIL BUFFER AND COUNT ■ I ■ IE IFFER \ / �' �� TOWARDS E CANOPY _ RE CALC - - z ■ z 17/ \ m ■ m o OHP— I / r ' p , / -- 1- -- — - oHn - o � o / , p i _(3) JUN EAS' - - j �� W.1pCI�III �o. 14 �"'` 07/16/21 oHP �%� - - oHP--� (4) BET CIM ' i �� rn °u (5) PLA BLO, ' ♦ ry o, G� / \ (3) AME GRA i Imo• ' ¢ o o / / 1 / / ' �� /� / / /♦ ' �� > E / - _ O �. o -� --- / (3) JUN EAS o / / _ a Lu v oMo z (360) LIR BIG (2) MAG ALE / (2) COR PRI c7 Lu W IN ---- - - V Lu a �lm AROABR -- - --y o< cw 0 ti / / / / / ♦ 7 \ \ `\ Q3�D�O�pP (8) VIB MUF 9 = v ¢' i rn > / (20) AME CAN a00000 > i 158 LIR BIG 8, ` v I i w ° ) - (1) ACE OGLE \ r o w 2 ° I / / �� / / �i / ' -(66) LIR BIG - - / (4) COR PRh v \ / _ _ ■ 1O p / / / po / r / r _ — ■ a / o ° o g w ° /' / //�/ / / / // / • / r ♦ \ \ -- -- 8TH-20' - ---- --r-- ---_- ■ = c=a Op o / / / �/ / / ' / �� • — &. 1,059 SF OF °a00000 v v v v � �I' ♦ "w8AMENITY / o o ■ w Lu r ° OTSIGHT ,Am / I/ EASEMLtNA/ T ' �' �I A / / / / i� oo°� � v �` v �` `A ■ z (1) AICE DGL / v►�Q' / ' / / / / PARKING LOT 1 v v` v �� v v - - ' - - ■ DATE / o r / o / //�/ \ / /�^ /' - _-----. < • I - \ 111812021 ` /' ' obi o V / / ♦ \ �� vv O - - �v DRAWN BY v � /� ° ' ° ' � \ � / ' /� / / / � �" DUAL FRONT ' I I � v � _ / r / / ' (4) FOT OITE SPR �Piv SAN S ■ Y v � o MANAGED / o �' _ TOWN HOMES (8 � � I �A g v �o by STEEP SLOPES / ° ° / / �� /' /' / / / ' / / ' / / / / UNITS) • ) ` ` / M. RACHNER o o / (TYPICAL ' /d 1 GAR (3 CAR AME, - \ \ / 1 ■ DESIGNED BY r ) oo / / / / % / _ / 2 ACE OGL ` � o o / o / /° o / / � ' / i � � - - -L '� i CO -O� / I I � (4) ARO ABR- - \O � � \ \ \ � \\ o / //° / / / /i / ' / • • �' ' i // _ �� / 2♦�� / (73)LIR BIG jN- `� �� A �� W 4ro / ° o / / o ° / /' �/ / // / / / / p3�' / ' ' , - ' �(P N� �I (4) FOT GAR / - �� - - ' A� - M. RACHNER / / ° ?'% I I � �� \`wmilI■ • CHECKED BY o O PARKING LOT 1 F. HANCOCK \ j /o o // / — V0- I / / / / / ♦ / / • / I 1 �/ - _ r �A v 1SC,.=AL2E ooo o EHE- 0' / i v / o o / d° / ° o / / (2) PRU AUT °♦/ - -22' o°/ °7TH ° i -- = �■ ' i o / Ov o / o $/'r d��1�/ / r/ / / // ' // / / / / / / //' ' ' / r' l/ • '/ r DU'AL F/RONT _ PARKING LOT 1 o o o TOWN HOMES (8 �d5 o ° °° UNITS) - (2)�QUE P\ HE o o � _A I A / / ♦ Ay'�$� d I i II I I I I I I I / I l / _ ■■ r o r °° / oo r / / DSO r ' / r r r - /' ///' '(/ / / o \ I 1 ♦ / I I I I I / / ■ v ire, I I I I l ■,' /j (2) MAG ALE \ i / � / / °/ o o ° / / 11 ILE AME / // / / \ / / - _ � � - � � / ti i A I I I I o / °° ° ° \ /(3) BET CAM r - /5TH-/22 o/o o / 3) CRAH 0 ° ° PARKING LO' - ♦ ' ' C 7 / Z 0 III/ // ' r / / / a / / / a \ ■ Q d o o 00 / /i !: ° r LuW 8 /o p / / d / mac/ _ -8---t------- - CC d / - / 1 QUE PHE/ �o / // / / T / / / LG h ✓ — / _/�—f' w / ° PARKING 10 n 00 o ce) n h - ` '' ` /LL r/ --- �-4 �� / � AN �� W Q o ` J 0 0 �� h� S4 _ EXISTING STREET TREES / \ - d / / �. pl ° // e y ; ■ p o H I o o % 'f? � \ w 0 0 �� v v \ VA v ■ A W / 00�0 9 // /.✓ C) A �i_ --' �, A V A \ ■ I oo�O 9 / / / I / / ` \ 1 \ \N °, 1 1 I I I I / / ..-- — — — — 9 / d / \ y5- / _ / _ — / \ A -- — / 19 o / o A V 1 1 \ \ A A \ 1 1 / I I �/ ---- _ \ 00 9 / 1 1 1 1 A °/ / \v y V O ol 01 I/ 6 / ------ �aly o I V A \\ A A V A V C I / C) I / pano JOB No. 47036 kW v / / V / / / v SCALE VI SHEET NO. d I i 0 20' 40' L1.1 PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM CAR AME CARPINUS CAROLINIANA LIQ CHE LIQUIDAMBAR STYRACIFLUA'WARD' TM NYS WIL NYSSA SYLVATICA'WILDFIRE' PLA OCC PLATANUS OCCIDENTALIS PLA BLO PLATANUS X ACERIFOLIA'BLOODGOOD' QUE PHE QUERCUS PHELLOS EVERGREEN TREES BOTANICAL NAME ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME O AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' CER CAN CERCIS CANADENSIS CDR PRI CORNUS FLORIDA'CHEROKEE PRINCESS' CRA HAW CRA I AEGUS CRUS-GALLI 'CRUZAM' TM MAG ALE MAGNOLIA X SOULANGEANA ALEXANDRINN PRU AUT PRUNUS SUBHIRTELLA'AUTUMNALIS' SHRUBS BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS AROABR ARON IA ARBUTIFOLIA'BRILLIANTISSIMN CLE CAL CLETHRA ALNIFOLIA'CALEB' TM FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE S� ITEA VIRGINICA'SPRICH' TM V1B MUF VIBURNUM DENTATUM 'BLUE MUFFIN' GROUND COVERS BOTANICAL NAME HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' L -TREES PLANTED OVER THE WATER K ■ / TAP ROOTS AND WILL HAVE ADEQUATE SOILDEPTH SYSTEM WILL NOT HAVE 1 NOTE: ^ \ I ��PLTH OF Gf�' EPTH WHERE PLANTED. I \ � I 1 I I / EXISTING TREE LINE TO REMAIN AS TRAIL BUFFER / \ � OLD L Y N C H B U R G ROAD 1 \ 1\ O� 1 ] 1 i AND COUNT TOWARDS TREE CANOPY CALC. T 3b"CMP W/END SEC�70N ■ - ' - - - - _ - = v /NV. ON)=442.1\5' v v V W. III m m \ -- --I\ \� \ 0.14 --- \I \ (2) PRU ALIT -�� - _ \ - - - - - - - �- ---------- \ \ ` \ 1�� 07/16/21 r ^' GP �- (3) JUN EAS - - _ _ _ _ - - - _ _ 1 - -T- - - - - - - - - - I- - - - \------- --------------'-------- -- - \ (1) ACE OGL - - - _ _ ---- UGP-- -L -- �i- \ \ - -\ - -- - - - -�� - - - \ - \ SCALE 1"=20' SG 1 ■ - GP ----/---- - - - - - - - - - - - — p - � ----- � � � I - - - OHT � - — -�OHT — --- - �-� _i / / \ \I 20 40 - - - _ - T ______ OH P / / i - --- -- UGP ---- ,-- (4) AME GRA _ - - - _ - QH (6) ILE WIN - ' OHP OHP - OHP - _ _ - _ p _(14) JUN EAS- OHP ' - '(5) PLA OCC - -tl _ - _ - - (6) COR PRI_ (2) AME GRAT 9HT= —� — ObT— uh - - (5) PRU AUT ' , - , ' E / (8) NYS WIL _ - - - _ _ _ (3) AME GRA' --(3) PRU AUT GP Otl� T -' ` oHP__ _ _ - _ 0 .(3) MAG ALE= _ _ - _ - - - - l - - - - ' LGP --- i _---- ---' (10)IL - _-a- >E E GLA - _- • ,- _-- -- i - -' ,- --- (59)HYPCAL -m E Lu LL - 0°60•00 °- • e000°000e°go- 0 - -448 / 4rbr 5g ' / °, s•�- ' / •m m ' o i ' / - w `m •^- -' � - - \ / l � i 4 0000 ��poo 0 0 °000°o° ° i 0000 ° i i , � ■ � - _ -__ � d � V oM0 Z (4) MAG ALE - 4-49 - �' / i 46 46 p i i 470 ■ O --(13) FOT GAR - / -- §1 - ' / �- 1� o° 00°°° ° 4 - 472 ■ c� (A a _ - Lu -(8) ITE SPR • - - _ - - - _ - >� i _0. ° / ' ' z � ; � _ � 464 � =(2) CER CAN- _ _ - - ' / ■ ■ OJ V) a VO) r ■ ' / PARKI LOT 3 LL w - -- / (15) FOT GAR v / i ■ (3 CER SPR • (15) ITE SPRY / i ' / , ' i i i ■ ' ' / 2 U Q O W • - CAN 15 ITE / / 6,779 SF OF i ' i ' i 19 CLE CAL i (2) C i i ■ .° ry > O ..:,.,:,...• ., ER CAN ' . • / (15) FOT GAR for ' h i cod' ) ' `ti E QGL' / • t;}: =' _, .-.... .:. :r:. .:...Lu ' NEW LEAF DRIVE i (4) CRA HAW ' � P\ (1) AC i a v - - ♦ :.y::'t ,.;. ) C ER C i ■ ' (38) LIR BIG ' �� i (1) PRU ALIT ' ■ o w AMENITY SPACE 2 cir _ / PLA OCC TURF ■ - • p:'. :"!:;'.'..:: . ^rt. _ -PLAYGROUND vi / ■ .,.• .:..... ,,...:_ - - - - - _ TURF - / O � T • QQ LIQ CHE $ UR � / I I ■ TURF __-- _ _� II \, �� ■ i ■ �7 - - I �� \ , ' �� ' O w r N > i w ■ i' '� ■ U 0 rN ■- �� I I i / I ■ o - - - - • l l I I I / I I I / / _ ■ / I / , ' �'�� ' / I i ■ i 1� ■ t/I DATE ■ - _ - - N OPEN o I i / > SPACE PARKING LOT 2 - - - ti c I I 4,434 SF Aj ° b ' / 0 1/18/2021 o- - _ i i m / n - RHO I I / I ■ m DRAWN BY O 3 -Z■m s _ - b� 8TH-20' i 6TH-20' �' z 6TH-20' / ■ Z O /-------- I M.RACHNER m m - - - - - - - _ 2 DESIGNED BY ■ � I � I ' � I �� I � � 5 I � �� I / DIUW - z\ --- _ ---- _ -- I I / ■ NI - y - 2 - ^ - \ \ CHECKED BY \ � I o I / � M. RACHNER OQUE PHE R� � _ I o 1 � / ■ I I I I � // ' i � ■ O O � O ■ � I I v ■ _ - - __ _ - - (2) CER CAN - _ �, _ 6 PLA BLOT I i �I D 7�' ■ _ - - _ _ - O I tk i I F. HANCOCK ■ PARKING LOT 2 1 BE CIM - ■ • O h _ � I I 1� 1 � 1 v I � TURF / � I ° � i i O �� A� 1 I I `� ` V A / I I I i I / ■ ' ■ SCALE co 1"=20' 'q/V �� - � y`O� - � o / \ V A v A v v I � I A I I � I I I � i (�) AMEN �� ■ _ a \ as v v v �� ■ TURF \ 70 \ \ \ I v 1 II G - � � � / III I \ \ ` \ ` \ ` - - _ �6 - ' _ ' 6� Co \ 4 \ \ < � ■ ■ ; _ _ - - _ _ - - - v (3) BET CIM s 4 v v . TURF v v v A v v ■ .V (2) QUE PHE ■ ■ ■ ----- - (� z�m v v v ■ i _ -_ - - _ - - - - - _ _ - '� i \ \ a - , 0� A co (18) CLE CAL' N - z oSAN \ \ \ \ C) ■ 2 ACE OGL DOGWOOD RD O n ■ ^� \ 3 MAG ALE 2 ACE OGL z m ` ■ _ _ _ O v 4 CRA HAW 0 AN -- \ O ■ - _ ■ O ' - _ \ (90) LIR BIG_ _) I A v \ O �n O ^\ AN S N _ z o g0 ■ (2) PRU AUT _ _ \ \ \ ` , - , O (2) QUE PHE' (2) QUE PHE a ^ m I m m 22' \ i (89) LIR BIG z Z - W \ (1) PRU ALIT - ■ i - _ - - _ - ` O ° 00 ■ \ VV (3) CDR PRI55 O ■ _ - Lu O O � ■ \ O ) _ as`-- - - - - - - - - H 2 _ r g4 _ _ ■ cC � a \-� \E7-- H 6 AME GRA -\7- 7TH-22' \ �� OILEWIN ■ o m 0 l O I _ �3 ■ __ ` Q LL o o o z ■ > i ■ ■ I ■ ■ ■ ■ / ■ i PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM CAR AME --------------- CARPINUS CAROLINIANA LIQ CHE ------------------ LIQUIDAMBAR STYRACIFLUA'WARD' TM NYS WIL NYSSA SYLVATICA'WILDFIRE' PLA OCC PLATANUS OCCIDENTALIS PLA BLO PLATANUS X ACERIFOLIA'BLOODGOOD' QUE PHE QUERCUS PHELLOS EVERGREEN TREES BOTANICAL NAME ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME O AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' CER CAN CERCIS CANADENSIS COR PRI CORNUS FLORIDA •CHEROKEE PRINCESS' CRA HAW CRATAEGUS CRUS-GALLI 'CRUZAM' TM MAG ALE MAGNOLIA SOULANGEANA'ALEXANDRINN PRU ALIT PRUNUS SUBHIRTELLA'AUTUMNALIS' MlMm EXISTING STREET TREES • • SHRUBS BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS AROABR ARONIAARBUTIFOLIA'BRILLIANTISSIMA' CLE CAL CLETHRA ALNIFOLIA'CALEB'TM FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA'SPRICH' TM VIB MUF VIBURNUM DENTATUM'BLUE MUFFIN' GROUND COVERS BOTANICAL NAME HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' - / i - - v i -- O _ EXISTING TREE KEY ' -= ' ' / JOB NO. i / / '\ ■ 47036 TRAIL BUFFER 4,906 SF \\ 'SHEET NO. L 3 INSTALL SHRUBS SO THAT TPA TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 'I; ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP Y3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAI SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE NOTE: STAKE EVERGREENS U OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE MIN BELOW SURFACE. STAKE T STAKE SHALL BE DRIVEN A MIN 18" OUT 1 FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUTAWAY ALL HEIGHT VARIES WITH PLANTS BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 12" MIN. 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6"SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT G & :.a ♦ L im fit 100 119 Loll, I'll a• • a • a • a- I • ••• a -a :• a "a - • • • 111111 ll,n�t�rlh � id WiLIM Ea •itvivll 19• a •• a •- a • • -• a -•• ki • DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ACE OGL 9 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2.5" CAL. B&B 452SF BET CIM 11 BETULA NIGRA'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 2.5" CAL. B&B 464SF CAR AME 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2.5" CAL. B&B 234SF LIQ CHE 7 LIQUIDAMBAR STYRACIFLUA'WARD' TM CHEROKEE SWEET GUM 2.5" CAL. B&B 250 SF NYS WIL 8 NYSSA SYLVATICA'WILDFIRE' WILDFIRE TUPELO 2.5" CAL. B&B 151SF PLA OCC 15 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 11362SF PLA BLO 11 PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 2.5" CAL. B&B 422SF QUE PHE 12 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 1419SF EVERGREEN TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ILE AME 21 ILEX OPACA AMERICAN HOLLY 1.5" CAL. B&B 56SF JUN EAS 23 JUNIPERUS VIRGINIANA EASTERN RED CEDAR T-8' HT. B&B 132SF FLOWERING TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY AME GRA 15 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 6'-T HT. B&B 130SF CER CAN 12 CERCIS CANADENSIS EASTERN REDBUD 6'-7' HT. B&B 124SF COR PRI 15 CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 7'-8' HT. B&B 124SF CRA HAW 11 CRATAEGUS CRUS-GALLI 'CRUZAM' TM CRUSADER COCKSPUR HAWTHORN 6'-7' HT. B&B 184SF MAG ALE 14 MAGNOLIA SOULANGEANA'ALEXANDRINA' SAUCER MAGNOLIA 6'-T HT. IB&B 1145SF PRU AUT 16 PRUNUS SUBHIRTELLA'AUTUMNALIS' AUTUMN FLOWERING CHERRY 6'-7' HT. JB&B 177SF SHRUBS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING AME CAN 20 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY 48" HT. B&B ARO ABR 27 ARONIA ARBUTIFOLIA'BRILLIANTISSIMA' BRILLIANT RED CHOKEBERRY 24" HT./SPRD. 3 GAL CLE CAL 37 CLETHRA ALNIFOLIA'CALEB' TM VANILLA SPICE SUMMERSWEET 24" HT./SPRD. 3 GAL FOT GAR 51 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HT./SPRD. 3 GAL ILE GLA 10 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. 3 GAL ILE WIN 12 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. 3 GAL ITE SPR 47 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. 3 GAL VIB MUF 8 VIBURNUM DENTATUM'BLUE MUFFIN' BLUE MUFFIN ARROWWOOD VIBURNUM 36" HT. 5 GAL. GROUND COVERS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT HYP CAL 59 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER LIR BIG 1,080 LIRIOPE MUSCARI'BIG BLUE' BIG BLUE LILYTURF 1 GAL. CONTAINER 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marldng has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree reservation and protection measures shall be reviewed with the contractor on site. P 4. Eauipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Tome Materials: ❑ Tonic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanpo: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONIFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 5/1/06 Page 1 of 1 STREET TREE REQUIREMENTS per Sec. 32.7.9.5 of the Albemarle County Code. STREET FRONTAGE REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LARGE SHADE TREE PER 50 LF (240+50) = 4.8 x 2 = 10 LARGE SHADE 10 LARGE SHADE ROAD 1 240 LF OF FRONTAGE 9.6 TREES TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% OF GROSS PARKING 6,166 SF 6,166 x .05 = 308.3 SF 309 SF 2,187 SF AREA INTERIOR PARKING LOT TREE REQUIREMENTS per Sec. 32.7.9.6 of the Albemarle County Code. PARKING LOT REQUIREMENT PARKING SPACES CALCULATIONS REQUIRED PROVIDED 1 LARGE SHADE 3 LARGE SHADE 3 LARGE SHADE PARKING LOT 1 TREES PER 10 25 PARKING SPACES 25/10 = 2.5 TREES TREES PARKING SPACES 1 LARGE SHADE PARKING LOT 2 TREES PER 10 7 PARKING SPACES 7/10 = 1 LARGE SHADE 1 LARGE SHADE .7 TREES TREES PARKING SPACES 1 LARGE SHADE 1 LARGE SHADE 1 LARGE SHADE PARKING LOT 3 TREES PER 10 4 PARKING SPACES 4/10 = .4 TREES TREES PARKING SPACES TREE CANOPY REQUIREMENTS per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 15% OF THE LOT AREA IS 55,140 SF(PROPOSED) + TO BE COVERED BY TREE 389,863 SF 389,863 x .15 = 58,479.45 SF 58,480 SF (4,906 x 1.25 = 6,133) CANOPY SF(EXISTING) = 61,561 SF PEDESTRIAN CONNECTION LANDSCAPE REQUIREMENTS *per Southwood COD. PEDESTRIAN REQUIREMENT LENGTH CALCULATIONS REQUIRED PROVIDED CONNECTION 10 FLOWERING 10 FLOWERING PEDESTRIAN 4 FLOWERING TREES AND 4 230LF (230/100)4 = 9.2 TREES AND 10 TREES AND 41 CONNECTION # 1 MEDIUM SHRUBS PER 100LF MEDIUM SHRUBS MEDIUM SHRUBS 10 FLOWERING 10 FLOWERING PEDESTRIAN 4 FLOWERING TREES AND 4 234LF (234/100) ` 4 = 9.4 TREES AND 10 TREES AND 13 CONNECTION # 2 MEDIUM SHRUBS PER 100LF MEDIUM SHRUBS MEDIUM SHRUBS PEDESTRIAN 4 FLOWERING TREES AND 4 13 FLOWERING 13 FLOWERING 312LF (312/100) * 4 = 12.5 TREES AND 13 TREES AND 37 CONNECTION # 3 MEDIUM SHRUBS PER 100LF MEDIUM SHRUBS MEDIUM SHRUBS 12 FLOWERING 12 FLOWERING PEDESTRIAN 4 FLOWERING TREES AND 4 AND4 290LF (290/100) - 4 = 11.6 TREES AND 12 TREES AND 12 CONNECTION # 4 MEDIUM SHRUBS PER MEDIUM SHRUBS MEDIUM SHRUBS :W. 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ARCHITECTURAL LIGHTING VLL-PLED-III-W-80LED-700u A-WW Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Miv Parking Lot Illuminance FC 2.20 4.2 1.1 2.00 3.82 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 0. 0.0 0.0 0.0 0.0 0 ao / n n n n n n n n n n n n n n n n n n n n n n n n n n n 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.Q � 0.0 0.0 Q Prepared by: LIGHTING VIRGINIA CENTRAL + + + + + + + + + + + + + + + 232 Rich-z Southla23 Blvd. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0. 0 0.0 0. 0.0 Richmond, VA 36 Tel: 804-379-9797 www.lightingvirginia.com ■//�\■ MH = mounting height in FEET 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0� 0 0. 0 0.0 + + 0 NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PANNELL, LLC. + + + + + + + + + + + + + + AO $nJ Q.Q Q.Q Q.Q Q.Q Q.Q Q.Q 0.0 0.0 Q Q 0.0 0.0 0.0 Q.Q 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY + + + + + + + + + + + + + + OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q JURISDICTIONAL CODES. SCALE 1"=30' 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLYRE AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, + + + + + + + + + + + + + MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE 0 30' 60' 0. 0 0. 0 0. 0 0.0 • 0 0.0 • 0 0. 0 0. 0 0.0 • 0 0 • 0. 0 0.0 • 0 0.0 •0 .0 Q PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE + + + + + + + + + + + + Q.Q Q.Q Q.Q Q.Q Q.Q Q.Q Q.Q Q.Q .Q Q.Q Q.Q Q.Q MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. + + + + + + + + + + + + + 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT To VERIFY THAT THE PRINTED OR MORE MAXIMUM LUMENS MUST BE FULL CUT OFF. PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. r; ryan D. Cichocki Z lac. No. 53741 9i 3& M E �s N � N C > E w a E w a) 3 Q LL o 3 p LL w0 W L M a� Voo JM - Ui Z ~ = to X oa =LL U-) _ N =v>� F C c EO1 N 00 W M �H vi M O x cD 0 F p w LU 2 Q z O M 0 F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=30' 06 O 1 TT\ Vl U z 0 < < w J U a w co rl a W LL LU° z p O 0 O = U 2 a 0 O O (O V JOB NO. 47036 SHEET NO. E1.0 L Date: Jun 28, 2021 PAnts Transmittal LUGIHTING VIRGINIA Lighting Virginia -Central AgRNE�y 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision Quote# LV - CENTRAL20-30857 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information E] Plans ❑Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part V3 US Architectural VLL-PLED-III-W-80LED-700MA-NW-1- XX 25' POLE American Lite Pole RNS-25-40-1 1-AB-DM1 9 Page 1/1 °"Me IJob Name: IL- XVLPLED-III-W-80LED-700MA-NW-1g LIGHTING Southwood Subdivision X V3 VIRGINIA Architect: TIMMONS Notes: 4RNEa'y LV - CENTRAL20-30857 FF00009 Lighting Virginia - Central phone 379-7777 fax 804-379-7778 Paqe 1/1 SOLID STATE AREA LIGHTING VALULUME SERIES -PLED S P E C I F I C A T 1 O N S OPTICAL HOUSING Heavy cast low capper aluminum (A356 alloy; <0.2% copper) aasembty with InRgral cooling flns.The Optical Palle)mOantn99Ulfa0e 8 milled flat (a dace Wl1011ce<S 003' over 12') to facililate thermal transfer of heat to housing antl cooling Ms. Solid b nTler wall separates optical antl electrical compartmenis.TM1e optical and so finical compartments ore integrated to create one assembly. Minimum wall thickness Is.18B'. ELECTRICAL HOUSING./ INTEGRATEDARM Heavy cast low copper aluminum (A356 alloy: <0.2% copper) assembly with integral cooling ribs surrounding the electrical compartment and a flat surface on fie by of fie arm to accommodate a photocell receptacle. Said barrier wall sepamtea optical and electrical compartments. The optcal compartment and electrical compartment wtih the Infeg rated supporta nn wnbine t. creole me amembly Minimum wall thickness Is .188'. Cast and hinged driver assembly cave Is Integrated with with, oomp rdmentcoves, PLED' OPTICS Emitters (LED'a) are aaayetl on a metal core PCB panel with e.ch em/tter located on a copper 1hermol transfer oad antl enclosed by an LED retractor. LED ..Has towards the street side and funotlons as a house side shielding element. Re6actors are in action molded H12 corm. Each LED refrach r Is wale to the PCB over an era and all refractors are relined an aluminum PIroJECT NAMF: rIXNIR TYPE: M1FMFmgM ,awDt frame. AM one Ponel, or getup d Ponal�s In a luminaire. have the same optical pattern. LED refractors produce standard site/area distributions. Panels are field replaceableandfleldmt Mbleln W'Increments. LEDDRIVER(S) Constant current electronic with a power factor of >.90 and a minimum operating bmparvlure of -00•F/-00•C. Drlver(s) is/are UL ouL recognized antl mounted rand dreaHty against Me Electrical., camps transer. held down by universal clamps b facillk4e easy _oI �m ao""o oa"�re removal. In line terminal blocks facilitate wiring between the driand optical arrays. Drivers accept an Input of ver 120-277V. 50/60Hz or 347V-480V. 50.60Hi (0 - 1OV r dimmable driver is standard. Driver has a minimum Of 9KV �- VI internal surge protection. Luminalm supplied with 20KV suaeprotecforfor field accessible inslallallonJ LED EMITTERS NIgM1 output LEDb are utilized with drive currents ranging from 350mA to 1050mk. 70CRI Minimum. LED's are awllable In standard Neutral Whits (4000K), or opClonal Cool White (SOOOK) or Warm White (300 o. Consult FactoryforothhI rLEDoptions. Elecharratically applied TGIC Polyester Powder Coat on substrate pprepared with 20 PSI power wash W 140'F. Four step media blast and iron for pM1osp�are pretreatment profecibn and paint adheslon.4ip F bake for maximum hardness and durability, uOue ��TM= {SSn 1019]la 0.S.ARCHITECTURAL U.S. Architectural Lighting "�'"Y'��wa�i © tGAMe Job Name: VLL-PLED-III-W-80LED-700MA-NW-1 LIGHTING Southwood Subdivision XX V3 AVIRGINIA Architect: TIMMONS Notes: 4RNE� ,,, n�urnn. nnn VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL E S _ S _ L70 GREATER STARTING SYSTEM MAX K 550ODK THAN (NIT) TEMP. WATTS VOLTS NPUT AMPS 40 LED 40 PLED Optical 111 111 5,306- 5,306Optical 5,864- 85,000+ 401 43 120 0.36 Module -350tr1A 6,408 6,088 6,729 277 0.16 _ 347 0.12 40 LED 40 PrUl Optical 111 7.656- 8.462- 85,000+ -40'F 65 120 0.54 Module -525mA 9.246 IEDHM 9,709 277 0.23 347 0.19 40 LED 40 PLED"Optical 10,240- 9,728- 101 85,000. d0°F 87 120 0.73 Module -70131 11,749 11,162 12,337 277 0.31 -- 347 0.25 40 lID se PLED"Optical 13,642- IZ960- 14,324- 85.01 -"F 128 120 1.07 Module -1D5OmA 15.652 14,870 16,435 277 0.46 347 0.37 8o LED 80 PLED"Optical 10,824- 10,283- 11,365- 85,000+ -40'F 86 120 0.72 Module -350mA 12,419 11,798 13,040 277 0.31 347 0.25 so LED 80PLED'Optical 16,667- 14,808- 16.366- 85,OODE AMF 130 120 1.06 Module -525MA 17,884 16.990 18,773 277 0.47 347 0.37 Bo LED 80 PLIED" Optical 19,767- 181 20,755- 85,00104H -il 174 120 BAB Module -7001 22,680 21,546 23,814 277 0.63 347 0.50 SO LED BO PLED"Optical 26,255- 24.942- 27,568- 85,000. -40-F 257 12D 2.14 Module -10501 30.124 28.618 31.630 277 0.93 347 0.74 NOTES: 1. Mork Input Amps is the highest of starling, operating, or open dicuif currents 2. Lumen yoluas for LED Modules vary according b the defibution type 3. System Watts includes the source watts and all driver comparseMs. 4. Fuse value should be sufficient to protect all Wiring components. For elecimnic driver and LED component protectlon, use I OKV - 20KV surge suppressors. 5. 1-70CM -TM-21 6x rule applied WARNING: All fixtures must be Installed! In accordance with local codes or the National Electrical Cade. Failure to do so may muff In serious personal injury "'Ante LIGHTING VIRGINIA RSRNEI� J Subdivision TIMMONS VALULUME SERIES - PLED POLE DRILLING TEMPLATE aL. 2- (61mm) (32mm) WIREWAY ODPmm) a NA. .406- DIA. gamin) (3) HOLES WALL MOUNT l r 0mm) . . NOR. p87mrry EXTRUDED ALUMINUM ARM AND CAST ALUMINUM WALL BRACKETASSEMBLY PROVIDED WITH BUILT IN GASKETED WIRE ACCESS FOR FIXTURE/SUPPLY W IRE CONNECTION. WALLPLATE T T ]30. + 3.5' (1� ni 040 1 700MA-NW-1 PLED' MODULES VLL PLED E.P.A.- 0.77 Available in: 80 &40 LED Array V3 80 LED Array m'e' 40 LED Array Drilre System HID No. of LEDs Current Watts Equivalent 35OmA 45 70-100 40 5251 66 100-150 7OOnUA 91 175 1050mA 142 2W-250 350mA 92 150-175 5W DIA, 80 5251 136 200-250 0a0nm) (4) HOLES 70CmA 184 4W 1D5On A 266 450 Spec/Order LOtample: VLL- ED/PLED-VSQ/80LED-700mA/NW/277/1 /IZAL9005 PLED' DISTRIBUTION No. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT TEMPCCT TEXTURED FINISH VLL LED ❑ TYPE II ❑ SOLED El1050MA El NW (4000K)' ❑ t �. El BLACK E]HIGH-LOWDIMMING FOR PLED41 ..,... ® 'inMDARD RAL-9005-T HARDWIRED SWITCHING OR ❑4OLID ❑70 MAA NONINTEGRATED MOTION El TYPE IT FROM POW p CW (5011 ❑ 2.180 �.� ..... .. - HUAN PLED41-FR..... ® ❑525mA ❑ WW (3000K) [I WHITE RAL4003-T ❑ INTERNAL ❑ TYPE II MEDIAN ❑ 240....% HOUSE SIDE SHIELD... HSPIED ILLUMINATOR PLED4B-ML..... ❑350MA OIHEPLmcOLas AVNUBLE El PHOTO CELL+VOLTAGE CONSULT FACTORY El 3120.. %* ❑ GREY RAL-7004-T (EXAMPLE: PC12 V) - PGV ❑ TYPE III MED, ® ❑ TWIST LOCK PLED411 M .. VOLTAGE 390 ■ ❑DARK RECEPTACLE ONLY... TPR ❑ TYPE III WIDE ® _ -' - i+i BRONZE El 7 PIN TWIST LOCK PLED4II W . .. ❑ 120 RAL-8019-T RECEPTACLE ONLY .. TPR) ❑ TYPE TV ❑xoe PLEASE IF ❑440.. .. ❑SINGLE FUSE PLEDIV .......® El GREEN ❑ 240 SPECIFY RALLOOST 02) V. v. 277 34M.. SP ❑ TYPE IV PLE61Vff OO' ❑ UNIVERSAL POLE ❑ DOUBLE FUSE ❑ 277 ADAPTOR UPA PLEASE (208V. 24OV. 4BOV).. OF ❑TYPE V NARROW PLED-VSQ N ❑ 347 WALL MOUNT SPECIFY ❑ STEP DIM MOTION SENSOR , ... (FROGRAMMED 50/100) ❑TVPEVMED. ❑4B0 ❑WM _..,.. ..... ............. MSF211 PLED-V-86•M . sEE usurecaM raa ADDnroruEcaoPs ❑ REMOTE MOWN SENSOR ❑ TYPE V WIDE vLEo-v WIDE IXNRGUI7ATOR .. ). N ........... MS4010 .Wa.e.ec.wmea".cAWai © U.S. ARCHITECTURAL U.S. Architectural Lighting F-croosonzssaumr,(ou).' _® po"Me LIGHTING VIRGINIA 4RNEV� POLE HEIGHT 25' (FT) t� I; 0' VIEW Name: )wood Subdivision tect: TIMMONS DETAIL 3 3"x5" REINFORCED HANDHOLE 0 0' W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC ETAIL 2 DETAIL 1 BASE COVER _T;9LM no 25' POLE ❑ T20 (2.38" OD X 4" TALL) 7.50"-8.50" 0T25 (2.88" OD X 4" TALL) 180' BOLT CIRCLE ❑ T30 (3.50" 00 X 6" TALL) D28 Ia' ]a 8.00" 90', �- ,270' - \ / ❑ D29 m S ❑ D39 0' .88"0 SLOTTED BOLT HOLES (TYP) ❑ D32 I I I I I I ❑ D49 S h 70 I 75 b 0 Be NwarnE (N P amnaal. DETAIL 3 POLE TOP DETAIL 1 BASE PLATE IF.75" ANCrgR 9aLTTEMRATEN ABT-080 4 TO ' H C TDOWNCONCRETE HEX NUT BASE O ER ERALL BASEBYOTHERS WASHER (X2) X FOR OVERALL HEIGHT OF 25' FORO A.B. PAINTED TO MATCH LUMINAIRE 17. )0" PROJECTION T 3.75" D19-DRILLED FOR SINGLE LUMINAIRE CJ/ .., 3.00" ..4 ;, DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED TO: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL WELDING TO CONFORM TO: AWS DIA MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)MBRATN DISCLAIMER, ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCA90NALLY OCCUR IN STRUCTURES OF ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTNG VARIABLES, WBMTONS ARE GENERALLY UNPREDICTABLE THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVARON FOR EXCESSIVE NBRADON AND DABINADON FOR ANY STRUCTURAL DAMAGE. ALP WARRANTY EXCLUDES FATIGUE FAILURE OR SIMIWt PHENOMENA RESULTING FROM INDUCED MBRADON, HARMONIC OSULLATON OR RESONANCE ASSOCIATED NTH MOVEMENT OF AT CURRENTS AROUND THE POLE. LOADING DATA MATERIAL DATA DESIGN CRITERIA: 2009 AASHTO LTS-5 COMPONENT ASTM WIND SPEED(mpM1) g0 100 110 120 130 140 150 POLE SHAFT A500 GR.B 3 SEC GUST EPA FTa 3.8 1 2.3 1.9 1 0.8 1 - - - WEIGHT (Ibs) 40 1 40 40 1 40 - - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TBD MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH DIA. DIA. OR THK (Les) (FT) (IN) (IN) (IN) RNS-25-40-11-AB 25 4.00 4.00 11 GA (.120") 145 DETAIL GENERAL NOTES (i1 t Hryan D. Cichocki lac. No. 53741 �/9o.3Cn M E ON ON N vi N >E W E Q u y0 3 LL 0 OleO L M Q j U m W J -� ��00 ED LM O N v z it P v ~ X K K N < n 2 v ,0 = U > LEI IZ U) O M N ua N M a � W J CD LED! - N Z 0 f Z O a it U Cn LOU _O CUT) LOU � U U W Z W DO DO OL, Q CCL Q CL ry ry LOU ry ry Q N LED DATE 1/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY 1 CICHOCKI SCALE N.A. TI TI 06 O TI T\ V U J O / ULLLI IY 0 Q i w U cc Q P LIL 0 ILL W (� z O /r 0 H \L ( 0 l< U i l� 0 O O T� i I- O L "AN11""'"a`°1niows') dre' © U.S. ARCHITECTURAL U.S. Architectural Lighting Yi'=uoulconFom re Goan 2IIFW w,m.vJl9.vm _® M'CONPIDI3N'l1AL•M DESCRIPTION: wowMM µarcs%° areMNmo ROUND STRAIGHT STEEL ANCHOR BASE OP wlMa MUNeER: RuuTmxasosWwxuTKsaFTNs maeears RNS-25-40.11-AB PscrosaaNNmpwmpirtswawPma z$' X 4.0" X I I GA iROMN5aW1111E W1E IOB NO. 47036 SHEET NO. E2.0