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HomeMy WebLinkAboutSDP202100066 Plan - Approved Final Site Plan and Comps. 2022-08-190 _0 0 0 0 0 rl- t o L_ SITE INFORMATION %v> l V TAX MAP PARCEL, ZONING, AND OWNER INFO: 09000-00-00-001 AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001 EO PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09OA1-00-00-001 DO PARCEL AREA: 86.80 DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP OF ALL PARCELS: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 ZONING: REFER TO ZMA 2018-003 LIMITS OF DISTURBANCE: 7.97 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY TOPOGRAPHY SUPPLEMENTAL TOPO WILLIAMS 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, VA 23117 STAUNTON, VA 24401 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 ]Its IF I In 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. CUMULATIVE SITE PLAN TRIP GENERATION WEEKDAY LAND USE ITE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 46 D.U. 341 5 17 22 16 10 26 TOWNHOMES SINGLE 210 34 D.U. 389 8 22 30 23 14 37 FAMILY VILLAGE 1 TOTAL 80 D.U. 730 13 39 52 39 24 63 APARTMENTS/ 220 86 D.U. 641 13 34 47 30 17 47 TOWNHOMES BLOCKS 9 - 11 TOTAL 86 D.U. 641 13 34 47 30 17 47 APARTMENTS/ 220 121 D.U. 886 19 49 68 47 34 81 TOWNHOMES BLOCKS 11 & 12 TOTAL 121 D.U. 886 19 49 68 47 34 81 APARTMENTS/ 25 D.U. 185 3 9 12 9 5 14 TOWNHOMES SINGLE FAMILY 22 D.U. 252 5 14 19 15 9 24 VILLAGE 2 TOTAL 47 D.U. 437 8 23 31 24 14 38 CUMULATIVE TOTAL 334 D.U. 2694 53 145 198 140 89 229 1/18/2021 REV. 8/9/2022 VICINITY MAP 1" =1000' DEVELOPER: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVILLE, VA 22902 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 Sheet List Table Sheet Number Sheet Title CO.O COVER C0.1 CODE OF DEVELOPMENT TABLES CO.2 CODE OF DEVELOPMENT TABLES C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 NOTES & DETAILS C1.5 FIRE FLOW DATA C1.6 FIRE FLOW DATA C1.7 BUILDING ELEVATIONS - TOWNHOMES C1.8 BUILDING ELEVATIONS -APARTMENTS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 BLOCKS & OVERALL PLAN C2.2 OVERALL PHASING PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.3 ROAD PLAN C4.4 ROAD PLAN C4.5 ROAD PLAN C4.6 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 C5.6 CURB RAMP ELEVATIONS 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 C8.9 SIGHT DISTANCE PROFILES C8.10 SIGHT DISTANCE PROFILES C8.11 SIGHT DISTANCE PROFILES C8.12 SIGHT DISTANCE PROFILES C8.13 SIGHT DISTANCE PROFILES L1.0 OVERALL LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L2.1 PLAYGROUND DETAILS E1.0 PHOTOMETRIC PLAN E2.0 PHOTOMETRIC DETAILS FINAL SITE PLAN TOTAL NUMBER OF SHEETS = 58 SIGNATURE PANEL: SDP �6a APPROV L DATE DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING &ZONING AJ ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT M E O O 0) U N vi N c- Q O E w �' E V C Q 'u- 4 o L U_j 0 a�UoMO wJ-� M p N N () W oa �� U) _ N = V > o �- Q Ln c O MN � M a� 00 J %D I-- Ui 0 D I- 0 w w H Z U z 0 H 0 z 0 a H U U) w z �D 0 0 O H OO � �W LLj � aW a. 0 Q Q DATE 111812 021 DRAWN BY C. GA YNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 06 O JOB NO. 47036 SHEET NO. C0.0 0 Id n� TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCKS UMMARY OPEN SPACE OPEN SPACE TRAIL &PATH TRAIL &PATH REC. AMEN ITY & REC. AMEN ITY & TOTAL GREEN TOTAL GREEN TOTALAMEN ITY TOTAL AMEN ITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONALAMENITIES &CIVIC SPACE BLOCK PLAN(S) (ACRES) REQUIRED PROVIDED AMENITY REQUIRED AMENITY PROVIDED CIVIL SPACES CIVILSPACES REQUIRED RECREATIONAL AMENITIES &CIVIC SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED (ACRES} (ACRES) (ACRES) (ACRES) REQ. (ACRES) PROV. (ACRES) (ACRES) (ACRES) (SF} (SF) 1 1.80 5.97 0.23 0.00 2,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 10,000 SDP202000048 0.80 0.05 0.05 405 LF CLASS BTYPE 1 PRIMITIVE TRAIL 0.80 2025 SDP202100062 6.75 0.19 0.19 1691 LF CLASS B TYPE 1 PRIMITIVE TRAIL 6.75 8455 TOTAL 7.55 0.24 0.24 TOTAL: 2096 LF CLASS BTYPE 1 PRIMITIVE TRAIL 7.55 10,480 2 0.10 1.10 0.20 0.00 1,740 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1.40 8, 700 SDP202000048 0.29 0.03 0.03 297 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 0.29 1491 THIS PLAN 0.81 0.17 0.00 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.11 8950 TOTAL 1.10 0.20 0.03 TOTAL: 1,790 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 10,441 3 0.00 0.00 0.00 0.00 0.00 0.00 SDP202000048 0.00 0.00 0.00 OAO 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 SDP202000048 0.00 0.00 0.00 0.00 0.00 5-8 0.00 0.00 0.12 0.11 0.23 10,500 4,415 SF PLAY FIELD 1,866 SF TOT LOT 500 SF NEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 600 LF CLASS B TYPE 2 TRAILS 2,707 SF GARDEN 4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY 1,135 SF PARK 3,940 SF PARK 1,855 SF PARK 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS B TYPE 2 SDP202000048 1.30 0.11 0.62 TRAILS 0.97 27124 100SF PARK SDP202100062 0.28 0.01 0.18 107 LF TRAIL PEDESTRIAN CONNECTIONS 0.28 7635 TOTAL 1.58 0.12 0.8 1.25 34,759 9-11 0.38 0.00 0.50 0.13 0.63 22,700 500 SF NEIGHBORHOOD PARK 2,1125E PLAYGROUND THIS PLAN 1.64 0.51 0.32 2,170 LF CLASS B TYPE 2TRAILSb 1,059 SF AMENITY SPACE 4,434 SF OPEN FLEX SPACE 5,000 SF NEIGHBORHOOD PARK OR REC. AMENITY 6,779 SF REC. AMENITY 1,211 LF CONNECTOR SITE PATHS 1.37 23560 5DP202100035 0.00 0.00 0.00 0.00 0 TOTAL 1.64 0.51 0.32 1.37 23, 560 12 0.00 0.00 0.00 0.15 6,500 SF ACTIVE USE REC. AMENITY 0.15 6,500 SDP202100035 0.00 0.00 0.15 6,500 SF ACTIVE USE REC. AMENITY 0.15 6,500 TOTAL 2.28 7.07 11.87 1.05 1.07 0.39 1.54 10.41 11.72 58,400 85,740 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 5F DISTRIBUTED ACROSS BLOCKS DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS AREA BLOCK MAX. NON- NON-RESIDENTIAL S.F. S.F. TOWN CONDO/ DWELLING DENSITY GROSS TOTAL# TOTAL TOTAL % OF BLOCK (AC) CLASSIFICATION RESIDENTIAL BUILDING (SF) NUMBER OF LOTS DETACHED ATTACHED HOUSE APARTMENT UNIT RANGE TOTAL RANGE RESIDENTIAL MARKET % OF REQUIRED FOR FOR RENT BUILDING (SF) PROVIDED UNITS REQUIRED DENSITY TOTAL UNITS UNITS UNITS UNITS REQUIRED RATE AFFORDABLE SALE APARTMENTS NUMBER TOTAL (DU/AC) (DU/AC) UNITS UNITS OF UNITS UNITS 1 GREEN SPACE & 0 0 0 0 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0% $.Q0 BUFFER 2 1.30 0 0 0 0 0 0 0 0 0 0 0.0 0 4% 0 4 0 0 0% 3 NEIGHBORHOOD 5000 0 8 6 2 0 0 4-12 $ 3-6 5.7 5 63% 1 3 0 3 38% 1.40 DENSITY 4 1.50 5000 0 5 3 2 0 0 5-14 5 3-6 3.3 3 60% 1 2 0 2 40% URBAN DENSITY 5 RESIDENTIAL 5000 0 35 4 4 26 20 60-127 54 6-18 7.6 10 19% 8 24 20 44 81% 7.10 VILLAGE 6 NEIGHBORHOOD 10000 0 0 0 0 0 0 0-31 0 0-28 0.0 0 0% 0 0 0 0 0% MIXED USE / 1.10 NEIGHBORHOOD PLACES 7 0.60 10000 0 7 7 0 0 0 0-12 7 0-18 11.7 7 100% 1 4 0 0 0% 8 1.00 10000 0 6 6 0 0 0 0-17 6 0-1$ 6.0 6 100% 1 0 0 0 0% 9 1.80 10000 0 15 0 0 15 0 0- 61 15 0- 34 8.3 15 100% 2 0 0 0 0% 10 20000 0 26 0 0 10 16 11-62 26 6-34 14.4 10 38% 4 0 16 16 62% 1.80 URBAN DENSITY 11 5.40 MIXED USE 20000 0 46 0 0 45 51 20-182 96 6-34 17.8 45 47% 14 0 51 51 53% 12 3.00 30000 0 1 0 0 0 70 13-102 70 6- 34 23.3 0 0% 11 0 70 70 100% TOTAL 34.00 N/A 0 149 26 8 96 157 N/A 287 N/A 8.4 101 35% 43 29 157 186 65% PROPOSED BUILDING HEIGHTS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) REQUIRED: NO MIN., 3 STORIES OR 35' MAX. REQUIRED: NO MIN., 3 STORIES OR 40' MAX. REQUIRED: NO MIN., 3 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 50' MAX. PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: 40' MAX. PROPOSED: 37.6' MAX. PROPOSED: 37.6' MAX. H p T Bryan. D. Cichocki `Z U Lic. No. 53741 ��SIQNAL �G� M E a N o N w a� E ~ U Q LL o U. L w O c� , <QJU0M0 Z wN-i.ri O C7 (A o N a H z U � 0 X cn O Q � w Lu �� =V >Ln O ' �- Q CO 4 cra O N >uo FOR BLOCKS 9-12, 1.5 SPACES/ UNIT REQUIRED FOR MULTIFAMILY/APARTMENT RESIDENCES. 0- 7, j W �� W wZ> vi W °- O � J Q O q F- 0 N N = Q N Z O tj) DATE H 111812 021 O DRAWN BY . C. GAYNER DESIGNED BY i C. GA YNER • CHECKED BY • B. CICHOCKI • SCALE N.A. 1� 06 C!� W m U Q a i-- J _z LU 00 1 W Q tal 1 w n- mp �-'-q Q J LL W W O > (� r W `r z QU U 7 V W C) 0. C) 10 c i o a JOB No. 47036 SHEET NO. C0.1 PARKING REQUIRED AND PROVIDED TOTAL PARKING TOTAL PARKING SPACES ASSOCIATED PLAN(S) LOTS HOUSING TYPE SPACES PARKING SPACE LOCATION REQUIRED PROVIDED 1A-1D, 2A 2B, 3, 6A- (2 SPACES / UNIT) X {26 (50) ON -SITE, (2) ON CARDINAL 6E, 12, 24, SINGLE FAMILY UNITS) = 52 SPACES 52 HILL LANE 33, 34, DETACHED (2 SPACES/ UNIT+ 1 GUEST (16) ON -SITE, {1) ON HORIZON SDP202000048/ 4, 5, 8-11, SPACE / 4 UN ITS) X {8 UNITS) 18 ROAD, (1) ON WARDELL CREST 37, 38 DUPLEX =18 SPACES SDP 202100019 MULTIFAMILY (2) 6-UNIT (2 SPACES j UNIT) x {20 40 (2 ADA VAN) (39) PARKING LOT, (1) ON 13 AND (2) 4-UNIT UNITS)=4-OSPACES CARDINAL HILL LANE (2 SPACES %UNIT+ 1 GUEST (28) GARAGE, (24) ON -SITE, (2) ON SPACE/4UNITS) X (26 58 HORIZON ROAD, (2} ON CARDINAL 7A-7H, 14- UNITS) = 58 SPACES HILL LANE, (2) ON WARDELL CREST 23, 25-32 TOWNHOMES (1.5 SPACES/UNIT) X 70 (140) GARAGE AND DRIVEWAY UNITS =105+ 18 GUEST =123 163 PER UNIT, (23) ON STREET/ALLEY THIS PLAN 1-70 TOWNHOMES (1.5 SPACES/UNIT) X {16 25 (2 ADA VAN) (25) ON STREET/ALLEY 70-72 MULTIFAMILY (2) 8-UNIT UNITS) =24 HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SDP202000048 & SDP202100019 Number provided this plan (SDP 202100006) TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 3 3-4 Habitat Single Family Attached Ownership 25%-80%AMI 40 years 0-15 2 0 2 Habitat Single Family Detached Ownership 25%-80°/a AMI 40 years 0-10 0 0 0 Accessory Units Rental 0%-80%AMI 10 years 0-5 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 0 15 Deeply Discounted Units Rental 0%-30%AMI 10 years 0-5 5 0 5 Habitat Condominium Ownership 20%-80%AMI 40 years 0-20 15 0 15 5-8 Habitat Tawnhames Ownership 25%-80%AMI 40 years 0-30 18 0 18 Habitat Single Family Attached Ownership 25°/0-80%o AMI 40 years 0-15 4 0 4 Habitat Single Family Detached Ownership 40°/0-80°/o AMI 40 years 0-10 2 0 2 Workforce Ownership/Rental 60°/a-120°/o AMI N/A 0-10 0 0 0 Accessory Units/Carriage Units Rental 0%-80%AMI 10 years 0-5 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 Market Townhomes Rental Unrestricted N/A 0-30 0 70 70 9-12 Habitat Condominium Ownership 20%-80%o AMI 40 years 0-30 0 16 16 Deeply Discounted Units Rental 0%-30%AMI 10 years 0-5 0 0 0 LIHTCApartments Rental 30%-$0°/oAMI 30years 80 0 0 0 L_ Tay. Map and Parcel Numbers) 09000-00�00-001A0,'090AI 00-00-001E0, 07600-00-00-..051AO f, ;3 Owner(s) of Record: SOUTHWOOD CHARLO TESVILLE, LLC ti V 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 lit-2 to :NM ': 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- 001.A.0, 090AI-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 "Project"). Pursuant to Section 333 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned'to-the zoning district identified above. These conditions are voluntarily proffered as a part cif the requested rezoning and the Cowper 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. R.emoval of Proffers and A.men.dmeja included on Tax Map. Parcel '090A1.-00-00-001EO. All existing proffers associated with the Code of Development, applications, and Application Plan for ZNtA 2005-00017 relating to Tax Map Parcel 090Al- 00-00-001E0 are hereby removed and superseded by theses proffers. Tax Map parcel .090.A.1-00-00-001E0 (along with parcels 09000-00=00-001.A;.0 and 07600-00-0051A O) z shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 2% 2018, 'last revised July 29, 2019. 2. Trails Parr Civic Sp aces. a. Greenway Connections to Potential A *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 Country to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location; of the Trail is shown on the Application Flan on page '$ of the Code of Developmei t; 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'') Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block. 2 to the existing natural trail along the: northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300"' Certificate of Occupancy in Phase 1. SOU rIT OOD CHARLOTTESVILLE, LLC, a Virginia limit 1 bility compan :By: Dan Rosensweig, Manager TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA(115' REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 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 STEPBACK° MIN. N/A N/A 15'E 15'E 15'E AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK ; MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK MIN. NO MIN. 5' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKS MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. 0' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACK TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19C / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. C THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE. 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). G 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 T. 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. M E 0 0 N U N � >� wUJ U Q� o 0 U. W O <�v o z 1 U N — Lri O N d U' WO Q} M O � X U) �O � w p U) a� �Va� o Qo Sri v) O N > LU a� W W Q4g vi W � a 0 0 �; 0 az N p NJ > W F- N N 0 a n z 0 DATE V) H 111 812 02 1 0 >_ DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI • SCALE N.A. 0-6 — 0 0 U C L kftk o 3:(1)W U) 0 W Q `_ CL cu �J c m 0 U (1) Q 0 o zW pp LU W N cc Q G If w 0— M O ,O ,--I <C 0 u- W w > W �� I— �o V) z 0 0� 0 �z U LL -.o _2i C 02 W E 4- Q �� z10O a o o= C) 0 Z N o o � �� x Fa) 4- o 0 0 Q:5 o Q. � a' - Y N� U N Xo O U �(n (_ � U � L Z E U � O JOB NO. (n o w.2 � U 47036 Q31d C O SHEET NO. � }Uo CO.2 W �E IN 0 V M T Q n 0 N N 0 N_ T 0 0 o_ 0) 7P W W 0 06 U) w F- 0 z 0 0 0 U 0 a� L 0 0 rn U O CD 0 0 O 0 0 M LEGEND ROADS SEWER TRAFFIC STOP BAR --� EXISTING SANITARY SEWER STORM PIPE &STRUCTURE NO. ~~��-�- `° ® U DROP INLET & STRUCTURE NO. @--SAN-►-@ PROPOSED SANITARY SEWER CURB 1 PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER -41111F PROPOSED PAVEMENT -m��----��----���-m--.--mw- EXISTING WATER LINE -► CENTERLINE OF DITCH g" W PROPOSED WATER LINE BENCH MARK g" W PROPOSED VALVE CLEARING LIMITS }T}- g• W PROPOSED TAPPING SLEEVE �- R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) -- -- 200 - -- - EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB �-- TC 240.5 PROPOSED SPOT ELEVATION EP = EDGE OF PAVEMENT TW = TOP OF WALL 1Q PARKING COUNT BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT Zf _ MANAGED SLOPES PRESERVED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS SEPTEMBER 14, 2021 GENERAL NOTES 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 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). 18 A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0 30 GALLONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). LINES AND STRUCTURES, AS NECESSARY. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SUBGRADE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF WAY. (N/A) 10. THE LINE. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE 26. OF ROAD. (N/A) ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SLOPE OF 0.004 ft./ft. 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-09. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. THE END OF THE DAY 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED REVISION OF THE ASCA RULES AND REGULATIONS. BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Albemarle County Private Road Acceptance Procedure Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the :minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed .location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design., provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CSR'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. 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-drEuns and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans and plats: Provide drawings of the constructed .improvements according to the Albemca le County As -built Road Plan Policy. Provide copies of all recorded drainage easements, sight easements, and right -of --way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within :right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release :inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per .items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements sudh 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 € nd construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This Form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This Form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the C:ou.nty. 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. F DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. H �� 36. ALL ROOF �. 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). r--a 38. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM Bryan D. Cichocki Z MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, Lie, No. 53741 BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE �o THROUGH A BACKWATER VALVE. NAL BLASTING NOTESmilli 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 50/50 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 �'Lf3G51+` Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. I t . 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 Dotes ,Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Cojastructioa Notes l . Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of 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. Ali 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. opinion of the the o 6. Paved, rip -rap or stabilization mat lined ditch may be required when in. p 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 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). M E O 0 Q% U N Ui w °J E ~ U ED � Ld0Ce 2,_, a J U oMo Zi - u; N r N z -�Mt U > a CLn a)O N Q M 00_J � F_ Ui 0 _ 0 w W z 0 V) ZD 0 u 0 H U to w 0 F { M F-1 Q CC) 2 ::) V) W Q2 W z � g a 0 q Q j DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 66 0 W U ►. 0 a� Q T � L �..J o W 0 � o M u.i Q W � Q W w 0 1� Q 06 0 LL O U) W W 00 0 O O (7 o �z U 0o z r E E- o �0 �C �0 0 U or) (D� 0 U) Z� o� 2EX 0 � x �' 0 � o QiS O .3 a U U N axi o U U t � .Y L (0 = � U L a) 0 E� U � _0 -0 0� @ n U JOB NO. ° o u).2 � U 47036 @Y) 0 c 0 U SHEET NO. Q o C1.0in E L_ cv 0 I✓ .Q n 0 N N O N co c 0 0 n J w 06 v, w O z , 0 U i U N O co c� 0 r c- N Y U O m O O 3 7 0 CO O r- i 0 CD-1 CUT _ �k--"-- E PAVEMENT SUBBASE FILL UBGRADE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT -+E - PAVEMENT SURFACE & BASE 1 EW-12 TOP OF CUT PAY LIMITS FOR (TYPICAL) OUTLET PIPE TO BEGIN WITH 45' DITCH LINE ELBOW / EDGE OF PAVEMENT TRAVEL LANE i f - 45 ----- �-r- - %---�- k 5' EDGE OF PAVEMENT PAY LIMITS FOR OUTLET PIPE TO SHOULDER LINE \ BEGIN WITH 45° LINEDITCH TOE OF FILL ELBOW 00O O 00 0 0 0 0 0 0 0 0 0 0 a 0 a -E'-- SUBBASE v p397/ �-EVy-12 0-0-0-0•0-0•0•o•o-a- ��/ (TYPICAL) .0-0. 0 - a - 0-0. o - o • o - o • 0 - o -+E SELECT MATERIAL TYPE I OR I£ o-o-0-0-0-o-o-0-0-0-0-0 o GO�k. ` ` " AAA #57 AGGREGATE, #8 AGGREGATE OR CRUSHED ` A A . A " GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW r- " GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR -.E-- PAVEMENT SURFACE & BASE 000 0 000 0 0 0 0 0 0 0 0 0 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE O O O O O O O O O O 0 0 • o- o :. a - o • o • o • o . -< SELECT MATERIAL TYPE R Oft SUBGRADE o • o - o . 0 " : , . , ` " 0 - o - o - o o (CEMENT OR LIME STABILIZED) GEOTEXTILE A,-`" #57 AGGREGATE, #8 AGGREGATE OR CRUSHED DRAINAGE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN, (3 % DESIRABLE) GRADE. CRUSHING STRENGTH 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE TYPE OF PIPE iEW,T. 6" NOM. DIAMETER INLETS OUTLETS FOR MANHOLESDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP W.T. 4" NOM. DIAMETER SMOOTH WALL PVC .103 0.153 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER -ENTIRE PAVEMENT AREA SMOOTH WALL PE 70 PSI i(i(if 70 PSI )(XX WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. X WALL THICKNESS (MIN) -INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 3(�(3( TESTED ACCORDING TO A5TM D-2412 AT 5 G DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. 1VDOT STANDARD COMBINATION UNDERDRAIN SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 LIMITS OF PAY FOR PAVEMENT ZkID OUTLET PIPE SUBBASE TOP OF CUT G SUBGRADE �/ TOE OF FILL FILL !!T�COMBINATION�UNDERDRAN ©ITC (TYPICAL) T7 i SHOULDER LINE LINE ` I EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS ► µ�\90� TRAVEL LANES CENTER LINE SECTION - 1 - - - - r-�- -3 ------- (WITH TYPE 1 SELECT MATERIAL) EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LINE YPiCAL)�•"'�I TOE OF FILL ,+e-PAVEMENT SURFACE & BASE t 0 0 0 0 0 0 0 o SUBBASE LIMITS OF PAY FOR o OUTLET PIPE o • a • o - o - o - o • o - a - a - o • o - o - -,SELECT MATERIAL TYPE i OR 9I PLAN VIEW SHOWING PLACEMENT OF O. O- O• O• O• - CD-2 UNDERDRAIN ♦ A w a w A w w #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOT£XTILE GLASS MEETING #8 GRADATION REQUIREMENTS. DR FABRIAGE 1'-O" NON -PERFORATED OUTLET PIPE OR TYPE OF PIPE CRUSHING STRENGTH iW.T. 4" NOM. DIAMETER a(W,T, 6" NOM. DIAMETER SMOOTH WALL PVC .103 0.163 -K-PAVEMENT SURFACE & BASE SMOOTH WALL PE 70 PSI )(>(X 70 PSI )00< 0 0 o w o, o A o 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE SELECT MATERIAL TYPE I OR SUBGRADE X WALL THICKNESS (MIN) - INCHES ' ' �? o o v o o v o 00 (CEMENT OR LIME STABILIZED) X )( X TESTED ACCORDING TO ASTM D-2412 AT 5 X DEFLECTION. A A I A #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING # B GRADATION REQUIREMENTS. FABRIIAGE ' -° GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN.(3X DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CQ_2 INLETS OR MANHOLES. 5'-0' GGREGATSIZE NO. 21BB(6 E MIN. DEPTH) I 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6, ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN �VDGE S REFERENCE ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 CO-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF 2" R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. D EG p 111111 P p p A D D D D D . p • P . P . P • p P P P P P D D DTHE D D J6„ 2' 0" OF THE CURB GUTTERTTOM MAY BE CONSTRUCTEDD PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" IS MAINTAINED. AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 A A {........................................................................................................................................................................................................................................................................................ R1-1 STOP AReduce spacing 40% E A B C D ..........I E ........................... F !- 18 .375 6 6 C 3 7.75 I 24 .625 8 8 C 4 10 ----- -- 36 ---.75 .875 --10.._._._ 12 v10-- - 12 C ---- --- 6 --12-5 -- 15 48 1,25 16 ................... 1 16 C _.___.__.__._._._._._._._._._.._._._._._.___. 8 20 COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale 611 /Ir TOP OF CURB VDOT A-3 CONCRETE SURFACE \ a BASE 12" ��j\�j\� a Q CONTINUE 21 B STONE BASE �� o cooj'(c�o`u SUBBASE FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB PARKING LOT No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' _ MAX. CROSS SLOPE 2% a 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. CONCRETE SIDEWALK PAVEMENT SECTION 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 3�434 4 3 41 ' 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) 0 8" TYPE 21 B AGGREGATE BASE COURSE 0 0 o v v v v \\\/\\\/\\\/\\\/�\\\/\\/�\\/�• COMPACTED SUBGRADE BG RAD E /\ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2016 ROAD & BRIDGE STANDARDS CG-11 NOTE. WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2/. FOR A WIDTH OF 5 FEET. A� X�STREET APPROACH SAME SURFACING (RADIUS TO BE AS 0 C GENERAL NOTES AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) cn 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 e SIDEWALK USED WITH THIS STANDARD. � (SIDEWALK - (SEE Ld NOTE 5) OPTIONAL UNPAVED SPACE r- 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE V) FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION - - -----m +--- _ REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION o EXPANSION OMITTED IN THE ENTRANCE.) JOINT I JOINT F 4. RADIAL CURB OR COMBINATION CURB AND GUTTER - - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE- WIDTH "B" 2'-0" OR AS (41 MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL 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 8 % MAX. D OPTIONAL FLOW LINE GRADE CHANGE p 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - __ - - -- - -- - -NOTE 7) THE ENTRANCE. 8% MAX. - -_ D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANCES GRADE CHANGE "D" ARE LISTED W THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A A THE DO MANUAL, INCLUN STOPPING ROAD fKESVAILUE �GHT DISTF CE AND REQUIREMENDTIS.G 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A ¢" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES � • °. cD 1"�t �' CLASS A3 fl, o ° °' +� (H.E.S.) CONCRETE ` SECTION C - C ENTRANCE VOLUME GRADE CHANGE "D" -_ DESIRABLE _--- MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 MEDIUM 500-1500 VPD < 3 % 6 LOW LESS THAN 500 VPD < 6 % H/* 8 NOTE. ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDDT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 2016 ROAD & BRIDGE STANDARDS PRIVATE ROAD CROSS SECTION CIL 0.5' CG-6 { 1.5" SM-9.5A 22' 2.5' (PAVEMENT WIDTH) -°- 3 % i e aill 1 COMPACTED SUBGRADE 2" IM-19.OA 6' 3" BM-25.OA 5' SIDEWALK (PLANTING STRIP) 47' PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. 1' 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) CIL 1.5" SM-9.5A CG-6 I VARIES 20' MIN (PAVEMENT WIDTH) 2.5' I- 2% TYPICAL (VARIES) MIIIIIIIII MPACTED SUBGRADE �- 2" IM-19.OA 3" B M-25.OA {= PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.) ALLEY CROSS SECTION No Scale 0.5' CG-2 ALLEY 3 (17+25 - 19+65) ALLEY 4 (WHOLE LENGTH) CIL 1.5" SM-9.5A i VARIES 20' MIN (PAVEMENT WIDTH) -. 2% TYPICAL (VARIES) COMPACTED SUBGRADE 2" IM-19.OA 3" BM-25.OA { PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.) ALLEY CROSS SECTION No Scale CG-2 0.5' 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) 2% 1 2% COMPACTED SUBGRADE -� 2" IM-19.OA 3" BM-25.OA PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. T BEYOND THE BACK OF CURB (TYP.) ALLEY CROSS SECTION No Scale 0.5' 0.5' 0.5' CG-2 0 0 1' N 5' 1 SIDEWALK E Lu �v�3-1 �- U. n L �O A-7 ¢JU00 Z a- .J - ui L1_I m O H C:)C7 d- d W z `r Q U LL.. � Qj 0 r� t- `t Lri -J C'J > 0 n r1r) IY j 2 WLLJ Z � q �W O Q O 4 I _ 0 N N N > H LLJ I- (Z:D N o CG-2 (HEIGHT VARIES SEE o ROAD PLAN SHEETS FOR z AREAS OF FLUSH CURB) o DATE ZD 111812021 O CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. JOB NO. 47036 SHEET NO. C1.1 N a :3O CL o� L (', Z QO O c (u 4- >✓ 0 �W IZ 0 C9 U) Z O 2 0. 2i x F_ a) o:5 0 a� C. , o 3: Q CD Q) - Y U C Q) o_ N}' U 'f'• L Cn L (ti 0 (n U � L O E U � �V o N o @ U L C� 0 O V 20 s2 a) � L_ WP-2 t0 C ca CL 0 N N O N r co C 0 N B 0 n J I-- LLI 0 W t-- 0 z O _0 U cD N v r U O m I "D 0 O 0 O 0 x 6 METAL POSTS 10'-6" 4 x 4 METAL POST (TYP.) 12'- 0» CONC. DUMPSTER PAD 14'-0" 1 x 6 crnrn rn 12' S 7 HINGE OUTSIDE ELEVA TION 3 SIDES 1 x6CAP 1 x 6 TRIMMER 2 x 4 RAILS NOTE. • ALL LUMBER SHALL BE PRESSURE TREA TED 1/4 " SA WI TH TURN5 CROSS 2 x 4 FRAME INSIDE ELEVATION 3 SIDES 1 X 4 CAP O VER I L u/IIIYL UVL- I J OUTSIDE GA TE VIEW DUMPSTER ENCLOSURE DETAILS NOTES: 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING FINISHED GRADE 1 ' -4" 1.5"ALUMINUM RAIL (TYP.)- J I.NJ I LM VVMr_CLJ INSIDE GATE VIEW 12" MIN (TYP.) T-0" (TYP.) EXP. JOINT ,FINISHED GRADE CONCRETE CORE DRILL CONCRETE FOR 4 5" HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" 4 BELOW FINISHED GRADE AND 00 0 GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) 8" 5" # 57 STONE } #3 REBAR (12" O.C.) (2) #5 REBARS, BOTTOM CONTINUOUS, SLAP 2'-2" AT SPLICES COMPACTED SUBGRADE EXTERIOR STAIRS No Scale CONC. STONE- 4 x 4 METAL POST UNLESS ., ,f IDA II „ -rt t t- NOTED TRIMMER SIDING POST ELEVATION REV. 9/06 201.02 06 CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB �P PAINTED 18' 1$' PER 2% MAX. -- ---4„ VDOT 4 SPEC. PAINTED STRIPE (TYPICAL) 8' S' 8' 8' 8' _F 1. TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12' EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS _--------EXISTING SUBBASE-------- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I I/Z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. "�VDOT ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION T =D Is-1 �9 a BE A 9 � s l V A d TRANSITION BETWEEN c PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. SIGN AND POST DETAIL NaTEst SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. No Scale ffiSERVCr1 �fI�G�V+ �� VA. SIGN FOR THE DISABLED ON 0.80 GAUGE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR P� PAFCING CLASS C1IEXCEPT THAT 25X OF COARSE AGGREGATE MAY BE PBJALn PB�AI.TY Sp0-$OOFI�E i100-3500RE TOW AWAY ZONE TOW AWAY ZONE VAN Aoce�E 6' ABOVE FINISHED GRADE ADA PARKING SIGNS No Scale 2„ � 5„ ��f . p •, 3„ 2„ R Dp 4" �••E.... i„ R� N SEE NOTE 4 \ p•• d, o, D. D, ram- 7„ STANDARD 4'' CURB VIRGINIA DEPARTMENT OF TRANSPORTATION SURFACE BASE SUBBASE ALUMINUM. COLORS: GREEN BORDER & UP TO 4 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, SHALL BE COARSE SMOOTH BY MEANS OF HAND AGGREGATE SHALL REMAIN EXPOSED, LLING. NONE WHITE BACKGROUND. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET 2016 ROAD & BRIDGE STANDARDS SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I SHAPE TO ! CONTOUR ( ! OF PIPE ! I I ! I A SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS CONFIGURATION AND FLOW LINES. "" SECTION B-8 SPACES SHALL BE IDENTIFIED BY ABOVE PLAN GRADE SIGNS AS RESERVED FOR PHYSICALLY METHOD OF TREATMENT IN MANHOLES DISABLED PERSONS. PROVIDE ONE (1) R-7-8 XV00-r r- �A�� �-(��{�j� a � ING SPECIFICATION SIGN AT EACH PARKING SPACE INDICATED ON ROAD AND BRIDGE STANDARDS REFERENCE SITE PLAN. SIGN SHALL BE ALUMINUM SHEET i OF 1 REVISION DATE MANHOLE & INLET INVERTS VIRGINIA (PAINTED WHITE) WITH GREEN LETTERS AND 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION INTERNATIONAL WHEELCHAIR SYMBOL. SIGN 2fl16 ROAD &BRIDGE STANDARDS SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUC OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUS- IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREM FOR CC-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD D MANUAL. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TR41SITION IS TO BE MADE WITHIN 10'OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. SPECIFICATION REFERENCE 105 502 CO-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REV. 9/06 201.04 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10'OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. COMBINATION 4'' CURB & GUTTER VIRGINIA DEQARTMENT OF TRANSQORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED SQECIFICATION REFERENCE 105 502 H 0. an D. Cichocki �I BrY � Lic No. '63741 SIONAL M E O Q N V rV � > w E M a � < o U. L � O � a_jU o z w J - Lri 0 Ql Ur W Q M r--� N z ,"t U �� �¢ Lu 0 L.L 0 c d- C7 1714 U > � 0 O aN Hpvi 4-1 � > ti (� a p j w C:) Lu w LI,I �qz vi WZD a 0 U.j V) kz (D p � j I- 0LLI N N > ui N w I- N N QCO '~ \ Z n 0 DATE > 111812 021 0 DRAWN BY C. GAYNER DESIGNED BY s C. GAYNER CHECKED BY • B. CICHOCKI . SCALE . N.A. T� CL C 66 - 0 O U •. o (� V 1 0 Q 0 u a� o o W w C Q W t � LI..I Q •L T--i O < 06 o LL O C/) W uw 8 a I- -a Q O 0 0C O ',°' z < u z 2 2i o F- C T h-- E E � O O 0- O o= o In z � o� o�x F- o 0 0 o CD Q C U � C x 0 a) Na--• U y_, L (n o �N (4 O � Q L N O E C U uo O 70 co �U JOB NO. U o .2 � U 47036 m u) Y) 0 U SHEET NO. Q•O C1.2 -r-E L_ C: (D 75 5; 0- C14 N C) co 0 _0 Id 0 n - 0) _j LU ❑ 06 LU I-_ 0 Z 4., 4 .4 T 44' MIN. a04 4 6* MIN. 6" MIN. 4% 4 -A 4 ------- - ----- 71 - -4 18" MIN. 37" MIN. 1-Y YdNGNUT LOCKING ASSEMBLY 12 MIN. E iYPASS 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, r-r7) TYPICAL METER VAULT (1 1/21' METU-f NTS FIG, W-713 VARIES 4" DIAMETER BRANCH AND VALVE—-, WATER M TD-15 ALVE BOX �--RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES .J. PLUG THREADED COUPLING PVC SLEEVE- BRASS NIPPLE AND PVC CAP LUBRICATE ALL THREADS THRUST BLOCK (D METER BOX (SEE FIG. W-7) VALVE L A NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS \_2" !1 . ". ,V'A.4 VARIES VARIES BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 FINISHED GRADE _TT Z AIR RELEASE VALVE BRONZE GATE BRASS OR BRONZE PIPE VALVE DRAIN TO GRADE IF POSSIBLE IL BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "WO SOFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON - TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED, 2) FOR WATERLINES SMALLER THAN 12" USE A 1- A.R.V. AND FITTINGS, FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS, 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR, RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 VARIES I WATER MAI LVE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). DIES _2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING I MMI IN r-U JUI IN I f- I I I I IN U> NOTES: a 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 FOR THRUST BLOCK DETAILS ON TEE. * REFERTO FIG. 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. • USE 2500 P.S.I. CONCRETE, LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 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, (5/8"--1" METERS) NTS FIG. W-7 TD-13 METER SIZE DIMENSION A DIMENSION B DIMENSION C 112, 3r1` 510' 5`00 3$80 39 51 MIN, 10, 6' MIN, 4' GREATER THAN 4 PROPOSALS WILL BE SUBMITTED, B DOOR HINGES LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULI N,T,S, FIG. W-7A .,75" DIAMETER DRILLED TALE FOR TOUCH READ JNITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES V 6' MIN 2' TO 10' (270 7 CU, FT. VALVE BOX #68 STONE 42" IN 6" GATE VALVE Xall rt I TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 7 WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, N OTE 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 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 M.J. GATE VALVE - - - - -- WATER 4 1 LINE 4 2500 P.S.I. CONCRETE s 4 2*x 2' BEARING AREA. THRUST BLOCK 4 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 1* COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 0 (1) I' TYPE 'K" SOFT COPPER I'xl*xl" TEE No SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE; SADDLES SHALL BE: USED ON PVC PIPE, 1/8 BEND COLIPUNG FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICF3 OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2.' \V EL 1010 RESSION /4' MA LE PIPE C PO G PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMIL.Y RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID FINSHED GRADE METER BOX 36r MIN, COPPERSETIFER so CORPORATION STOP ,,- �;t -_,� I- 1 (T- _." 13OX AND SETTER (2-INCH BRICK AS NECESSARY SAND OR DUST UNDER S yn i NTS FIG. W-6A TD-10 FOR BENDS 8" c3r SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. USE BRACING STRAPS FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS. FOR 18" BEND USE 3 STRAPS AS SHOWN. D 4 BARS 0 12" ON CENTER `t FOR BENDS & LARGER �CQNCRETEQLASS 8 ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, CENTER BEND PIPEA SIZE B C D E F 4" - 6' 1'-9' 2'-3' 2'-6* V-2' 2'-W 1 1/4' W 2*-3' Y-O" 2*-6" V -6' 2` 6" 1 1/4' 11 1/4- 10" 2,-9 " _ X-9- _ 2'-6- 2'-O' V-O' 2" 12. 2' 18" 3*-6- 5' -6" 3'- -3*13'-0' -3" V-6-12 1/24 4- - 6" 2'-6" 31-0, - 2-'-6' V-6- 2'-8"I1 1 5" 3'-0' 4*-3* 2'-6' 2'-6" 3'-3-1 e - 22 1/2* 10" 5*-0" 31-0" 21-9" V-9" Z* 12* 3*-9" W-3' 3'-0' V-6" 4-3" 2' w rl-EY 7'-6- T-3- 4'-0 51-81 - 2 1/2' 4* - V X-O" 6'-0" N-O" 3'-3 3'-3' 2 1/4" a- 3#-6- W-6- V-O' S-13" S-9' 2 1/4" 45. 10' 4'-6"! 7'-613'-Cr 4'-3- 5'-0- 2 1/4" 12* V-31 W-01 3*-3' 5'-W 50-9" 2 1/2' 18- W-0171-3-12 1/2" T H WIDTH DIM. "F" MD ICKNESS OF C K N WELD FILLET WELD STR P RAP STRAP = 1/4" ST ST DARD HEX L4UT K4" THICK ATE WASHER 3" THREAD 1" NOMINAL INSIDE 3/4 3L4" ANCHOR DIAMETER EXTRA BOLTS BOLTS STRONG STEEL PIPE- .1 BARS 0 12" # PIPE 13ELL PIPE BELL Ott, FOR 12 BENDS & CONCRETE CLASS "B" LARGER 1 -9 CHART FOR 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 6" MINIMUM 7MINIMUM 4' MINIMUM 4 4 1 4" MINIMUM 4 . NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum 4 <. Certification of 957. compaction required Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed 45' soil , or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B ; 4 TD-5 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED SOIL (TYP) 2 3/4' DIA ALL -THREAD ROD /-WATER MAIN Z VALVE 24" MIN UNDISTURBED EARTH PLAN CLASS A-3 CONCRETE MI .= MEGA -LUG Miss F! M, 4 18" MIN 8- ELMTION UNDISTURBED EA 24" TRENCH - - ------ 24".­ MIN WIDTH MIN SEQIIQN 1, ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2, CONTRACTOR SHALL ENSURE THAT THE COLLAR SEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH Is LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES WATER SEWER iv P q cl� LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,> EASEMENT WIDTHS, WATER OR SEWER ONLY 20' MINIMUM WATER & SEWER 30' MINIMUM YA SEE PART 3, PARAGRAPH Di SEPARATION [IF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" 4IN 2 INITIAL BACKFILL 8M MIN MIN. MIN. MIN. 6" BEDDING #68 STONE 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 CONDITION INITIAL BACKFILL 4! MI 4. MI UNSTABLE MI MIN. MIN MIN, #68 STONE jr, GRANULAR FILL AS APPROVED BY AC,' 3A Z S T C 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-2 161 4� MI E .t�W I MI MIN. 7 77m8j TD-2 014 1 F.Al a We ONN • 45' Ux SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET} CU.YD. (FEET) CLI.YD. BEND L - H T L H T 90 2.50 2.50 3.01 0.24 4" & 6­ 45 2,00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 all 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2,16 2.67 0.13 90 4,83 3,83 3.42 0.83 10- & 12" 45 3,33 3.58 2.95 0.43 3.83 4.00 21-83 0.52 22 1/2 2.33 2.56 2.86 0.24 11 1/4 1 1.83 I 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 PDURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL bE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3 Bryan D. Cichocki Z;" 'Lie. No. 53741 10NAL E C:) 0 U 0 E E W F- LU U 1­4 U. 0 r--, U. L_ LU 0 cl� < _LU j 00 _j Ui 0 C:) C;) > C:) N (D LU U =3 U) _j 9 0� < LLI LL- (D U-) > r1j %10 0 M In < C 0 M �Vll r1j > V) 4 LU ro ra �t ::D co __j 2 (1) CD LU (j) U-1 cy- LLI Q� vi U4Q� :D 0 Q (D 0 ti � � :E F_ > LU (Z) LU 1­4 1- , < U < N 0 UQ DATE > ZD 111812 021 0 DRAWN BY C. GA YNER DESIGNED BY C. GA YNER CHECKED BY B. CICHOCKI • SCALE N.A. r 06 V) 0 < > ILL] < < LIJ in T 06 < LL 0 U) Uj >_ Uj (,f) z f-- O Z 0 0 3: 0 U) JOB NO. 47036 SHEET NO. tl .4 C1.3 -0 > a) 0 0 =3 2 0 a) -0 0 W CU S -2 0 C: -a CL 0 I]- 0 0 T F- M 4-- E 0 tl 0 0 CR a) (D W Z 0 2 2i x a) 0 0 CL:Fi 0 -U x (D .0 O T__ 0 (U 0 E _0 D 0 -00 6 0 cn (n W U D 1Z M (n r_ (n 0 = U 0 CL - (D E c v t] 1✓ cu 0.. r- 0 N N 0 N r CD a 0 0 m J I-- W 0 06 W F- O Z 6 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE NUIE, MIN, 60" DIAMETER MANHOLE REQUIRED, TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED Bryan D. Cichocki TO THE MANHOLE. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALLIOC. STEP 7-s> DROP MANHOLE PVC CROSS2. �--t NQ53741 BE CONNECTED USING A PIPE SADDLE. BE 2 E` g USE APPROVED FLEXIBLE RUBBER �0' 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL (1 /4 PER FOOT) 1 lti Aar � �Ooo PSI CONC. BASE ��5� � ANAL f ROADWAY 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2 MIN DIAMETER OF 4". c° � 6 sT� auPLZNIx o�°� BENCH SLOPEDt� TO FLOW :7 , 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER f -- 27' CHANNEL 1 /4 1 MIN OF 3 FEET. DROP PIPE A PIPE STRAPS .:- a (STAINLESS STEEL) �' a 0 E SALT ED TREAT 2 X SPACE? EVERY !''v ., E` VERTICALLY j,J...f1.;t. '` :�i r" o ' - ° �i'r f A� ` o ci N ui N FINISHED GROUND MARKER 904 RESTRAINED BEND ' /' /r ,� �, BRANCH o > PAVEMENT °° SEWER INFLUENT 12" I UJ E a PIPE ` LU = " , 42 MIN, a apa -° a MAIN P, A ,� 4 SEWER a PIPE a �' <( LLL S LL. 0 D,25" MIN, THICKNESS COATED STEEL. BAND OR STAINLESS •42' MIN, STEEL CASING INSULATORS PLAN � 2 1 G1 0 � cL_ r--1 M STEEL CASING 12" CONCRETE FILL BOTH ENDS ¢ J v 0 ts. J - z O PLUG END OF PROFILE ui � a MAIN LINEr It ON SERVICE LATERAL - MIN, 6` BEDDING WITH NO, 68 STONE °" VI Nam. 0 LN a t--1 z, I OFF 8' 7' OR 8' �`-0" 2' -0" 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO �2} FEET. FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEE ALL CONNECTIONS TOLu v M � C � X a/ u �� 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 I - BE CORED AND A FLEXIBLE � 't = c N p UCTILE IRON PIPE 1.8' OR 20' JOINT OF D,I, RESTRAINED JOINTS) (�� THE DROP FITTING WITH STANDARD GASKET JOINT. CONNECTION " BOOT " � � > � O_ Z O 3. VERTICAL DROP PIPE SHALL BE STRAPPER TO -THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF INSTALLED `t (n � NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC, OR A MINIMUM OF 5' BEYOND THE EDGE OF STAINLESS STEEL. 0 Ln c O1 �o N > �+ PAVEMENT, WHICHEVER IS GREATER. 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT L Lu U 2, ENDS OF CASING CAN BE SEALER USING A PULL -GIN END SEAL GASKET IN LIEU OF CONCRETE FILL., IN LINE WYE---TEE TO SPRING LINE OF MANHOLE INVERT. W 3t MIDDLE SPACER SHALL BE PLACED AT THE CENTERPIIINT OF PIPE JOINT, PLAN 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN, 00 � CD � �' W �t T A WATER R 6. VERTICAL DROP PIPE SHALT. BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS.W � VY I I _ VARIES TYPICAL STEEL. SLEEVE INSTALLATION 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 1011 OR 1.2" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS, SNOWING BRANCH TIE - IN � c g � a q1 UNDER ROADWAYS � N.T.S SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS O o N,T,S, FIW 1EI N.T.S. FIG. S-1---B CD Q Q FIG. S-2 FIG. S-1-C2 Z) 4 w S TD-•30 TD-27 TD-33 = H N Lu Lu I N N � � FRAME & COVER z O DATE N FRAME & COVER (SEE FIG. S-I-D,E) H � EE ca REMAINING BAGKFILL SHALL_N a� '`' ® ,- E NOT CONTAIN ROCK MATERIAL 0 r x R !' LARGER THAN 1N ANY " 36 MIN �'x SEE FIG. S--I-D, E STREET SURFACE OR NaN PAVED AREA SLOPED AREAJ STREET SURFACE OR NON -PAVED AREA SLOPED AREA -� > O 1/18/2021 DRAWN BY E® V� DIMENSION .',U L-•-�-• EN N u4. ,�i 24"MI �� �- � INTIAL BACKFILL N4- r 8"MIN t./`,.•,, , n,•:� RUBBER COATED STEEL STEPS ' V- 0" MAX 2 -Q o CAST IN PLACE _ �• 1'-O" MAX ' C. GAYNER DESIGNED BY EMBEDMENT (C>" LIFTS) 0 a * THOROUGHLY COMPACTED a PRECAST REINFORCED CONCRETE 2,_0„ ' _ �Y " z BY HAND OR APPROVED 4 SPRING LINE c�. ( E t OF PIPE MECHANICAL TAMPER 8 (3 SECTIONS WITH "0" RING SEALS r. OR APPROVED EQUAL 'A STEEL .4 C. GAYNER HAUNCHING t NO, 68 STONE `� ! -a MIN RUBBER COATED „ STEPS CAST IN PLACE 3 0 MIN • CHECKED BY Q -' BEDDING 6» max x 41 `o o 4 min < Gj a THE DROP CONNECTION SHALL BE �` Q " DUCTILE IRON PIPE CLASS 50) 5 BACKFILLED IN 6 DYERS AND PRECAST REINFORCED CONCRETE SECTIONS 12 IN B. CICHOCKI FOUNDATION (SHALL BE tP REQUIRED W Ems- E -- -� � 4 WHEN SOIL 12„ MW BACKFILLED WITH SELF -COMPACTING !'0„ RING SEALS 16't MAX SCALE . -,� a CONDITIONS ARE �;� 16 MAX a STONE. MINIMUM ELEVATION UNSTABLE s. � ALL PIPE) N 5" , !, DIFFERENCE ACROSS M.H. 5 4 --0 , N.A. `�� r,z � o L. FU MINIMUM ELEVATION DIFFERENCE Lt 12"MIN 12"MIN MIN ACROSS M.H. FRDM INLET TO VARIE G1.1 FROM INLET TO OUTLET SHALL BE 0.20 FEET. • � OUTLET SHALL BE 0.20 FEET •°` TE VARIES NOT d 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE '• .�, fl • ` A FILLETED INVERT FOR A SMOOTH ,. INLETTRANS&I OULON ET PIPE SHALL BF FLOW E t l ' PROVIDED. DEPTH .OF FLOW FI�LN,�T� •� CHANNEL TO BE 3/4 DIAMETER OF � �M � CONTRIBUTING SEWER. ° a• a x 12,t R t• *•• Q• L • BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED 3/4 DIA of LARGEST PIPE IN MANHOLE ,• ♦ •, t A FILLETED INVERT A SMOOTH TRANSITION OF FLOW BETWEEN z AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED ' E �, s Q MIN. 6" BEDDING WITH NO. 68 STONE INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING 06 ,! 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6 �! .� = in, NOTES: NOTE W/ NO. 68 STONE to uj BEDDING OF NO. 68 STONE ' i �` w`�' "' °' p p 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE VMETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. INSIDE AND OUT, 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL SEWER PIPE DESIGN ON SEWERS WITH STEEP SLOPES. INSIDE AND OUT, INSTALLATION IN TRENCH TYPICAL, MANHOLE FRAME & COVED TYPICAL MANHOLE WITH DROP CONNECTION TYPICAL MANS -TOLE SECTION SHOWING BRANCH TIE-IN � N.T,S NTS FIG s-I-D N.T.S V FIG. S-3 TD-31 NTS FIG. S--•I-C FIG. S-'I-A �e TD•�-34 u TD--25 TD-28 O - - - PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED 1N ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS, Q J SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE '• Q; LL J FRAME 8c COVER (4) 1' (25mm) (M IJOUZ 1 1 2" BOOT CI % ] cl. r [693mm] [38mm O ox s2 a (e3+lnm) Dt0. 2? 1 Y DIA / 26 1/4' DIA 7' T [ss7mm] [178rnm] --- ---� [606mm] SEE FIG. S-I-D, E PRECAST REINFORCED CONCRETE SECTIONS WITH T"0" RING EQUAL SEALS 2'-0" = 1 MAX SET DOGHOUSE BASE a EXISTING SANITARY �'.' ' n '`' , ON CONCRETE BLOCKS , ,' ` �. SEWER PIPE :: , , 4� DOGHOUSE OPENING SHAD , ; 4 ,, MIN. 12 CLEARANCE e• '- BETWEEN EXISTING PIPE BE PREFORMED BY MANUFACTURER OR :. '' ` ' ' ;: 't• AND STONE BEDDING SAW CUT TO FIT PIPE 's uj 00 Q O 06 I -0' OUTSIDE DIAMATER PLUS 6". uj r W 28 7/18" RIA 5/g^ (722mm] 1 [16mm] 36~ > A FITTING MAY BE REQUIRED WITH ACSA APPROVAL,' A . , •; '•: 1:'=� 12" THICK VDOT Z I--- 0 0 DIA [4t4mm] j660mm 1 1/2 FRAME SECTION 13/16" [3gmmj s 8"x8"x16" AND 4"x8"x16" ��' No, 68 STONE BEDDING SOLID CONCRETE BLOCKS O � O Z [20mm] z• (51m1n) LU5H)is 1• 0 0 FI11S") THE DROP CONNECTION SHALL BE 3•-••0 MIN ••• � � DUCTILE IRON PIPE (CLASS lat}} /B�AC[KFILLLEDn IN 6 LAYERS AND CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE u I25tzurl] �jr'� l �'r! [79mm] (1�3MM] 3 t3/16" 22 13/15 COMPACTED BY HAND TAMPERS DR Q " S" BACKFILLED WITH SELF -COMPACTING STONE, MANHOLE ABOVE BASE SHALL DOGHOUSE OPENING [97mm] 1.7z� m] .- 12 MIN AR BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE [54mm 1t/1s [0 2.5 j3Smm] 9/t&" O.D. of G1tF CRopVE CAM BOLT [17mm] [14mm] SECTION VIEW 1/4" (5mm) DIA SEE ASS04OLY NEOPRENE GASKET 16" MAX MINIMUM ELEVATION DIFFERENCE Q Q ACROSS M.H. FROM INLET TO 5" OUTLET SHALL BE D.20 FEET Q 12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH ON FIGURE S•-•1--A WITH 3,OQO PSI ING CONCRETE /OR NON -SHRINKING GROUT DETAIL (2) IRSHR 1/10 x 5/5 x 1 1/2 1500" 3u86ER PART# OM1045 `� W (PICKS i5mm] 1 5fa" (2) BLT HEX 5/8-11X3 1/2 SS 24CJD 41mm PART) GM81250 L" [ 1/2 VARIE Q TRANSITION OF FLOW BETWEEN p" INLET & OULET PIPE SHALL BE '° PROVIDED. • ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH 1 -•0" BEYOND BASE NEOPRENE GASKET MATERIAL O 1 1/8" (29mm) DIA BOSS ) fimm 13mm 63 DIA. 5TAiNL ESS STEEL ROD (2) WSHR 5/8 ID JM DD SS PLAN V1EV! PARri 00951318 ,e, `�►- , La FITTING DIMENSION VARIES WITH SLOPE. Z BEFORE FILLING THE OPENING OF STRUCTURE PIGKBAR $ LOCKLUG HALE DETAIL z} NUT F+x 5/a 1 t z Nrl€c P2) N Go9$t /5 I. ALL MANHOLES WITHIN 100 YEAR I=EHT COVERS 3. COVERS D• O ER OR LOCATED C1 IN AREAS SUBJECT TO FZDODING SHALL HAVE WAIER-naiT FRAME do COVER. (2) NVT HX JQ 5/6-•11 ZN A. b a 1 ' i /� a � NEOPRENE SECURED BY 2 NON - 4' CORROSIVE STRAPS 1 2 EACH SIDE OF OPENING i>> SSKAALIATIVE BE FIXE"ODRTOOAFFRRAMEESSTWITHH LOOKING UEG5 OR SMIUAR PART'# 00991228 3/4 DIA OF LARGEST ASSEMBLY. TYPICAL, WATERTIGHT 2) 1935R LOCK UJG PIPE IN MANHOLE tr 12" MIN. CAST -IN PLACE �e� 3,000 PSI CONCRETE BASE Mr sHOC PARTJLUG ASSEMBLY MANHOLE FRAME & COVER LOCK LUG ASSEMBLY MIN. 6" BEDDING WITH N0. 6$ STONE FOUNDATION SECTION VIEW_ N.T.S FIG 3-I-E NOTES 1 I111E11[Ilkitllll{111111111ltililltlllllttlif!li EEtliitlit lot millll111l£ltEtl E4111)1111111111111111111111111I1 E 1 TD-32 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. NOTES: 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 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED FLOW TO THE EXISTING 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 WITH STEEP INCOMING SLOPE TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION JOB No. 47036 NTS N.T.S SHEET NO. FIG, S-1--C1 FIG. S-1••-•A1 �Ul j/VlI C 1. 4 TD-••29 _ TD-26 0 c ai v al v a v 0 CL 12 L 0 (D U) D v 0 c �o a c (d (o Q 0 N 0 c L_ _0 , m -r- c a) 0 3" m 2 - I-, -0 — 2i a- , 1p N N C> N , — � 00 c 0 _0 (1) :I_- 0 a- - 0) �: 7p (/) =� �<- LLI 0 06 cf) ui �- 0 z 6 I I I I . I I � I I I I I I . I � � I I � . I I .. I . � . 1. . � � . , I , � �� - - . . .: .�- . - I I . - ", ,., I.- . ., � - ... - I '-., I . . -11 I 11 . 1. . . , :1 � : .... I - I I . I . -'.' � . . . zz � . I . I .� . --- . . � /I to 11 .1-1- , . . I .'.- . I I . �� I \, ,.,/" _-, "/11 11 11,� `* 1. 11-1. ""I, ­­1 -.1- "--- ---- ---. ,6-dm�� 1 . I ��', . . I I I �� " ",111 . . I ,"I, ....... . I . I . . I . I \ ,, " ,,,, - - "", I �', . I � I "� ".. 11 -.1 ... I- .... -1 ------- -, .1 _,,-/' � � - 11 .: B n D. Cichocki Z -- - 11 1/ I rya, I ,,,,-, 11 ... . ...... _ ........ ­_�, .1 1,., I, I,.-,.. ,,, I,-,' ",, ,,,,,,,' 1. .. Opp I . I . I I I . I I �-" I "I"', -.1- .. ..... 11-1111, 'I" �', I/' ,,� I .0 I I .. . ': Lic-No.. 53741 ��- I I --l"'. 11-1111 1c,". ", " . I � I . I 11.11''..,11 I I . I - "I, I .1 — - I I �,,,-Iz I., I;, //' . . 11* % , I I "I . ��. I ,� I . ,. ­ .. '. '' .� . 4, . � ,� ,z 0 �. �� � .1 . , "--I 1"� I I �:�, -,'.. 11 --:�� , ,� � -�,� . . I �- , il * .." ;,,� "� - " � � k> " 1V`1 /� I / "', � , & . 1 , , -., 0 ,/,/ / V... , �- . , , 1� �-V� -, .BRUCE t 3MCKLAND JR. Z : .1 6� -I-, , � � � ."\K11 �--- -.-,-,, ,/-1 �-� .. � . I r,� ,/11, Uo, No, W6612 4�- � I I ONAL , 11, \_0 , ;& / A . � I I I , . 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N,�-, PIPE LEGEND � -- , --- 11 -1 r r----- .11 \ \� ,,",% __� � V, __ 1, , ­­ , " 1�1, " '. I'Z-, 'r - k t -� ... �., I ,-L Jr -- "I I/ -% , I -i� / --l-r- � r r 06 NO. � e I 11 , ic �;j I ,� IIs,-.-, x I", 1/�,_t ',�., 0 �el �- - �' 1.1-1..."i I , , � V) T , , 0 "' "" -- I - I '7 : � V/ --411�-, ­ ,-'., <� I/ m I ." ,� - 1( I .z I 0 V� ,, "I I'll � .. 1�11r > � �, 111�1 11 - , ... a , r , ,�, P/ / --\. I , , "I". NEW PIPE a ,,,,, I "r*k,,"y '* , T I fl- ,,, ." -��,. , � - - 1>11-11- -- ,,, I / ."n 1,;,., / I/ 1 i .1 / , I ", .1 m rllll �1'1-, ." �, -,, / 'k, " // U) 8 = �,�, , '. ,',�,,j " r c 1= . t -1- A ". I'll".. " -1 �k"�, ��.. j = � %11 '111-1� " 1.11 . - 3: � I. I-— /",.t / / ', ,� ) 1. "I. "I I. -1, 1�- IV � 'I, "', ,; %. - ..'A';I N // /1-// . m '% " I'll - *11 , , �, . — — -- -- — "a I -,"', , i:1 r, � / � , I .. .1. %�, SHEET NO. .2 , -\ ,-;� / ?Ij '1/ " , EXISTING PIPE I �� "I -1-1 1-.1-1 ""'I- %-.. �� t", /, .� �� � \ J . I7, // - .. ", . ...... " 1, �,111- "" I "I" "', ,,,, / 1� " , I " ­, � �,D I C> \ ", .,- --- -­-_ 1"", :? / //,� 111;1 " I , 0 , _ 1, I � � � � il r, \ k), , I ---- 1 4=. �41 -, ­ f I/ --, 11 F- - V.1 .1.". I - ". -, , '� I '. , I'll , `_ � ,�r C9.0 N " ,"'.'' / ".1, ,,,,,,- /"-, I / )� -l"', "I" , ,'� � I '� W.� = �, .."'.. -1-11 . 11� ) I / /� - �11--i , *� �,,, ,­11 .1, 1� , ,,, -/ I I ", ---, 1- 1- , 1, .- ­- 11-.. --.-,---- `-- 1­­_--..-- -- - - -- /,"', 1'�'. -� I - ,,;�,,x, . ,�',�, ­'j /' - 1,11" " '--fl a -0 � "', /' � i L WWW"Mowww"Mo - Mg-aidigigigio"m , I- - �-- L ::D 0 M . JOB NO. 47036 40\00150\0>, "­ �� I ""' , - 1­1/­ -I--- --- ,--",-f 1-11-1- ----- -7-- Ir - --l-l' �� - -"-I------ �-, - ?1), , ) I � * �� I r I/ , -- I I - 9 - ;�5, 1 or, / " I ,�11 I �- �I-y I I \ 1� L2ilf I 'Zzl'p�"�--�,--,- PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. SHEET NO. . I -- 1 41 f///, 9f; � cl. 5 --.i I L -a c� (1) n r N N 0 00 0 0 0) J W o6 w I- O 0 L_ DESIGN CRITERIA • FLOW INFORMATION WAS OBTAINED FROM A. FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 12/1912019. THE FLOW TEST NODE. IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD LYNCHBURG ROAD AND HICKORY STREET, THE: AVAILABLE FLOW CURVE IS SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT HA IN THE INCLUDED WATER MODEL LAYOUT. • THIS WATER MODEL. WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL. WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL, LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP, • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A. MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL .FIRE SCENARIOS, F-LOW DEMAND CRITERIA • AVERAGE DAILY DEMANDS: •• RESIDENTIAL UNITS: *** FLOW FACTOR = 270 GPD / UNIT **• DURATION = 24 HOURS *•* AVERAGE DAILY DEMAND = 01.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK .. BLOCKS 'I AND 2 HAVE NO PLANNED DEVELOPMENT ;• BLOCK 3: rsa RESIDENTIAL UNITS = 22 *•* AVERAGE DAILY DEMAND 4A3 GPM AT J-11 ;• BLOCK 4: *•• RESIDENTIAL UNITS = 10 ssg AVERAGE DAILY DEMAND 1.88 OPT AT J-12 •• BLOCK 5: +•• RESIDENTIAL UNITS = 71 •• AVERAGE DAILY DEMAND 13.31 GPM AT J-17 ** LOC K : *•* RESIDENTIAL- UNITS = 6 *00 AVE D DEMAND - 1.13 G RAGE DAILY A PM AT JT11 at BLOCK %: 6 I KILTS -� RESIDENTIAL U ar* AVERAGE DAILY DEMAND - 1.13 GPM AT J-14 *• BLOCK 8: +►•• RESIDENTIAL UNITS = 5 •*• AVERAGE DAILY DEMAND 0.94 GPM AT J-8 +* BLOCKS 9-11: *ra MIDRISE APARTMENTS = 69 UNITS Barr FLOW W FACTO R = 270 GPD / UNIT srs* TOTAL DEMAND =18,630 GPD **** DURATION = 24 HOURS rags AVERAGE DAILY DEMAND = 12.94 GPM: g•* TO)WNHOMES = 32 UNITS area FLOW FACTOR = 270 GPD / UNIT *»** TOTAL.. DEMAND= 8,640 GPD **•+� DURATION 24 HOURS •*•• AVERAGE DAILY DEMAND = 6.00 GPM *** STUDIO APARTMENTS = 32 UNITS *•** FLOW FACTOR = 270 GPD / KNIT *a*« TOTAL DEMAND = 8,640 GPD M•** DURATION = 24 HOURS •s** AVERAGE DAILY DEMAND = 6,00 GPM :ss BREEZEWAY UNITS 116 UNITS gars FLOW FACTOR = 270 GPD 1 UNIT +►*►* TOTAL DEMAND = 31,320 GPD sass DURATION = 24 HOURS *•** AVERAGE DAILY DEMAND = 21.75 GPM *90** AVERAGE GAILY DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO) APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EVENLY (15.66 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 ss BLOCK 12: «« ONE BEDROOM RESIDENTIAL UNITS =15 rsrs FLOW FACTOR = 270 GPD / UNIT ***• TOTAL DEMAND = 4,050 GPD •**• DURATION = 24 HOURS ►►+ AVERAGE DAILY DEMAND = 2.81 GPM AT J-2. ••• TWO BEDROOM RESIDENTIAL UNITS = 65 *srr FLOW FACTOR = 270 GPD / UNIT errs TOTAL DEMAND = 17,550 GPD ***• DURATION = .24 HOURS Barr AVERAGE DAILY DEMAND = 12.19 GPM AT J-2 *•* COMMERCIAL KITCHEN = 5,000 SF •s*+ FLOW FACTOR =1 GPD / SF 40** TOTAL. DEMAND = 5,000 GPD •**• DURATION =12 HOURS os•+ AVERAGE. DAILY DEMAND = 6..94 GPM AT J-2 *** RETAIL SPACE = 5,000 SF no** FLOW FACTOR = 250 GPD / 1,000 SF ***• TOTAL- DEMAND =1,250 GPD s**s DURATION = 12 HOURS *+*• AVERAGE DAILY DEMAND = 1.74 GPM AT J-2 rss PHA LEASING AND COMMUNITY SPACE = 3,2.00 SF •*+►• FLOW FACTOR = 175 GPD 11,000 SF •*•* TOTAL DEMAND = 560 GPD sirs DURATION = 8 HOURS sfrr AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 ** FUTURE RESIDENTIAL UNITS **# UNITS = 2-50 •** AVERAGE DAILY DEMAND _ 46.88 GPM AT J-3 *ss UNITS = 260 gas AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 +• MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X.1.76 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 • ISO DEMAND = 2,600 GPM to 1,250 GPM EACH AT H-2 AND H-3 CONCLUSION • BASED ON THE: INFORMATION. PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. • AN AVAILABLE FIRE FLOW TABLE WAS PROVIDED FOR REVIEW BY THE AUTHORITY HAVING JURISDICTION, THE FLOW WAS CALCULATED FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE} DEMAND, OPERATING CONDITIONS, AND .L..AYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. s IT IS ASSUMED THAT THE OFF -SITE WATER. SYSTEM HAS ADEQUATE OPERATIONAL... AND PERMIT CAPACITY. RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE* Instantaneous Flow'rest Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street 70 __._._._._._._ „� .-�q� _._._._. wt14tANT ruwttsr Test Date 12/1912019 Test 11men lt}M asn, " .,..A ro - ,A, , , , <d , , , , , ,.m wow , e �w rom. , , ,p„ 5tat£s Pfessur 6z PSI ` �� ReMdval Pressure. 59 PS1 Observed Flaw, 1,313 Qpm Note: Ruw test re3uhs Were proWded so ............. ......... _._............................ ._._............._._._._._._._._._._._._._._...._._...._._._._._ .................................. F .....------------------------------- -------------- - - by Albemarle County. Smite Amtfaoalty, 40.........._._._._._._._._._._._._._._._._._._._-------------------------------------------- ........_._._._._._._._._._._._._._._._._._._ _._._._._._._._._._._._._._ _ .. k e " ....._._........... ........ ................. ................ ..... _............................. i 0""fv " Fl: i wwFf[3j�uted F1 Yp Tfra ffaar test resufts are based u�An tnfc€tCrAatfar€ gathered atthe time the test wa3 performed. The variability of the water system due to changes In i0 usage, denw-nd and operating conditlam pfedudes _ ___ _......__.......................„.„,...._............_................._ guomtee that expectAvons regarding available pressures and fiov+s will be etra0i1% Prnjecttd flow be and the observed flow Is only an estimation. 0 i,,VY1kk ..... 2,Q00 'J ISF4V 'SSYt.O JklkY S1,V1dCP Hogg (OPM) OEN ♦ UNCTIONS HYDRANTS . Jr1< : J: .,.. . . . �1Q J�11 2 4 J16h -4: o�' �} H�.1 •L . 1 IMvTlca..:s.�aa..1 (FT).6 2.2 46 ,� _ 46�.3 a � .2 443.2 4Q0>♦t 43.6..9 4�2.9 440.4 444:2 4�7wt? e 4 1^B 455.6 45 . goo.. 0 a:::fi47 8 8 i�.9 .a.22.1.a�.I.a2. . STATOR?:`. E f�.2, Oi5 4 CiI ,.7 6;:. 7 .,,.. , 8 7 ,, 2c 8.... 8t .5 € ?" ' 9. 8._,.3 I 1 a: ^.. 7,.8 ,,. 86,1 Q I`i a ' 76,5 _ :.,.,I.23,.0 fi 2..Q 66,4 6 .,9 7 5,2 91,Q 2 3 82 . I .AVERAGE DA .LY EI�£IAND 'f , DD : G A . � IY3Af\1 . .D MUM A LY DL�M,AND., DD �� � 66.8: 6 6. 1 ¢ .�6.fT � � . 65 ' 2. .. aa.a 66,5 � - _ �� ,� 76^ 1 ., < �� � 7, : � 4. 780 ,., 8. 1 Ti 81.4 8 2 6< .<.:. ��.� 87 4 1�8.J 8.9.0. ,��.� 9QA7 .. .... �.a..� 8 7.4 ;' ,. .8i�:� 5.8 6 . .:,.. 8�:z 80!.:3 �7a.� 8 2 7 ... ,:: :. ��.� 0,3 8 . ,::> 8a.3 8 2.7 :'..� 02.2 6 .9, 1 �':�. 61.7 6 0.. 'r. '. as.a 65...8 � �. 2' : 7 .7 ...:. ^J a (2.k.t.# OI: 79.. ,. _.. � 5 l �. I#4 CI A .. C.F. 4 8 , 4. 85�9 9 Q.7 9a�1 87 2 ;'f�t6. ..: .� „ . 8 82.3. 2. 'Sl :.4' c.t1.r:'S:,p'. 1 H I Y D Col D R , D L,. AN 4" }. HD AI�IL2 It!( �+ s.!. .. . : F , ': 8,9 4 �.�3 � g L?.`'i: �9,6 6, ,.7 , ..€} 74,9 S.tJ.1 77✓1 �2.3 ,_ 8 .4 5,,�>7 0I.6 59.9.: 8 ,.�3. &1,.{% $.7. 62.6 8.9.0.84.1 �4,.3 .1.Ot. .59,4 � .. '.6 8. 53�.8 7 .� J,1.7 ':' .. ��'' 7�.2 .54,4 '- 8:9.0 �.6,� 61 4 48.0 � 'td�. , ' .6 { � .. V';.. a y �t P ;4 4.s 7f y ' 6 1 .r r.., y+j '.SF�C.:. :: 57.6. (}�' 8; i,1 aa=a 9. .. 85 {p0 . 80 $ , .p.:.,: AVAILABLE FIRE FLOW OPT ISO FIRE FLOW CALCULATIONS 8- UNITTOWNHOUSE- KENRIDGE MODEL 11000 8- UNIT TOWN HOSUE - ASHTON 11000 CONDO BUILDING 11500 {:,Y/,�4.,�4:-✓,:n7 A_IYFA, e14iV,4xPaiss.,-7rv,y ms.... PIPE REPORT .44P,F. ;:. �kA;Y.y+aE. 4FTj (EA: j P- P-3. -409( 3i12 1Z .F= _ 171 26 7 2i 8 p�P+� P _ 167 _ . P 1 238' ,p-12. W5 P •14.; 14: 8. :P-20 1.4 3; P�21 64 8 P-22 23, 1.2 8: a F 2 1,64 . 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N - " " ;�,-,��l,,,,,.,,,,.�,,,..;Ir;"",.� , ,,,� 5 ,; e, 4 �1-i Ir..." � I , �e, , " ",-`,,� , ,� r. !�,-r�; -�; ;r � , � 11 I/ - -, U I -- " , - -i w R , "I � '. , - , , ,� , " Z \ V. �j " � - " , �,I I I " �i � I �� -c , I ,-�,,;,.Ie, ", ! i'.*,' , - - ,,,, . J, �4 z . , — , � . I ,,, ��4". , /" of I , \ "'. N, � F4 � I I I ( I-_ RUBBER 4 I . N / / _-, 0 20' lqj�� C4. 0 � .1 V K . . G - KEY PLAN I I I , - "V4, 1 -) I / ;k--_ I e\ \�'K-1111 \- . c- ZZ , -- I w ,;�. z v - - Z—L ) f / I �, I L . _0 C14 00 c 0 0 z 0 D 0 U) CD OLD LYNCHBURG ROAD NOTES: LEGEND STATE ROUTE 631 1. MAILBOX LOCATIONS TO BR COORDINATED WITH THE POST I I MASTER. (VARYING R/W WIDTH 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & EASEMENT PLAN 30 C'� F71 HEAVY DUTY CONCRETE FOR INFORMATION ON PROPOSED EASEMENTS. /[,IV 3. ALL WATER/SEWER SERVICES CANNOT BE ESTABLISHED IN BLOCKS 9-11 UNTIL THE VILLAGE 1 INFRASTRUCTURE IS LIGHT DUTY ASPHALT INSTALLED, TESTED, AND ACCEPTED. HEAVY DUTY ASPHALT UGP UGP -UGP 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE A HANDRAIL, AS UGP SHOWN ON SHEET C1.2. CLASS B TYPE 11 TRAIL UGP RUBBER ----UGP 30- (MIN.) QHP— -TRAIL BUFFER ot 0 P­­ `-� y - y /r IV CONNECTION #3 13.55' !VA AGE-5�� IjpN#2 TRAIL BUFFER z .4 5� --- - -------------- - ----- -- - - ------- — - ------ =­1 ..... ............ "NO PARKING . .. ..... - - --------- r ANE", .. .. . G ISIGN FIRE L 6,779 SF OF b I4 51 -------- 4 - --- -------- ------ -- FT ----------- ----- ---- - ---------------- --- ----------- RECREATION L ----- - --- - --------------------- AMENITY SP ­ ----- - ----- ..... 51 7 4'X 5'CONCRETE ----------- ----------- PAD FOR (1) 16 DOOR ------ CLUSTER MAILBOX - 40' R1 8' OT-24- LU 1 3J5 L 2237 SF 5'SETBACK 1749 F 21 L LOT 23 1 44' 0 SF 1350 SF 1350 su- ar 33 1726 S-P LO ILOT IF 1350S 18' 2 5'SETBA 20" 1485 IF -,8 TH - 20' A n ............. . . . . . . . . . till :::,f Bryan D. Cichocki Lic...Nol 53741 Ixec SCALE I"=20' IONAL -1 ........ . . 0 20' 40' E KEY PLAN 0 T1--ZE',(Vrj1&T Lu 4-J Lu V) U. 0 BUFFER 0 < Lu Ln 0 . . . . . . cn C) uj u x 7&, 7,1 RZ IIr1j U) �D I0 L9 U) U) (f) > ... ..... . . .... . . Lu CQ E . ....... . U IRE�XAN ..... ............. ULJ ILLj IIIIITOP AND ROAD - - - - - - - - - - Q.-I CL ------------ 17% Afv1E Q 0 LOT 64 (D 1 �43 SF 20'TYP. 0 9.57'1 \1 16*5 1844 SIF > U-j Lu C-D C) INTERIOR r GARAGE 63 LOT 9 u 0 < (TYP.) 20" 31 z- u i 1384 F 0 51 SE I BACK DATE I111812021 40' Ani I luNb Ll I HLK blut. 21 b I H I- 2V 3 84 �)I- IEITHER SIDE. 310 SF I"NO 11 . *17. . .. DESIGNED BY LOT 37 5'SET ACK . �F.k. PARKING COMBINFED ACSA 31 C, GA YNER 1350 SF LOT 56 IRE LANE" 22' SEWER ANP WATER LOT 38 5 TH - ..................... SIGN 1350 SF 11485S 5SETBACK 16 5. EASEMEN CHECKED BY INST. NO. ----------- I1485 SF ---- Mo LOT 67 1350 SF 20220000c 84 SF LOT 39 LOT 55 T )614 13 1310S B. CICHOCKI LOT 40 2 31'COMBI D ACSA SCALE ISEWE AD WATER 814 SF LOT 66 -20 . . . . . . OPEN EA 4.88': LO 60 ENT 1 "=20' ACE 18. SIP No. 1 I 0 4,434 STOP AND OAD NAME ON4 4'X 8'C I8" DIP '2) 16 DOOR "NO PA ISIGN (TYP.) FEET FOR Iu RNING LOT 65 AILBOX 4 34 IR 5'SET Ac -4 FIRE LANT" 23 -4 4 SF ... ....... LOT TH - 22' 20' Ii SIGN 2285 PF 20'TYP . F .--OT 59 LOLT 1 4'X 5'CONCRETE 974S STOP AND ROAD 6" Gv -OT 4-4- raT 66 PAD FOR (1) 16 DOOR -�'<l 599 s 619 SF 1591 SF 177 5F CLUSTER MAILBOX tII.,OT 26 I21 54 SF- SET T -1 --------- 4 O' y. 7 LOT- 2 �-, -,-7 TH - 22- 1600 SF LOT 2 8 36'COMBIN ... . . ... vv 1601 SA SEWER IAND WATER LOT-29,� - - MODIF IED CG-3 CURB. Ill HEIGHT :MENT 8 Qv FHA'- ALONG DRIVEWAY ENTRANCES. 1601 SF 'IN-ST. NO. "NO 2! LOT,30 . . . . . . op AND.' OAD* NAME' SIDE OF SWEETBAY STREET. LOT-31 SIG .. .. . L- is - , - - * - - , * * * * * -1 8'. 5'TRANSIT A 17' TYPICAL ALONG SOUTH AND EAST 1602 Sr-- FIRE -LANE" 'COMBI ED IONS EITHER SIDE. --_PARKING YP -SIGN,(TY.P.) CSA SE R 1602S 0 L LOT 46 < > (f) LOT- J 2 22" AND WA R 2146 SF Lu 2113 s 20'TYP. —22'— 511 N WJION INST. N . vv 4' FOUNDATIO I5f AINS TIE TO ROAD NAME -02H0009644 STOP AND DRAINS FflE TOL u 7 TH - 22' STORM "EWER -ORM SEAER SIGN (TYP.) ui S 6 TH - 22' LOT 41 5'SETBACK LOT 42 /.>,olv 2039 SF < 1587 SF LOT 48 < u- :D LO 4r 1`44 --LOT-45 MODIFIED CG-3 CURB. 1" HEIGHT 1575 SF 1610\SF 1613 SF LO 47 LOT 49 LOT I 0 --1-670-sf ALONG DRIVEWAY ENTRANCES. 218 LOT 51 LOT 52 T-5--3 uj Z 5'TRANSITIONS EITHER SIDE. 1-70 &-sF 1-6,q6 Sf— 271 0 SF SAN TYPICAL ALONG SOUTH AND EAST ------------- SIDE OF SWEETBAY STREET. i0 U �v - 4,N 4 4 511 -- -- ---- MODIFIED CG-3 CURB. 1" HEIGHT 51 ALONG DRIVEWAY ENTRANCES. E. 6TRANSITIONS EITHER SIDE. /V vv TYPICAL ALONG SOUTH AND EAST A SIDE OF SWEETBAY STREET. ROAD P4, IN I G if MAX. P 1. f Tj SE-D 61 f 14 DO TRIW w SIGNS ir 811 JOB NO. so SHEET NO. 7 C4.1 L OLD LYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH U Iri p------------- u U(' —2p p GP V 7 �TRIAI`�( •y --UGP P TION #3"-- Y I y 3OL-TRAIL- BUFFER PEDESTRIAN CONNECTION #4 `"""`���,�, �'—_`= -, .. ...... 'Y1 L -1p,27JA ......... -i q N -,�8: ��8 R ... ...... ......... . �VR ............ ....... , , , i (61t. p A ------------------------ A --------------------- L T 64 1 43 SF INTERIOR GARAGE 63 (TYP.) 31 1. .20' G-3 CUR I 140' ALONG ( :. ' I - NTRANC[IS. 20' 'ITIONS LOT 62 16 TH - 20'1 SIDE. 1310 SF 5'SETBACK LOT 1 1310 OPEN L 60 SPACE 4.88"-' 110 � 4,434 SF a 4 X 81 CON4ETE PAD -JI FOR (2) 16 POOR CLUSTER AILBOX 20'TYP.--OT 59 201 974 SF STOP AND ROAD 6" GV -1 . ........ .. — OP -NAME-&FGN ffy-pj - ------ ----------- 41 I 20'TYP. -.1 :5 9.57' LOT 70 1844 SF LOT 9 20'* 1384 F 5'SETBACK 628'1 q 4 140 2 LOT 68 -511 6 TH1- 20 384 SF 31- COMBINED ACSA SEWER ANP WATER EASEMENT INST. NO. I LOT 67 202200009614 1384S Al LOT 66 f 1381SF Al J "NO PARIJING LOT 65 FIRE LANT" 2334 SF 16.i SIGN 51 0 1 20'TYP. 1-22' STOP AND 0 ROAD NAME — SIGN (TYP.) 5'SETBACK 47 LOT 48 LOT 49 LOT fl • -1670-Sf -fHr�F LOT b y- --LOT 53 14a6 SF-- 2710 SF RB. 1" HEIGHT '2.5' 51 4'STORMWATER FACILITY CCESS AND PUBLIC RAINAGE EASEMENT INST. NO. 202200009607 END 30.5'COMBINED ACSA SEWER AND WATER EASEMENT INST. NO. TEE 202200009614 f6 --G V -FHA -------- CORP STOP AIR RELEASE VALVE 1" TYPE K NO PARKING COPPER ]RE LANE" > I G NS MANHOL-EPROPOSED--- UNDER SOUTHWOOD ----am-SAN VILLAGE I SDP202000048 X. 3 EITHER SIDE. 3OUTH AND EAST R� N\ROA 0 TBAY STREET. "Z'Viv ieuvw rc PA G I \ - \ W I foRopo'-91-: 1) 61, tzDo -202,2000OX SIGNS ±176' TO HICKORY STREET 811X8fw T-S&V v 8" WATERMAIN PROP,0S.!;q_yN 8" DIP WATER MAIN PRO U1 E`6 S UTHWOOD VfLLAGE 1 SDP202000048 30' TRAIL BUFFER '\"���' 4= _.. I I Urz-n— ... .... ... Bqan D. Cichocki Z Lie. No. 53141 A . ... .. ... .. .. .. . .... ... ... ... ... . .... .. 10NAL C) 0 yj 0- Lu r Lu 0 Gp rill < -ujj cffol " -j u� uj 0 5 cc:), En t� Lu Gp u , 3: U) ui o > x ul) tipo U) . . ........ < Lq —cc �F-- c Ln C) a) 4-5 V) w 00 —1 O c:) uj V) CFO LQ Lr) 0 LL, Ul m (D D 0 w > LJJ C-) U-1 C) ............ . 0 DATE > 111812021 0 >- I NOTES: I MAILBOX LOCATIONS TO BR COORDINATED WITH THE POST MASTER. 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT EASEMENT PLAN FOR INFORMATION ON PROPOSED EASEMENTS. 3. ALL WATER/SEWER SERVICES CANNOT BE ESTABLISHED IN BLOCKS 9-11 UNTIL THE VILLAGE 1 INFRASTRUCTURE IS INSTALLED, TESTED, AND ACCEPTED, 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE A HANDRAIL, AS SHOWN ON SHEET C1.2. LEGEND CONCRETE SIDEWALK HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT CLASS B TYPE 11 TRAIL RUBBER X- W, ;j Nr- SCALE I "=20' 0 20' 40' Ur-'AVVII DI C. GA YNER DESIGNED BY C. GA YNER CHECKED BY B. CICHOCKI SCALE 1 "=201 JOB NO. 47036 SHEET NO. C4.2 0 0 0 -�n W 0 Q- Q- 0 L� 70 Z3 a) C) V) _0 c: (Ta tf (10 0- 0 -T 0 0 0 1 FIN, 0 0 BUTF47 A 0 0 0 401KO 0 A 011, 1 0, VIP 041F 01 op 4p 0141-10 01' effl `k v —1 0 0 of 0 X 0 p 0 0 0 71 77VE-- 0 A 0 0 0 tP 1 if �`R Fl- 0 A PE­Ti 'I L 0AWN �'I�fASEAAa 21-03­009�'Imo 0 0 0 0 4ff i r)K 0 0 A l!" 0 V A. 0 500 n?pl� 0c)f P, 0 yr L 01V, t? C1,j SE IVO jI jr, gm� 100yf 0 0 0// 0 Au L OfiQ Y Pral 0 0 WA 0 PJi VE) r) 0 d/p S/GHT 0 0 0 0 0 0 0 All* $ 10 00 MANAGED 0 0 0 STEEP SLOPES 0 0 (TYPICAL) 0 0 66' 0 0 0 0 Sli 0 0 0 �O 0 0 0 0 0 0 100, I Adt. 0 0 0 0 0 A4 cr 101, /01 All. 0 v 4" FOUNDATION L DRAINS TIE TO 7' 0 1000, STORM SEWER 0 .0 71--0 .4 4 0 0 00, 'Ix .00 A N �UGP —UGP UGP A GP Bryan D. Cichocki lk. No. 5374 OHP---- 0HP 'N -ONAL ----- - OH-- P— SWEETBAY STREET^ SWEETBAY STREET y y CURVE CURVE TEZE--, yj 7-V o I -1n3 A = I Q'I R'A711 A — 0004011 A I . 37 L L 75 z 11 ui = 4 = 4-� > 61.37 Lu tn 10 3� C = 60.24 C = 37.57 3: U. 0 �' - / / PC 12+57.07 PC = 14+73.78 "o ro P1 14+92.84 4 < _ujj 00 2: PI 12+88.94 LIU- vi 0 C,� C) (7) 4 PT 15+11.54 Q_ , gj PT 13+18.44 n Lwuj C,4 CL . . . . . . . . . . A 4 u 46 g _j I Lu X tl� Q 4 '74 u rj > 0 I_- Ln V) 0 m All 4_5 CN > Lu z) CO _j (n c:) uj U-1 U-1 110, —LOT-24— — -LOT-2 lzz� 1350 SF 1749 SF u� U-� , 0 4- X11 Tr 8 T LOT 20 LOT 21 LOT 22 LOT 23 0 Z/ 350 5F 1350 SF 1350 SF f 18 F 0 sl� 1350 SF 0 F- w > w Q) Lu < �41 u Q < 100, RT RT A, DATE --------- — '00, ------- ....... -SAN ------ j �AN 110-- > loe 1 D 14+ n N27c37'47"E 14 ...... A,3+00 _1 -i - — - — - — -- 1 15*0 111812021 j 15 5.3 5' 1 0 00/ &/ DRAWN BY LOT 72 Bilw-------- ... ... ------ 7020 SF C. GA YNER TT a D� A ,7 7, 06 t:lh z R 3 DESIGNED BY C. GA YNER CHECKED BY ­14 7.... B. CICHOCKI A SCALE ew ACSA SEWER lEhNED 36'COMBINED RT 'k, 1 "=201 SEAR/ A4 < q 4" FOUNDAT10\1 AND WATER Xv WATE)� DRAINS TIETC------ EASEMENT ' E M E N T ee� — — — — — — ooll\ STORM SEWEI' INST. NO. 4ST. NO. 202200009614 oe 0009614 Xl LOT 14 LOT 16 LOT 11 LOT 12 17 LOT 13 LOT llj T "o K 599S 1780 SF 1619 SF 2354 SF 1682 SF 1591 SF I SF Or LOT W LOT 26 '4 SF 2154 SF cz 4 4 N V, .4 4 X . . . ..... 4 LOT 9 4 1'4 1752 SF - K.4 31 Rl 5' /ol LOT 8 1670 SF LOT 6 4r J' ��' ' /:'° _., / �` "�`�,,,\ ,°, < EASEMENT > ST. NO. LLI 7p 20000961 ool I-V 4, rr*l < % _j sc I ; uj r) ♦X LOT 5 i. \ \\ �n 2190.,Jl < C) �� O /r�F� <\\ 4 fir" ./ '�•\ %\ �i +\ \ f Q Q V v '��` er l J ° v ij y 0 Nk ui 0 ry ol D Y, 0 R25' X )v u vpuy U(3-11 LOT 4 X 1604 SF lk" , �WRANCE 10;r `'� �l / z a'a�� ,\;j/jf-`F. t' / b,`Q`�'�t _ d % a `,J� . V A'`a X LOT 3 �'L cP� R O 0 1611 SF R25 4 A LOT 2 % 1640 SF el 0, 4 LOT 1 0 ',cV 2129 SF . / � ••.� » aaaaa s3a aa a3aaaa a a taaao a 3 aaaaaaaa aaa a;a a a aasa aaaRaa a a Ea,a ,,.,.,, : ................ .. .. . ...... ��1--1,-,--�.,��,,���.-.-..-.t..,:",-,.",,---,-,-:.,,..,= ------ Oil 4" FOUNDATION O DRAIN TO / ' if�im j id DAYLIGHT rillsses or JOB NO. A_:, ... . . ...... Z: . .... ........ .. 10 47036 4 y SCALE V=20' k E SHEET NO. 'wiel?_ 1, 0 20' 40' C4.3 v / , , KEY PLAN N1, 1 m L 61 1 4 OLD LYNCHBURG ROAD w; l 1 H � 3 �.. STATE ROUTE 631' 1 FLORA VIEW DRIVE ` .. 1 _ _ ,_.��..�,._._ .._.,._.« ..,...,..... ._.�. �,.�. ��._.......�... -,...._ (VARTTYsa aI!f- N's G R,¢ IW WIDTH CURVE xx E$ p^f,w #D 2 ;EC OI s at D, E ?a =iaF w Bryan D. Cichacki R = 28.00 r i Lic. Na. 53741 _ «.. _ 3 $aasi$as3: a f .,.......... t $ aaaExfa•3a3aEaa$$. U G P G P U _,_ ____ .._.� ..__ �__ _ _ ._.. _43.98 $aa=a a�a$a$aaa a YOB G P L f. N$a$a$$sa$?sas3 $asasa=ah$4$J , s> `. .. ,..,'" GP- - - - _ __ __, J i':, y, f a%a�a$a$aaaaaa'r�aa$aas$?$i�ax3s3a3$3$ai: aiaa aaaaaaiaas$aa -•- - - - - _ - ............... a, $ - - G P _ - a" y2 <i NMI .1ah�aaa ah� a a aaaa�aaa�$ �$aaaaZ �a�aaa;a�aaaa? E� i' ;... C - 39.60 ;� : , ,�s ; = a E a a a a,afaDa , a$ $ { a f g SCALE 1 =20 (` .f >E L .:�'Sryg i y f�+' d D '•( �' �� t 57� 11 1 � Y GP t t } D tt f OVAL, GP PC - 11 +2 7.7 0 5( v t 0 -- �- __ __ \ rE,Y eaFr, t 1(i} f <'...� t: T ,. <t" < �. 4f✓i. is 6 3 t- t D�).6 4 7 € ,' fi, f f _f- -r�tJ _ .w UG P I = 11 +55.70 ___.____ 1 D , D � f< 3 1 F�'�....'>.'-"...•...,' ...,.,.w.,...,,,, „«,..,.. ,__,.»_._,_, .._......... �,.JF � .�_ ............. ................... ....«_.. .........-__ �'.1D ..,....,...,.,,>e ._...... .,_.".,. ._.. i J,.........-.m.. ,..,..• _....«.. ..w.._,„._ f T'>_. MM. _.-_..,......_ .. _,M,,.,_,.,. ..._... r _ �.�lo� sL<q.Sa., .:'.:-N� ��`s�„a s ,. ti"` ._ .< ':j .J.� 3 . _-.,_.... �...,» �,r", PT 11 716 OHS _.. KEY PLAN w _...». v{ � � ^•.. � �,,,.,...,,.. �` ,r^ .,,. ,.-.,.,..-,,, •a' .., ,...,..T R..,_..,,,. � ._ .,.• .. ,,, -,.» ,,,..,....,.. ,..... ,✓'.""."'..». .r""""«.,,:<., .„,. ,,�.. ,,,,,, .■�r',.,�A. "' i f� +� 'i� �a i; g� � ^t I SWEETBAY STREET �6. �� Q rA w..� CURVES\ a �- 4 I I, I -�_ --------------------------------------------------- 4 _- oU. LLJ L = 37.75 a _ _ _.___M._,_._ - - / ,_. __. _ /' '��R .............. ...,,,...�,... .w,..w........., .,...._.. ._.»M,.._._, .,_.____� ..____..._. ...............W.. ...,.._..M.. __......___ . _. _. ._.. ._.,,..., ____._._._ ._................. ...._w__.,,., ...............,... ...__....,«..... ,._,....,......, _ ._._.... ..,........M,.«, ..,......,....,.... ... I � C:) � a C=37.57 / , H PC - 14 73.78 _ H - U - a.a? /- ; ? 9 > >,. > , > . > > , > « «M«.««....�.w . wwww_ _ « ., y ..- ,.. ,.....«.. w_« « » . .. ,. _ t„_ >� ,,...M . , .,, . Y 0 �i } 'r a � � x SGr ? .s?�f.3:??�.....Th-..'>w3�...,�,�.,...'w3w+ w .. ? . Tw3..? 1..'?w7,.? 7w3 3.,?�T......................... .................. �...f'..5� � �,.x :c" . c _:Ga� _tea .zz'�.��� ..._.._....a' _.t"� _.:3'� :a' � ,,,.,�� ,.. .... ,...�,..... 7 / c.?T;z.�g .__m_._. ...•..•.....m ............._. ,,,,.....,...,,.m...,.... ,___ m�_._M._, ,..,.....�... � ,,,�'� �..sa,._A�.�.,.,...w..a� ,»,....,.,�w�..,..,,n�• ?,...,�e.�_�� � �Ga��� .:t`«TG�.,_.,.<«i��'` a z�...., _......a� .�,.rF.r.........a�' � 3 J P I = 14+92.84 / € MM m... _(_._. M._._. _�, m._m._m._. M,..m.,.. _..._._._.._1 T._ ...._..`y, ,y I Q ' 1 Q L s' a• E 1 C M z £ ( CJ p �w5"'A. '9" " "A" A 3, A A A � A" L � i CZJ P T 15+ 11.54 / � :S�A..M.G. . stG..aa.xfa.x{a .,.,..-„..»,..„; ».� , ,_._._ .„„. „._,_ .m_.„.m_.. ,_....... „..__."._ ,.,._ ....._ ., ._. ,.._ ..„.m�,.„ .....T_.µ �._ _.._„ M ,.,_,.._.._.�._ _.._._ ._..,_._.�a.r,�.exG!�z�,3 .. +.x!GtEia�E;Gtx'3 -� .>-� r . � .� R5 '. I R5 c 'n Q ti a 4. ° - a tl ° .... . r Ol d ° � g �'a' ....w� �.....,..«.....»..., ._,.,.»,» � w,.:::...: ..»� _. _-_--�'---------J _ +.sMxa• a.� � c•l > 1 _ 1 - 12 00 k 12 50 I 13 00 N27 3747E 50 }j=. FLORA VIEW DRIVE 141 LAW __� _ - ---- - - - - - - - - - - --- - - - - - - -' - - - - - Z) jp a. a. s rs ems. r: r .� C) LLJ E w v a� tr.- �M 4 !s a. w - 1Y'e✓f,/�//}E�_E� 3{¢� � d '�.."�.�,,,�..�'�..........�'.� y Y �( [r 3 J X •-_•_•_•6{� ..#...,�.._S M M ',� Q X `i� 'q \ 2��' r �a> . ,.....L L..f..,°w• m ,,, .....,.,.. ,,, ....,.,,,,,.r1j .., ._.,...t'.,.. «.� , .,.L A' , . , �r' xg. . i '+- X I ,.�.. + >,. s �--- - W ,; A ; l;aa;s*a 4 1 I I d . �,. ,,, y;, �, °a d ,,.:. ��M��_��_�n_aa�_ � ._--'•---•'-- ." _._._. ? � ✓ w._, a....,»,.»»,..,_»:. ,. ° ;�. .! _ I „,4,_,_,_,_,_,_,. _ w««....t«« . .,.„„ �_�u c _,��•, 1 a � a ° R �? _.-r- -____ _ -- _ p _ R18'� ( LOT 64 are I � �� _ �- ' _M ° 1 r _ Q -LOT-24- __ _LO'iw_2 ° - '✓ / ° °F__ ____ R5 ___ �, 1 ° M I c� �L a ° ° ,a' `:: g... I 1�43 SF"" E Q^� . ° - _ ..,-«, .,..>..>...,»,.. _,.,..,,.. ._ta, ii:i3i" 3. df. ( ��, r.;t��. -f 1350 S F 174 9 S F / J I 2237 S� I I M ._._,M»,_,. ( ° -.., w a. I ,'` , ,. _ ' �. I °�_. LOT 70 ° 21 LOT 22 LOT 23 I I ° ° a _ ._-� _______- M M__,_-« �� I I I ° o ..,.Gf�.dES�GfG:Gpi{'¢i?RxtECil6�fJ.6a1 •• °` ° " I ( _._. RD 1844 SF w N N 0 SF 1350 SF 1350 SF __- _ _ 1 , I :' - > w o N 9T 3 3 a� 11 ° . ° � z � I � ; w O 1726 S 1 �' _ LOT 63 LOT U Q 1 310 SF �+ I 1384 F z C0 / L6T3`4, I� I 10 = o 1 1350 SF a s 01 LOT 7 I d I r ( ° H DATE 14 8 5 S F ,_,_,. _.. > <- _ w _ W I � ' �� �.., ,.:. � � i E ' - a` r •'e i?r.'.g,' r ,.�v_ : I I f I .» .»„ 1-_• ,.....f�' E E LL .. £. • R 3'-�.-,�„� `�- -.. � a° d <C � I �� �� I I � 111812021 :- LOT 3 5 < .J_ (n I o I DRAWN BY a SA LOT 3 6 ° LOT 62 I I ( LOT 68 C. GAYNER 14+ 0 N27 3747 E 14 0 1350 SF I - - 155. 35' - - -� - - - - - - - -+- - j �s "� �: I I 1 I 1310 SF I t = .._._ ,s a I 1384 S F ° 1 t`�00 „3 ": LOT 37 I Q W ° DESIGNED BY q ......i . E ° _...._._.--,...._..... _.�.�__.....---......... ` i f `i F ,,.,.,,».............. TJ ✓.. a .ai �' fy I d -r-- �•� �' 13 50 SF fi > I I LOT 56 N' € 31' COMBINED ACSA \ LOT 38 �- 1 I a I N C. GAYNER ' R3�M1350 1485 SF d I CO I o SEWER ANI� WATER - - --. SF o _ I . 0 R3' , `\ �s „'�. ~� , LOT 39� �' N �,� -rs LOT 55 ( d LOT 61 I z � INST. NO.EASEMENT LOT 67 • CHECKED BY a�. 1350 SF 1485 SF I I 1310 SF �, n 2Lu 02200009614 1384 SF B. CICHOCKI LOT 40 z I Y 31' COMB1141ED ACSA 'SEE1814 SF a; o SEWER AND WATER SCALE C I ° S LOT 60 LOT 66 , > EASEMENT I 1 I I 1 -20 \6�0` `E°>V� Pa, _�; INST. NO. 1 10 SF ( 138 SF 9 , r� r 4 \D;,r ai =, `�• LOT 65 s4 6 wB + / - - -�T: LOT 4 ° d I 1 g I ° - __.. - - _._.. - ,,,�`�,+A � � , � b �. „ • �.. ,, 1 � d ° �- - °, - I 2334 S F ' O ,�, �` R2o . ° '° 2285 F r I' I OT 59 I I .............. ....................... 974 SF I OT 14 LOT 15� LOT 16 T 17 / r '~ 4 i ,a as ; I I I ; I , I06 619 SF 1591 SF 1599 S177 SF a „. �TM . a r .' -• ..�„, ,�e -,era;_,_-• i , > CD LOT 2b,r; �......�, �. ,. R1 M� nwx,��aa "�- m f( 2154 SF - ;.�� - `� ` I _... ..._. .a 5N a al flrt +` 3T - : s,..» _ MM• _. ,._,,w »i I a 1 Q (,.Rl P ('') I 1 �,/ LOT 27 �� _ ___.__._� _. - T _19+00 9°46'4 t 6"E_ { - I 't� 19 �~ j SvvEETB r^ 1600 SF LOT 28 T 1 W _� _... _w 311.76 EI - _ 20+00Will ro > d ° 36 COMBINED. {qJ + y -+- _d .. b .. b d �. d _ D d. '~` '.`^,. a'o .♦ ■ .. E`�S �- I., +� � I (^ ■ � «_,...,.• f...i <E�il +ti' .._,..,..,...,.....................__,....._...,,.,..,,,...,... �,..,i,,,� .,..,,,.,. SA SEWER EASEMEN... .2, .� � � � , ; _. =� ` ;• E?�i6°-,a� �.�.,M__.. ...W._ D d) v - c »,. ^'`` � • �. .,. .,., E. �: �.:� 3a,�: '/�°s �. _- ,...,,.,_ I @ ..».,�,.,,, � ,! E.x '__.,....,._....._,n..,...M......,.s,.r._,._.,. „_.. _ LOT 29 �-.. ~'` T '�, � ,_,..- ._._. .w._--_. �. ..,_.___.._ .., �� ' �' • ; � 1 AND TER 1601 SF 1601 SF _ w. _ _- _ _ „__ ewe _ _ F F�yj A T IN-ST. N O. d I LOT 30 • .- _ ....-�._. ..,..___. . ( A d ° 202200 1602 SF 0t96>1 :♦` ', ' ( ° ; _ �_ __- w..,.__ __ _�_ - �•� � LOT 31 �'a i , �../ D ' COMBI ED I ♦ ■ .d .. 1602 SF ♦ / ■ CSA SE R LOT 46 I a I Q LOT 32 / AND WAT R 2146 SF I I -� � 2113 SF EASEME T ( I LU e D ° ♦ _ __4 FAUN ATION INST. N E ° - Z 4 FOUNDATION I ( Q W � d d . ;' DRAINS Q - _.._ - - - �.. , r STORM EWER - - - AINS TIE TO _. � y •--`�»A + S O RM SEWER I � I i - -- -- -`.- _... _..... - ._._ _... _.._ - .� - ._._ _..._ - - ...._ - ._._ W d- D LOT 41 m N � d A d ./ 2039 SF LOT 42 LOT 43 LOT 45 I I ( '�'_i Q L] 4 ■ I v. A R LOT 44 m� 1575 SF 1587 SF 1600 SF 1613 SF I LOT 47 LOT 48 LL- �._. P P 1N I LOT 49 LOT 50 0 Q 2181 SF 1670 SF LOT 51 LOT 52 d ( ( ■ 1683 SF 1696 SF LOT 53 W >- 0 1708 SF 1696 SF SAN „..__ ._....._. I I . 2710 SF a z vV ( « d I D D 4 : b. : 9 ��.��.�•� �., y P vv WE0 - CURVE P -w A = 17°09'47" M> ` )M:01V 'OIL R = 100.00 lAl s p36 ' ¢jp# q T= 15.09 w - L 29.96 w C_ - 29.84 V V If {( IN PC = 17+ 13.92 PI = 17+29.01 � p ,N`\ II �'�" «F _�� PT - 17+43.88 a � \.,\ s� "'w,.,.4 s� .,.,..' � .,y,?' �"ak'y L�� �`'. ~�,.:+• zro� z:ta=a'm °.., r JOB NO .., jpT• tea, 'ham \ •. � �'a��, ,,. ..««_._ „...,w..w..,,....,......_-_._.....__...w ' itzx,,a i'�:x> `" ,s; 1 \. .` aya. ...,.»....,.�,.........._,... � ..... ...........................,...,..emu._.__.. 47036 w. , � I .rsre y aaaa J, a.$ E SHEET N0 �, �� r � t, `�, ,.:^`j . ` ,ate •zd^a: �� '��. � ?aa:aa:: .'.R..3.r'iva ' �'�,� `_"" ,^ 4 _ -r'a+Y1 y�,�z $$ `�'~` M :..,F' t ��/ '� . wM�$ 'x$ifg�a .,..rw+" m .,.,...w✓� � ,�, _,"j �,�a:Y'.a?' � f � � " � � Y � ..,.......,„ _ / 4 �b "5. ^. N�,s. ,✓ ,a�,a�,;> � .a..,,9 � 3� � � ,ss ii xazsvaq " ' L- 72 c� c a� ❑ c� Q O N N O N co c O O O n Ol Z g Q 0 M �r U r) C) W s U) 0 rn Y U O CT] I O O O cM O M O m LL -2 c: C) co c 0 70 -2 w Q z 0 r q) 0 m _01 0 0 0 (6 (10 C) CD .Bryan D.: Cichocki I-------- — -- U. lk No...53741 .... ... .... .. . ... ... SCALE V=100' .... ... ... ... 0 0 .0 PiG R� I1 01 200' o ------ 0 o _ ----- CD 0 0 C'4 vi 0 -4—UG o 0 0 up 0 011 E 0 0 A 0 W 0 0 0 0 0 v(y, Olt: 10 0 0 0 .0 0 . ..... 0 Z LLJ fy) 0 <J, _j m u 0 0 _j Ln 0 C) 0 0 I 0 C� 0 u rN 0 0 Ell u / 10 C K 9 .8 0 0 f) // 4 / (8)/ Ano 0 u 0 0 0 M u BLUUK 1z 01, o lo (cz: 0 L9 0/_ 0 C) Ln ul) (n 0 �o > 0 0 0 Lu 0 0 0 (:e '-W 0 2i I F 11 C 0 0 00 co _j 0 0 0 c:) Lu 0 0 UK 1 Q� 0 .0 ........ LLj 0 0 -W 0 Y, 0 vi 0 2 0 0 B L 0 0 0 0 FLOOD PLAIN 0 0 0 o 10 Lu 0 0 0 0 BL LLI 0 . ..... . 0 > 10 Zo 0 u Q I'well o/ A A < 0 . ..... ------ 0 I0 1 1 0 - I0 DATE I3 > I00 f 111812021 0 DRAWN BY ............ C, GA YNER n .......... -,-,B L ... . .... C % ItDESIGNED BY U0 Q 0 IIt C. GA YNER I"t CHECKED BY w (6) A u B. CICHOCKI c pk ADU SCALE nr L./, I ADU C) �i Q r l, �)o AE U > 1 "=1 00' L2 I r BL04%K 3 AQU 4) j u AQU 000 A U 0 (4) 01 I - IAQU An 0 I \ & , j 7 000 0 AE U A U AQU ADU 0 0 w I , T , 0 -4 r o BLUUM b ... ....... 0000 7 -E 7 P� �5 LLP I0 SLOPES TYPICAL) 0 0, IV� b tc/) It< > ui r 0 w < 0 0 0 2: 06 _Q ui 0 /oo c LL 0 20' .0 -utliff AzA Y 0 C/) -T 'IT (iIVA MER i'(jf Ell 7- ui >_ �o Z, lid P. . . ......... . .......... IIT L o /,9 0 F11 ----- ---- - 9 1, 7 0 LF r Ir u 0 Iw ............. r - Y 19 l 0 j \ \'�� \ 0 .......... . . ......... Io \�o I.......... 0\ If 0\ to'k L T) /0 0 i - 0 t3 8 r j IIJOB No. IF-2 vs /;o) 47036 . .. . ....... . ......... 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I NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1 1 WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT I 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. vi ce =) 0 _r U =) 0 CY-1 = �_ 0 w > w I_­l = u < ;_;, 0 0­11 (n k__4 > iy- :3 0 '�_ I so 0 0 0 0 0 m 0 LLj ;�> cl� :� ct� � Q� �� Q ;�i � --I C�11:31, l, �_> S ll-, . . . - rN CN N Lu C) rN F_ Q:I < Q, (N 0 " M , 86' , , I . DATE 111812021 m DRAWN BY C. GA YNER DESIGNED BY C, GA YNER - CHECKED BY B. CICHOCKI SCALE 1 "=l 00' T__q T--i 06 **A. 0 T--i **% 0) U) �e u 0 < z .j > < � I in UJ 0- _j c� < LLJ 1 2: (.) Lli co < _j T-1 < 0- U- co 0 ui >- Z 17- (f) Z_ W =) () 0- < u 0 = CL C.) 0 0 3: = l"""""`_ 0 U) JOB NO. 47036 SHEET NO . C4. 8 - 0 c � =3 -0 6 > (1) :3 (.) c: L.: (1) > (1) 0 V) m -r- �: a) (1) 0 Q_ 2 :3 cl- >1 c m - Ip -a (1) (/) =3 (1) n - 0 c = (a = (j) 70 c: m -tf M 0- c - 0 _T 0 = Z: c -0 a- (1) =) () 5 0 ­0 ()� 0 cq CL (1) U) t_ z a) 0 -0 - :�i 0 �E c: ;�, F-- m 4-- E -0 -0 C r (v cu V) c [L 0 =) C) 0 tz E a) *11 (D " U) ?: Z V) 0 (1) 2 2 0- :�E x w �-- a) 4__ = 0, :" - -E :1 a) 0 CL _r_ 0­ 3: 0-0) a) = .�! i2 0) cu Z3 � 0 (n x C a) 0 .- � a) 0 = Z3 1 w - - (1) w C 0 V) u � C " a) 0 E _0 n C 0 M 0 6 _0 1= -O.-O a) � :2 .m �Q 5 0 c- W 0 (n - w t5 -0 =3 c .�z cu U) I-- 0) 0 I_- 0 -2 0_2 0) -0 (n a) a) - = E �_ - L RS O 00 c 0 z z w :E LLI U) w 06 F_ 0 c� It C) to CD 0 0 U) (6 O (y) 0 LEGEND V71STORMWATER FACILITY EASEMENT PUBLIC DRAINAGE EASEMENT PRIVATE DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENT ACSA SEWER & WATER EASEMENT PUBLIC ACCESS EASEMENT WATER MAIN ACSA EASEMENT 0 0 If Z-,-,4j7L 0 0 0 4, 0 0 10 o Alo W ol 0 0 0 0 0 yo olo� A PPI?r L C) of 0 o 0 0 0 M Z (X14EF A 0 oof 0 C) J 0 0 0 IN f*CE- , f 0 (!Jl`VVE_F? 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NO. 00 _j w. /010 1 C> Lu 202200009612 %-0 F- U -i -LOT-24- -LOT-25 1350 SF 1749 SF ui Q, CL LOT 19 LOT 21 LOT 22 LOT 23 0 LOT 18 LOT 20 1822 SF 1350 SF 1350 SF 1350 SF 1350 SF 1350 SF 4g a. 0 3z F_ 0 U-i fps > Lu LLJ Q) —7 . . ........ 7 v u Q < 0 ?--I DAT V) E WWI RZ4 .. .... 111812021 0 LOT 72 DRAWN BY 7020 SF Nf C. GA YNER I/-% DESIGNED BY 01-L FF C. GA YNER ACSA �WATER EASEMENT CHECKED BY (INST. NO d t,tt, [t c. f4[- f(tt-'<44t r r: :i t+s t^ f, ` ^'-w 4if,4 { s is' I . Z_ 000 B. CICHOCKI a 36'COMBINED K SCALE )PBiNEE ACSA SEWER SEVtER,, 11t AND WATER 1 =20 WATER EASEMENT SEMENTt. INST. NO. qST. NO EA 202200009614 )00096 LOT 12 LOT 14 LOT 16 LOT 15 LOT 17 LOT 13 LOT 11 1599 SF 1619 SF UBLIC 1780 SF 2354 SF 1682 SF 1591 SF 2177 SF LOT m DRAT GE EASEM 204 SF 10'PUBLIC LOT 26 INST. 2154 SF ___ACCESq 10'PUBLI 4 202200009fi EASEMENT ACCESS EASEME INST. NO. A 200009612 INST. N O. 022000 12 LOT 9 A' 1752 SF LOT 8 1670 SF LOT 6 /1 1 - 1'. : . "*%/ I A In' r)r)r%AlKllt Dr)%Alf=P hkNU!VVAlt:K EASEMENT ------ < > r) ST. NO. ui 200009614 4 mv < INION POWER slkw =Z::�_ LLJ EASEMENT ui LLJ N LOT 5 NO. 202100017333 A. I zu VARIAB`�E WIDTH SFINSTT ' 20 DOMINION TER u Ui 'EFACILITY EAMENT INST 021 3 ll� 'T. NO. Lu 2022 009607 rr 0,-,STORMWATE CILITY ACCESS 06 EASEMENT u /_11 11-1, �-R25' 9 INST. NO. N2200009 u qQ` Pz LOT 4 v -J 1604 SF aE. O ti a'..3 ; i / a^xa'rzsa �E `t, f <1 LOT 3 NOTE NO 0 1611 SF '-'--R25' 1� 0 "'7 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 LOT 2 PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND 1640 SF C)r- FOR USE IN RECORDATIONS. j LOT 1 VIVIll ­`e V, �-- 2129 SF . . .......... A �a„ / $$$$$s sxasx$aa$$ E .... jf > SIFFR . HI0,, 0"I ..... M...... . / JOB NO. ;Ri IJ • . 47036 SCALE 1 11=20' SHEET NO. KEY PLAN 0 20' 40' C4.9 �NN L 0 a _o CV N N co C O O a z z w w w 0 1 C6 U U w U) Q d) Y O O m -0' O O O M 0 ti M 0 1. 2a2200009610 OLD LY CHBURG ROAD STATE E ROUTE 631 :a. (VARYING R WWIDTH Ifliv GP UGP -' --'-'-;. GP ___._..�,,_...��.,�,.,9:..a:J.��:��.�.���.�'���.��• .ate _ UGP--.�.•,.--__.__..�; 10' PUBLIC ACCESS EASEMENT INST. NO. 202200009612 0' PRIVATE DRAINAGE EASEMENT INST. NO. 202200009611 i i ]F 1350 SF 1749 S 21 LOT 22 LOT 23 � 0 SF 1350 SF 1350 SF i IL L-7-41-i &I-L T T -/ 7/ Flff 7z 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 RECORDATION& �UG� DRAINAGE-�-.__D GP VARIABLE WIDTH STORMWATER •-�'--•-•..,....��UG, EASEMENT [ , _ o ...�._..., .._ ^'FACfLI`P�r"EASEM-ENT __._ _�._._._. <<f�.,".�.-_.�..__. _,_,_,�""""...w_.µ »»N_. . _._._.._..« ���$��.�_,_,_,..,_"_._,",.."..".,�. �.,_..,,,» ._._._.�.. ; Jj"1„—„_,_�_.._._,_._,_,_, £� INST. NO. 202200009606 .tllr INST. NO. 202200009607 ,,.•'-- r,,,,w .. EASEMENT INST. NO. 202200009610 ,r-'"--^�.., n,,,.".<.'"^` . .,;,`" "v' °'^,,. �� ems• °�� \ ": �`;• tt h�� y�'4' • 9` C L V, ICJ `4 •` + .t fits 36 FE r \ zv—j —1.4rIvi 0T 3 3 SE E- - �` INST. NO. / 1726 S LOT 34-. a� 202200009611 1350 SF 4 LOT 35 1350 SF LOT 36 =1 / 1350 SF LOT 37 ~- i4 . 1350 SF LOT 38 1350 SF t f i 4 i4. ,*,.t �iaf r 3�' w, t r :.�".•� � "•"r '"�•_ // LOT 39 �- t, 1 /1 350 SF ,.3 s, 4 t f' 4 r, 4 4 f{R if LOT 40 s f .,..>`$,, v,.c -,t i t F e•: 4 r'r r:idr / f f( [ J! t 'i f 14 1 trt �. 8 SF t t j) //r t t a ,4 <r ! t ! 4 j( 4 :i rr, 4 t :fi F St. , n t jj rt ltf F<r -e:t%: Q F t rr 4 d • � �.� t/ t t �[. { tt ,;,t< [! / 1 t t f3 � ;, Y j( f' UN t / [ <r 4 if'tl t a t r t t f / 1 J ��— ACCESS EASEMENT —77 --1 •` --i �. IPA N0,,2022000096172 Im 2237 SFFF \� FK tit / kFs4 rr'[r - t [ y !a t LOT 7 1485ISF Ana �tL t - '' 10'PRIVATH DRAINAGE [J { tE ! JEASEMENT INST. NO. 2g2200009611 ,- LOT 56 d wt / 1485 SF d r t J LOT 55 rrr try t4i r ! � t/a.e 14 F 85 S ( r t t {t 4 4 4 Jj 4 4 ! r !k 31 COMBAED ACSA SEWER ANID WATER a EASEMENT t !! l 4 INST. O 4r4 r: d v . T. N a ! 10' PRIVAT r ;;� •�: , , �_ :: I DRAINAGE :f t 1 �4 44 I EASEMENT r r[ t a ' v 1 f f `a s t IN NO. 202200009611 S f k s _ r t a 77 a � s� d t y k t u, •i t f l r'- [ Fn • Y 4 r .r t d +L� f( t r l � f! ! ti i ci F 4. r )I r ': C. ACSA �„' is • t F ` t ttt ti� t tt s, `dt ! � � 1� r. L[4 !, s t 4 // � � �. LOT 4 R -! ! ! rr•4 •t 4 4 F t t J t. 4 // t / 4 , s v rr, Q {. E S t i •t t A EMENT 4 t 4 ! t t [ �•- 22 F • / i / 4 t 4l r t %t[ 4 S � Eji / ! t y is �' - � ! f � c t / t<t ,S l � a 5` j f •iF /' t / 4 f... L T 16 0 r P r r.r t 4 O 14 t t4 l ! ! J r rt l L 17 4f LOT 15 OT e _ �f y s .4 :f4f :f 4 <f• t 4 . 4 r4r4 .r4 4- F i 1599 SF / 3 t l S lit 619 SF 1591 SF 2177 SF :•�. tf [[! [.�'f[ tr. �lti. ,, !r, :I .r: ,FI,r �' •-\ .r. 4 s ,4 cs , �t ;Sk jj :r. 'F t I `4. 4 < 4 x t, 4 i'( ::�F<,: .! r r.!•: n rir. art :i. x . / f: v t /j J • ' t s s. t l 4 j/ 4 s r t tr ft t t t !! r 4 f )j t f4 f r4 4 F / f 4 fw l 4 t rFj 4 •' / 4 r j/( f" s 26 4 4 4 J [ { t [ !t 01 LOT UBLIC`'�. ,., , > r r.r, r.. , :: ,:., r r r ,r, ✓.r!'- .r..4. 44, i.4 %. iss F / t t t 4 41 4 7 t / t 6 t S 4' A ESS a CC 4 SF21 I 5 :[ • [ r % :rrr - :e a ! f "•d.,, v a.,f, s. s :.t l rj t t / ! o ! / 4 �k r4 a s t•t [ 4 d 4 t EASEMENT— 'AJ < / Fr r � [ ¢ .4 r•, .l :I'r. .tr.c' : f ..,: ,:<. , ... .r.a.....r,. .,.:r. ::..., .r ., r� r: r:rr:: r... - r r,.: .. c, r .r, .. r. I ...4.S ,S .. .. ... ... .. .. .. { ,. ... .. .. .. :. . .. I fi .r 4, a. � . f r r: 1. � l .,:r,. ,!�,,:. ;:!. !.: ..,rr•l r.t,: ,:.: r.r '.: rrr. r.,:r,:r, .,.t,�4 .!.. r. .rrr r.n ::r .ere t :r'..:,,. :r .!r4 r•t •t r . :.,r`�r r..:r::r.rr: .. ... :.. :.... s.. .. . .. :: _... ... .: ..... .. .. L L- .4 .t .I 4. f ,k S t / : / /„ t t. INST.o . :.. rrr-. rrr.: : rn ...r.! r :....: ..r. '.�rr.n' •err rr.. rF-.:r.. , r r :, .r::: r r, , , .::,`: < •ie S< ret r t•: r �'l,:t, .'< < N °� LOT 27 J, s.. q -. ✓" �,:'; a° / '^M I t 4 4 4 S "w t JJ f 1 .. 2 9612 0000 f j/ 1600 SF 1. IJ • ... ,.r4,.. : .-: : r4. :F4.:F: rk :r- ... f, -.4f : :i .: �r- - ': 7, m _ s i b r 4 T 2 8 �,33 3 ;4'. --... 36 C O M B I D NE d t t • d� A `i t r „ •, � °�,. 1601 SF SA SEWER • ' / -� � AND WATER LOT 29 -_��• -=ti. �`` EASEMENT •� • I / 1601 SF _•___� w• LOT 30 INST. NO. 4� d•: d "` 1602 SF 2022000--a96-1 --�. Q LOT 31 'COMBINED I 1602 SF / CSA SEWER 10 DOMINION POWER w', - LOT 46 LOT 32 / AND WATER EASEMENT `"�b...� �'" sm�`:`: 2 EASEMENT 2146 SF INST. NO. 202100017333�`~� 113 SF INST. N0. i/ -". �M. _ _ .- ` � `�- -- — _ _ 2z 0 49 G9644 L T 64 1 43 SF 20' WATER MAIN ACSA EASEMENT OT 63 310 SF I LOT 62 i � �1310 SF I LOT 61 I 1310 SF � L' T 60� 110SF -OT 59 974 SF Fj �3'rl a �,� �%' S.j .. y3ySJ3 yJ3�xa3$a 3'33d'S3"3 i'33 ."3'i'3ySgH a$ a�a•a 3'33S 3'3'377, 'k< s s s jr i p 3S 4 b'` ,JI t i Sy i .xi�Y i3 i KEY PLAN FACILITY ACCESS AND PUBLIC DRAINAGE EASEMENT INST. NO. 202200009607 Nr- SCALE 1"=20' 0 20' 40' OH ' N ow — ACCESS EASEMENTS ACCESS ALONG FACE OF CURB EASEMENT I T. 20� 496 IN �Q .iQ0 Q9�,2 M E 0 N Ov N � F� a U. o oU. ui 0 w M Q _j V c0 Z wN—iri O of ON ( W � M d � � �O x U) �a �� o ="am Lri uj a p j kD� �w wui L 0 '-7-1 10' PRIVATE DDRAINAGE - (D , Q EASEMENT f4fr` l INST. NO. 20 200009611 i LOT 70 /!i` t/ a 1844 SF e N N I ( ! LOT I9 a t rt ! ff t ti/ 1384 F z lFF JJJ�` o `_j DATE -� 111812021 r DRAWN BY !4 I ` LOT 68 a J'. C. GAYNER { j { 1384 SF d ° : DESIGNED BY 31' COMBIN D ACSA C. GAYNER SEWER ANQ WATER • I � t EASEMENT <ttI I CHECKED BY INST. NO. LOT 67 e: I l 202200009614 1384 SF B. CICHOCKI - �� (r F � o1u P B C SCALE Jil I 1 J" t4?t LOT 66 ACC E S I t.4 ,i t,t 1 —20 SEME T EA 138 SF d INST. y, • I / 2 2022000096 t/ 4rrr. • !Ir LOT 65 r! d j) f t t l rI / fv t4v:4 < 1 2334 SF I `4 `f PRI TE & ,.l rrki / t 4-' %.r AC SS EA [ / I 4' 4/ st f _ AL FA r; t G C cz t, 4 4 l- 1 NO. 20 Jj 4 CD '[f 1 {J 4 > 3 / <4 a� 4,. / <4 t •i E 't 4 d ,t ra,e i.i t . •i4 jf t t 4 i, +S t [. I / t ! [ s s I f [ Fk / ., r �P t 1 r r t 4/ t 4 t 4 S A �< 'z' • t < � < / 4 t < /t l t 4� J 4 3a1 a . c :t t, k[ , 'ew s � tt. T f rr .! 4. N relr' t,:rfz jj ! <t > t '� 1. f. t (/ 4 I t t, e 6 fr I (f v' / r ... ,. .. r r r.. ,r r ,, , ..r.e. . . .,.. ..rin.... .... ... ... t r. r .r..,..... ..r .. ..,. '..[... ,:. [... ..r.....r .r..r,r... t,. .t _r,... 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V. � � '✓ _°� ACSA SEWER &WATER EASEMENT •3e �m.{q»� ^';�•_....,,.... ",„„y �:�, fg "sa' �,.��� .,< � ti � 7 � J y � r�---•y�yy�'••• ------ .,. ..,,,,",,,' F / +•R� JOB N O . It , PUBLIC ACCESS EASEMENT 47036 'fa"raey a-; m <t�'... ,.: " � . �' za.-a>• a,;..az,:.. � J }* —:. � � �— •.,-'---»• �,_,—.,.,..—....,< �w �'yar � � <'..,. -..,.. `>g;,e $<a a '^• ,.. r3 � � - xa..x a.sxa.aa ?� "" ....,„o,.....,..,,,.,,,..." ..._.,, .:_.,,. $ ............. ",* •, ", � max a""aaas � €f `—' ----�_ as 3a ... ,,.,., ...... .......•„ .«,.,..�._- `�'r',a ,a. 'E.a'" •<, e�: 23„ °'e. �'� 'ar. :. aax :a;: Fa...,r..„ay i' js-� SHEET NO. a - WATER MAIN ACSA EASEMENT � �� � ,..,...-'°f -`t a,, rF'" x � ?� 8 � � xi �J� m,.,�.t•'`�( � � � � � :a�"�°s, '"��� , ,....a ` �� � � 'x ` xzr L_ Ali L 1. c N 0 (13 >1 c- _o N N N , 00 c O a) O a_ Z 0- Ll1 ' V z 0 06 CD z_ 0 Ir C) Lri 0 0 0 N W /'_n V 0 r d) Y U O co I -0 0 O O t.6 M 0 m O r�oT�s: " t o r,,e q .f ", "-"" � t # �_._ w _"----"-'•------..I-....�......_- "_..�..".�."-� . _._.. - _...,,._ - -._ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS ��f3., Ot ' j]a a' ____ _ _ ""-' "' "T ' _/ '"` „� 1-1 3 } a, „.,. / / p ✓ ✓" ✓ �" a / j� %' " ,at�r� , ,. zo a tt a� 3 xs xwxmssa x � a a a asmzn <ra <e z f .1.4 4 a a ' - AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND a o """ """�=��� O _ a A 3 " <". Ja B s j ;, #a - i ^ J �" �✓°e le s / r' / --,•,""' w t j ` . -,.• , t2w�.ala&r:...i .+^-,ri,%;3.:3_3.29 e/ .e"'^°•'w DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING »` .',"' „1� '`�'. �, ,� �'✓ a; I t 3A w,". / at.. ';�' 3:a�.�__="�xY 3: a,. �` - !� Aw ,>.,,n,,,,<,•.., _ r ~., • w- ' '„. . "r..w• / G3..332.'FPSTaS " e.•, w '.'� ...,,' "as ",✓ "� ..tn,+-n �, f✓E CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY '/J �, ":." - " _w �,a / �' _ �� ��� y as '" o %.\� �' �a " _ ; TREE aa, 3� � � - -- ,� NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. % ,„ -�" F, 3 "' �- `� � ,r' .",.:_. p'1,' �' wM,.. o I , , •... ~.. �� T B ANY CHANGES BETWEEN T V �..., �. - ��� PROTECTION ,_ �. " ." �,« �. 2. CONTRACTOR SHALL PROVIDESMOOTH CUR TRANSITIONS FOR C G S N CATCH TO REVERSE CURB OR WIPE o j , •.• d � \ 11 I an ..' "�---1 ra m" r `, TP � I :.^� a. „ � �' OP1 W N �� ~' ., �. � , �_� . � Bryan D. Cichocki Z DOWNS. I r " °° -- «A , ^ < "•-,- I � ,� \ -1. -n (SEE E&S ",� m. �r 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE � °I / ''� ! M� /*�'�'111__ LENGTH: 27' � "- '"�I . gow l SHEETS FOR "" a� ,,. __ 'r TP /' —, Q '—' "Al 6 j d / "--o"-; . ' DETAILS ..I �. fp � -� , - .>��-_ �'— �- ��'� Lic Na. 53741 d WIDTH 1: 6 M ) ,n.", __. r; .: ,._- ! I ' t�.� _� ' �� FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING _ x _• .,.;�.,� -� .__."., " s",;� ' PERMIT T O B E PROCURED B Y THE CONTRACTOR. I / / ) d WIDTH 2 : 9.6' -1 '` ,� . - . y mn ..�:".• (N-fiaw.�.._ " T n � ".n.".n ..< . ,ail � - _..._ ,,.,.._.�.-..___._.-. o �,� __ ._._ _ -_ __.__," '4� ,�j � /�v ", 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH 10 I I / RIPRAP CLASS I ✓1 <." � „_ `�d � `� . .w �� � "_",.�. �, "" --` , � „. I' -' _ .� ,� TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT I I i ,� "� �" �' " », �" t, " - "� ; --� I 1% /-l__.�`',. """ A0I4�,_-.�..-•... �„ ._ __ _," / . ,� t, a • _" a 1ONAL NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, ' I 1 I "� `^ ^"^ -, _M `; ,�°°` / / `� ,. � f � `'" �- It R � a. _..� ..,� ,-,*,, w.PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FO,R WORK ADJACENT TO EXISTING PAVEMENTS. I I ° J °` � �" � � ' -,I ' � `' " li /_ - MM^µ^»` d'` j ` � .,.' ,,�`� ,� � U NDISTURB , � .� , r,._. s � \ n"5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS SUCH AS BUT NOT LIMITED TO PARKING SPACES RAMPS AND ROUTES}� j j �` '"" _,n __ -f'✓���' , / ' ,� ' ' �- "PRESE TREES "„ a 1 � If ...- SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL f �� / /�# - - �y� E CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END �, �` / I,>./ I\TP >"< % / - t__( '"'" ul o IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING _ _ q _„ <n.,r^�..-. _ p i .•_, - ,f ,r° "A r' ,•.> p:., ..p to I I / / e_<"" -, - Q 4 / n I - .�' TREE ° "' � SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN 1 " �« ---_"' " - " �, d ,' "' �: Q o I _.. jF > ,.. ,., , .. w." . _,.. ;, -� -w -._ .,.". _.� •.-- -_ -,_ p p % / / / - -' � , �, t -' PROTECTION > E ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS "24 HrJ,"Jl:- 3(� � (lk 4M" _ �rL; ...� -- - r'` -, K \ f' �- �" a- M STROLLERS OR BIKES. I �, 1 �� `� -"�/ » �' q „� -# ( d = " ✓p "` p �_ I- SEE E&S LL! �; �' , da I �/ ¢ / Z d`/ 4 � a ; I .r .1 d1 _._..,d1 n " w, ��lSHEETS FOR m "' t-- ' # F O lli ,� // / - s h; 101 �< / / / ✓ �" " �� dl—_ DETAILS) �e ¢ ,� 1i � a "° • i I f �� / / / .,✓ '" C1� - �t e �y � i° ", ' ^ ° "" "a W J — Ln O ° ._- .��..<._� I g ,� / rs / / ��. 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'):_1 , \-,"---,, \ '-----�\ '�"� -F ­_"� ' � I ,,,, -I-- / ��' . I , 11 - I \ �\ k . �i�-_i - 11 ­_ ­""'�_ I . , -'. , �' 1\ \ \ \ \ _� . "-. L, , ,.. 'I, I- .1, 1/v ."- - --- / "'qZN � __ I .... � - - '\\. .__ "�__ � 'I-, �� "�w==Z='-"_".___ E EMEIN I - ___ - - 4--1 \ '% \ \ \*\ \ \ 1� % \ __ 1�4.1­_ _'.\ �. _',1 ) --,-_,, 00 ." .\ lr�'S_ I " 1._ i ! ... � ! 1, " � .'��' , -_ .- \ I T--- v� to ---- - , ! , __ - ._11 ," ! - ' \1 I \ \ \\ \ \ \ -..I--.-- \ N-1- -, I ___' , ----',,,,, _'__ ,1 rw--anj A - - ­./ ( - -1 __'_ � -- -_ , I \ Al �_. " " -­1 - Z-�*Z_-­­ \ _'____"._"11___ ? - - I - - . i,z_ ;f J�j c ­­__ n-=r=_-!a=�Z- t5n____'_'.___'_ ----.-,--. - w I ..... - - - � - ---I--,-- __._' --- NOTES: \ , :""---, j -7 ';� , \ . I ___� ­."�.� 1, -1, �� . __"'___' , I ", / ­i'� - ' /' ....... - , - . 't I- V -1, ' / - - -_ - .I---- \ ft4'4-"' -, _._' �1_1-.' � I ___ _1____' 1/v­11-111-1�1-- "�� \ \ ______ ' --i� '-,,--.----.-,, \ -, , -,..,- '""" a ___' -.-\I- -- ". I "t I .'r r --- - 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS -11z�� ' /�;""._% / �3E-D 6 If VL? _ 'r?1-1 _' \ _ ' " � " ,--,,% `�`� --'I-- \ _01 ­-­__ -- ---- --'-',A!'__ / � 11 '..' , _�1.4��' Qt"�'. - _.____'__'_"'______ . I - '�/ __ ­ . -__ '�" - ':�i 20'DO' INI N PO __ - - '_ . __I- \ .__�_._ ' " ' �__ ". '�'­_ .'_ I ' , � , ____' V "I,----,- / A'­'T Ale "':� AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND - . \1 . '2 - " 00,2884 - .- " _/ - � --- * I'll - - , Ify- __ - \ "'k " :- -- _�_ *­_ \ 7----­:Z_'__-­;-'�' - I ­ -1-1201 ---I---.-- " I ___.__'_' � " - __ __ - *"---.— \ X-7t, ',,,-,,z , ------- \ --cr'!� ­­ V-1- I- — -1 -_ — _'�' -1 ___��. __­ � - , I", - ___.__ -"-- . I I '_cT — � ", — � TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY __� \ --'--, .' -.--- ­_ . ----_______ ':�i V_ ____'_z ..... vv - '_ ,-,- ­� / I - DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING 'k \ \ - \ I --------- " -,I - - " ____ ___' -, EA I E .1, " :� I- / ­____ ____'_____ - ___ ­'­. -_ _'_____'_____"' / I \ -�__­__111­11 � - - - _­ � 1Nr_ 10001733�� 1T ':�i ...... I- co _-'-.___A ,,---- . ,.. . __ " __ - -, 'ti/ / .,-- - _'____ - V . %'. _�._'.______" ____�'__' A _-4-.. -"---,--I--,--- I— , ­_ - -- 3r, I 11 _­... 11 - I - - I:i �_ . "I - - �F=?­-tl I — -, I ,.-,---,--,,-- � N ------'—" %N I --- I - _- 11� " '�.' �' I-- I I - , -1. \ , - , - , - " , DOWNS. \ " �_ - --. _. . _7 'k- - -_ - -_ ­_'_ _____... ___7_­­'__ 1­_­____ I -, ", '!� ­ ­14jv I-, I 1� 1-1. - , " - _ ____'____'_____ ___ -�,----"",X�i,.-.-�-�,-�.���,�,- NOTIFYTHE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. \ \ _�_ -.1--l- 11 -,,,,. - . "Z __ / - I C..) \ __ "'_'�'_7_ - . _____"'___'_ __-, ." - � \ _'_'______ \ � I '..", , 141 - ' 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE \ 11 ' I ____ - ' "------ --- - --- / "I co . 11, \ - ' . __ , "� __­ _­4____��<Z'-­-'..'___'_' ' tl� / / \ __\ " ,,, _�' I ... ­ ,_,--- _/ � --- - z - 1/1, �__" �Z­--- 11-1 I------.. \ 11 - ' - , _­ -__--_­__�__ m� - - I. ____._1 - ". , -"--,,---,- �Z.­­__ . - I ,�'�_- I \ _­____� __'__ . �' __ I '_ - , _­­ / , �� ---I:--_ - 1, �__ - :� 'i \ \ � vj q ."-. , . - 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE \ , \ \ - - - " "-. -zz 1�7 - - " V s" , '_' ';' �� '9 � --.-I'-,--.--- -,.---:p �' ._1 _­_ � -t=___4__- ��_____ "I, '; -" " �. ' 11__�. ' -I----- . . . , I � �_. �4 --::-,-,---- I . . . . . . . � ­___ '-'-_______ - __'�'/___ =__=;_ % ;�­w� ,,, , . 1. ____ __ " . - — I - - / ----- . � ' , v ____ �' li 1v V . "I __ I __ ­ -1-1 --- , - \ - - - N \ - ... - � 1. I I � _ --.--- . 1__��­_7_ ------. L_ , -,- I - FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING � \ � -, - - - ___________ - __' x - -1 7 __ - .- - - ______' •, .11 ,----I--- __ ___ -1,1-' . ___'__ '_ - '-* / _ _ _ _ . __z��_ - 1, '�j .'_________A___'__'_ .- / "'; - \ \ __ I __ �-� � . - o ��o "I '. - --.--"., "__.___4____._ ____ 201 MIN POW '__ - � . --_ 4 v 11 11-11 j� ...... ­_­�. '__ _'v_'_ .---.-- , - - ­7 __ - " / , xl-�'�z ; :11 .-------.----,--.,. -1 I 1, '_____' I _____ . �'l � ----..-, -,.-----, _._ PERMIT TO BE PROCURED BY THE CONTRACTOR. \ \ I I \__�' `_ -- __-­'_'_._____. V _/ 4. CONTRACTOR SHALL MEET EX TOP OF CURB EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH � __ .\ � ____ '___' " *Z' ­_ "o . / I - I I � � ,"'�4' - -, ", ­_ - \ - �\ -, %... '116� 4 --------' ___ ___ _____ . 11 ��l o 11 1-4 11 I ­v- ­ -1 ___ I- \ \ � o �--�_ ____ � --------- . . ....... �' �- - --------- ___6 " 'i - � '. � _ � '_ \ I \( _____ ' __ I.. , , TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT _'___1 - _'__� __--____� ,---- - -­-'____'_ 1;1 4 ---- ----------- 7:-��� - _*.W�i:Amv.';; I —1 I . 11 9 11 . TQQQ' . � -, ... I I filo =="1____ ------- ' f �' / _�_' ------ ______1 ____', I'll ... I -a:; NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR\ . N ' "I. - -,-----,, ­ ­7`�I_-­ - . _'_ �_ ----___ ____ ----I_ - -1- ___'_1y_' -4 Z"_-- , \ � � __ IN . NO. 20 SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, I \ I � ____, ".. �' ,_ --"-- .' '_' - ___ ___. / ----, -----, .. ; ­,' .1 , - I— I ..------------ , _"_'w';u' \ \ "I-, ­1 "'. ' / __ --------- --- - _�_ .. . I h w.. I ' "I --- 1-1 - - _____e__ _�_� -_ ------- - --'-� I \ I ------- / -__ - ­_'___ ___-, ___1 - / / - "4.v_1" 1 1, / ____ _�_____ --- '----, --______� -11 PAVEMENT, AND SIDEWALKS AND FOLLOW VDOTWP-2 FOR WORKADJACENTTO EXISTING PAVEMENTS. 1% \ � \ ; \ I 'N . � - r _� "It -_."'..__' �_ __� -�'__�.' ---, -----,-'- ____ . /-1 / � 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, \ � I I ---Iv-,- __\ I I �_'_ _____ ----_� ____ ___� --,, _____ _ --"----_ .,-,- \ \ \ - i I -----_ I - :"----,,-, 1. 7---- ---'__ ----;;��---�-'_ __~-__. , : --I--- ---- I -----,- I - - -- - '� " ; -_ -- __� ; ; ­_ . I ---. I/ -----t . ­­ -_ ---___ -_ i --�- I , -- SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL \ j \1 � / \ I I/ _____� . I -- ' I ''. 11� ."-.----); ------ - 9 I/ / . __�' �:7 p 9 CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END I r, I I I --- ___', �� __�/ -------- :_�__ .. 1/____1 I � \ � % I i i I I / - I - __'_____�:�-___�_'_ , �� _�_ - _�f - --I- I '�­' .'o�.. f . ___� _z_1___'____'_,��,' ____1 __ PARKING '1- --,,/,, $ 1 __'. k It I I 1 - ­�..' " 1 f — __-­______. _�_____ _'___ .. .1 -1 -_ % - IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARK 141'' . 1� _.j * I ", __ - _1 __ r- - __ . ___11'_________--_ ---__ I _�____�_____;�L____ -__� 7- ""I ;V� I /_� I I I " I I . - 11 / ------- V --- . � � I 1 ­­0"$ I; -, _41r____ _­_7 ------_ " - SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN I- � � r r' A 9 4 __ I '.�'/�­'_:_:'�-�_'�/� 7-------- �_ / I I I OF)- �._ I =_ j ) --- � . ------- � 't ,--,/ \' '-',,. \ � I � I I ,,,, I • I / --'Y-, � 411, .1) / _____ �________1_ _rt- / / V; I i . 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THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS - \ �, \ \ \ \ . \ ,_�l �,,� - - / ­_3 ­­­ ---­I,,7 - i i I / / . �l / / it I i .? AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND T--i < o -1/i- - - If— - - - . - ___- - \ \ "I \ 111. 11 / I U) \ 11 I 1 171 14 LL / T_ — — — — % V � . / / / I ( _\ t , � , � - 7 - -,_� `�, 1-1 N 11. I � � / I / if / DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING 0 % , - - - _-, ­__ .1 I 482 --- 10 I ;; - TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY , " " Uj : / \ %% \ �� - - o �� � I,, l___*ll I / I . ) I / / �j l \ \ \ - . I ___� , , lq�l I 11 _f 11 / t,l � _.l N. __ .,- . i ,__ 406 � v I . I i ,/ I NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. / I \ - \ \ �l \ \ \ ­'. I., , �� - ____ I i -t-4�4- 1 H­-- I / 1___�,. / ,,// r / \ 1� -,_�lr I---- I , �%­ I ; 11 � � \ \ "I . .­_ — I I -1 , .. // (D "I % .. \ \ I \ -_ ,11 '�11`1 4 -- ----- - ---- - . - I � 7----- Z_,_ ( 4 il, ,// / 11 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE v ) 7- / , \ 1. - " -11 ------- I 1­ I.. ---.I- . --I � -------- ­-, 1 485 , Al') /I ,�. '21� ,A�r_l_ / ::) z - , I I i I I I I , . \ \ I- ­_ __ \ � , ". , -,. ___�_ 1-1- Iz- � I 11% " 1% . i _4E I '. . f4 DOWNS. I ` �.rl * - I ) - - . I ; / — 1__lzz�l �> 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE U E . . "I,\ v I 11♦ 'IN \ \ % , 11 __i�__ "Ilk ," . T_ i " -7-7-7- ________t_ I // I / . < 11. v �� � \ I , ,_ I . � / 11 �_ ­- ­ v - *A_�' . I �l - � ) .�# // j � FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING I - I- I .- . ��_ I I I lk, . 1 ---r ­-�488 ;/ / I I 7' < - 7� - - 11 .17 % "I - - v - -, , ­_(iJ __ _ l_____ -1-11 ......... I 72777,_,__� I ------- -[- / 11 � . 489 ; f PERMIT TO BE PROCURED BY THE CONTRACTOR. I . I - .1.4- - .--. — __� __ I 'I 1. ------�5 _- ___ ) f _4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT EXSIDEWALKS IN LINE GRADE SMOOTH 0. 0� - __� . , ___ - , // , I-- ­'. - - - )___ __ , - . N - [ ?/ / Z - ­_ . --1 I Ill . e� ___,_l______7__llft*mft / I ,�, / If - [ ;11 . _ _. - "I., . - � . ___� I - 490,-' * �l ,� � - - - . , I .1 � I I D 11, . / --l-, 78- �-[ � - - � / ­131- i TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT � " , 41 , I i I J, " I - I __ - 1, �:___ I 11 "—, 3 v 0. � _11— -,----- , -.1", / (D ___­­ '... - , - __ - �____L___ . ­­ " I ".- . �l . /..I _/ / — — — 11>9 _______" - __ . -- ; .6 - I � . . I 11111 / 4,Ql-�� i ) " -,-' � NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, �. _ - __ � ­11--", ­_��­ -­ _l - ,o..- - -z . - 1�1 I / ---T-"--- 4 -4 - __ / PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. -­ - '_� � ­llam� j � IV . 11111:.: ",!!7 . - 1-11 --,� \ I" I I -.-- , •- -,,--"- I T­ i / I / _____, -1 - j - __. ­-.1 - _1� -, 77 11 / 1� 'I 11 - _­_ - (Y -,e-,-,--, . . I- _- i . I I I 0 - ­_ - - , A . - '. <� __ � If / I \ f A / I � 4 .ct / 0 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, - - %.. I - �� __ I., It . . / I.----,--,- z� ." .1� . 1. . ........ . - 'N - - t- I.- - .1 T� --- _��_Z_ / --­tzj-- ______ !, li I I I I , lll� , __ . 1� I " t, 1 7_17-1 . -1 ----,r I . __,_,r-­­- (.0 - � z I— . d - X= . ..... I - _�, _ ____. _4 " d 11 ,,, -0 , - , �wll_s/l ­______, /,/ - _�_./ SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL __ - - . ti - -­--­_____ I A. i� j ­ I .. 41 1 \ I __ (�q (D --, I." - 1-1 I __ / 1'�, - , 1. / - �_ / 0 . .4 I --.--I- " � �� I -1-1. . I/ 1. I I 1, - - . A - cu ,� . I / -11 I ��, - i - .-. -11 -­_ --:__._._ il 1 . __ _,'-- 'IT ,� .. ,,, ­ //' 4_�� CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END . __,________ m�p- _ ', .- ,-- __ - - . __ ._\ / / / / \ " , ­ _:�: __ __ 1=1111-b - ­ .- _­ ­ .- __ (_ IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING - ­... � =_ I __ / 1-1 - - I 11 I I I I ­0 I -1. (I-- I . - ­_ n_ - .l 11 n - le / 1-1 .11 I'll �u `___l - i�k___., - 'l ... I - I SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. 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I / � I I ,-<�,� 1 I \ .�� // I �1 . I- 1� \1 . ­,," 1'-�4, 1 1 , It --�,A-00 le I I - ..."� "­ � , 'k � k � It I I It t, / 1 4 / # --- 1�- I -al- - I L . -a c m m CL N N N co C O 2 0 CL U) Z 0 } w w M m CC U CO L6 U ^W W 0 0 U) Y v 0 m I 0 0 0 0 r- i 0 m CG-12 CROSSING #1 a`> Al MATCH EXI TING tiL5S ' ^. Bryan D. Cichocki TIE INT 45 85''''' D' U d_, Lic. No. 53741 N, _� - EXI G f' r r .�.. • WALK�t` ». ... af� % ii i p �5 �O �R �� 455 w y d -15�/ FF"}S k Sbt L fr '(�'• 9 LAY. } Ft •'1. !it w^ { T �+- cf ANAL ,F .z <.Ftt <.s a t ... 3f' 4 t J j r iJ F TCH EXISTING ' �iFFY�Si t TC __ 5 f ° ° -•454.75± tr2 � 1 e is 3 ; � i 452.72 /r16 g, trz�>rr; N FEES ) : i s �s SY 4 /q,c� �;`� f��Fttf4it s tf y; CG-t12 CROSSING #2 r`rr F �, Zs•F }y, 5 3 F�' , Y a s :"✓ R a c I -! y! frJ '.t !f" .° .t : s /��� /C� i tiir F3S`'., t -..l. t ui N ?'n ,3 % 0. U �> 453.10 ; �'� ; fr KEY PLAN 453.09� !'S `r �. CURB l' �, f yf, E Lu a RAMP W TC 452.07' cl LL o W /' s 1sSs d 0 (O rl rr Q °H� z // NJ M ' 452.64 ° o ° o 'f4f. w N — Sri O_ O > a N i- 453.02 ff f�r z .jJ Lu l ,•t '� fy U') _ N z "Arl � u i H 452.73 o > r itf" d w ry Lu ui t ,"r } i , f sh 1 �lt f Ff "" O 9 , , N CG-12 452.35°''" ., { {, f f �f✓ O w N CURB > w o RAMP o <F -' _ <L o ;'f: :'f:f f' o M o ° 452.46 f >,''��, °wr-M.-..._.. _._,. -, {, f y`Y a DATE 45 .48452.76± MATCH 1/18/2021 .,r✓' k EXSTING ' /'tj` o O »f - '^ r DRAWN BY ..... siri4{^r•:f r y,(`> C. GAYNER DESIGNED BY ,,�' 452. 1 rF -�P� C. GAYNER SCALE 1 "=5' CHECKED BY 2.67± • B. CICHOCKI 0 MATCH ISTING ,� ~f rff ; �;;� 51 10, SCALE r� lSntFts � � ` ,f t �` • CG-12 CROSSING ##1 (HONEY BEE WAY & HORIZON ROAD) • f...................,..,.. ......,. _..........._...,,,... Lu 06 z z G ! A •�� ,,�a 486.58 486.67 0 ° V1 'b E 486 .5 '" TIE INTO 486.05 "" EXISTING P. SIDEWALK � 486:00- » 486.00 cQn ti 486.93 487.02 x (n Tc'�3, 486. w. _ - _._..... __ _»--_,_._,_. _ ..__._._Z ^.. �_ _ . 4y485,95' .. ,- ° �,..� ` N I 1 ,� EXISTING > - o p, - 9 CD o l,. 489.53± ~ _ w 85.40 - M ° 00 o j w _ 1 ` J /� 485152 485.49 w 486`.76 - . 000 (�AA _ ° r _ _ -__-- ---- �_._._._._._._,_.. ` �t Q W 485 29 �""`� " -.... - ,... � , ^,w»_._,...N^._,�._........,.._._,_..._.._._.. __,..,...�....-.,. 489 3 ._- t w MATC S ^� TING` ` r w V...O O w- » O ��h 4 . ,.. Q» Q O a k b 486.85 w -_ _ ...w w ; Q Q �. 486.94 MATCH ' C ° 0 4 5.49,. 487.02 ° c o h CURB EXISTING W w 1 _ ° Q h RAMP 489.44, r....__ O ,. 8 485.61 8 Q { �w�w 485.58 / i s{. 1 �,.,:y....^w",.,_•"'^ - "' .» w ,c� ,, .. / ;, T f f f f f f S'r�'f i O _� �..° r �.. rr"'y� ,�.f,"... w w •` •• � •.`` � .. U �`^_ ..- _ -.° - ��,>: f'niniei .vs;;r i. in,w,.;�r / .N..R,R Sf „oaiF, fi ; i ' � u a `^^ •- '...:✓'"^ '^w ''� `�°,,'� o .. � .. '.' -.. "^�.. i3. � j S s./ 1S �. � ,.Au {3iais.,�ra ,..�."+ ..> ..,...uoJ�:_..:.r..>..,...,� 1 _ » . . � µyry,,,,s•Kn""'•. � `-^.. .. f. j �Y i r S f S r S f !d,»i 485.20± ' ,Y 4 f.Y'LWrnw G„r:li% C MATCH EXISTING CG-12 miss fr 484.99 CURB _ - if nN _ Rf g � AMP W„., sirs r a t SCALE V=5' > f f r f,f f.f�. ! f if"L t f S,S f� Af•,f afs+rer,..ld Ym,< �' Al TCJ .. r � f489.15' , F F 7 ' { fer f f ..,,,.»... 0 5 10 f ;� o t i s s t "Al i .� la, A ,,wssf I n �v .. � f �S s S frli� •,.,. i .^..., -...,. s� � ..� f r" s Sf i 1r f ,b'G„»F „ f tbN F 3 / / t � i f uir. f� � .:/n r '�,,,. -✓ ,"»^ r/' ! � < c10 I 1 488.60' ✓.. „ .v{kJ.rcY/ •f'1 •R1ZON RO�DNO uo z ( CG-12 CROSSING #2 (SWALLOWTAIL LANE & HORIZON ROAD) JOB NO. jA0 , 47036 SHEET NO. I% C5.6 t , L_ _0 n n IT cv C) CC) C: 0 'D Q 1:11 0 n CY) U) z 0 z w F_ z D 0 fY Lu 0 z r) 9 0 (D 3: Q co 70 0 0 0 Ce) C) r- NJ- 0 M PROJECT INFORMATION ENGINEERED JIM CLARK PRODUCT 240-463-0124 SiteASSIST' [oil ff) SiteASSIST' Um MANAGER:' JAMES.CLARK@ADS-PIPE.COM 11111110, FOR STORMTECH ffe 1 0 ,�,fff INSTRUCTIONS, FOR STORMTECH Awwg- MICHAEL GREEN I ff INSTRUCTIONS, DOWNLOAD THE ■ ADS SALES REP. 304-240-0082$aDOWNLOAD THE LLril MICHAEL.(3REEN@ADS-PIPE.COM INSTALLATION APP INSTALLATION APP M P'&� PROJECT NO: I5244525 Advanced Drainage Systems, Inc. CHARLOTTESVILLE, VA ,.T-I.,O..N S_ 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 550 LBS/IN/IN. 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 A 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. [ 102021 ADS, INC. .1-M..PO.RTA-N..T.....NOTES .-.FOR ..-T.H..E.-,B-l-D,D.I,N.G-,AN[ .-.l.N.S.TA..LLAT-IO.N-OF --- M.C--.7.2.0.0.-.C..H,A.M.B..E.R-.-§.YST.E-M. 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-7200 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 A LONG 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 12" (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 --- C_0_N.STR.PPT..1.0.N EQVIPMENT 1. STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-7200 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" (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. NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL 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. • 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 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. • TO MINIMIZE THE LEAKAGE POTENTIAL OF LINER SYSTEMS, THE MEMBRANE LINER SYSTEM SHOULD BE DESIGNED BY A KNOWLEDGEABLE GEOTEXTILE PROFESSIONAL AND INSTALLED BY A QUALIFIED CONTRACTOR, NOT FOR CONSTRUCTION: THIS LAYOUT IS, FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. ............... ------------------- ­­­ ... 18" PARTIAL CUT END CAP, PART# MC72001EPP18T OR MC72001EPP18TW TYP OF ALL MC-7200 18" 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 2.7 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) TM CQ...... Js J` i ......... . ------------_-_ ....... ... ........................... ............. . ............ .............. M2 Alf-] INSPECTION PORT --- / ISOLATOR ROW PLUS (SEE DETAIL) INSTALL FLAMP ON 24" ACCESS PIPE PART# M0720024RAMP (TYP 2 PLACES) 45.02,', 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER/ SOLID -OUTSIDE PERIMETER STONE) OUTLET STRUCTURE PER PLAN MAXIMUM OUTLET FLOW 14 CFS (DESIGN BY ENGINEER / PROVIDED BY OTHERS) 24" ADS N-12 BOTTOM CONNECTION INVERT 2.26" ABOVE CHAMBER BASE (SEE NOTES) PLACE MINIMUM 17.5'OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 24" X 24" ADS N-1 2 TOP MANIFOLD INVERT 23,05" ABOVE CHAMBER BASE (SEE NOTES) 24" PARTIAL CUT END CAP, PART# M072001EPP24T OR MC72001EPP24TW TYP OF ALL MC-7200 24" TOP CONNECTIONS 24" PARTIAL CUT END CAP,PART# MC72001EPP24B OR MC72001EPP24BW TYP OF ALL MC-7200 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS STRUCTURE PER PLAN W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 28.5 CFS (DESIGN BY ENGINEER/ PROVIDED BY OTHERS) THERMOPLASTIC LINER (30 mm) (SEE TECHNICAL NOTE 6.50 / PROVIDED BY OTHERS I DESIGN BY OTHERS) UQ U) t z . Lij LLI 0 0 Lu T_ u a - - - -- -------- 0 LOrt 0 0 � N 0 co to Cq <z C) F-- 0 0 Lj O Qom. U) w 0 Lu re U) w w z � 0. (9 i Z Lu w p M 0 Lu w 0) Lu w w w w w Ec 1 w lu < 0 0 z W r w EO wUA a, w he P_ V) Lu z Cn ?: z 0: W -;Z- M, < w 00 9 a as 10 Lu w Z 0 z w UA Z. z ca 0 0 W Lu 2� Q 0 fa 0 0 .0 F_ z U) E UQ Emm [L w am C� z: z) cA 0 E U) U 20 0 w ow CD > M j N ca CD Z Z < T ow 0 tL 0 Lij z D 0 0 z UA 0 U) p < 1z r _j a! W 0 fL 0 CL z rD uj ul mti i U- Ln Z 00 Ln SHEET 3 OF 12 �Y�1���:►�i�L�Z�]�7ei�i7��bfi CHARLOTTESVILLE, VA MC-3500 ORM s"rTECH CHAMBER SPECIFICATIONS ...................................................... ­­ ............................................ ......................... L ......... ..... ........... - .. .......................................... ­­ ............... ... ­­ ........... ........... . ............. .......... .............. ............... 1. CHAMBERS SHALL BE STORMTECH MC-3500. 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 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 (<I 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/IN/IN. 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 A 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. CO2021 ADS, INC, 18" PARTIAL CUT END CAP, PART# MC35001EPP18TC OR MC35001EPP18TW Ica TYP OF ALL MC-3500 18" TOP CONNECTIONS CO, N o 18" X 18" ADS N-12 TOP MANIFOLD INVERT 20,03" ABOVE CHAMBER BASE (SEE NOTES) PROPOSED STRUCTURE ­­ W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 11 CFS (DESIGN BY ENGINEER / PROVIDED BY OTHERS) IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER. SYSTEM ............................................ ----------------- ................................................ ----------- ---- ... .. . ... . . . . . ................................................................... . . . . . . . . ............. ....................... ­­ ............................................ - ---------------- ...................... .............................................................. 1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 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 A LONG 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 A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR 44, 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 CON .-§--T-.R-.U--.C.-T.I-,O-.N EQUIPME-NT 1. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 2. THE USE OF EQUIPMENT OVER MC-3500 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-3500/MC-4500 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-35001MC-4500 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. NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER, SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE, • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL 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. • 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 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, ................. . .... . .... . ........... .... .... 132,58' .125.60' PLACE MINIMUM 17,60F ADSPLUS175 WOVEN INSPECTION PORT GEOTEXTILE OVER BEDDING STONE AND ISOLATOR UNDERNEATH CHAMBER FEET FOR SCOUR ROW PLUS PROTECTION AT ALL CHAMBER INLET ROWS (SEE DETAIL) 33.05' wa 6" ADS N-1 2 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER I SOLID rn OUTSIDE PERIMETER STONE) - ------ ------- ------- . . ......... f ............. ... .. --------- ---- --- - ----- T in 32A4' 213501 21;50' 38,82 U) > < Lj 0 _j En W W Lu 1( 0 I_- 0 0 � < T C) 1V Go 0 E 0 U) W Lu 0 2 0 A ' 0 u OUTLET STRUCTURE PER PLAN MAXIMUM OUTLET FLOW 4 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) 0 18" PARTIAL CUT END CAP, >1 PART# MC35001EPP18BC OR MC3500IEPP18BW W TYP OF ALL MC-3500 18" BOTTOM CONNECTIONS E 18" X 18" ADS N-12 BOTTOM MANIFOLD (Drn z!? INVERT 1.77" ABOVE CHAMBER BASE Q E (SEE NOTES) Q? 24" PARTIAL CUT END CAP, PART# CD MC35001EPP24BC OR MC35001EPP246W -I TYP OF ALL MC-3500 24" BOTTOM C) CONNECTIONS AND ISOLATOR PLUS ROWS Cq STRUCTURE PER PLAN WIWEIR Z -4- MAXIMUM INLET FLOW 11 CFS < a: 2 C) (24" SUMP MIN) Lu D INSTALL FLAMP ON 24" ACCESS PIPE PART# MC350024RAMP (TYP 2 PLACES) 18" X 18" ADS N-12 TOP MANIFOLD INVERT 20,03" ABOVE CHAMBER BASE (SEE NOTES) 4 SHEET 1 OF OR APPROVED EQUAL DATE 111812021 DRAWN BY C. GA YNER DESIGNED BY C. GA YNER CHECKED BY B. CICHOCKI SCALE 1 "=50' 64% IM 10. _j V) < F_ Lu U C) 0 z .j < 0 Lu _j 2 7 Z <' W Lu Q W C) LLJ U- 0 C) V) Z D Q 0 u 0 000 w Z` :D F JOB NO. 47036 SHEET NO. C6.6 L R m C N m 2 -0 72" MANHOLE 24" OUTLET PIPE ,_ INTEGRATED INTERNAL WEIR .. tlFa€ I t:l Ysl €' €i Y..E rE L`IF" sTH)f,a f \. ,A TYPICAL PLAN VIEW 30" FRAME & COVER - f�_.1, .rt 4 - - j:} 1. 30" FRAME & COVER ...... <, 24" INLET PIPE FIN ARRAY (TYP 4 PLACES) / ,, -°- ' l ,.z ... A A 124` % .. `^ /' /_ 24" INLET PIPE - . s /." ,., -:;:[ , r, \ / /,1 :_ , . ; r �;"v; , t 1, __--- 30" FRAME& COVER `t iF";_.�"I i. 1 I I �' 1. r !/ F t , - �/ �( / , ;% sf \ f- %Y `� _ . f , . y r � ° t __. �__ // WQU-1 fBARRACUDA S6 UNIT 24" OUTLET PIPE -- (72" MANHOLE PROVIDED BY BAYSAVER) SITE SPECIFIC PLAN VIEW NTS I NTS BARRACUDA S6 UNIT ID_ _ _ _ WQU-1 PEAK FLOW RATE CFS) --- TREATMENT FLOW RATE (CFS) �_2.80* * TREATMENT FLOW RATE PER NJDEP SECTION VIEW A -A NTS lip SECTION VIEW B-B NTS :- :.1 T• ❑ , ❑ w � U U w �., z �0 �' D ) ° w z Z Q Ill ._ _ v 0 O r u, p O � N , p 4.4. li = Q fl to z it F .Q w � �n w � Vl 0 ' � U) V) w uj g Zvs � a z w wLu 6 o z 2r `2 a. p w 0 q a U) a wz Ell w `n `n t0u Z Z q 2 - (9 (9 r R 6 6 E!0 w a a -< �- t/} v Q) ,z 0 y Z a,..._ w _Z3=�x U w' J 2 - V) Y a a z ❑ xLU W N s � W r r q2 4 a aw OfI z� 6 ru � � Fna ❑Q I2 a Fh W Q f,.. ,_ U QO tr /R " qz a �Y 00 CL o 00 _ �ah' Q v1 W ut v a � m Eli in 6 E m Q ou a0 caCc,U) 0 Oa. )' o a W I n) 0 0 to � j 'N z J OW CO M F z� T LlixZ o W OO -jz w ZW 4tt q �-- -< 0w- I I uw Z �ul a V) 0. w {� w 4 1 A a� I_ LU u7_j W a m- n,0 z2 Z 1D '�•, =` a o LnN S W F EY SHEET 1 OF ACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMS T I 2 J Z) T I X. W F___-.--.-.__-__-....__._--_--__._...__.__lum AASHTO MATERIAL > C) I �- MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT u Q o CLASSIFICATIONS o R I `FINAL FILL: FILL MATERIAL FOR LAYER D STARTS FROM THE - J Iw < , ti ° `TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOtLtROGK MATERIALS, NATIVE SOILS, OR PER ENGLNEER'S PLANS. PREPARE PER SITE DESIGN ENGINEER'S PLANS, PAVED Ln W ❑ U 0 D :PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION RE UIREMENTS. ; --- ° 'PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER r 3 u, -- __------------------------------ ------------------------------- ---- ---------------- ----------------- - ------------------- AASHTO M145' --- --------------------------------- O �a N , N ' �i�rt `� It p - it ;INITIAL FILL: FILL MATERIAL FOR LAYER C STARTS FROM THE GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE, A-1, A-2 4, A-3 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER = Q I > � ITOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN F- U ; ❑ C IABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR 12" (300 mm) MAX LIFTS TO A MIN. 95°/a PROCTOR DENSITY FOR v I (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°lo RELATIVE DENSITY FOR 1 w w -' I LAYER. AASHTO M43' PROCESSED AGGREGATE MATERIALS. ! t- , O I I 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 `tOf I ❑;w :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. a ,_._._._._._._._._._._;ABOVE. z z . ..................._.............................._................................... g 0. U` z 'FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE A :SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. GLEAN CRUSHED, ANGULAR STONE AASHTO M43' 3 4 2 s PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ' z o o Z 0. ', t-on w r,7 OW PLEASE NOTE: v W bn W Q a U N w � U t7 U 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". Z ? a i o 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. W w ~ a 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT, FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR w w r- � COMPACTION REQUIREMENTS. n ; z z 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'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. N `W" ° c m~ a.:) ¢ cn ul _ ❑ 1 LAYER OF ADS GEOSYNTHETICS NON -WOVEN GEOTEXTILE ON BOTH SIDES OF 1 LAYER OF ADS GEOSYNTHETICS NON -WOVEN GEOTEXTILE BETWEEN COVER STONE AND C LAYER. THERMOPLASTIC LINER ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS. z U x 01 UJ o' � Z SEE ADS TECHNICAL NOTE 6.50 FOR NON -WOVEN WEIGHT RECOMMENDATIONS. - f F - PAVEMENT LAYER (DESIGNED / BY SITE DESIGN ENGINEER) _ __ __ - Z - N 00._. w m � /{f/ W p I _ _, �1. .1 I �h ,{. ,I 1 J .I �!. f J I /t..7, f, 1 f. I. t 1. f, f f. L 'io.='-'(�-,4-.,i�.'ia.--V�--+�-w--3-')+-ir-.--e�-kx..,s-'}- . -�-4- ..i+-'�--'�-ii.---a'4-',s-i.-=i+--:k's't-.' -✓-= "_ � m r Q , , C- ` - y7 11 F "T ' ' to 7 O w J ,11 TTO 0 F XIBL F E FiU E V ME T. F fLY P VED 0 F LE A N. O . N A _ , za dNST L T O N AL I NS H RUTTI G FRO VEH Y w .ERE CLES QCC N RR [�lA.. R I. ! , �_ _ 24 STONE - I c A o PERIMETER T N RE SECRVERT03 75q Im. P n c ), _ 2.1 m: rr zui Z * _ 60 m M 0 m 1N S NOTE 4 ) ._ EE N y ( ) i 1 i. , - _MAX. 4 K S . a. ( .>... .. .. .... ...... .... 1. k.. „ .. ,.. ... ... k . , . ..... .... ,. „..... .... y. , 12 3 0: r t. 0 mm MI N Ix f �� 1 O w 2 t!J V` S (y t ,r >y. 1. -v A '+t t j i 4 s i ' ✓ p �lm N.'' i .:: y C% Y ✓9° i _ // ! ';� ! t t :�j:.. I t f ✓�%. �, Y Y'^ t/ �' I i� `° ' ,% ! 'l ;, . " . i I i ` ll (r� I l t 1,� .> n **THIS CROSS SECTION DETAIL REPRESENTS EXCAVATION ALL 1 ; „,tL 1� / 1 f 1i I 1 lr I 11" , �\ � l(, , I �j 1 �, J r •I I r MINIMUM REQUIREMENTS FOR INSTALLATION. = Lu I-- Q Q Lu ❑ W _Q o q r D OR VERTICAL) E� 4 mm CAN BE SLOPE V �, � I 1 � .r ` ( ) :I' + ' I� , .>.. PLEASE SEE THE LAYOUTSHEET(S) O , - t tIS d.l ` /i; : I PROJECT SPECIFIC REQUIREMENTS. k' I I I' fill \ Aco w ❑ W - l I- DEP H QF STO T NE TO DE ERMINED' T T [­ [. :... :.. Y S E DES ENGINEER 9 (230 mm) MIN . :..... / ...::. ...... :... " :._ B IT IGN E cp �. N o f rn a o ,- 12" (3.00 mm) M.IN -• I- \ 9' � m ao a; \_.. MC-720a _ 1,. {2 40 mm) --- -' 12'E ( I, mm) MIN SUBGRADE SOILS - (230 mmj, NiIN _ (`-- \ _._ - -) `o 0 U m q o ~ 0- END CAP -OVERLAP ON TOP (SEE NOTE 3) \ SEVERAL INCHES 3 W 5; =_ TO ANCHOR (PER ❑ aa.. - MANUFACTURER'S J o ` D F -r RECOMMENDATIONS) —i �:. _\ m � ¢ f' , < � O Zo EARTH NON -WOVEN :,. NOTES: GEOTEXTILE r �-- NON -WOVEN �`,:: __ Lu (z < o 71 o uj ❑ - z 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101 ANGULAR -' - \ GEOTEXTILE to i W Z n STONE "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC WITH ASTM F2787 S S O AST€C CORRUGATED W DESIGNED IN ACCORDANCEALL STORMWATER COLLECTION 2. MC-7200 CHAMBERS SHALL BECHAMBERS". THERMOPLASTIC �a rn W W o 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 LINER a FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. THERMOPLASTIC LINER DETAIL 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. ------ ------ `�`-`-- `---` w °' mis z 0 0 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: J • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. � r • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". . O N n iE c� 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 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F 123° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 7 SHEET 12 OF 2 T- t] T Lu ` ❑ -x Q � U ti 96" MANHOLE Al 30" FRAPJ€E &COVER -\ U W z Q r �, , x o ,. a " y WOU-2 —. � co � � = w, •\ BARRACUDA S8 � W � o (96" MANHOLE PROVIDED `- \ Q _ q '. �`� VARIABLE INLET BY BAYSAVER) �� / a r N � o 1,- LOCATIONS " Q I w � a _ -� �_,__� .. .. ` -- 30" FRAME &COVER `�� N 18" OUTLET PIPE \ t `D Q jig 1./I . \ I- I , I I � , 4 , 11 x �— i=i IF F-....,..� `•;� :� 18" INLET PIPE V} I- O } ! �r is ❑ CL . I j J I! � < I ' { FI> _ iiL o t r> ........-_.......}Itu ' : $; ; I — _''`_ , - - _` 18" OUTLET PIPE r _......... '' r g z °i �� , `t z w z ' --- FIN ARRAY t f /'ji o a a WE M/ i %`- ' 11 (TYP 4 PLACES) �6'a ; c; ° � 5 0 � U -'r- v z ❑ � f�% _ \ . 6� 0 c9 F a INTEGRATED t 11 - 7 Q INTERNAL WEIR VARIABLE OUTLET w w LOCATIONS ~. ✓ o W lj� o 18" INLET PIPE - - .9: �............ z u z U t TYPICAL PLAN VIEW SITE SPECIFIC PLAN VIEW � �Lu z w� - ' NTS ! NTS ; x � � � BARRACUDA S8 Z Y n a " UNIT ID ___ _-- WQU�2 - - -- N - a � PEAK FLOW RATE(CFS} -� - A 4 0 00- 30 FRAME & COVER --�,-, TREATMENT FLOW RATE {CFS} 5.00* * TREATMENT FLOW RATE PER NJDEP o Q tx a W J ~+ TURF INSTALLATION z 14 ASPHALT INSTALLATION -.'\ \'_ / zw �\ / w �\ INTEGRATED -� � � ` _ - t ) --= -- -- - - 460.00 RIM INTERNAL WEIR �� -`Y - ='=-- w o - - ... __ _ _ __... -�-_i __..... --, ___._..._._._.-. __ - to � - ... INTEGRATED --�------- -� - --------------------- --I-- - --- - -- < F o INTERNAL WEIR 12" (MIN) ' ® O D o -­- ..,.---.1 1F, "1. l ,,18" INLET PIPE -__ -.I I,,_1 I \ \ r__ �::l �_(44" MIN) mLOam_)) . oQLcau�j � 0 ' I .1. .8. ( I I." (18" OUTLET PIPE NOT __ � � 1, , i = 0 0 � 'S ' �, SHOWN FOR CLARITY) E � F L 0 447.27 OUTLET --"'--------- --..... -------------_.__- — __-::- ::::...; `..,._r_ .._.__................./ ------ _ - 447.27 INLET : i u E Q U "/ f fQt 4 O .'-_ : _: =/ i I �L W - ( 23,90' > F BOWL -'� 22.90' BOWL I [287"} to z € �N oW I m o rr dD I z It 2 Z I1.# w . I �.1 � / \ � 20O J °o 134° w Z . F- Q `"� U' z Lu FIN ARRAY --r- FIN ARRAY --, � d� E to _j C) o Z (TYP 4 PLACES) _t z Lr a (TYP 4 PLACES)I .1 I a W W K 0- M yw m _ a 0 - 436.10 SUMP Z T;,- - of z , ............_ ...._......_...L___.__._._.-..._._...._...._._...... _.......... asy`` q O la w z F- !L' SECTION VIEW A -A SECTION VIEW B-B SHEET NTS NTS OF 12 ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL 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 SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND N 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' GRANULAR WELL -GRADED SOILIAGGREGATE MIXTURES, <35% FINES OR A-1, A-2-4, A-3 I BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE PROCESSED AGGREGATE. ITHE CHAMBERS IS REACHED, COMPACT ADDITIONAL LAYERS IN C TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) OR 112" (300 mm) MAX LIFTS TO A MIN, 95% PROCTOR DENSITY FOR ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS I /° WELL GRADED MATERIAL AND 95 RELATIVE DENSITY FOR SUBBASE MAY BE A PART OF THE'C' LAYER. LAYER. AASHTO M43 PROCESSED AGGREGATE MATERIALS. __-- 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, $, 89, 9, 1a---- - -__- _-_ -------------- --- - - ----------------.----- EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS ------------------------------- _ _-__-___._-._-- AASHTO M43' B FROM THE FOUNDATION STONE (W 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 SURFACEop 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". E 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR A LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE 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'D' 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) X < ', : , ./ , _ t / .; .. I , - - r -' s ys .�y t! { }. T _9 f { s 5 3 s.i-. t P Y i. L /: a.. `.� n <'. Mkt 113 i ni �y; O r d .. y f r\, y `0- 6" (150 mm) MIN - MC-3500 - END CAP SUBGRADE SOILS (SEE NOTE 3) - _ . _ -------------------- _.__..... _ 1, 71 { A "F TT OF FLEXIBLE PAVEMENT. FOR UNPAVED o BOTTOM f 8` t FROM VEHICLES MAY OCCUR INSTALLATIONS WHERE RUTTING FR 2.4 m 4" mm 18 450 mm ( ) INCREASE COVER TO 2 aR0 t ) i ) ( . ._ 777",- y _ . - _ .. .. 1 MIN* MAX t k� f 6" (150 mm) MIN 45" **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 I----- 12" (300 mm) MIN NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2781 "STANDARD ARD PRACTICE FOR STRUCTURALDE DESIGN N OF THERMOPLASTIC COR RUGATED WALL STORMWATER COLLECTION TION 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". OF 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 LBSIIN/IN. 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. T_ ❑ M 'n X U U) (O r �- la o U -i z Y J � U � _i i U) } 00 W ❑.. _U o o � o Q O N Q CV N p a `T a N � U F_ L5 O U w y III Q a x Q) u zfn Fn a l G w Q z .9x 2 o tf) ::� F � o V) a wx w w ,u� Z z p z� � (D 1- a w ul 0,- ?a a. Ii F z z 'O ul z En n m O ,. w c a Y E_ W t__191 V w Vzosag❑ er L9 - w m Z N � H a U 4 Q CC CL - ❑ . q 0 a Ir w w z _2 W �L Z N r � C� U w 0 Lu F � Wa r 0 = q ov I.-. Z ' 0 E Iq q, u - /41 - � o I (1)❑a FU L Ol N w E 0) CU O q - 1�Z� o (n I"V) �- *0 Q-) U) U a o Q Qw 0� cQ oM to ° Z� mco �� Q o ? = w Q zo Lt � I� Lu p m 0� tY ❑ z F-- < m �9 _j muj Z I _ ul 0 � U) W a p ww Er _ (L "IW m I- a0 _ , 2 -_J §jm dui. z =es,� 00 Lm 8 SHEET 1 2 OF H 0 Bryan D. Cichocki '7 U Lic.INo. 53741 11 1-116 V /11-i 11 : , �_ CSC11 . � � - SSI ONAL cm E 0 O N E E = j Zi Q LL. o '� 0 LL L. n w O (a ,--I Q J U co Z a.w N — U-) 0�Ua O W o - It a z�±-_'r F_- Q U g w N w 0 c � z V � Ln 0 ti M �_- c Ll; (n o (n V) N w �D Z 0- � Q W 1— cy ui 7) O ce- F- 0 _w z U Z 0 V) 0 wz ct� Q LLJ ^^� q `_ 14 Ld f� Q Q Q j N N N N Lu O O 4 \ " 0 DATE 111812 021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N/A OV O cr) U) V) Q Y. w U 0 0 z J>O co Q Z 1 7 W W �-- m w i—I a C) LL w ° � � Z (f)Q � � 0 0 U l 0� 0.LLI r*) Q O O 3: O (or) JOB NO. 47036 SHEET NO. C6.7 0 C- ­` ai U c a) > w 0 m O In O 0- 0- c m 0 O ch N -0 - O C m _0 C m m Q 0 _T O 3 n- �O -0 [I= 0 O � W L Z wO - 2 0 2i c TI- m 4*- E O -0 � c N m N a 0 O m w a) C7 0 3 Z O a) �0- :�i x F- 0 4__ N O :5 ;�,- tf =3 0 O C 0- 0) c: _Y (n m -C) �N w� O_ O = � .J L w N m C U)0 C L Q I_ 0 m O -0 s� N -O m U O ( o U) m 0 -0 C� m 1= In O c: V (u O -a a .°' -cE �_ - L_ -o W c ID c10 2i n 0- It N 0 N W C 0 311 0- U) 3. F- w 7- 0 1- Z w F- w z D O rY 0 w u1 z D a7 _U U (1) () = 'r v r d) U) Y U O m 1 70 0 O O U) m 0 ti (10 r Q �- L H p INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE w COVER PIPE CONNECTION TO END r INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE OPTIONAL INSPECTION PORT r' ❑ w COVER PIPE CONNECTION TO END CAP WITH ADS PART #: MC720024RAMP OPTIONAL INSPECTION PART CAP WITH ADS GEOSYNTHETICS 601T PART #: MC350024RAMP Q Y ; n GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 1 w j Y = NON -WOVEN GEOTEXTILE � U) > MC-7200 CHAMBER YMC-3500 CHAMBER Y o r MC-7200 END CAP U z w /--- r MC-3500 END CAP U J Z e-A r ___ _ _ . _ . _ . _ _- _ I _ . _ 0 Q a l l o 5' � w � Ban D. Cichocki. `Z „�- _- -ram _ fllT�'Z _7�� .TJ-- .r / / 1 -� > r - > T °, n w n Z „.. _ - r7Cl , <_ { - - ,. . frI t r cn _�- F �, o _ _ w -- r , _. ,>, r 3 /^a r F.: p ..11� -; LIc. Na. 53741 1 I .. -> ...:: . .. J .: .: ,: . .. .. .. .. .s ..-. .. , t �n , , STORMTECH HIGHLY RECOMMENDS i.. ,.. .. .. .. _ . . ... .. ,� s. .... CL .. .. ,. .. .. STORMTECH HIGHLY RECOMMENDS ..... .. .. ... .. _ .. o - ..... .. ,.. Oe Y��, x - t FLEXSTORM INSERTS IN ANY UPSTREAM . - �r, - r O _ , r� J N n i.. FLEXSTORM INSERTS IN ANY UPSTREAM _L,, TR T RE WITH P T iY ( „ v S UG U S O EN GRA ES ci L9 1� r N O r .'� r ., .. :._ ... , , �., err .. ... .... .. ... ,., ..,.. � ..._ . ,. .. .. ... ,'. .. .. , ::. WITH OPEN GRATES a 1 STRUCTURES < Q n © cn . , s s a u I--- S ,, s I ,.:,, t�. t t.. Y .>,. ELEVATED BYPASS MANIFOLD <, I o` • NAL ELEVATED BYPASS MANIFOLD _ °, ~~ III0�n r`~ \•0 3l' f 'r i ` vl �' �/L•' e ? St t f ' }r �',� > �� ____ LC.1 Lij7 LU r ::, Q / F� f4 Z t / / E- Q >>,a I I O U3 -fl �, j cr r - m `i i rt'' -r w0 r, 4 - 0 w -4 1'�,".;""rll'-� ❑ w ( I I, I I f{ I t ,,f �,w: �W ¢ o F- zw !i[ t ' i f �,� w3Q z 2ce > E Z c I ! - z j ji -_ �'; p a o w -1- -- --- _... _ - - _ I 1 I7 I ! l �l� [ , � i! 1 I I I �I� ! 11 Q € p - w X w = u 1--------------fll__--------------- - u SUMP DEPTH TBD BY n �.;, . , , w ; w w w 4i W w:w•N wc3 ] _r'. •� t..., :. t ,{. t.. "r, Z. t. io"?. .� ter:' i LS :L p CATCH BASIN < i w w w w SUMP.DEPTH TBD BY CATCH BASIN i " °a A., >.. ,:< a Oft MANHOLE w . w , w SITE DESIGN ENGINEER OR MANHOLE z : z a 1-+ > „ . � , ` , .' ` `• ., , ,.. � � ° � O SITE [2ESIGN ENGINEER Q � o ; � � F- � (24" [600 mm] MIN RECOMMENDED) , w a >_ o (24" [600 mm] MIN RECOMMENDED) 1 W 1 m; Q o _ __-__ -__-F----.---- _______________\_ 24" (600 mm) HDPE ACCESS PIPE REQUIRED \- ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN m a- �' - 24" (600 mm) HDPE ACCESS PIPE REQUIRED � ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN a q € z ,; OUSE FACTORY PARTIAL CUT END CAP PART M FOUNDATION STONE AND CHAMBERS w w w z w w 1 wLo w ' 0 USE FACTORY PARTIAL CUT END CAP PART #: FOUNDATION STONE AND CHAMBERS �, : �, W a o-' W cn MC72001EPP24B OR MC72001EPP24BW 10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS > w _____.__. __ _ __ _ _ MC35001EPP24BC OR MG35001EPP24BW 8,25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS � 1 � ! m - Q J U � Z EX Lu a�w Z) auj Yl a� a. J -uf O Zr :Lj It 0_ z:0, om a> o rr,j I MC-7200 ISOLATOR ROW PLUS DETAIL- -- -- -- � MC-3500 ISOLATOR ROW PLUS DETAIL , . w cn N 0- - NTS , o NTS v z Q Z W r-7 I- x (U/� cV F p_J 1 Oi Q 2'a , W LLB m o Ga a a. o I c> �¢ Q � C) o I zQ 0= N z rD INSPECTION & MAINTENANCE - INSPECTION &MAINTENANCE w� _ Q o Q O I -- 12 (300: MITI) MIN WIDTH o Z __. ._. _. _ ___-__.__.__.__._ ___ - I ,-- o (9 ., rn ' - --- ( 12" (300 mm) MW WIDTH � z w Cn STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT U � STEP 1 INSPECT ISOLATOR ROW PLUS FOR SEDIMENT U o W �o 0) > M A, INSPECTION PORTS IF PRESENT - CONCRETE COLLAR NOT REQUIRED M o ) CONCRETE COLLAR NOT REQUIRED w o � W ( ) U A. INSPECTION PORTS (IF PRESENT) / U t n It A.I. REMOVEIOPEN LID ON NYLOPLAST INLINE DRAIN FOR UNPAVED APPLICATIONS w w w FOR UNPAVED APPLICATIONS w O Q L_ rq m CONCRETE COLLAR , �.-., w, A.I. REMOVEJOPEN LID ON NYLOPLAST INLINE DRAIN CONCRETE COLLAR -- � w Q �- d d A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED i Q 2 � U A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED ® W 8 NYLOPLAST INSPECTION PORT � w o �.- 8" NYLOPLAST INSPECTION PORT o o m U7 A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG BODY PART# 2708AG41PKIT) OR Si 0 ° 0 A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG PAVEMENT BODY (PART# 2708AG41PKIT) OR S u- o FLi I - A.4• LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) PAVEMENT - �� { o O A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS OPTIONAL o w I TRAFFIC RATED BOX W/SOLID 0 ( ) \ TRAFFIC RATED BOX W/SOLID v 0 a � A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2, IF NOT, PROCEED TO STEP 3. 1 1 � � n A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. I ' �, I /' Q w W _ B. ALL ISOLATOR PLUS ROWS _.i_. I _. _,----- --- _"ZI r LOCKING COVER Q� ¢ 1 _ LOCKING COVER Q� 4 / �/-� �', `` v7 o B. ALL ISOLATOR PLUS ROWS i��I / �,.. $.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS _ - r �' - "' B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS I' (!�j - w O, 4 100 mm to v - 4 (100 mm) a U7 W B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE CONCRETE SLAB -.,;_ ( ) i v B,2. USING A FLASHLIGHT INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE CONCRETE SLAB i rn w w 4 W �. rn w SDR 35 PIP.E Q) cn c� n 1 _„ �, SDR 35 PIPE r) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY 6 (50 mm) MIN THICKNESS .. a a D E ENTRY 6 (150 rnrn) MIN THICKNESS �,. N z __ �_ 1.,:. �,." ? �3 r} MIRRORS ON PALES OR CAMERAS MAY BE USED Tfl AVOID A CONFINE SPAG I N �, Q M ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE !� ii} FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEt Q w G O W (n B.3. IF SEDIMENT IS AT OR ABOVE 3" 80 mm PROCEED TO STEP 2. IF NOT PROCEED TO STEP 3, x :t r _ a m Q " 4 :;r. ;; -` - CO o I-. ( ) �' - 4 (100 mm) INSERTA TEE Aw B.3. IF SEDIMENT IS AT, OR ABOVE, 3 (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. r _ 4" (100 mm) INSERTA TEE = w 0 2 a r- a '� TO BE CENTERED ON U o ' �� TO BE CENTERED ON U m a L7 Q Q STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS s - r o w : 0 STORMTECH z - CORRUGATION VALLEY ❑ w STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS CORRUGATION VALLEY Q TO MTECH CHAMBER ti • STORMTECH CHAMBER. - O A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED Ico A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE lS PREFERRED r �' !1 F 0 � B. APPLY MULTIPLE PASSES OF JETVAG UNTIL BACKFLUSH WATER IS GLEAN 2 = B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN : ❑ � z w _ zr I N ow C. VACUUM STRUCTURE SUMP AS REQUIRED N o w I 1 o f" l m o C. VACUUM STRUCTURE SUMP AS REQUIRED ` �� ) �� m g Z Q STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. y Q T o o STEP 3 REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS_ WQ Z6 1 11�1 I �I.'j III 1 I �0 C)W W I-- N N STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. Z) d o Lu STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. + C I� 1 j� (I [ cc ¢ z U Q � if CD 1 c) w -i l° [lI !!� L I- Ll t� �i� l L�f � _ '� Z NOTES I ' I � o9 03 , sCL _ NOTES =: �� o t 2 : t -.,1.,} 4 ,� x t e w LL r .. .- ,,z,.- x� a :,�•..,` °�v,,.',>: a� (~/1 DATE 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS z to 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS f�� + w w H OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. w w OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS, m ,-- NOTE: NOTE: a o � 111812021 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY, INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. � - INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. X � ZD „r 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. z 4 p zA �1 0 0 i,,,� o 0 DRAWN BY 4"" PVC INSPECTION PORT DETAIL FW 4" PVC INSPECTION PORT DETAIL �a C. GAYNER AMC SERIES CHAMBER] SHEET (MC SERIES CHAMBERS 1 SHEET ,� 2 ..------------------NTS----------------- NTS OF 2 OF 0 DESIGNED BY AN C. GAYNER Q _ _ _ _ _ _ ul � CHECKED BY C UNDERDRAIN DETAIL V_ J , B. CICHOCKI MC-7200 TECHNICAL SPECIFICATION MC-3500 TECHNICAL SPECIPICATION41 .____.___.__._____._________.__.__......._.______.__..... NTS NTS I p w NTS 6 rx 0� VALLEY CREST, VALLEY -� I 86.Q" (2184 mm) <L Y U " STORMTECH STORMTECH M SCALE __._.__.-_._ ._.. STIFFENING RIB CREST INSTALLED _ -----_ U) ;> = j CHAMBERS --- r STORMTECH CHAMBER _\ `., r --___.___.____ . STIEF,ENiNG RIB,A I 11VEB I U u1 o F 1 ' END CAP J � U _ z � ° • NIA Y 11 , LOWER JOINT UPPER JQINT CREST - J „ f J CORRUGATION' ` CORRUGATION STIFFENING RIB: \ LOWER JOINT I 411 I i )! 1 I O j w OUTLET MANIFOLD J - m � � 1; I� 'I� 'I;i� t f co 0 z t. co n (5 a I ORRUGATIQ-I I I I 1 �1 ; I ..I f ' j � ]� I W v I I � d j i 79.1 �, I, p i I�1 o z ,I.s y ! (� 83.4 CREST f:. 1 �'! ;I j!' ! O •" N s 1 i j� .; a N q 0 III , i ,� 1 i i 11 N N p I i' rr:. t.: © lr? ' � t j 3 2010 mm i : ': O ,r, - 0 x ( } t i 3 S. FFENiNG � � O z _ ;. , � ;,, a .. (2120 mm} TI � 11 �� ,� I 'I• ,; I : .I � , I � w 1 i ; ( t : I: � .._ f N f G . , ' , :; ' EY_ cq INSTALLED �', ,i i 1 cfl N z • RIB _ �: 1, I, fl N z FOUNDATION STONE =' �' Q o vy - 1 1 I, �; i, : : I. Z l (I BEN TH CHAMBERS ��:: 11� x 1� : l :I f Y : I I ! I � ; ; , �! Z a I ] i EA �, :, � ; :.r ' [ -- �: I, � �r I , f ,, U o 1 _ 1_ L mmawmm11 �1 f 1j �. yi 11j FOOT �; E '1 �' I I' F -,: ; - �41 ? 1 a !, :, I O, +. r ' i Cn w ' I i 0 ►w I 1 I �I Q Er �, �f � I ,� ;� r I I ,. i . 'i �; �, j i ` �i� is I ,I 1 • ��' Q --- ' . � ' i __ J A - o <- __ FOOT \..-. .. � � I � j I ! I �: i (� �'1, ; I ' j ❑ a a � : : 1 ADS GEOSYNTHETICS 601 T BUILD ROW'IN THIS DIRECTIONUPPER JOINT CORRUGATION L I I I t 1 1' 1 11 I r� 2 06 BUILD1. ROW IN THIS DIRECTION �✓ �� �� �. t w r 13 -���i NON -WOVEN GEOTEXTILE SECTION A A PERFORATED ......-_.--_-.-------------._.....---..-. -. ......._._......._......._._._._._._._._._._._._._._._I.... W Ill J HDPE z z v, _.____� � / It �� UNDERDRAINHimmmmumtsimm Z 90.0" 2286 mm z STORMTECH .__ ., - r /l- -- t ) ...................... n o w w - / END CAP -� ,� w w z z w 1 ACTUAL LENGTH z H z� 1 y ?� w a z 2� 0 \ 60.Q" 32,8" �� r I ? j o o I �.\ o a a o w .� ,` w Lc- �\ (1524 mm) 61,Q° 833 mm) o a p w 1549 mm ( ) 45.4' 45.U" o F ,r w �, (: ): INSTALLED, (1143 mm) , (1143 mm)' ? . ! 1 '� °� . 222". I z z w w i ' { I 8 B w w w • r i w Lu w w I, 1`, (564 ,mm) - ! 1 I j (1 I ` s y 0 � " r� � r I 1 ,` iNSTALL,ED 5 W' ,j w 11 1 j__ �; a I ( i, } a d F , I A FOUNDATION STONE r QfL F a 0) r^ -�- J - ` 1 "' w w W� - �' - - - zo V, j ti-i BENEATH CHAMBERS t �° �� - ,n �,o { w u mz �__I00.0`' (2540 m) � 1 90.Q" (2286;mm)1 - I" 77:Q" ^I ( 75.0" I \I, x � � %! /, ......�.......Q w `/ i w � c 11 cc , _ a x 0- I- (1.9.Q5 mm) 1 `, z S � U � � _A ADS GEOSYNTHETICS 601T � � � `W 6 = w m `,/ NOMINAL CHAMBER SPECIFICATIONS NOMINAL CHAMBER SPECIFICATIONS 1 �, - z , � ' NON -WOVEN GEOTEXTILE -i i �. / Z , SIZE (W X H x INSTALLED LENGTH) 100.0" X 60.0" X 79.1" (2540 mm X 1524 mm X 2010 mm) SIZE W X H X INSTALLED LENGTH 77.0" X 45.0" X 86.0" q) Y li S - - w Y � - g ( ) (1956 mm X 1143 mm X 2184 mm) z w NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER �""� Z z w W CHAMBER STORAGE 175.9 CUBIC FEET (4.98 m) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m3) i , +' Nul MINIMUM INSTALLED STORAGE 267.3 CUBIC FEET (7.56 m3) � = Q 4" (1U0 mm} TYP FOR SG310 & SC-1 SYSTEMS SECTION 8-B ry MINIMUM INSTALLED STORAGE* 175.0 CUBIC FEET (4,96 m') � � '� v a O a 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS � g a ° a WEIGHT (NOMINAL) 205 Ibs- (92.9 kg) WEIGHT ���0� U 134 lbs. (60.8 kg) 2 S ° _ a CC NOMINAL END CAP SPECIFICATIONS . - 25.7" ,w�a ¢ z 7 (965 mm.) NOMINAL END CAP SPECIFICATIONS -- 1__ z SIZE (W X N X INSTALLED LENGTH) 90A" X 61.0" X 32.8" (2286 mm X 1549 mm X 833 mm) SIZE (W X H X INSTALLED LENGTH) 75,0" X 45.0" X 22.2" 1905 mm X 1143 mm X 564 mm (653 mm). w z- MC -SERIES END CAP INSERTION DETAIL wLu : O Q END CAP STORAGE 39.5 CUBIC FEET (1.12 m3) zw END CAP STORAGE 14.9 CUBIC FEET (0.42 m3) } p � NTS 0 � � )� C3 w ,� ,n � o L1J MINIMUM INSTALLED STORAGE" 5.3 CUBIC m MINIMUM INSTALLED STORAGE" 45.1 CUBIC FEET (1.28 m3) �? o r ± o WEIGHT (NOMINAL) 90 Ibs- (40.8 kg) WEIGHT 49 Ibs. (22.2 kg) � wo U +-- w ca "ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, H w STORMTECH END CAP F w ? J 7 ASSUMES 12" (305 mm) STONE ABOVE 9 (229 mm) STONE FOUNDATION 6" (152 mm) STONE 1 ® 2 X 8 U O o ° L 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. I , , = x w , \ _ Q W „ 7- POROSITY. aBETWEEN CHAMBERS, 6 (152 mm) STONE PERIMETER iN FRONT OF END CAPS AND 40% STONE 11 1R f 11 1 0 4 _ 12" (300 mm) r_ 2 -; PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH B I', ,-. 0 E \ MIN SEPARATION LL! PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" 1 E ! - m z t 4) � � m f I PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH B" j f ` cn � 4 Q \ j, ow J WEND CAPS WITH A PREFABRICATED WELDED STUB END WITH "V1(" I , PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T' B I >' w w I / _- - r PART # STUB B C MC72001EPP06T 6" (150 mm) 42<54" (1081 mm) --- MC72001EPP06B --- 0,36" (22 mm) MC72001EPP08T 8„200 mm)40.50" (1029 mm) --- MC72001EPP osB _-_ 1,01" 26 mm ( } MC72001EPP10T 10" (250 mm) 38.37" (975 mm) ------------_-- --- -- MC72001EPP10B --- 1.33" (34 mm) MC72001EPP12T 12" (300 mm) 35.69" 907 mm ( ) _._.,.._._ �._..__........_.__._._._ --- _ __ _ --- -----1.55" (39 mm)- MC7200IEPP12B MC72001EPP15T T_-- n 15 375 mm __._ 32.72" (831 mm) •••--- --- - - M72 0IEPPI5B C 0 •.•.- 1.70 43 mm ( ) MC72001EPP18T __ 29.36" (746 mm) --- MC72_001EPP18TW 18" (450 mm) 1.97" (50 mm) MC72001EPP 18B -- MC72001EPP18BW MC72001EPP24T 24" (600 mm) 23.05" (585 mm) - --- MC72001EPP24TW MC72001EPP24B MC72001EPP24BW MC72001EPP30BW 30" (750 mm) --- 2.95" (75 mm) MC72001EPP36BW 36" (900 mm) --- 3.25" (83 mm) MC7200IEPP42BW 42" (105C 1 - F3,55" (90 mm) I� 12 (300 mm) MIN INSERTION - r--•-� -, -�;,-- Cn >- 0 Q END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" �r M w F ` L" L B, ._.j....................... _...... I .C; I CUSTOM PREFABRICATED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) 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' ARE THE HIGHEST POSSIBLE FOR ENDCAPS WITH A WELDED GROWN PLATE END WITH "C" . _ _____....____ . _ �-_ P. .____ _____. _._ ._.____.____--_._.--_-.___--____._-_.._-----_ .--.__.._____._._-._---_._-_--.--_ ART # STUB B C MC35001EPP06T „ 6 150 mm ( ) 33-21" (844 mm) ___ MC3500 IEPP06B - -- ___ 0.66 17 mm MC35001EPP08T 8" (200 mm} 31.16" (791 mm) __- --� �____MC35 001EPP08B - - --- 1 0.81" (21 mm) MC35001EPP10T 29404" (738 mm) -- ._ ------- 10" (250 mm) ________(2- _mm}.._-...._...... M035001EPPIOB - - 0,93" 4_ MC35001EPP12T 12 300 mm) ( 26.36" (670 mm) --T - MG35001EP 2B P1 -.. 1.35 4 mm 3 ( ) ---MC35001EPP15T 15" (375 mm) 23.39' (594 mm) -- -___ _---- -_- -.-- - I--- 1.50" (3$ mm) MC35001EPP18TC 18" (450 mm) 20.03" (509 mm) ___ MC35001EPP18TW MC35001EPP18BC __ 1.77" (45 mm) MC35001EPP18BW MC35001EPP24TC _......-............................._..........................._....... MC35001EPP24TW 24" (600 mm) 14.48" (368 mm) ___ MC35001EPP24BC --- 2.06" (52 mm) MC35001EPP24BW MG35001EPP30BC1 30" (750 mm) I --- 1 2.75" (70 mm) T L N zQ - Z)� �. F _� q U Q rj0 m � no MANIFOLD STUB - � ,w Lu II .-C o 0 ,� CO a `/�� }\ 7 (a C.� � wa � �I � + y� \ M/ U � aa. L o w MANIFOLD HEADER - 1' 1 Z / - i o r � O � ,r I � -C J; r I o a I jj _� 1 z is . I l t l� I fN < 0 0 I m != F _I__ Q o w j f LLI p l 1 i I N � T wo i ! - � O z�- = 0� T_ . ... Q z t- f ....................... � Lw I I f Ili I ! , , D ❑ ow V Ow ! � / !Z' oz a w n z MANIFOLD HEADER - w I \ - , o w I Q , : : r I � n � I , : , <L Z - - CL LL CUSTOM PARTIAL UT INVERTS r I � 1 1 0 z w C ARE c 1 ca - w t 3 t 'y. w . t1 . EE � �1 w E r Z �r t �, m o AVAILABLE UPON REQUEST. cn J w � I 1 ;1;i f � �1.1 , � I 1 t I ,_. MANIFOLD STUB � � w 0 W INVENTORIED MANIFOLDS INCLUDEIT ¢ w I I! I �� { t i 0- o a p t }} l , w Q 12-24" (300-600 mm) SIZE ON SIZE m � ,__..___.� ` Ir I 1 I 1r a �- AND 15-48" (375 1200 mm) + z Z �' ECCENTRIC MANIFOLDS. CUSTOM m m r O INVERT LOCATIONS ON THE MC-3500 Q o ¢ a END CAP CUT IN THE FIELD ARE NOT ; r 12" (300 mm} _ 12" (300 mm) � MIN SEPARATION MIN INSERTION - I ? T O RECOMMENDED FOR PIPE SIZES Lad ? � a g 9 z '� a O GREATER THAN 10" (250 mm). THE LK; 11 0 L' a INVERT LOCATION IN COLUMN 'B' ,� Ly O X Lu ARE THE HIGHEST POSSIBLE FOR '_ cc THE PIPE SIZE. cuccr NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL - SHEET ,;>:;Im I Ht FRIL SILL. ^ r� FOR A PROPER FIT IN END CAP OPENING. 112 O F '1 1 NOTE: ALL DIMENSIONS ARE NOMINAL NOTE: ALL DIMENSIONS ARE NOMINAL i L ! L OF F_ 0 V) JOB No. 47036 I fllSHEET NO. �9, C6.8 0 0 c m > .� c U E_ (1) > a) O 0 0 Q n- c m 0 (1) V) Z) (1) 0 0 c W c W ca a c 0 a) O c 0 a �5O 70 0 CL CZ a) O � � o 2i c >, F- M *-- 0 E Cc: C (1)c cn m a o O c R (1) C7 3 Z (f) O a2i �E 0- ;� x I- 0 0 0- a- tf c (1) 0 a5 O -3 0 Y Ln cu c 0 U c � O O U , (1) In me �Q = L a) o E -0 Z3 c U w O cn m -0 U O = rn (n.2 N U cN m Cc U @ O n� a) _0 -C E F- - 0 -P a N N 0 N T co a 0 V, 0 0- 0) 0 LU z O 1= z w F- w z D O n' cD W z U U iv m C� U O CD 1 0 0 0 U) M 0 0 450 611 40f C} �a i 84.0 in 72.0 in 63.0 in 49.7 in 23.8 in 15.0 in 3.0 in 40.0 in � 5.5 in �U] 1 aa. -z - , 15.0 in 45.0 in C 017.3 in - 222.0 in 210.0 in - 176.0 in _�.___..�......___._._..____._.........._.___.---------- ._._..... ..... .__.________.__________.___.___1 (.�.IT...(._ 24.0 in 4.0 in 46.0 in 24.0 in a 72.0 in -�- -�-�96.0 in 24.0 in r - - Irf PRECAST DETAIL 6.0 in 017.3 in 12" x 36" TYP_/ 18.0 in - -- --� r15.0 in 24.0 irr-t _- r*-5.0 in CONVEYANCE SLOT 18.0 in _J LQnin 3.0 in SECTION C-C SCALE 1:60 SECTION D-D SCALE 1:60 /.. tom" WA ti I:, IR 1. STRUCTURE WALL AND SLAB THICKNESSES ARE NOT TO 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 DRAWN BY: CHECKED BY: APPROVED BY KSM ITEM QTY PARTS LIST DESCRIPTION -- SIZE (in) Title UP-FLO FILTER (285R) 8ftX 18.5ft 42 MODULES UFF-1 SOUTHWOOD 9 & 11 RICHMOND, VA 1 1 PRECAST VAULT 8 ft x 18.5 ft 2 1 UFF INLET PIPE 24 3 1 UFF OUTLET PIPE 24 - - - - 4 ------ 5 - 42 2 MODULE LID ---- -------------------------------- SUPPORT FRAME ------- -- 6 2 COVER 30 IN 30 7 4 WEDGE WALL MOUNT 8-__- 2 COVER 24 IN - ------ 24 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 285R 14 42 RIBBON_ MODULE BODY 15 12 RIBBON SUPPORT BRACKET ACUTE - 16 17 1 1 MCMASTER-CARR 488OK173 _._...._._.-._.__._..__.__.__._________ MCMASTER-CARR 48925K27 _ 18 1 FERNCO 1056-1515 & 15.2-10.6 EB ro International QD hydro-int.com ©2021 HYDRO INTERNATIONAL WEIGHT: STOCK NUMBER: 1 DRAWING NO.: 21_12_2433-UFF-1 SHEET SIZE: SHEET: Rev: B 2 OF 3 I A 96.0 in+/- 84.0 in 72.0 in 49.7 in 24.0 in 24.0 in 0.0 in CAPACITIES: sr BaE jtt:�- II Yf 18 3:1 dr��7F t ti� A .w"ai -. -�•u g. _.yy� � [fig 4 . g ga,y �'. # N1' F e .:.:.' ..::�. - .......... K ...:.:.: .. .: ... 0M. -- j� Iasm Sk yy SECTION A -A SCALE 1:60 17 3 X YX R t}'lY2}' ...... 1 iti�ct ct;ttee� 3ai�3a3xz ��Y�:��y�3;3a33z�� RIM: 452.00+/- ft TOS: 451.00 ft WEIR: 448.14 ft INLET: 446.00 ft OUTLET. 446.00 ft SUMP: 444.00 ft 1. Minimum performance: 80% removal. NJDEP - NJDEP Blend; NJCAT, Sil-Co-Sil 106 (d50 = 22 microns) at the peak treatment flow. 2. Maximum number of modules per outlet module: 38 ** 3. NJDEP peak treatment flow..033 cfs (15 gpm) per module, Ribbons 4. WA DOE peak treatment flow:.022 cfs (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 cfs (15 gpm) per module. For a 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 VL.V t tVt V V'"V SCALE 1:60 ITEM QTY PARTS LIST I DESCRIPTION 1 1 PRECAST VAULT 2 1 UFF INLET PIPE 3 1 UFF OUTLET PIPE 4 42 MODULE LID- 5 2 ISUPPORTFRAME 6 2 COVER 30 IN 7 ---- ---------- 8 4 --------_-_ 2 WEDGE WALL MOUNT ---------------------- COVER 24 IN 9 2 BYPASS HOOD 10 2 OUTLET MODULE 11 12 6 30 FOOT WALL_MOUNTING BRACKET -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 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 REVISION HISTORY REV BY DESCRIPTION DATE B JLL3 MODULE COUNT 7/08/2021 A KSNl I FIRST RELEASE 612912021 PROJECTION - IF IN DOUBT ASK DATE: SCALE: 6/29/2021 1:60 DRAWN BY: CHECKED BY: APPROVED BY KS M Title TYPE SIZE (in) UP-FLO FILTER (285R) 8ft X 18.5ft 42 MODULES UFF-1 SOUTHWOOD 9 & 11 8 ft x 18.5 ft HDPE 124 HDPE --------_ 24 RICHMOND, VA N Patent: www.hydro-int.com/patents 30------------ 24-------------- ro international -------- hydro-int.com 02021 HYDRO INTERNATIONAL 285R WEIGHT: MATERIAL: STOCK NUMBER: 1 - DRAWING NO.: 21-12_2433-UFF-1 SHEET SIZE: SHEET: Rev: B 1 OF 3 A M E Q N o N � LULU a' E ~ U (V 3. Q O L Iu_ui <JU0M0 a- Ui LU f1 > p N (D LU N d �� �� >L o a =3 C/) _ N = U > Q Sri = S Ln I N d QO _1 w� DATE 111812021 DRAWN BY C. GA YNER DESIGNED BY C. GA YNER CHECKED BY B. CICNOCKI SCALE N/A JOB NO. 47036 SHEET NO. C6.9 L- _ Q) 0 Cz N N CO N 00 c 0 0 n U) W J_ LL O n O U 0 0 N a� /U) v 0 U O m i O O 0 O U) 00 C) ti Nr c� O Q o c i r }' m 4-Ln �' c i C)p o o -� r o r N O CV Cfl C) LO N `� N C:)O �LO f- NCO I- �� i- �riLO �N 102: MH-1 cNv c0 CD 108: MH-1 r CO .CD (0 C) o °�° `n $ Cl) cfl $ m m oo $ c� N L o co 00 STA 10+16.22 d N STA 12+98.95 r c� + c�i �-- + Lri c� CO CO cco � + , c° c + � r `�' TOP429.71 a: C) TOP432.41 o Qa- C) 0 =odd : o�� r�`t ��Z Z ��'"'d 2r�Z > 0 Ord Z 0 Z prd Z_ p c-d Z INV IN 426.18 (103) Qom- o INV IN427.79(109) �0z N<a> ¢�_ O <ta- 0 �Qo- �<a_-- Qn-- ( ) CD z INV OUT427.69(105) `Vu OZ �~Oz z �~Oz z r~�z z r~F-z z z N�O> > INV OUT 426.08 101 o r U) z z 450 450 455 455 460 3 £ SE CONTROL 445445 STRUCTURE X1 SW A STORMTECH 440 TOP = 440.0001 440 I, PROPOSED ? SWM A: STORMTECH GRADE DETENTION WITH EXISTING / ISOLATOR ROW , GRADE BOT = 436.000 435 435 - INV. = 433.250 1 2.3' 430 430 1 � 109 35.32'OF� 105 24" HDPE 425 256.91' OF @ 8.09% 425 24 FIGPE­ 12.70' OF 103 @ 0.50% 24" HDPE 25.72' OF 1 @ 0.50% 24" HDPE @ 0 50% 1 420 I 420 415 i 415 N N M M M M M rr rr <r <r rr rr <r 9+50 10+00 11+00 12+00 13+00 STR 100 - SWM A HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 203A: MH-1 (72" DIA.) 204: MH-1 (72" DIA.) STA 10+72.92 205B: MH-1 STA 10+23.62 TOP 454.17 STA 10+11.79 TOP 456.80 INV IN 445.85 (205A) TOP 454.28 INV IN 446.00 (205) INV IN 445.69 (203B) INV IN 446.00 (205C) INV OUT 446.00 (205C) INV OUT 445.58 (203) INV OUT 446.00 (205A) INV OUT 445.86 (203B) 470 SWM A: D ETE ISOI 450 i 450 445 i 3 PROPOSED GRADE I r EXISTINQ GRADE 445 2.8' 3.5' 440 OP = 440.000 440 TORMTECH \ITION WITH .ATOR ROW ? 121 10.37' OF 435 BOT. 436.00 435 12" HDPE @ 2.69% i 430 INV. = 433.250 430 425 425 420 , 7; 1 420 �o N 14+00 14+50 9+50 10+00 11+00 SWM A - STR 122 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 202: MH-1 203A: MH-1 (72" DIA.) STA 10+24.79 STA 10+72.92 TOP 452.86 TOP 454.17 INV IN 445.10 (203) INV IN 445.85 (205A) 204: MH-1 (72" DIA.) INV OUT 445.00 (201) INV IN 445.69 (203B) STA 10+89.64 200: ES-1 for 30 inch Pipe INV OUT 445.58 (203) TOP 456.80 STA 10+06.64 INV IN 446.00 (205) TOP 447.52 INV OUT 446.00 (205C) INV IN 444.77 (201) INV OUT 445.86 (203B) a7n AY U P-FLO 65 FILTER 465 EXISTINGP OPOSED 460 .RAD.E 460 455 455 450 450 445 445 205A 11.79' OF 205C 12" PVC 11.82' OF @ 1.25% 12' PVC @ D.00% 440 440 435 435 STR 202 - STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 SWM A DE1 IS 465 1 1 1 465 SEE PROP t SED CONTROL 46 GRADE 1111 E 460 DETAI f FOR EXISTING GRADE SWM STORMTECH 455 \ 1 1 1 I I/ 11 1 1 455 STOP = 450.7501 450 5 SWM B: 450 STORMTECH DETENTION WITH ISOLATOR ROW O OT_= 447.000 445 INV. = 4,dr- 00011 445 203 03 O OF 201 48.1�5' -iDPE 30;7HDP 7.038' OF 30" o @ 1.00 / 24" HDPE 18.26' OF @ 30" HDPE 1.00% @ 0.00% 440 @ 1.25% 440 435 1 1 1 1 435 430 1 1 1 1 430 MAT81 � I S MH EX.1 I_� r�l 455 ADS fl 455 ' B��RRA � SYSTEM 8' 3 , !� 1 1 DIAME M JER PROPOSED GRADE I EXISTING 450 GRADE i 450 , SANITARY �2F� PIPE 14-2 Q 445 445 WATEM 3 LINE 1.6 3.3' 440 OP = 440.000 440 STORMTECH ENTION WITH "17 @3 1 )LATOR ROW PE 115 � 1a D ° BOT. = 436.00 80 Ogg OF Op /° @ 435 �� HDPE 1 435 @ 31.40' O F 21" HDPE @ / 0 80°° SANITARY PIPE 11 1 3 3 , ' INV. = 433.250 113 ¢ ' 430 i 430 3 21" HDPE , , f @ 1.18%1 1 1 � 1 1 425 425 0o N ao o� LO CC) cfl rr rr rr rr rr rr rr rr 9+50 10+00 KNt 'LO V V i 9+50 10+00 11+00 12+00 STR 200 - SWM B HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 118: DI-3B 6 ft Throat STA 10+01.73 TOP 448.63 INV IN 440.25 (123) INV IN 441.54 (127) INV OUT 440.15 (117) Ar,n 11+00 12+00 13+00 SWM A - STR EX. 1_ HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 r- -128: 18" Basin - Circular Grate LO STA 10+39.90 130: 18" Basin - Circular Grate TOP 448.20 STA 11 +18.79 0o N � INV IN 441.83 (129) TOP 448.90 o T LO INV OUT 441.73 (127) INV IN 444.94 (131) Q o_ 0 INV OUT 442.22 (129) 1- O z rU)['-'_ 14+00 14+50 ON 3 f , f 1[ s , 3 455 3 455 3 PROPOSED 7 d GRADE 7 3 450 i 450 3' MIN. 445 3 1 445 3MIN.1 1.52' OF °-" HDPE t 1.000/0129 i , 127 � 440 78.93' OF 440 1" D P E @ 0.�0% ? ' @ 0.50% , EXISTING1 435 f GRADE I 435 CONTRACTOR TO COMPA T FILL TO AT LAST 95% 430 \ STANDARD PROCTOR DEN ITY 3 430 1 { 425 3 1 I ( i , F 425 Nt 9+50 10+00 11+00 12+00 STR. 118 - STR. 132 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 14+00 5 0 50 PROFILE SCALE H 0.� Bryan D. Cichocki H Lic. No. 53741 1 4NAL �Cs m E 0 OV N N � > E e E W `.� LL o U. L I� W O J U o Z W N - Lri rn 0 � W � � d Q U W o � c L7 v > ° 0 0 �- o rn > ¢ ti V7 W 00 F_ W 110 wUi 0 0 �; Q 0 4? > N LU „_, ~ C-)N N Qj N �0 z O DATE UQ 0 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY • B. CICHOCKI SCALE AS SHOWN JOB NO. 47036 SHEET NO. C 7.0 0 0 7 U c i a) O O Q Q C (L3 L 0 M Q 0 O L 72 L W ❑ c� ^C G.L. r r N N O N 00 C O O O Cn W J LL O n 0 r- C) 0 C) a� s U) C� a> U 70 Cfl O O t D O Ce) O d C'7 Y, SDR 26 WITH PIPE BEDDING (PER ACSA STANDARDS) BROUGHT A MINIMUM OF 2" ABOVE TOP OF PIPE. ?INV STA 10+88.07 TOP 446.44 INV I N 440.44 (2-1) STA 11 +79.40 STA 10+00.00 I N 440.44 (1.1-1) ?1� P 443.86 X.1 TOP 452.23 INV IN 440.44 (11-1)NV OUT 440.90 (1.1-1) 465 INV IN 439.80 (1-EX. 1) INV OUT 440.24 (1-EX. 4�5 460 460 PROP SED HORIZON 455 ROAD GRADE 455 S3 TTTF 4` EXISTING 450 GRADE 450 ,PROPOSED 445 GRADE 445 PROPOSE 2.33' WATER LINE-! 440 1 ---- 440 1-EX 1 91.34' OF 88.07' ,OF 811 PVC 11 @0.50% 0 @0.50/0 435 435 LL roe W W W Lo +W I— _4 F-- ci7 F-- [- - F- T_ <. 430 ~ U) U) � U) � 430 9+50 10+00 11+00 12+00 12+50 STR EX. 1 - STR 2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 1 STA 10+00.00 TOP 446.44 INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) INV IN 440.44 (11-1) dp>1 INV OUT 440.24 (1-EX. 1) STA 11+13.83 TOP 447.88 INV IN 441.90 (14-2) INV IN 442.52 (3-2) INV OUT 441.70 (2-1) 3 STA 11 +83.53 TOP 448.59 INV IN 443.47 (4-3) INV OUT 443.27 (3-2) STA 13+91.82 4 TOP 451.75 INV IN 446.55 (5-4) INV OUT 445.99 (4-3) STA 16+55.64 STA 16+28.06 5 INV OUT 454.06 (6-5) TOP 462.73 STA 17+36.03 _ INV IN 454.38 (8-5) 7 TOP 462.01 INV IN 453.58 (6-5) INV OUT 456.04 (7-6) INV OUT 453.38 15-4i 1 465 EXISTING'°" 460 GRADE 460 jSTORM WATER SEF VICE LINE,' I PIPE 21 DEPTH APPFOXIMATE, TY -O 455 .- 1 , 455 r --I o 9' of 6--6 P OPOSED 27 ;581 OCF 2 22°I0 GRADE 450 1 @ 450 `. 236, Pv C � N 445 �`° a 9°/ l 445 5.4' �-- ` + 4 31 LO 3-.4' - j 0 .28 OF = 69.701 OF 440 2;14 <r < < < 440 113. 3 / nZ6 Wry w� Wg- WrD WLO WN WN Cat WCDWN` WNW uj � WAD WN 8j1PVC L\ STOR F_ r- P N P <m <o �-_ P (b r- Cry <"z <r- + � � <N �- �--.' F-- � -) <w<r�-... -i+ J+ rr- (D + F--- m i- r- <�--<-r� � 0 <rc + �+ �8 + < <m @ ° 11°/ PIPE1 3 i+ -i+ -i �N �m �, .i+ bra �cG _j+ �r- 1 .i+ _,+ cD uOI Cyr cG _1+ ry _j+ ' U wco co 0 ww ww wU) !- U) U) U)U) U) U) r- U) I CO F- W r- U/DwUicry u)U) wU) Q rF- w U) U) U) U) 435 _ r _, _, T _ r _._1 _.1 _a 435 W co r� rp cG t - (x �- zr LD ' C� r-r� 00 w N Co w C7 t_ CIO w Q w (y) r cv rK (3) I- o W N o � W�- } WcG F- cc) 6.L1rD F- Sri Wft� h r- WtD F- Gi Wr- F- L-o W F- 0:) WLOWCDWNG Er-- r-F 00 NY; o WI- Wo (D r-- 0) r--° �t W� W�-- (Y) {- C6 iU� r c*i Wo w r- 0) h r�i LiiN 0i W W� F- Lo I <cr) 1 + <r-. + <I- + <'r- 1 + <�- + <r- + 4r + <Lo<;.D<Lca 1 + + + (D <G) <o + + + <(-) <rr + + <(y) + <sQ <r- + c) - <f.D + + + < _ 1 <�I _1 + C3 CD . _.1 CD � C-' _ r- ®1 r- ri .� N _,.1 N L1_ �1 ®r _3 N N N L� _3 mi N N cy) w w _1 _3 cl) (y) w w ®! cf �_ r - �T LL c-iLram-^ � L D kt? � E r r r r- c- r r-W e-� T"_ T"_ T- r r I <L 430 U)F- v) r-- v) r- U) r-- U7 r- U) F - rf} F-- i F-v) F- �� r - I—cy) U') F- U) i-- {� r° U? U� t-- U) F- U -- Q) rr-- U) �-- U) F 430 (P M 9+50 10+00 11+00 12+00 13+00 14+00 STR 1 - STR 7 5 STA 10+00.00 STA 12+06.23 TOP 462.73 TOP 474.88 8 STA 13+19.33 TOP 479.74 10 X STA 13+90.98 INV IN 454.38 (8-5) INV IN 465.43 (9-7) N INV I 472.08 ( 10-EX.2) TOP 485.39 INV IN 453.58 (6-5) INV IN 465.43 (10-8) INV OUT 476.23 (10-EX.2) 490 INV OUT 453.38 (5-4) INV OUT 464.93 8-5 INV OUT 471.08 (10-8) 490 _7\STA 10+00.00 EXI}STING PROPOSED ' RADE HOR3IZON 485 3 ROAD GRADE , _._._....- ._._....... _ M._._ - n ---- �....-. � - _._.� _._._._._._._._.._._ _._ - _._.m � _ 3 3 1 cr) W� 480 .m_-m r I . m_m-_-T-mm-m__ w-_-T- M_ -m-m- _ .___ .._w _____._-----aN_. ; ------ -__._._._r_-..__ -� � ......... j Fes- PROPOSED ! U) cn 1 % 'ATER LINE UD U) 7.0 � 475 " PROPOSED 470 .._._._._._._._._._._._. � m_._._._._._._._._-._.n--.__---- - _. _.., i' ;. WAT E R L I N E PROPOSED GRADE O 3 3 o S i 1 465 1 M PROPOSED WATER LINE - I 455 W C�? W W W W L! 1 W tY7 N W LO F-, r� € - Gi ' F- F- � r-- r- F-� N F c� F- csi <; c�i < < c,D G) < 0) � -'s- < Iq < co _;+ + + ®, + + ®r + + + ma + T- -- N S 1 N N W, F- U) r-- F°- F- r-- F°- �- . h U's }-- 9+50 10+00 11+00 12+00 13+00 STR 5 - STR EX.2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 485 4801 485 475 470 465 460 455 450 J TOP 474.88 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 (8-5) STA 10+ 11.02 8.1 TOP 474.96 INV IN 465.85 (9-8) INV OUT 465.65 (9-7) STA 10+31.71 I I\ Y 1 1 • f I V. V V \ I L 1 1/ INV IN 440.96 (APT1-11) INV OUT 440.76 (11-1) TOP 446.44 INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) 9 STA 11+33.25 INV IN 440.44 (11-1) TOP 472.42 INV OUT 440.24 (1-EX. 1) INV OUT 468.04 (9-8) 4R5 4Fn EXISTING 480 GRADE 480 PROPOSE GRADE 475 475. 470 1 i8" 1 3.8 47 0 122.23' Of 8" PVC VI ATER @ 1.79 SERVICE < < LINE, � (4 , r DEPTH w '7 UJ '; P PPROXIMAZ 465 w 0 w W I— Cr (D co < a) cY) .1 + . J + _i + ! + 9-7 + _3 + � �: < 11.02' OF _ � � U)co U) 8 PVC C/) r_ U) 1- 460 @ 2.00% `) U) U' U) U7 460 00 ce W (D CD cl�_ G� W � W ()�W rll < F - ~ N _r+ up (D cD + -r+ 0� < (-) + �+ rye ��c� ' r� �� < :> Q 3� d Q 455 � � �rr) w ~ U) U) 455 14+00 14+50 9+50 10+00 11+00 STR 8 - STR 9 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 STA 10+79.73 15+00 16+00 STA 10+32.41 INV IN 443.44 (APT2-14) INV IN 442.63 (15-14) TOP 447.32 INV OUT 442.43 (14-2) INV IN 441.64 (13-12) STA 10+00.00 INV OUT 441.44 (12-11) TOP 447.88 2 INV IN 441.90 (14-2) SEWER EJECTOR PUMP 2352 . STA 11 +27.14 INV IN 442(3-2) 13 TOP 437.79 INV OUT 441.70 (2-1) INV IN 434.95 (APT1-13) INV OUT 434.95 (13-12) 4nn 4nn f *PVC SPECIFIED 455 BY MEP IN PUMP 455 SFGN- N TE: SEWER EJECTOR PLIMP DESIGN EY MEP 450 _-.m�._._.__.._m_..�.�-_._.__.m.. .�._._-.......m_.�...._,... _..-...._ ._..__..m._..._._._._. �.m_. PROPOSED .�.GRADm __-.._._._._.m..._.�..__.._......�.�M.mmm_. 450 PROPOSED E ISTING BUILDING .w G ADE 445 445 440 440 48.02' O 11-1 6" PVC 31.71' OOF @ 1.00%° 6" PVC 435 @ 1.00 0 435 STORM ORCE MAIN 1 PT1-13 PIPE 113 13-12 P.27' OF 47.41' OF 11 PVC 2" PVC* @ 1.00% 430 @-14.11% 1 430 11=111] STA 10+85.60 18+00 J TOP 448.03 INV IN 443.26 (16-15) INV OUT 443.16 (15-14) SEWER EJECTOR PUMP 16 STA 11 +13.24 TOP 443.04 INV IN 435.25 (APT2-16) INV OUT 435.25 (16-15) 4Rn 455 _._. _m - - .. _. m ._.__._._.-455 PROPOSED BUI !DING 450 450 PROPOSED GRADE 445 45 4 r 15-14 1.7' 53.19, OF 11 PVC 440 440 14-2 32.41' OF 6" PVC w . @ 1.63%ORCE MAIN 435 - 16-.1.5.�..� . 435 STORM 27.64' OF PIPE 117 2" PVC* APT2-1 EXISTING @-28.98% 4.85' OF GRADE 6" PVC @ 1.00°p 430 I 430 12+00 9+50 10+00 11+00 12+00 9+50 SSWR APTS. 1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 10+00 11+00 12+00 SSWR APTS. 2 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 5 0 50 PROFILE SCALE NOTE: SEWER EJECTOR PUMP DESIGN BY MEP. *PVC SPECIFIED BY MEP IN PUMP DESIGN H 0. Bryan D. Cichocki Z Lie. No. 63741 SI0NAL rO E 0 0 U N vi N E W �; E luu U. L r\ W O _jv o z O WON a~ H z `t U 3: 0 x (n 0Q emu' 0 c �D =u �� O ti c Ln � "i > U) o w w o ~ W O o �; D Q Z 0 j N w p N W ~ N N Q "' \ O U) DATE 111812021 O } DRAWN BY C. GAYNER DESIGNED BY • C. GAYNER CHECKED BY • B. CICHOCKI SCALE AS SHOWN 06 \ 0 �e V) U) ( e `1./ oW � >o J .ry Q w w m w O W U) 0 < U z CL Q r) U) 0 0 Lr) JOB NO. 47036 SHEET NO. C7.2 Bryan D. Cichocki U lk No. 53741 1 i'SSI ANAL m E 0 0 rn � N � ' N C Q O > E W E Q LL o 3: L uj C �J U00 Z 485 485 ce a o N a (� W Z�� (.1 Q N Q W LL 0 0 = V Q O �- 0 �_ ND N > a't 2 j W W WC2 z Q vi W °- � a O L� SANITARY cD Q Q 1-EX.1 0 4 N Lu N w N O N Q z � O DATE 111812 021 0 DRAWN BY C. GAYNER 0 1 DESIGNED BY C. GAYNER CHECKED BY i B. CICHOCKI sSCALE AS SHOWN 1� C6 0 T— \ Ul LL ii W `Q co LL 06 co L1.1 O cr J Q w m w '1� Q Z L W � � W 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 p �..._ SWEETBAY STREET WATER PROFILE U Q HORIZ SCALE: 1 =50 VERT SCALE: 1 "=5 0 0 5 0 U) 0 0 50 PROFILE SCALE JOB NO. 47036 SHEET NO. C7.3 W W r r Q Q 480 m.�_.�._-m._mmmm-.___..-._a.__ ....._____._-_._-__ —�. _. � a.__.___M._._._._._.__._.__480 co Cn co cn J J O ~ gg 90° B Gt Q t I H � H � Q r Q r ���� 475 f f 475 _ , � PIPE 470_.__...._m_�._..�m_.mm._. ----._._-m-....�.-,_.470 � I TEE f 465.�.__M�._.._n.., U � o J o �Q~o Q� W � .__._._._m.__._._....__..._____�.m._. �XISTING GRADE ; ___ _._.m ._._�...._..m.m465 � fW— {W- r Q r � � o Q Q ' 0000C� c0(I? � � QN 460 ,o . 5' MIN. �_ � �".._._._._460 6"X8" � TEE 455 8"X6" TEE 455 _ m�.�.._M.._m.._._._._..m�._._._.�.�_.�._.�.�-m.�.._m..�...�..�._._.��...._�._�...�....�.._....�m.�m � � TO FHA .�.�,._.M.___.__ ...mmm.�....,� ._.�M._._�...._ PROPO�ED GRADE t� J i I 450 �� SS52 DIP _ .__.-,..�....�.._-...mm_._.m._mn.....n_._. wm......m.__..__._._._.�.�-,nm.��.m �.�..�...._.-..._.m.,m.�._._.__._. ._M.� M.. ._.�. _-.__._._._�._.__._._._.�._. � 450 WATER LINE 3. 'MIN. 8"X4" TEE 8" CLASS 52 DIP 8"X4" I TEE TO � WATER LINE 445 8 X8 TEE FI E LINE 8 X6 TEE 445 TO FHA _............_......�... �.-.�. _.�._..�..___-.�._.__._._._.�...._.__..._-_._._�-_.____m_.. __..._.�.._...�_._._._-_._-.�.�....�.�_. "X4" T E TO 8"X6" TEE FIRE LINE TO FHA 1.5' MIN. 440 440 SANITARY STORM __...�._._.�.r.�._.r �.m__.�.._...m��m._�._.M..._� .�...._._._._.�._."MM.".�.n.�,_,_,m_,_,_, PIPE 1-EX.1 � PIPE 123 FHA & 6 GV 435 ._.__.�..._._.__._.� .�.�._.�,�m-._.m_._._._._____._.__. .__ ._ �..�.��.r._.r. .___._.�.�...M_...._.�..�_-.._435 ' SANITARY SEWER � LATERAL, DEPTH f W APPROXIMATE, W TYP. W W W 430 -._m._.� I .�-.r.�._M._._._._._._._ ._Mr�.m...._ w W _.. W W w W W W W W W �._._. W W ...�.�.�_ r W W �._._._._._.n. 1.�1 W _._.-...�. W W W W � f 430 ~ _ � _ _ _ _ _ _ _ _ _ _ _ _ o �" ei� %'` t0 >� � > ! O ,.3 0 > A > O� > > tom- c�9 > �� > > � > W �' •�`' > co % t`r7 > > � %' c� > � �'' � :' (�*.! > �3 CD N W C3'9 W CY_ X9 W c� W CC c0 W c.:i W� � � W r� �-- W c� W o I� C`? C� W� W c�a ►..� o C� C� C.L W W �' � C� (`�- CL' W W� W Ca' c�9 iL' r� W W C� Li! W� W C� � [L' oo W �ti W� C� �[ W Co !� CO W� W xa � 1 �;s ii3 + � � fl7 co + CJ) + + � �/} r (d'1 N + -�- � CL? + � tf') C/) �} C/) $ "i- -�- � � il} C'� f� "�' �s cYi e9' U� p,.. Ui -# � cci U1 tf7 t/1 CJ U) �' + �a U7 co to C�7 + + U7 �C? i`•- + + � CS9 {i3 C{3 3- + -�' r� + + + ..�' Wr- � ��- � N W� wr � C�1 � N r � � t [� � °``7" fY (L C?' LL IZ ' � li7 ' tz W` � C� C�9 Ci'_ C�'J � ii` � �r r CLt �- � co � C� �r � �� r �� ��` ��." ��"��` W � W W Wr wr Wr W W�— wr W WrW� -- Wr l..11r l..I.i W W W W li.! N 425 �' �� `� ���--�� �� ��`�� 425 (0 v 0 cu n It r r N N a N r 00 _ 0 0 a (J) w LL 0 n 0 U 0 U_ 70 a� N L 0 r Y U O m i O 0 0 0 (e) C) r- 5t (M r-� 490 1485 480 ( 00 480 f >1 r i € Ld + f co r E f - CD (o V) 475 f E 475 EXISTING I f GRADE E qq ®mot £ E 470 E € 470 E E 3.5' MIN. E ' I f � 6 1.9' f 465 PROPOSE - 465 GRADE' ° E E 900 BEND £ 6"X6" TEE STORM PIPE t TO FHA 229 E 460 460 6"X8" TEE 1' _ 6" CLASS 5 DIP £ WATER MIN. -INE E 900 BEND STORM E PIPE 221 455 ,.....,......... - s E 455 SANITARY I PIPE 8-5 i E (STORM PIPE 211 I SANITARY SEWER { ' 450 uj L i L�1 LATEZRAL, DEPTH E i 450 , APPROXIMATE, TYP. �Lli� i co 48 J `d 9J ) a= ✓ co E f c,r ( 445 :rri � t . AA 9 9+50 10+00 11+00 12+00 13+00 FLORA VIEW DRIVE WATER PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 490 49O o CD 485 o 485 + f Q r L11 J L0 I¢- cn ¢ "' EXISTING c 480 GRADE r 480 £olle £ PROPOSED " 475 GRADE �'° 475 3.5' 611X8" MIN. TEE 470 470 SANITARY ' PIPE 10-8 6"X6" 465 TEE 465 SANITARY SEWER > ,r > co � � ,.r-, _ 6" CLASS 52 DIP LATERAL, DEPTH U u w 6 1 WATERLI E APPROXIMATE TYP. 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SCALE 1 "= 2 0' ,,;�" „� t "f � <r '� � ,J^' .,,,,. ✓""� w,„ '" 7(�t� n .,,,,. � � w„_ .,•, .,... .,.... 7` ,,,.�,ves .....«.,,e, �� ,�„_ .:a--q_'-•••' .,4 e �m j{ �, � ffi t �'F °`sa $( �9 � ; 5 � 1 � .r _..,. _.... ..,.. «w W ..i t �{ f f " °s. ,✓� .» /1� © ", .« '.�4 0 20 40 �,/ � C r" ✓»' ,o�i°"" ," " ✓r ✓� S `/O „N- '✓ ., ..M ,�°.,."` "�" i : ��a� * � �^ r„,� D �.� ".,. Y "r 445 445 e i fq# ff 4 £f£ f 9fp # f �IEIGHT OF EY = 3.5' 440 440 � f f f 435 f ,.„ .,, 435 EIGHT OF EYE = 3.5' EE4 � fqq fff i § EE f f 4 PROPOSED 430 _ ; .,,.. --- "�, GRADE i 430 f E 425 � f a fE yr E £ f 425 EXISTING GRADE f jp 33 f Jj f f 420 q # I f 3 i f f £ f 420 _ 4 4 f i f 415 44 ! £f f 415 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 VDOT SIGHT DISTANCE EASEMENT PROFILE_ HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 14+00 14+50 15+00 5 0 50 PROFILE SCALE M E 0 N o N ui C E Q� E f=- LU U. O Lw O m Q J U 00 a. J _ L(i N C7U) CD U) o H U) X U) _ N = U > Ln Q ^ , 4 mO N M Go-i O L.i.. w w_ 2 U a z 0 U) H ZD 0 7- 0 a H ,U^ V / w 0 ti ~ 4 1 Q �Q �62, W Z Q n `L Q Q J DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1 "=20' JOB NO. 47036 SHEET NO. C8.13 70 z w 0- U) C) C) 0 0 U) 0 0 0 0 u? (D co C) r- C) '49 14. .......... . t `101 ....... ... GENERAL NOTES ... .... t PRE -CONSTRUCTION CONSTRUCTION/INSTALLATION INSPECTIONS/GUARANTEE CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE 0 ---- ------- ... 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 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. 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 INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND INTERFERE WITH SIGHT DISTANCES. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE CONTRACTOR. 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 TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHICH AFFECTS THE GUARANTEE. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE AND CONTRACT SPECIFICATIONS. CERTIFICATE OF OCCUPANCY. SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. if .. ...... ..... ... . .... . ........ eff _4 . ...... ..... . . . ...... .. ...... ... .... .... . ... .. . . ...... .... . ..... ..... ...... .. . .... .... ... ------ ------ ..... ............ ------ �;­­/ ----- ----- ------- . . ........ . . ....... ........ ... - --------­--­- - -- ............ . ............. ---- ----- �J I .... ....... ... V)j ...... ..... ....... S TRAIL BUFFER EXISTING TREE LINE TO REMAIN A . ...... 40 r . ..... ...... ­ ........... ......... ...... . ....... AND COUNT TOWARDS TREE CANOPY CALC. . ....... 10 L D L Y N C H B U R G R 0 A D . . ........... ... 4 . . ... ... .. ... . . ... . ...... ...... .. . ...... --- --------- - - . .. ... ­ ------ - - - - ­­- . ........ . f ir ... .... ... ... . 7. - — - --------- Ll 1 . . .... ... ... . PLAYGROUND - ALLREC, SEE SHT. L2.1, WITH A MULCH .... . ........ -- -- --- .. ... .. . .. . .... ... .... .... ... 1,059SFOF, BASE, OR AN APPROVED EQUIVALENT %_/ .......... .... ....... ......... ..... . . .......... ............. .. ........ ... . . .. ...... ........... ..... . . ....... AM E N I TY S PAC E -2,112 SF ...... .... . . .. . ............... -AVIV, T, 30'(MIN ---------- 7— TRAIL BUFFER T, 00, ..... . ... .. ------ V 6,7 9 t- �77 I ISF OF PARKING ECREATIONAL 'V ............. . .... . .. f ....... . .................. . ..... .. LO 7 —7 AMENITY .................. . 0) \/I EW DRIVE T3 K---,.$PACE MANAGED ------- ---------- (TY�10 STEEP SLORE" S. 8 TH - 20'- 30'(MIN.) IFF R ------------ - z ... ........... it E m 6 TH- --- ------- I PARKING 20' r�4 of 6 20' --)vvr - I tv LOTI -\Y STREE 5 TH - 22' f /'I'y .......... C/) 0 0 RKING,/ 0 0 A C�n 44.1 7 TH 221 tip b 7 0 ........... ........... co ........ M co hy m ........... IR ZIM .9 T mim Y .,I .00 0 cl) ..... ............ % ... . ....... .................. M cl) PARKING z- o 1LOT1 6TH-22' TH - 221 - ---------- .. . ...... .. TII, ---------- . ..... f .... .. ..... . .............................. .... ... .. .... -- ---- -- .......... ------ .. ...... ..... .... 7, ------ -ON ROAD ------------ L .. ..... ...... % ..... ...... ... . . ..... ..... A . ............ . . . ........ 1mm� solo mll� mW N"j min 4 ...... ...... t. ............ . ... ...... I-------- --------- ........... ............ ............ .... ...... .... .... . ...... ... ......... .... ......... . ......... . ..... ............... .......... 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NOTE: LANDSCAPING PLANTS AND TREES ADJACENT TO AND WITHIN THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRES ERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. -LANDSCAPE DESIGN FOR OPEN SPACES/AMENITY SPACES WILL BE ... .... ... SCALE 1"=50' PROVIDED BY WATERSTREET STUDIO. -THE PLAYGROUND SHALL BE THE ALLREC SYNERGY SY-3013 WITH A 0 50' 100, MULCH BASE, OR AN APPROVED EQUIVALENT. P",urul 0 -0 F ��K W. HA 4 - 03/17/2022 7, Tel I PE xwd m E CD 0 M U r-4 0 E E Lu Lu U U" C) LL w o IU Lu 2 < _j U 00 12L- Lu _j —ui " > C:) C) rn Lu r -2 Mt 3: o x 2� 'w U) > < u� c Lr) 0 m CN Q) 00 _j C) uj t�o F_ ui cl� ::D 0 D 0 F_ 0 Lu LLj u 0 -0 2: 0 u (f) Lu �U`j 0 L1_j U) > C) 0 C) Q) w CL Lo "1 U) 1- (f) (J) CL 1c, lz:� Q CL :3 S :3 S Q:� C� C) (Zi Q� Lu rN rN N N rN < Q Q) CD Q) Q) Q) DATE M. RACHNER DESIGNED BY M.RACHNER CHECKED BY F. HANCOCK SCALE 1 "=501 h@ m V) �e u 0 .j co 71, < j < a Lu > uj , CL LU < -1 LL r) < u 2: (f) 0 ui c'o 0 < Z LL < uj 0 > 5 _j uj 0 < 0 (-) C)� LLJ u.j > C)� 0 0 0 0 0 U) JOB NO. 47036 SHEET NO. L1. 0 0 cz :D 0 70 0� U cq CL z (3) 0 E �o -0 c cz U) c: 0- 0 D 0 0 (D U) Z 0 2E CL x C) D 0 CL:E 0 0- U) 75 U) >< c: 0 0 0 0 0 E _0 0 -0 -0 0 .).o U) (n c 0 0 EL .2 L .......... LL_ 04 C> 0 z w L2 z cr) U) 70 8 0 .�r_ Z3 0 U) C) ...... ...... IIII..... --------- ... ...... ..... ... ....... ... ....... I Mr-r-rWAIM/A I rZ rZAI0 I I U r-%C:F— > > EXISTING TREE KEY II. ....... .. LINE TO REMAIN FOR TRAIL BUFFER IIL . ....... EXISTING TREE LINE TO REMAIN TRAIL BUFFER 4,906 SF . ....... ------ z AS TRAIL BUFFER AND COUNT 30'TRAIL BUFFER .. ........... m m ....... .... ..... . . .... .. r TOWARDS TREE CANOPY CALC. ..... .......... .V0000v .-T ITP I........ .... - ------ - - ----- I—. .... .......... I.............. 0 . ... ... ..(3) ICE AM E`i, & I. ...... . ........... I(4) BET I...... ........ 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AMENITY TRAIL BUFFER SPACE ooQo IMu IDIS7ANC;L�F II(10) ILE AME IIIPARKING LOT 1 Iq /A IInA loor I(22) JUN v .............. ..... ............... /(4) PRU AUT I t� , /I I.......... -- ----------- .......... ---- -- - - ................... . ............ .......... .. ..... .. .... ...... DUALFRONT TOWN HOMES (8 ITE . . ......... ...... ............. .. .. .. .. .. .. ........ ....... .. ..... ..... .................. ---- - - I ......... SAN IUNITS) (4) FOT GAR CAR AME f-(1) ACE OGL.4 I. . ........ . I(4) ARO ABR I............. fm 8tivt 0 . . ............. ... ..... .. -------- -- --- . .. . ... .. . .. ........ ...................... ............ ...... �10) LIR BIG 0 0 IFOT GAR (4) IIIPARKING LOT 1 I.. ... ...... fIII7- IIu 74' I-RU AUT, (7) 7TH- 221 IDUALFRONT IILOT1 0 TOWN HOMES (8 PARKING ....... . .. . .......... UNITS) I............ .. .... .... . . ............. ... ....... . .(4) QUE PHE I.. ............. 0 .. . . .............. . . .... 00/ ........ .. (2) MAG ALE (1 1) ILE AME kD) 0 TH - 22' IET CIM (3) CRA HAW II< ...... I.RKING LOT 1 I fI... . ... . ...... 77 ..... — — ----- 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' QUEPHE QUERCUS PHELLOS EVERGREEN TREES BOTANICAL NAME ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME AME GRA AMELANCHIER X GRAN DIFLORA'AUTU MN BRILLIANCE' CER CAN CERCIS CANADENSIS COR PRI CORNUS FLORIDA'CHEROKEE PRINCESS' %_.� F\ /_,� Fit-% v v RATAEGUS CRUS-GALLI'CRUZAM'TM MAG ALE PRU AUT PRUNUS SUBHIRTELLA'AUTUMNALIS' SHRUBS BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS ARO ABR ARONIA ARBUTIFOLIA'BRILLIANTISSIMA' CLE CAL CLETHRA ALNIFOLIA'CALEB'TM FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE S ITEA VIRGINICA'SPRICH'TM ,VI1B MUF VIBURNUM DENTATUM'BLUE MUFFIN' GROUND COVERS BOTANICAL NAME HYP CAL HYPERICUM CALYCINUM LIR BIG P RIOPE MUSCARI'BIG BLUE' IA RKING LOT 1 < yo 0 r G y III-1) ILt L I0 0 i I lu 2 TA I L, o II9 II5 TH - 22' IIIIIA; III I& I......... .... ...... . ........ .. EXISTING STREET TREES ------- - ---------------- IIv f...... ...... .. . ... ---- - ....... ... .. . ........ .. ...... .. ... . ..... .... 0 0 . .... .. . .. ..... .... ...... ...... .... . ISCALE 1"=20' .. . ...... 0 20' 40' �pJ,TH !�o jWK W, RA 'MI _"v 147 _�k 1-1 - 03/17/2022 .7, Tel rO E C:) 0 U'l U C�4 - 0 E E Lu Lu V>) V ul- I 0 U. 0 LU V M cl� UJ = M < U 00 LL L6 Lu M > S C'4 0 0 Ln 0 01 r14 m- Go _j C) w vi 0 m (D 0 F- 0 w w u 0 V) ZD 0 z 0 U) Lu Q 0 LLJ Lu LL) Lu Q� cl� ce� CL U-1 U �_, L �,__, a- 6- 6_ CL Lu < (y) DATE 111812021 DRAWN BY M.RACHNER DESIGNED BY M.RACHNER CHECKED BY F. HANCOCK SCALE 1 11=20' u 0 1 z < < LLJ >_ Lu Lu _j 37 ce- < < u CL z uj uco _j Q .j < z LJJ 0 < > Lu C) u < r) Lu r) Q� r) 0 0 0 L0 JOB NO. 47036 SHEET NO. L 1 . 1 L c: XZ_ 0 C) ty) c 0 70 T� z CL w C) U) 0 z c:) n 0 0 0 u? (0 cy') (% (12) ILE AME -(12 PRU AUT .... .. ..... (59) HYP CAL . .......... ...... . .......... .... ...... ...... .1 . A . ... .......... ..... ..... . . ...... (13) AME GRA 0 20' 40' (12) NYS WIL (10) ILE GL .......... ......... . ........... . .......... . . . ........... .... ...... ....... . ...... T.- --------- - - - . . . .. ......... ...... ............ .............. ................... . ...... ............ m .... . .......... .............. .. . ......... ..... .. .......... ........... .......... -- -- -------- -- ......... .. 0�lp --------------- ......... .... ..... Or ......... ... (6) ILE WIN ER .......... .......... v 0 U..... .. .. . . .. .. ....... ................. . TP E TP Lu = 4-J Lu ......... . u . .............. . ...... ..... .......... . ..... LL. 0 . . ......... ..... 00( Lu 0 W LLJ ............ <k _j OD �� - ---- -- . ..... -0000 LL ............... 000%) Lu .......... . . .... .. . . ..... ...... (4) MAG ALE . ... ......... ... C) m 0- C) UN ........... ..... ....... ........... ... . ............ . ... ........ ........... .. ... . ..... . ...... (13) FOT GAR ........... .............. ..... . ..... ... ........ ...... ....... _7 F ... ....... . ...... . . . . . . . . . . . . . ....... (8) ITE SOED .... ...... ... P, .... .. ...... ........... ......... ...... ............ ............... :3 .... ..... . --------_-- . ...... .............. .......... .. ... (2) CER CP 7,(6) COR PRI:�op PARKING LOT 3 ...................... ..................... .......................................... . . .. ................... r ......... ..................... ............ /1 .1 ... . ... .. ............ ......... ............. ........... ...... ................. ......... . ........ ................. ................. ................... . ... .................... U (15) F .......... ................ .......... . . ................. .... .......... :(15) ................. Lo 3) MAG ALE ITE SPR CER CA - ----- -to) Lo PLA .................... ... ....................... ........... o ul .............. ......................... ............. ...... .... ... . At .............. ............. (206) LIR ........... BIG (19) CLE CAL, ­'(2) CER CAN 6,779 SF OF i,`� I . . . . .. . ...... ..... ......... RIVE GAR G .. . ........... .. . .. ...... (4) U RA HAW RECREATIONAL FLORA VIEW D 77' co __j c:) uj AM .............. .......... 1,0 F- Jv (10) PLA OCC ENITY S CER CAN/ FKU AU I . ........... .. . .................. (38) LIK bl(3,, 1v TURF f 7- :D AF PLAYGROUND -(7) LIQ C E ......... 0 2,112 SF TU F A . .. ..... .................................. ..... ......... ............ ....... . ...... ............ 7 ...... . . ...... .... ....... ............ ..... 0 TURF < ............... ..... ............. .............. LLJ . ............ > . ....................... U.1 ........... ............ .... ........................ ...... ........ u ........ .............. < 0 V) > ------- OPEN ............... .. ............. I x (2) AME GRA .. ............... ....... . Z:) PARKING LOT 2 SPACE m �!'� — 0 4,434 SF z > ..... . ........ m ........................................ ............. . ................. ........... 8 TH 20' ........... 6 TH 20' 6 TH 20' Z m r z 0 mm ............... . ............. 0 c/) 22' 5 TH .............. f 0 . ....... ...... z ........ ... z U) ----7/'(2) QUE PHE ...... 01 ..... .. .. ... . .. CER CAN ir (2 v (6) PL-1 BET CIM 'o ..... ... ... ... .. .. .. .. .... PARKING LOT 2 TURF ... . . ..... Y, I........................ ........ ................ ... ...................... z ---------- ......... y f .. ...... ..... +1 m > X X X A .. .... . .. .. .. .. .. .. ............. 7i TUR\F ----------- 0 �E OGL /,�`I) BET C11.1 ...... TU F (2) QUE PHE ... ......... .. .. . .... ..... m T ..... ..... 11�1 . ....... ......... ...... . .......... tr­'__­. Z (D 50 (18) ULt= UAL m bi SWEETBAY STR M AG ALE 1(2) A C E 0 G L ............ . v ---------- -- z m . ..... (4)'CRA Id"AW I; ......... . . . ....... z 0 EET IT m --- (2) QUE PHEl R BIG — .......... . .. ........ .. . (2) P U AU T­ ... ......... 8"'V(90) LIR BIG R . ........ Z > . . ............. cn 7 TH - 22' .... . ...... (1) PRU ALi ......... . . . ......... . ............. . . / - -----­-------- . ..... (89) LIR BIG / T z (3) COR PRI 0 0 v_ . ...... . .. . ......... z . ..... .. .. ...... > . ......... ..... . ...... z . ....... .. . ... ..... . . .. ..... vv .... ...... ...... . . ...... ... 0 t v /r -0- . ........... . 6 TH - 22' 10 (1) AM E GRA: .. .. . ...... m 7 Tri - 2 (6) ILE WIN ,RU /AUT YS WL F . ..... .... .. .............. .......... 0000 ----- -- - --- 1, ... ...... _7 PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED'TM CARAME 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 AME GRA AMELANCHIER X GRAN DI FLORA'AUTUM N BRILLIANCE' CER CAN CERCIS CANADENSIS COR PRI CORNUS FLORIDA'CHEROKEE PRINCESS' CRA HAW CRATAEGUS CRUS-GALLI'CRUZAM'TM MAG ALE MAGNOLIA X SOULANGEANA'ALEXANDRINA' PRU AUT PRUNUS SUBHIRTELLA'AUTUMNALIS' ........ .. 1 z .... .... .. qg� . ...... .. .......... - - ----- .. . .. ...... .... ...... . ..... . .... ....... .......... ...... .. . ..... ....... Aff . . .. /nv s). Af "XI, iy v ..... .... ... 'EXISTING STREET TREES ........... Nv i "M c a� v 4 .......... W rg 1: imp" m ..... ..... -------- �k �7 ng H .......... . ..... .... 0 R - ----- ---- .............. Z 0 N R 0 A D 'o SHRUBS BOTANICAL NAME AM E CAN AMELANCHIER CANADENSIS ARO ABR ARONIA ARBUTIFOLIA'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' X1 ;Af JI PIN, z . . . . . . . . . . . . .. ....... _A­ 7 0� V ------ -------- - ...... .... 7" - ----- ....... .. .. 7 ............ . . ............. . 7�7_ EXISTING TREE KEY . .... ....... f ...... 4 ............ ... .. . .... ........ . ........ TRAIL BUFFER 4,906 SF NOTE: .. ... . . ... -THE PLAYGROUND SHALL BE THE ALLREC SYNERGY SY-3013 WITH A f KAHI r. RA.1qF nR AN APPRnvF= EQUIVALE .... ... z 0 u (f) Lu 0 LQ uj uj uj > C) 0 C) 0 Lu Z) :3 u u u (i ()� C4 LL1 LLA CL uk-1 C) r 'L CL CL Q� Q� Q) (Z) Q� Q�� Lu rN I- < C.) Q) Q) Q) DATE 111812021 DRAWN BY P4. RA CHNER DESIGNED BY P4. RA CHNER CHECKED BY F. HANCOCK SCALE 1 '1=20' lr4- od u 0 1 71, < i < CL uj > uj uj j < U Lu u Lu 0 <� > r 2: D LJJ 0 1--j u < ui 0 0 i>> 0 JOB NO, 47036 SHEET NO. L1.2 0 0 0- 0 co 0 _T 0 0 0 (D CL U) z 0 b cu E -0 c: c: (1) co U) c: Q_ 0 =) C) 0 U) Z U) (n 0 x Q) F_ a) 0 CL 0 0) c: CIO cu U) X a 0 (D t6 c 0 a) 0 E -0 0 -0 0) T 0 0 U) (n .2 (u cu U) 0 L) 0 (D �u 0) a) E L U (0 73 LO O N N 0 N 0 0 a. 0) -P U) a w z U) w 0 z w n 0 U) z 0 N ❑ U a� U) 0 0 r Y U 0 m i 0 0 0 0 i 0 U) L_ INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP X3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE NOTE: STAKE EVERGREENS 6' 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 CONTAINER 3 X ROOTBALL �l DIAMETER f EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP X3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS 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 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 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 _W CROOT BALL 12 GAUGE GALVANIZED WIRE �- 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE 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 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. HEIGHT VARIES WITH PLANTS 12" MIN. 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 PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL ACE OGL 8 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2" CAL. B&B 425SF 3,400SF BET CIM 9 BETULA NIGRA 'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 2" CAL., 10' HT. B&B 431SF 3,879SF CAR AME 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2" CAL. B&B 206SF 618SF LIQ CHE 7 LIQUIDAMBAR STYRACIFLUA'WARD' TM CHEROKEE SWEET GUM 2" CAL. B&B 250 SF 1,750SF NYS WIL 12 NYSSA SYLVATICA'WILDFIRE' WILDFIRE TUPELO 2" CAL. B&B 137SF 1,644SF PLA OCC 15 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2" CAL. B&B 1308SF 19,620SF PLA BLO 11 PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 2" CAL. B&B 395SF 4,345SF QUE PHE 10 QUERCUS PHELLOS WILLOW OAK Ti" CAL. B&B 395SF 3,950SF =39,206SF EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL ILE AME 39 ILEX OPACA AMERICAN HOLLY 1.5" CAL. B&B 56SF 2,184SF JUN EAS 45 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. B&B 32SF 1,440SF =3,624SF FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL AME GRA 19 AMELANCHIER X GRAN DIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 6'-7' HT. B&B 130SF 1,950SF CER CAN 12 CERCIS CANADENSIS EASTERN REDBUD 6'-7' HT. B&B 124SF 1,488SF COR PRI 15 CORNUS FLORIDA 'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 7'-8' HT. B&B 124SF 1,860SF CRA HAW 11 CRATAEGUS CRUS-GALLI 'CRUZAM' TM CRUSADER COCKSPUR HAWTHORN 6'-7' HT. B&B 184SF 2,024SF MAG ALE 14 MAGNOLIA X SOU LANGEANA'ALEXANDRINA' SAUCER MAGNOLIA 6'-7' HT. B&B 145SF 2,030SF PRU AUT 24 PRUNUS SUBHIRTELLA'AUTUMNALIS' AUTUMN FLOWERING CHERRY 6'-7' HT. B&B 77SF 1,232SF =11,720SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT AME CAN 14 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY 18"-24" HT./SPRD. B&B ARO ABR 27 ARONIA ARBUTIFOLIA'BRILLIANTISSIMA' BRILLIANT RED CHOKEBERRY 24" HT./SPRD. CONTAINER CLE CAL 37 CLETHRA ALNIFOLIA'CALEB' TM VANILLA SPICE SUMMERSWEET 12" HT. 1 GAL. FOT GAR 51 FOTHERGILLA GARDENII DWARF FOTHERGILLA 12" HT. 1 GAL. ILE GLA 21 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 12 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ITE SPR 62 ITEA VIRGINICA 'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. CONTAINER VIB MUF 8 VIBURNUM DENTATUM'BLUE MUFFIN' BLUE MUFFIN ARROWWOOD VIBURNUM 12"-15" HT. 1 GAL. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT HYP CAL 59 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER LIR BIG 1,147 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 1 GAL. CONTAINER =54, 550S F 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 1 LARGE SHADE 1 LARGE SHADE PARKING LOT 2 TREES PER 10 7 PARKING SPACES 7/10 = .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 54,550 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) = 60,683 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 50 CONNECTION # 1 MEDIUM SHRUBS PER 10OLF 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 13 FLOWERING 13 FLOWERING PEDESTRIAN 4 FLOWERING TREES AND 4 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 290LF (290/100) * 4 = 11.6 TREES AND 12 TREES AND 12 CONNECTION # 4 MEDIUM SHRUBS PER 100LF MEDIUM SHRUBS MEDIUM SHRUBS �A�TFi OP �WK W, HA�l 0.14� 03/17/2022 U -7,Te l fn E O N OV N � E w e E C Q U. o LU O aJ U0M0 w -5 —Sri a°-> orq (D Uj N d z r ���Q U j F- `t CLn rn O N a Zj a d- 0� Ui 0 _ 0 w U z 0 U) ZD 0 ID z O a H U U) W W W W O O > coo Uj 0000 �UUU wwww z a a a a �wwww U 4 4 Z Q 4 j S j S N N N N N 0 0 © o 0 w N \\\\ N N N N \ F- Q N � N M N 0 ���� 0 0 0 0 0 JTIM 111812 021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A JOB NO. 47036 SHEET NO. L2.0 c a� ❑ c� 0 N N N (N C O 0 n m U) J W z Q C/) W F- O z W U C/) z C� N J U N O L Cn Y U O M "O O O O M O ASTM Use Zu! leb f Oft, r Eq u i PH I lent 3.5" Arch Swing Frame (swing) 32'x 24 p 11 1 iiiii���rr 1111, 1 '-11 1 1,11iiir� Novi Climb(climber) 12.25x 18,' Ant Hill (climber) . ' O' NOTES: 1. EQUIPMENT SHOWN IS FROM ALL RECREATION. EQUIVALENT EQUIPMENT CAN BE SUBMITTED FOR APPROVAL UPON REQUEST. Total Area: 44'x 48' 48" ROCK N' ROLL SLIDE 3.5" ARCH SWING ANT HILL CLIMBER M E O 0 Ql V N N C: Q � > E W E ~ Lu U. Q � o � 0 L W 0 2 J U oo W J —uj a�o°i fn LV N 3: 0 x Qd a '- o g Z3 V > �- a CLn O CT M d' 00 J O W lD F-- ui 0 H 0 w W U Q Z 0 U) ZD 0 1= z 0 ry U U) ui o ww Lo H W O O D! 0 0 U U ww �aa CL 0.aa DATE 111812021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. 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Lumens Arrangement [M-ANUFAC] Description -� 3 V3 1.000 21003 SINGLE U.S. ARCHITECTURAL LIGHTING VLL-PLED-III-W-SOLED-700irA-WW + 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 Calculation Summary Label CalcType Units Avg P9ax Min Avg/Min Max/Min Parking Lot Illuminance Fc 2.21 4.5 0.8 2.76 5.63 ++++++++t+++ + 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 Prepared by: LIGHTING VIRGINIA CENTRAL 4000-2 Southlake Blvd. 0 0 a a 0 a.a a.a a.a + a +a.a +a.a +a.a + a +a.a +a.a Richmond, VA 23236 Tel: 804-379-7777 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 + 0. + 0.0 + 0.0 NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO `PHIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLc. + 0. 0 + 0. 0 + 0. 0 + 0. 0 + U. 0 + 0. 0 + 0. 0 + 0.0 + 0.0 + 0.0 + 0.0 + 0� + 0.0 + 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN O��j 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 + ........ 00 + 00 + 00 + 00 + 00 + 00 + 00 + a + 0.0 + 0.0 + 0.0 + 0. OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, ARID MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. SCALE 1"=30' 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, + a. a + a. a + a. a + a. a + a. a + a. a + a. a a + a. a + a. a + a. a + a. a MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE 0 3 0' 6 0' 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 LAP•iP, BALLAST, AND LUMINAIRE + a. a + a. a + a s + a. a + a s + a s + a. a + a. a + a. a + a. a + a. 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. NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR + ..... 00 + 00 + 00 + 00 + 00 + 0.0 + 0.0 + 0 . + 0.0 + 0.0 + 0.0 a. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER TF.ADI ,000 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. 0 0 0 0 0.0 0 0 . 0 \ 0 0 mE 00 0)0 N Ui N W _e E -, _ > o U. o � 0 O <JUOM0 a.J -LU CD rn prn N N r: U)v > Q c Ln rn O N � M a. d 00 J "� 0 H 0 w w U Z 0 0 U I.0 O Vj LU C)U 000 U v v www a. a a W W (Jr) 1, a a a N w N N N Q N N 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GA YNER CHECKED BY B. CICHOCKI SCALE 1 "=30' 06 0 U z 0 < < wa_ m� QU w W m � r-1 Q L LI LL w° o o O U a- 0 i 0 0 Z D 0 U) JOB No. 47036 SHEET NO. h p El.0 i 0 U C O O a O CL 0- 0 in CL 0 0 �O O � CL Z Q O O 2i C T h- w 4-- E O O C C N C4 � 1 0 D U r N y L '> axx N O +� C � O O Q Q LO M U N C >< O_ U C � U y a c U O g D LE5 J � O � n O n U 7 L �(n n C O U 5 2 n � v ;= - E Submitted Date Jun 28, 2021 a ttststsrit�t l: 11, . 5 ..h : v : �yr¢{ 11, f;1,1,1,141,i e iI » . Transmittal it �11,v��11 �� s45 GiN�Y L` Lighting Virginia -Central �Iltz'i(£f�.i `t 1.Sou 400 G2 thlake Blvd. I�r ::t:a:.ra:.::,t,::::a:1:,, , f [,,,:,:, , ,:,<<:,:_ 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 ❑ 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 VLLL-PLED-Ili-W-80LED-700MA-NW-1- M 25' POLE American Lite Pole RNS-25-40-11-AS-DM19 FF00009 Liqhtinq Virginia - Central phone 379-7777 fax 804-379-7778 cTt C_ w 0 V (a 2 0- CD CO W U a) a) = r) , a) U O m O O O U) C) I`- C7 C) M Page 1 /1 Paqe 1 /1 Job Name: Southwood Subdivision Architect: TIMMONS PROJECT NAME: SOLID STATE AREA LIGHTING FIXTURE TYPE: VALULUME SERIES -PLED S P E C I E i C A T I O N S OPTICAL HOUSING Heavy cost low copper aluminum (A356 alloy; <0.2% copper) assembly with Integra! cooling fins. The Optical Panel mounting surface Is rnllled P,at (surface variance et .003' over 12') to facilitate thermal transfer of heat to housing and cooling fins. Solid barrier wall separates a tioal and electrical compartments. The optical and electrical compartments are integrated to create one assembly. Minimum wall thickness Is .188", ELECTRICAL HOUSING, wl 11'4TEC: RATED ARM Heavy cast low copper aluminum (A356 alloy; <0.2% capper) assembly with int4gral cooling ribs surrounding the electrical compartment and a flat surface on the top of the arm to accommodate a photocell receptacle. Solid barrier wall separates optical and electrical cornpartrnents.The optical compartment and electrical compartment with the Integrated support armcombine to create one assembly. Minimum wall thickness Is .138', Cast and hinged driver assembly cover is Integrated with wiring compartment cover. PL.Erx° OPTICS Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. LED optics I PATENTPENDING completely seal each individual emitter to rneet an IP66 ruling. In asymmetric distributions, a micro -reflector inside the refractor re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an TOP VIEW emitter and all refractors are retained by an aluminurn frame. Any one Panel, or group of Panels in a luminaire, have the some optical pattern. LED refractors produce _ standard sitelarea distributions. Panels are field r replaceable and field rotatable in 901 increments. -= LED DRIVER(S) Constant current electronic with a power factor of >.90 --- _ _ v� - �� and a minimum operating temperature of-40'F/-40°C. C - -- - 'j' 'i Driver(s) islare UL and cUL recognized and mounted directly against the Electrical Housing to facilitate thermal to facilitate 15.25- 31. I -08k_)� ;e7"-) - 1 transfer, held down by universal clamps easy removal. In -line terminal blocks facilitate wiring between 1 the driver and optical arrays. Drivers accept an input of --T- 120-277V, 50/6OHz or 347V-48OV, 50,601-1z. (0 - IOV 6' dimmable driver is standard. Driver has a minimum of 3KV !4 internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) FAOtrI YAW SIDE VIEW LED ENUTFER S High output LED's are utilized with drive currents ranging from 35OmA to 1050mA. 70CRI Minimum. LED's are available in standard Neural White (4000K), or optional Cool White (5000K) or Worm White (3000K). Consult Factory for other LED options. I:IP 13tf Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 1401F, Four step media blast and ironphosphater pretreatment for protection and paint adhesin.40°F bake for maximum hardness and durability. c �L us WCEINTHE ue"m 2019214 dQ't4v A— O.h,v.,' .. CA'A3c51 U.S. Architectural Lighting »..» 661)m3 j r .',W)23,11 = U.S. ARCHITECTURAL nrnxan :I%Q_ _--- - Submitted by Lighfin2 Vir inia-Central F!<`k # Job Name. �_ l�j ''� ' Southwood Subdivision i�*, _ IRGINIA..:Architect: TIMMONS VALULUME SERIES - PLEI� POLE DRILLING TEMPLATE WALL MOUNT PLEW MODULES 16,25" "J1 6 e a j� & (387mm) I 0 a 0 t* 4 0 0a 0Z 0 &0 c,L. 2" (Slmm) r�aaMa.e aaue,B -� ee mat e. � r Fee eo a �(If#Gc + 1.25" (32rnrn) * � e v e e * v v' e� --t- d" i~-'"'_-- 33.5" i a 80 LEi)AirCt WlREEWAY (102mm) NOM. y 7 .56 3"DIA. i (787mm) -___„� -- }- VLL PLED _ ._-- _.-....__..- ._._ _ \\ EXTRUDED ALUMINUM ARM AND CAST wt sl *aaa `� .406" DIA. lomm ALUMINUM WALL BRACKET ASSEMBLY Available in: '? ,a �t, � (3) HOLES PROVIDED WITH BUILT IN GASKETED WIRE 80 &40 LED Array ACCESS FOR FIXTUREISUPPLY WIRE CONNECTION, 40 LED Array WALL PLATE drive System HID No. of LEDs Current watts Equivalent __ I I 35OmA 45 70 - 100 _ � 40 525mA 66 100 - 150 7" SQ. +�_ 6.5" 700mA 91 175 (178(140mrn) 1050nnA 142 200 - 250 35OmA 92 160 - 175 - ,S0" Dlk 80 525mA 136 200 - 25a_.__- � , 5.5Y1 -f J l (13rnm) 700mA 184 400 (14OFnm) (4) HOLES 1050mA 2+64 450 % oy' 0Rt{4g,e vz. >`<9i;11i1p;:a; VLL-LED/PLED-V-SQ/80LED-700mA/NW/277/I/RAL9005 � 6 "'' ).laf D TCsle ,,,,T-, ' '', No. LEDs DRIVE COLOR ; £ i' ;' M mr, j i I STANDARD s i f - r 1 1 ,t 1 f '�C f F t 1 ?i ill f f 1 1 t I I I £ £ £ i's;�p-.F:i::tr TEXTURED FINISH URRErti TEMP CCT li f 1 I I' .f £ r'3 f f f f f f ':'f:� il'+ i i. " t"�Fl i f ,f' lFtl:t''t'1['i:'f:'i!` 1 I tl .SI�S:'f:f!< Irflff FF Ff :.( f f S �:'f.'f:ttit'•I vl;��l;t: :::;i l"l;l ''I'f: tl' �[, B."r0"i. a: f:: t ,:1: •: 3:' �t'f:' ''I' .i: 'f'i:'Ft'. ':l ..1 ,. .�j`, i f.� i'f f':F'f: t: f' ,f;, ,�.j,r j. 'r,. , �. =VLL ❑ 80LED ❑ 1050mA ❑ NW (4000K) * 1 y iilli'1 ❑ BLACK 1 Hkt �iiDOI 1'P `.,❑ T_; if £ £ F £ £ t I: f 4 t t £ f{f i £I) _ if "STANDARD I f fl f t t [ _00MN AWiK �hf t l� 'F'3t tF F)l4EW. 1 , ! t RAL 9�15-T Ir t ;3r� _qpg( ,tq�+, y� �( �j.'f f t t l 1 1 1 F F f f , F 5 .F F f f t'f Lt lf11�1tStfSfj T6la { 1 ❑ 40LED ❑ �{ :' 700mA [] CW (54X30K) .` " is{�S } 13 s fs L Ij. i t F fI3F j. i 4 ! t If [, s, ', FIS : ! fli j'j f i' <_ S, tt. j f f .�'y €p'�;c �j WHITE i t .P, ,6LP"&Y'Fa, .:;• ,�j,j i t ❑ 525mA St 'f I I £ f i f F ® ❑IlBYYr-I.' ,,L' f f f - [ f S S f f f ;. ❑ WW (3000K) F RAL-9003-T l f f ,iye! !t l lf.fl i l 31 1 £ f i p {,j (gr . .. ,. 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[ [t'£ I I F,x::'7 Ili x v.<,tl,v,r f>r!> t t t i [ £ f : v r : , ,, .:si �vry�.(y�,,vI." ,.,,.,v..,... v. .r ., r.,...r !_..,L/, 1..... .. ...... /../..5.`LL..L4L`2.1 .. r. ,....i., ,,.i.,s.: .:.. .+ ......, .:,.: 1,.., �1,...,.+., ,.. .,.1vG /. i/....... w ,,.,,..,. ale,'^'.°:....,a...,..... .. ./.:/.:1..,./,... .... 1 40 LED 40 PLEDr,> Optical 10,240 - 9,728 - 10,752 -- 85,000+ AO*F 87 120 0J3 Module -700mA 11,749 11,162 12,337 277 0.31 ---- --- 347 0.25 -- ;' A11 .,t,; pt. -s; i i �- 'I :'iti- f Tf. �f S Fl i 'if Ft'it vl+lv I f£ f f f i£li f'f'f:'f: f i i :�3t'f:'i1'i{iv-F1'FI'FI'F!'f.' 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F.. ££:i :l. rt tf : IF f it 3 34?.. t ((��_ i, t dlr. rLrL:W1.:t.�15Lvi?t..t. t.. ..,.., +.. ..... +... ,. 1....C.3..:..,... .f.., ..., ... ........... ....... .. , ,...:.,:. . ...,............ ,... ,.......,. .... .. , ,.., ::..:..,.+ + . , . ....+..a:..... .. .. 80 LED 80 PLEW Optical 10,824 - 10,283 - 11,365 - 85,000+ -40°F 86 120 0.72 Module - 35OmA 12,419 11,798 13,040 277 0.31 347 0.25 NOTES: 1. Max Input Amps is the highest of starting, operating, or open circuit currents 2. Lumen values for LED Modules vary according to the distribution type 3. System Watts includes the source watts and all driver components. 4. Fuse value should be sufficient to protect all wiring components. For electronic driver and LED component protection, use I OKV - 20KV surge suppressors. 5. L70(9K) -TM-21 6x rule applied WARNING: All fixtures must be installed in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury ,5WWe t X-iuo 0. PdaxiW5. CA9355i U.S. ARCHITECTURAL U.S. Architectural Lighting Kxxx:(661) 23,a2DA Fox(661) 339-2M1 wwwl aggcan -'' Submitted by Liahtinq Vi Job Name: Southwood Subdivision Architect: TIMMONS -i DETAIL 3 POLE HEIGHT 25' (FT) 1 3'°x5" REINFORCED HANDHOLE Cal 0` -W/COL/ER, B0L I',8ACK--UP BAR GROUNDING LUG TAPPED 1 /2"--13NC 1811,DETAIL 2 -DETAIL 1 .�..-A _ ..__.__.._.L_ 1'_- ------- BASE COVER :I ;.., t + - a' 4 0° VIEW .4: si. a 2/3 - - f ❑ T20 (2,38" OD X 4'° TALL) I � ❑ T25 (2.88" OD X 4'° TALL) ( I ❑ T30 (3.50" OD X 6" TALL) - ❑ D 19 ( ❑ D28 Lbw 7 r. i ElD29 �6 r qq 4 o ❑ D39 J-00 I ❑ D32 � ❑ D49 :Q d'-fly O fl4SE HANUfiOLE ON O OfdEKTATION. I DETAIL 3 PULE TOP CUTDOWN TO 22.5' WITH 30" CONCRETE BASE BY OTHERS FOR OVERALL HEIGHT OF 25' PAINTED TO MATCH LUMINAIRE D19 - DRILLED FOR SINGLE LUMINAIRE 0. *.a 7.50"-8.50" 80° %- BOLT CIRCLE __________�,� _/�_-- / 0 , \ r 1 r " 1�270' 8.00" 90.1 I T I t Jf r 1 ` I r 1 \ / I - - 21-,_ ___ _,_ -1 - -, , 0, ~ .88"O SLOTTED -BOLT HOLES I 1 (TYP) I II I I I € 1 75° I l DETAIL 1 1 BASE PLATE ANCHOR BOLT TEMPIATE # --j f- - .75„ ABT-080-4 _ HEX NUT 3c V•dASHER (X2) A.Q. 17.00" PROJECTION 3.75" + Tpd d. �Y rii� . . , :.. . . - 3.00" A. a .-a DETAIL 2 t -_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 D1.1 MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)MRA1I0N DISCLAIMER: ALTHOUGH RARE, 14BRAMNS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR fN STRUCTURES OF ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING VARIABLES, VIBRATIOM ARE GENERALLY UNPREDICTABLE THE USERS MAINTENANCE PROGHm StiOUW INCLUDE OBSERVATION FOR EXCESSIVE VIBRATION AND EY,AMINAiION FOR ANY STRUCTURAL DAMAGE. ALP 19ARRANTY EXCLUDES FATIGUE FAILURE OR SIMILAR 1`100 L'iA RESULTING FROM INDUCED WRAT10A H,00NIC 0SCII.LA110N OR RES(XANCE ASSOCIATED WI1TH MOVEMENT OF AIR CURRENTS AROUND THE PU E. m __ _ ____ LOADING DATA -_-- --- DESIGN CRITERIA: 2()() AASHTO LTS-5 WIND SPEED(mph) g0 100 110 120 130 140 150 3 SEC GUST EPA F F2 - WEIGHT (ihs) 40 40 40 40 - - - MATERIAL DATA COMPONENT ASTM ----POLE SHAFT A500 GR.B BASE PLATE A36 ANCHOR BOLTS I F1554 GR.55 MISC. .STEEL I A36 ANIERICANL1TEPOLE t�r.v, Fl,Ait. Ifni r vl:aIvly IJcaunlrIIVly 2800 S. [MEN, SUITE 200 PR0JECT NAME: Po NUMBER- WOF: Dwc lrr: TORT WOTRTTI, TX 76109 N ...A.- merican817-92�682 PF. 817-424709 FAX QUOTE NUMBER: ScHKD sr:X {gam' ** CONE�ENIN THIS TTAL" DESCRII''P�TiIO�'pN::j �r 7�� q �/'^�T_T+7 �f j� �� �; ( � �T("'t�r/��! �j �v jam' 5 'TWFR*HiH4 AN CANFIDE DALUNAUTHDIM D ROUND ST�['I.1.1»].RT V.J�1`E L ANCHOR BASE DRAWING NUMBER: Rc^J: PftOFYd1t7ARY fUYD CDNFID£iv7Utr_ UNAU'ITirAUZED DUPLTCATRM Oft DISSEMINATION OF TM DOMMENr IS RN,S'-25-40-11-AB STRICTLY PRMBITED WrIAaUT PRIOR WRrrTE7f NOTICE 25' x 4.0" x 7 / (-T [� FROM AMERICM ITTE POLE. .l 1 1 *J t� rO E O N Q cV � � E W N E V t-- N a >- Q" 0 I- 0 LL O � o�,� a J U 00 W Jn H - I Q1 ( UA o 4 Z�.4;� 2 _1 < !L 0a 73,,I. U7 = C N = U j i0 F- Q C O N L_ (y) 0- 00 J l0 i- V) O Z) Of 0 W W F-i _ U Z O U) 1--1 LL ZD O 0 0 i 40 L� z O CL I.-1 U W [' h O WWu.I t!'1 Z Z Z W 0 O O FY � t Z) Z) j 0 � 0 www Q. CL a Zwww 0,[, I` �_ Q Q Q � Q. j j t`i ry T"1 N w NNN'\ Q N ko N Q O � Z DATE 111812 021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. JOB NO. 47036 SHEET NO. E2.0 0 0 Z3 -0 ai 0 C N > m 0 N CZ O rn 0 Q t..- Q C (a 0 70 a) W :3 W O M CU Q ,_ 0 q) O c N 0- :3O �0 C� o(D "Z a) O 2 2E O 2E c >, I- M 4- E O -0 C:c a) M rn c In O O C (7 L U) z U)O m C. 2_ � x -- a) I O O a- -E Z3 W O Q= 0 '§ Q a) � U)CU O U (n c aa) O O 0 L ::3 y ,, rn (0C W O C L a) o E 0 C N 0 0 O O C U) (n .2 O 0 -0 :3 N (6 C: N O (6 M 0 +a O 0-0 (n a) m }' L E I'-- mitted On: Apr 3, L -- --- _------- --- mitted On: Apr 3, om