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Home My WebLink AboutSDP202100066 Plan - Revision 2022-01-05SOUTHWOOD PHASE 1 -BLOCKS 9, 10, & 11 SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: LIMITS OF DISTURBANCE: 7.97 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY WILLIAM S ROUDABUSH, JR. 1974 ROUDABUSH, GALE, & ASSOCIATES, INC 2003 ROUDABUSH, GALE, & ASSOCIATES, INC 2015 BENCHMARKS (SPOT ELEVATION) AT THE INTX OF HICKORY & BITTERNUT ELEV=451.0 DRAINAGE DISTRICT: MOORES CREEK 09000-00-00-001 AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001EO PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001DO PARCEL AREA: 86.80 DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP OF ALL PARCELS: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 ZONING: REFER TO ZMA 2018-003 FINAL SITE PLAN REF. INITIAL SITE PLAN SDP202100006 COUNTY OF ALBEMARLE, VIRGINIA TOPOGRAPHY SUPPLEMENTAL TOPO LOUISA AERIAL SURVEYS, INC. TIMMONS GROUP P.O. BOX 340 28 IMPERIAL DRIVE MINERAL, VA23117 STAUNTON, VA24401 DATE OF PHOTOGRAPHY: 03/23/04 TELEPHONE: 540.885.0920 DATE OF COMPILATION: 02/02/07 CONTACT: PAUL HUBER, L.S. PAUL. HUBER@Tl MMONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS ' WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. TOTAL IMPERVIOUS AREA = 4.63 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. BUILDING HEIGHTS: MINIMUM BUILDING HEIGHT PROPOSED IS 2 STORIES (25' REVEALED ON HIGH SIDE OF TUCK UNDER TOWNS) AND MAXIMUM BUILDING HEIGHT PROPOSED IS THREE STORIES (35). STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH THE USE OF A STORMTECH ISOLATOR ROW, A STORAGE PIPE, AND A CONTECH JELLYFISH FILTER. AGRICULTURAL/FOREST DISTRICT: NONE SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[] NO[X] ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. NOTES: 1. 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/ TOWNHOMES 220 86 D.U. 641 13 34 47 30 17 47 BLOCKS 9 - 11 TOTAL 86 D.U. 641 13 34 47 30 17 47 APARTMENTS/ TOWNHOMES 220 121 D.U. 886 19 49 68 47 34 81 BLOCKS 11 & 12 TOTAL 121 D.U. 886 19 49 68 47 34 81 APARTMENTS/ TOWNHOMES 25 D.U. 185 3 9 12 9 5 14 SINGLE FAMILY 22 D.U. 252 5 14 19 15 9 24 VILLAGE 2 TOTAL 47 D.U. 437 8 23 31 24 14 38 CUMULATIVE TOTAL 334 D.U. 2694 53 145 198 140 89 229 1/18/2021 Ga< I- I SITE LOCATION VICINITY MAP 111=10001 DEVELOPER: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVILLE, VA 22902 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 Sheet List Table Sheet Number Sheet Title CO.0 COVER CO.1 CODE OF DEVELOPMENT TABLES 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: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ■C17_101:III III LYp1CilLTAlq�11 APPROVAL DATE Bryan D. Cichocla lie. No. 53741 /Z/404( Y,&-z 4 N z 0 f f DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1�1 1� 66 0 l--1 V , U 0 .j W w J Q Lu 11 w J 1� Q 0 `L U W O O U 0. 0 0 0 0 V/ ]OB NO. 47036 SHEET NO. C0.0 L TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL&PATH TRAIL&PATH REC. AMENITY& REC.AMENITY& TOTAL GREEN TOTAL GREEN TOTALAMENITV TOTALAMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONALAMENITIES&CIVIC SPACE BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENIN PROVIDED CIVIL SPACES CIVILSPACES RECREATIONALAMENITI ES&CIVIC SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED PLAN(5) (ACRES) REQUIRED (ACRES) (ACRES) (ACRES) (ACRES) REQ. (ACRES) PROV. (ACRES) (ACRES) ACRES (SF) SF) 1 1.80 6.97 0.23 0.00 2,000 LF CLASS BTYPE IPRIMITIVE TRAIL 8.00 30,000 SDP202000046 0.80 0.05 0.05 405 LF CLASS BTYPE 1 PRI MITIVE TRAIL 0.80 2025 6DP202300062 6.75 0.19 0.19 1691 LF CLASSBTVPEIPRIMITIVE TRAIL 6.75 8455 TOTAL 7.66 a24 0.24 TOTAL: 2096 LF CLASS B TYPE 1 PRIMITIVE TRAIL 7.65 30,480 z o.l0 1.10 0.20 o.ao 740 LF CLASS B TYPE 2 PEDESTRIAN TRAILTHI0.810.171,493 1.4o s,7oo SDP202000048 0.29 0.03 297 LF CIASS BTYPE 2 PEDESTRIAN TRAIL 0.29 14911, "003 LF CLASS B TVPE 2 PEDESTRIAN TRAIL 1.118960TOTAL 1.10 0.20 TOTAL: 1,790 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1.40 30,441 3 0.00 0.00 0.00 0.00 0.00 0.00 SDP2020o0048 0.00 a00 a.00 0.00 0.00 a o.00 a.00 o.ao o.ao a.00 o.ao SDP202000048 0.00 0.00 0.00 0.00 0.00 5-8 0.00 0.00 0.12 D.31 0.23 10,600 4,415 SF PLAY FIELD 1,866 SF TOT LOT S00 SF N EIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 600 LF CLASS B TYPE 2 TRAI lSa 2,707 SF GARDEN 4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY` 1, L35 SF PARK 3,940 SF PARK 1,855 SF PARK 2,565 SF PARK 220 LF TRAIL PEDESTRIAN CONNECFIONS 74fi LF CLASS BTYPE2 SDP20200W98 1.30 0.11 0.62 TRAILS 0.97 2712 7,1005E PARK 6DP202100062 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 0.13 500 SF NEIGHBORHOOD PARK 0.63 22,700 2,112 SF PLAY GROUND THIS PLAN 1.64 0.51 0.32 2,170 LF CLASS B TYPE 2 TRAILS b 1, 059 SF AMENITY SPACE 4,4345E OPEN FLEX SPACE 5,000 SF NEIGHBORHOOD PARK OR REC. AMENITY° 6,779 SF REC. AMENITY 1,211 LF CONNECTOR SITE PATHS 1.37 2356 SDP202100D36 0.00 0.00 0.00 0.00 TOTAL 1.64 0.51 0.32 1.37 23,560 12 O.OD 0.00 0.00 0.15 6,500 SF ACTIVE USE REC. AMENITY 0.16 6,500 BDP202100D36 0,00 0.00 0.16 6,500 SF ACTIVE USE REC. AMENITY 0.16 6,500 TOTAL 2.25 7.07 11.87 1.06 1.07 0.39 L54 10.41 11.72 58,40D 86,740 'THREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, ANDB 6FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 30, AND/OR 11 SPACE REQUIREMENTS IS CUMULATIVE AND MAYBE PROVI DED USING NOT MORE THAN 6 SPACES, NONE OF WHICH CAN BE SMALLERTHAN S00 SF DISTRIBUTED ACROSS BLOCKS DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS MAX. NON- DENSITY GROSS TOTAL AREA BLOCK NON-RESIDENTIAL S.F. S.F. TOWN CONDO/ DWELLING TOTAL# BLOCK RESIDENTIAL NUMBER OF LOTS TOTAL RANGE RESIDENTIAL °hOF (AC) CLASSIFICATION BUILDING (SF) DETACHED ATTACHED HOUSE APARTMENT UNITRANGE MARKET REQUIRED FOR FOR RENT TOTAL %OF BUILDING (SF) PROVIDED UNITS REQUIRED DENSITY TOTAL UNITS UNITS UNITS UNITS REQUIRED RATE AFFORDABLE SALE APARTMENTS NUMBER TOTAL (DU/AC) (DU/AC) UNITS UNITS OF UNITS UNITS 1 GREEN SPACE & 0 0 0 0 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0% 8.00 BUFFER 2 1.30 0 0 0 0 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0% 3 NEIGHBORHOOD 5000 0 8 6 2 0 0 4-12 8 3-6 5.7 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°b 8 24 20 44 81°� 7.10 VILLAGE 6 NEIGHBORHOOD 10000 0 0 0 0 0 0 0-31 0 0-28 0.0 0 0% 0 0 0 0 0% MIXED USE / 1.10 7 0.6o NEIGHBORHOOD l0000 0 7 7 0 0 0 o-lz 7 0-16 11.7 7 100°� 1 0 0 0 o°i PLACES 8 1.00 10000 0 6 6 0 0 0 0-17 6 418 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°,fi 14 0 51 51 53% 12 3.00 30000 0 1 0 0 0 70 13-102 70 6-34 23.3 0 0'/O 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. of Bryan D. Cichocki U lie. No. 53741 �i SSIONAL y54 M E 0 o N N C > E w v E w w 3 Q U. o 3 p LL 0 wO `mom ¢_j U000 Z a -u O .. rn CO LU rv� a w 30'x U) V) Q LU o i ry Z = U Q O F °� > 000 w M U U U ' FOR BLOCKS 9-12, 1.5 SPACES/ UNIT REQUIRED FOR MULTIFAMILY/APARTMENT RESIDENCES. a v 00 H j 0 2 a a d O d O O Q. 2 F ti p ~ O O N LU F N N Q 0 \^�N Z L/) DATE j 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 06 0 1"( V1 W 0 J U m 1■` ~ 0 Q J>ELI.z _J CWC Q G LU m r-I a J O LL W (U..� W QO ILL U ^_ 0 I..L 0 0 C) 0 0 0 2 �0 V/ JOB NO. 47036 SHEET NO. C0.1 PARKING REQUIREDANDPROVIDED TOTAL PARKING ASSOCIATEDPLAN(S) LOTS HOUSING TYPE TOTAL PARKING SPACES SPACES PARKING SPACE LOCATION REQUIRED PROVIDED 1A-1D,2A 26, 3, 6A- (2 SPACES / UNIT) X (26 (SO) ON -SITE, (2) ON CARDINAL 6E, 12, 24, SINGLE FAMILY UNITS)=525PACE5 52 HILL LANE 33, 34, DETACHED (2 SPACES /UNIT+ 1 GUEST 4, 5, 8-11, SPACE / 4 UNITS) X (8 UNITS) 18 (16) ON -SITE, (1) ON HORIZON SDP202000048/ 37, 38 DUPLEX =185PACE5 ROAD, (1) ON WARDELL CREST SDP202100019 MULTIFAMILY(2)6-UNIT (2SPACES/UNIT)X(20 �(2ADAVAN) (39)PARKINGLOT,(1)ON 13 AND(2)4UNIT UNITS)=405PACE5 CARDINAL HILL LANE (2 SPACES /UNIT+1 GUEST (28) GARAGE, (24) ON -SITE, (2) ON 7A-7H, 14 SPACE/4 UNITS) X (26 58 HORIZON ROAD, (2) ON CARDINAL 23, 25-32 TOWNHOMES UNITS)=585PACE5 HILL LANE, (2) ON WARDELL CREST (1.SSPACES/UNIT)X70 (140)GARAGEANDDRIVEWAY UNITS=105+18GUEST=123 163 PER UNIT, (23)ONSTREET/ALLEY THIS PLAN 1-70 TOWNHOMES (1.5 SPACES/UNIT) X (16 25 (2 ADA VAN) (25) ON STREET/ALLEY 70-72 MULTIFAMILY(2)8-UNIT UNITS)=24 HOUSING MIXTURE PLAN BLOCK HOUSINGTYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SDP202000048& SDP202100019 Number provided this (SDP202100006) TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 3 3-4 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 2 0 2 Habitat Single Family Detached Ownership 25%-80%AMI 40years 0-10 0 0 0 Accessory Units Rental 0•�-80% AMI 10 years 0-5 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 0 15 Deeply Discounted Units Rental 0•�-30% AMI 10 years 0-5 5 0 5 Habitat Condominium Ownership 20•�-80%AMI 40years 0-20 15 0 15 5-8 Habitat Townhomes Ownership 25%-80% AMI 40years 0-30 18 0 18 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 4 0 4 Habitat Single Family Detached Ownership 40%-80% AMI 40years 0-10 2 0 2 Workforce Ownership/Rental 60%-120•�oAMI N/A 0-10 0 0 0 Accessory Units/Carriage Units Rental 0%-80% AMI 10 years 0-5 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 Market Townhomes Rental Unrestricted N/A 0-30 0 70 70 9-12 Habitat Condominium Ownership 20•�-80%AMI 40years 0-30 0 16 16 Deeply Discounted Units Rental 0•�-30% AMI 10 years 0-5 0 0 0 LIHTCApartments Rental 30•�-80%AMI 30years 80 0 0 0 L_ ovation of the Trail is shown -on the Application Plan on page 8 of the Co f Development; how endmen exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially PROFFER STATEMENT completed prior to issuance of the one hundredth (100`s) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail 2: 03 connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) Taai Maao And Parcel Number(* 09000-00-00-001A0, 090A1shall be maintained by the County as described in section 2a above. Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be Date of Proffer Signature: _August 2, 2019 provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 31% acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMD and TMP 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent 90A1-lE (23.33 acres) which is to be rezoned from NMD to NMD. properly owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the Southwood Charlottesville LLC, is the owner (the "Owner') of Tax Map and Parcel Number 09000-00-00- public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to 001A0, 090A1-00-00-001E0, 07600-00-00-051AO (the "Property") which is the subject of rezoning application the issuance of the 300th Certificate of Occupancy in Phase 1. ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project"). FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA (SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers it SOUTHWOOD CHARLOTTESVILLE, LLC, FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: dih'bns listed below which shall -be applied to the Property if it is rezoned to thezoning district identified a Virginia limits 1 bility compare A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE ins are ypmffered as of the requested rez n / PERMITTED WITH ANY SINGLE-FAMILY DWELLING. e e that (1) the rezening i n—w rise to the need for the conditions; arid:M I By: B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM supersede Dan Rosensweig, Manager GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE is ved b the Boardo� �rs in connection w� 5-00017. tab pre$ ptatemen afro y pervrso MAIN DWELLING UNIT, WHICHEVER IS GREATER. - - - C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA 1. a �� o ro eroa-- en men -0 o e o evelopment for Brs' cmt Run ZMAZ005�0M 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 !=h ded on Tas Mau-ParceF090Ai-00-00--00110. All existing proffers associated with * Q*- of IS REGULATED. Develoonent, applications, and Plan forZMA 2005-000T7 fe3aiing o Tax Mag-P 1 @40AY+ D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% 00i mereremoved and superseded b�tkeseproffers. Tax Mappare_e1090 l-wo-MOl® OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. �e Withp 1A0 and 076000-A051A0) shall comply wit an� V E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL l lopment, entitled "S°°thy°°d Phase 1,'-s'NeigliHrho� vModel "�mal � BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. 2A PH, strevls� *:-luiy2ri, 209. M a fl NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT 2. Trails. Parks, Civic Spaces. SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF a. Oreenwav Connections to Potential Adiacent County Parkland. At any time from approval of this G. (3) THREE FEET. ASINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO rezoning application until the final certificate of occupancy is granted for Phase I, upon written REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION County to provide a public trail connection between the Trail described in paragraph 2(b) below and any CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT easement, associated trail connection, associated signage, and any associated structures shall be TO PERMITTING PROCESSES AND REGULATIONS. maintained in perpetuity by Albemarle County. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail'''), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 34 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18'A 28'A STEPBACKo MIN. N/A N/A 15, 15'E 15 AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK MIN. NO MIN. 5' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKB MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. 0' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACKc TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE. o A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. y4-; 4 D. Cichocld Lie. No. 53741 /Z1tela z O a_ U U m w 0 z O ,r w F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. MAE 0 oc 0 C•7 !01 U 0 W w a 0 0 0 2 �0 V/ Q w J Q w m J Q LL }O z O U LU J co Z LU a_ 0 LL1 LU 0 LL 0 LU 0 0 U F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). 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 3'. L H JOB NO. 47036 SHEET NO. CO.2 LEGEND ROADS SEWER TRAFFIC STOP BAR mSTORM �� `'� S EXISTING SANITARY SEWER PIPE & STRUCTURE NO. �® I �J DROP INLET & STRUCTURE NO. t�SAN�QS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER - PROPOSED PAVEMENT EXISTING WATER LINE • • CENTERLINE OF DITCH B• yy PROPOSED WATER LINE BENCH MARK 4 B• yy PROPOSED VALVE . . CLEARING LIMITS - T! g• yy PROPOSED TAPPING SLEEVE T R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) - - 200 - -- EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB TC 240.5 PROPOSED SPOT ELEVATION EP EDGE OF PAVEMENT TW = TOP OF WALL 1Q PARKING COUNT BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT MANAGEDSLOPES PRESERVED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. B. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR SEPTEMBER 14, 2021 INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). LINES AND STRUCTURES, AS NECESSARY. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SUBGRADE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF WAY. (N/A) THE LINE. 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. OF ROAD. (N/A) 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE 26, ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SLOPE OF 0.004 ft./ft. 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 27, WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-09. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. THE END OF THE DAY 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED REVISION OF THE ASCA RULES AND REGULATIONS. BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Albemarle County Private Road Acceptance Procedure Albemarle County As -built Road Plan Policy This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or geotech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans and plats: Provide drawings of the constructed improvements according to the Albemarle CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements Y P> sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). 38. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) COUNTY OF ALBEMARLE Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). drawn may n t therequirements of raps O .This Ian as dra of accurately reflect ( ) Y P P Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Bryan D. Cichocld Lie. No. 53741 /ZA41u y*-;4 M E 0 rn o N C > E w v E w w 3 Q LL 3 0 LL w 0 m C W L M a_J U00 J -u .. rn Lu N Z W Q IT �0'X m LL 0 a = N N Fv¢� c E M O1 N W M 00 a� Z O U U U) LU zt Z Z o LU LU uJ wOf U U U 000 O O O F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 06 O V 1 U O Q cn J > w Q Q w l � 0 w m 1-I a 06 LL o U)LLJ 'LU^ W Q ° Z 2 0 O O 2 �O V/ JOB NO. 47036 SHEET NO. C1.0 L CD-1 PAVEMENT CUT SUBBASE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT �- PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 0 o- o_ FSUBBASE SELECT ERITYPE I OR Ioo-oE IF 157 AGGREGATE, ■B AGGREGATE OR CRUSHED &R I ,1_^11I GLASS MEETING RB GRADATION REQUIREMENTS. PLAN VIEW FBI GEOTEXRLE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR F PAVEMENT SURFACE M BASE 0 0 0 0 0 0 0 0 0 0 , SUBBASE OR CEMENT STABLIZED SUBBASE _ _ _ _ F�LECT MATERIAL TYPEIOR SUBGRADE 0 00-00 00"0§0§-00 (CEI.ENT OR LIME STABIUZED) iii GEOTE%TLE GLA AGGREGATE, RB GRADATION Q CRUSHED ORALJIC.E CLASS MEETING %8 GRN)ARON REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAN WILL NOT BE LOCATED AT THE POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LAW PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) MADE. CRUSHNG STRENGTH TYPE OF PPE N(W.T. 4" MOM. DIAMETER )(W.T. 5" NOM. DIAMETER SMOOTH WALL PVC .103 1 10.1531 SMOOTH WALL PE 70 PSI )00( 1 1 70 PSI )0()( 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED 50 AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. B. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE INVERT ELEVATION OF RECEIVNG DRAINAGE DITCH OR STRUCTURE. M WALL THICKNESS (MIN) -INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BE OF THE SAE CRUSHING STRENGTH AS THE OUTLET PIPE. NkN TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. XVDDT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD COMBINATION UNDERDRAIN REFERENCE SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 PIL -1L -UNITS OF PAY FOR TOP OF EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS TRAVEL LASS CENTER LINE SECTION 1--4---------�-- - (WTH TYPE 1SELECT MATERIAL) EDGE OF PAVEMENT TRENCH PLACEMENT sHouLOEN LIE YPICA _1 TOE OF FLL F PAVEMENT SURFACE & BASE / 0 0 0 0 0 0 0 o SUBBASE LIMITS OF PAY FOR OUTLET PPE -o60- 0 66 6. - 6. 0 - 0 - 0 - 0 - FSELECT MATERIAL TYPE I ORI PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN 057 AGGREGATE, #8 AGGREGATE OR CRUSHED „lGLASS MEETING #B GRADATION REQUIREMENTS.GT-^� w I NON -PERFORATED OUTLET PIPE F OR _PAVEMENT SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTH )(W.T. " NOM. DIAMETERI )(W,T. 5" NOM. DIAMETER SMOOTH WALL PVC .103 1 1 0.153 SMOOTH WALL PE 1 1 70 PSI )00( 70 PSI *)(i4 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE SELECT MATERIAL TYPE 1 OR SUBGRADE )f WILL THICKNESS (MINI -INCHES (CEMENT OR LIME STABILIZED) )00( TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. 057 AGGREGATE, •B AGGREGATE OR CRUSHED GEOTEXRE LASS MEETING 05 GRADATION REQUIREMENTS. FI° GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAD TAPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SMALL BEGINAT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHILL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN. Q% DESIRABLE) GRADE. FBRDGE SUBBASE 3. ON CURB AID GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UOERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" S� ND Tlg BASE DEPTH) YPE I 4. ON SUPERELEVATED SECTIONS TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SYE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE AVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 5. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UNITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SIRE CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EN-12OR OTHER DRAINAGE STRUCTURE. GREFE ENCON STANDARD COMBINATION UNDERDRAIN VDC3 EFE RRENCE ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) 50REVISION OnrE SHEET I OF 1 1 701 VIRGINIA DEPARTMENT OF TRANSPORTATION i0B.D5 CG-B NOTES( 1. THIS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB i GUTTER. 4. FOR USE WITH STABLNZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER MULL BE CONSTRUCTED PARALLEL TO THE SLOPE OF W38ASE COURSES AND TO THE DEPTH OF THE PAVEMENT. B. ALLOWABLE CRITERIA, FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSFICATION AND DESIGN SPEED AS SHOWN IN A OF R THE ROAD DESIGN MANUAL INTHE APPE"DIX SECTION ON OS URBAN STADMES. • D , A BE CONCRETE OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE I SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION zov03 A U A R1-1 STOP *Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 7.75 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12L 36 .875 12 12 C 6 15 48 1.25 16 16C 8 20 COLORS: LEGEND - WHRE (REMOREFLECTNE) BACKGROUND - RED (RETROREFLECTNE) 1-1 MUTCD STOP SIGN DETAIL No Scale TOP OF CURB EPA CONTINUE 21 B STONE BASE j c FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. � gt;Kt .-.21=21 • ■ ■ • �•� DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale I CONCRETE 'TE 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A SURFACE (PLACED IN ONE LIFTS) . A BASE 8" TYPE 21 B AGGREGATE BASE COURSE a COMPACTED SUBGRADE SUBBASE) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS )T LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2016 ROAD & BRIDGE STANDARDS CG-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE _ CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 27.. FOR A WIDTH OF 5 FEET. I A� XXSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) y 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. / (SEE NOTE 1) L- - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE - - - B 0 SIDEWALK USED WITH THIS STANDARD. (SIDEWALK (SEE - - - - NOTE 5) z OPTIONAL UNPAVED SPACE r 3, MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE In FLOW LINES R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION -- --�� t----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION Q EXPANSION OMITTED IN THE ENTRANCE.) JOINT JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE; WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY E%CEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL �c� SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8%MAX. GRADE CHANGE ® _ _ - D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ _ p (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ - - - - - - - - - - -NOTE 7) THE ENTRANCE. 8% MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE - 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A A OF THE VDOT ROAD MANUALINCLUDI GN IREMENTS. STOPPING SIGHT DISTANCE D KE VIALUE REO 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES �� •e. i0 1.10. - CLASS A3 ,p- ,o •e. •e, •n. (H.E.S.) e • , e • n. ' �• ' °' - - CONCRETE ` SECTION C-C ENTRANCE VOLUMED" GRADE CHANGE DESIRABLE MAXIMUM HIGH I MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD < 3 X 1 6 % LOW LESS THAN 500 VPD <6X 1 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION `VDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 5C2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 2016 ROAD & BRIDGE STANDARDS PRIVATE ROAD CROSS SECTION 6L CG-6 1 1.5" SM-9.5A 22' 2 5' (PAVEMENT WIDTH) f H% 1 1 COMPACTED SUBGRADE 2" IM-19.OA 5, 6' 3" BM-25.OA SIDEWALK (PLANTING STRIP) 4T PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. T BEYOND THE BACK OF CURB (TYP.) PRIVATE ROAD CROSS SECTION No Scale ALLEY 1 (WHOLE LENGTH) ALLEY 3 (9+85.27 - 17+25 & 19+65 - 20+55.64) C%L 1.5" SM-9.5A CG-6 I VARIES 20' MIN (PAVEMENT WIDTH) 2.5 t 2% TYPICAL (VARIES) SUBGRADE I „ NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale CG-2 2 IM-19.0A 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS AGGREGATE SHALL EXTEND T BEYOND THE BACK OF CURB (TYP.) ALLEY 3 (17+25 - 19+65) ALLEY 4 (WHOLE LENGTH) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) f 2% TYP COMPACTED SUBGRADE \_2" IM-19.OA 3" BM-25.OA r- PRIVATE & EMERGENCY ACCESS EASEMENTS�i NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. T BEYOND THE BACK OF CURB (TYP.) ALLEY CROSS SECTION No Scale CG-2 -\__L�05' CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) ALLEY 2 (WHOLE LENGTH) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) COMPACTED SUBGRADE NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale 2" IM-19.OA 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS= AGGREGATE SHALL EXTEND T BEYOND THE BACK OF CURB (TYP.) 0.5' 0.5' 6' (PLANTING STRIP) CG-2 5' SIDEV CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) Bryan D. Cichocki Lie. No. 53741 /Z1tela m E M 0 ON U N N Vi 0 > E a E w Lu Q U- o 3 p LL wO `m^ �_j U000 - (n Z O 1y Ce rn (A ry V W Z f D ti ? �i _j V) Q U L i c ry =v¢m Z O �� ON $ (UM > LU 0 U 0 U 0 U LU > j j U U U � Z a a d 0 d CL O O F p ~ ( V O O 2 \\\ Q (V Q \^�(�V z 0 DATE V) 0 111812021 Y DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. L JOB NO. 47036 SHEET NO. C1.1 WIN-2 1 x 6 CAF 1 x 6 TRIMMEF 2 x 4 RAILS 10'-6 " x 4 METAL POST (TYP. V C. x 6 METAL POSTS 12'-0- 14'-O" 1 x 6 12 S7 HINGE OUTSIDE ELEVATION 3 SIDES VARIES VARIES 1 I IIIIIIIII NOTE. • ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVA TION 3 SIDES DUMPSTER ENCLOSURE DETAILS N.T.S. NOTES: 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING FINISHED 12" MIN (TYP.) (MAX.) 1 1/8„ 1.5"ALUMINUI RAIL (TYP.) 12" (TYP.) 1 x 4^CAP OVER OUTSIDE GATE VIEW J I�AJ I CR YYfICCLJ INSIDE GA TE VIEW 12" MIN (TYP.) (TYP-) EXP. rJOINT IrFINISHE 1 GRADE ✓ ' • • '111111NIV41F, 14.14 Q:• • • • 1 EXTERIOR STAIRS No Scale CONIC. STONE 4 x 4 METAL POST UNLESS x 4 RAIL OTHERWISE NOTED YP.) ON PLAN 1 x 6 TRIMMER 3'-0" 1 x 6 SIDING 3'-0" 3 3'-O" 12" POST ELEVATION CC-3 REV. 9/I 201.02 CONCRETE BUMPER BLOCK ANCHOR WITH 518" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB 8' 5' 8' 8' 8' TYPICAL VAN F ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAI No Scale SIGN 1- 4" PAINTED STRIPE 91 (TYPICAL) :Islelli 111M 1.4"1weN11 I STD. U POST GALVANIZED POST TO BE DRIVEN SIGN AND POST DETAIL No Scale FEBUM FERNfiDVA. SIGN FOR THE DISABLED ON 0.80 GAUGE PMIG PANG ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SPACES SHALL BE IDENTIFIED BY ABOVE MNALT! pg�pLTy GRADE SIGNS AS RESERVED FOR PHYSICALLY SM-WRE IMIO-$MORE DISABLED PERSONS. PROVIDE ONE (1) R-7-8 TOW AWAY ZONE TOW AWAY ZONE SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN ACCEBBBL.E 6ABOVE SHALL BE PLACED ON STEEL POST 1-1/2" O FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. GRADE ADA PARKING SIGNS No Scale 2 �J�T p 2 R �N j.. B.. .. 1" R SURFACE N, e, SEE e NOTE 4 • �•• o, o. . BASE 0 0. o. SUBBASE 7" NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUC OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUS- IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREM FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD D MANUAL. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 CG-7 EDGE OF EXISING PAVEMENT I I (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT rE7�WGYERS PROPOSED ASPHALT LAYERS SUBBASE-------- PROPOSED SUBBASE COMPACTED SUBWADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXSTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1�/C INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES.OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES 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 SE TAKEN &ONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AMID THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11i INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT MOOING SURFACE COURSE. UNLESS WAIVED BY HE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE MISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL BE THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TEHN SHALL CONFORM TO THE REOUREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-N LOCATIONS SHILL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN KCOROANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ��DO-r ASPHALT PAVEMENT WIDENING SPECIFICATION R000 AND BADGE STINDALRDS RISE SHEET 1 OF 1 REVSION DATE FOR WIDENING SUBJECT TO TRAFFIC 3w 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS ��- lam c _r PIPES ORE ENCOUNTERED. ELEVATION T OF EST IPE. I SHAPE T5j5��M_1103P'Opl.N OF WE I I SLOPE TOOF PRAM TO INERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS SHT \� SHARINGOF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN ON PLNRSEOR WHERE INVERT OF PIPE IS ABOVE INVERT OF j OODURET FIRE DROP S TO BE FORMED CONSTRUCTED WITH IPRJCI LE STANDARD OR SPECIAL DRAWING. A ACCORDANCE OR N A H AP E INVERT SHARING HEREON IS TO CONSIST OF A THE INVERT SWIPING AS DETAILEDND n MIX A3 PORTECEMENT CONCRETE MIX CONFORMING TO CLASS OR v 0EA55 CI E%GMAT THAT 25X OF COARSE AGGREGATE MAYSi EXCEPT CONSIST OF STONE. BROKEN BRICIC UP TO 4A IN DI K, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHILL BE LEFT SMOOTH BY MEARS OF HIND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. • . DETAILS OF INVERT SNIPING AS SHOWN HEREON ARE FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES NY°0117 STANDARD METHOD OF SHAPING REFERENCE �DFENC E ROAD AND BRIDGE STANDARDS MANHOLE K INLET INVERTS SHEET 1 OF 1 REVISION DATE I 302 N18.08 I VIRGINIANT OEP/RTAEOF TRANSPORTATIONI ___ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REV. 9/I 201.04 2016 ROAD 8 BRIDGE STANDARDS NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB 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 CUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R 254 �V R 11" o n o n e 7" o D D D - - - - - - _ THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A 7" 2'-0" MIN. DEPTH OF 7" IS MANTAINED COMBINATION 4" CURB & GUTTER VIRGINIA DEQARTMENT OF TRANSQORTATION 105 502 Bryan D. Cichocki Lie. No. 53741 /Z1telu m E CD M U N N C > E uJ E w w 3 Q LL 3 p LL 0 LEI `m ^H j LJ 0000 Z - En O Ce Iy T (A ry V ti In W Z fD ? U 30�Q w Sn pQ Q h h i ry Z U ¢ � OLu F P(�'i > 000 w M Lu U U U Cl-Of v CDH j 000 � Z a a CL O d Lu Lu Lu O O O F p ~ O O N w F r�!V \ Q 04 \ ^ rrr Z ~ 0 V1 DATE > 111812021 O DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. • T 06 O1 ' 1 TT\ Vl O Q U) j > W W Q < I- cQc ' G W J co ' 1 Q 06 LL O T� O 1� 0 O O 2 0 v COB NO. 47036 SHEET NO. 131.2 O N ZZ 3 Q_ n 9 0 O X CL EZ �O o � C N a C N a0 OC tr N O 3 Z 2 0 � a o r �3 n D m 2 Y X C D O d h N C m 0 C E O C f0l N O � a c 2c Z5 a o 2 � O m a � C m C KX nE �N_ c E F- L Y y O ® 44" MIN. W MIN. f 17.5 B• MIN..4 . ; a: i. .4 'A 18 MIN. --17.5'� w • 37" MIN. xtwaaur =10 As�7ABly 12• MIN. J' 1 BYPASB NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT 0 1/2" METER) NTS FIG. W-7B -4VARIES LVE BOX 4" DIAMETER BRA AND VALVE M.J. PLUG WATER MAINOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPUNG PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B AIR RELEASE VAD BRASS OR BRONZE PIPE SOLIID CEMENT BLOCKS ■ COPPER" SOFT STOP GRADE GATE STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WAT RLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 VARIES BOX TO METER BOX (SEE FIG. W-6A THRU W--7E). VARIES \ 2- COPPER WATER MAI M.J. FITTING \\\\ 4" DIP �/ 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. " SERVICE LINE TO CONNECT AT MAIN WITH X"x4"TEE. " REFER TO FIG. W-3 FORTH RUST BLOCK DETAILS ON TEE. • REFERTOFIG.W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE2500P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID i NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TDTD13 METER SIZE DIMENSI N A DIMENSION B DIMENSION C 3'1' 5.0' 3'8' 2' 3'1' 5'a' 3' 5' DI. 4- 5' MIN. 12, MIN, GREATER THAN 4' PRtH'DSALS WILL HE SUBMITTED, B DOOR HINGES r----- - - - - -----� I I I I I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T.S. FIG, W-7A rD-14 SIDE VIEW 75- DIAMETER DRILLED MOLE FOR TOUCH READ ,NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 1LUMINUM ACCESS HATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VLLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 18'-22' ALVE BOX 7 CU. FT. #68 STONE 4VMIN •; e' GATE • -M VALVE . i. 1' J TEE 6^ .ti P.S.I. CONCRETE BASE AND THRUST BLOC ; S•'. ,: y: 11'y'� M,'i; BLOCK AGAINST ' UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 z v a TD-8 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II u T-i 1 � M.J. GATE VALVE WATER LINE In 4 ' I L _ I _ 2500 P.S.I. CONCRETE n 2'x 2' BEARING AREA. THRUST BLOCK d 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE V DMPRERSION • 3/4' MAZE PIPE OR APPROVED EQUAL NOTE: NO SWEATED RTMDS DUAL SERVICE I- TYPE nr wPT COPPER SINGLE SERVICE DLES SHALL LE USED ON PVC PPE. NTS FIG. W-5 TD-9 FOR USE ON ATTAaED SINGLE FAMILY REM INIIAL SERVICES OR DUAL RESIDENTIAL AND IRMGATIM SERVICES. 0�_ 2' 1" COMPRESSMTN a 3/4' MALE PRE COUPLING OR APPROVED EQUAL 0 TOR USE ON DETAOED SING9.E FAMILY RESIDENTIAL 11"MCE WHERE AN IRRIGATION METER IS NOT PROIDED, GASr IBM UD FIN, '" GRADE w MN. COPPERSLTIEA 1/8 BEND CMIMUNG- \ as ME" CgRMAIIDN STOP .>•'�' Z- Cx„p„are. I.+', 4-4 v! BMa( AS NECESSARY �MST Ttiilc .?y� 4' OALEIFIt DIIAw PPE 12' 7 AND = (S-RINM MINIMUM iNICNNE48) !T� �".^t, r� Yr� gONO , STONE0. 8]Ei1WMRETT +rY S.A TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A ID-10 - FOR BENDS B" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. i 6" 1 ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND SYZE A B C D E F 4" - e V- 2'-3 2'-B 1'- 2'-0' V-1 it 1/c 10' 2'- 3'- Y-B' 2'-O N-0 2' 12' 3'- 4'-3' 3'-D 7-3"Z- 19' Y-S W-B' S-3• 9-0' 4'-6-12 1/Y 4" - 6 2'-B 3'-0 2'-e' 1'-e 2'-B• 1 1 4• 8' 3'- 4--Y 2'-8 2'-8' 3'-3' 2' 22 1/2' 16' 3'-3r wo 3'-O 2'- X-B 2' 12, 3'-B' B'-3 '- - 4'- 2' 18' 5'-0 7-11 T-3 4'-0 V- 2 1/2" 4' - B N- W-0 Y-D" V- 9' Y-B W-B T-0' 3'-e" 48• 10' 4'-e 7'-e 3'-0' 4'-3' 12• s'-3 W-D 3'-3. 5'-a 5'-B" 2 1/2• 3" THREAD 1 NOMINAL AL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B ' --"'-" ""' CONCRETE CLASS e'-D 7'-3' z 1 z' 12' BENDS & LARGER C� CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE: STANDARD 90• HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 Top View A 6" MINIMUM 4' MINIMUM m e 4" MINIMUM d d\4 o. NOTE: RESTRAINED JOINT FITTINGS Side View FGi 2" Minimum '4, .., _C°IIp9Q W114A, alvnized Steel Beam, II a V612 x 14 (min. size) .4 3' min. penetration into undisturbed soil or as approved by the ACSA. NSRLJW TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 ASRA A36 AND HEx NUT ASIM A588 OYP) UNDISTURBED EARTH UNDISTURBED 2 - .3 DIA SOIL (TYP) ALL-THREM ..A. ): �•A: WATER MAIN VALVE w 3 24"MIN UNDISTURBED EMTH PIAB e •d� CLASS A-3 CONCRETE M11 .'L MIN ,.: EGA -LUG V.'T Rim 18 Px.•s. MIN ,e' ELEYADON UNDISTURBED EA DA' MIN WIDTH MIN I is- 1-9 SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES MTs Fig. W-30 TD-6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT DF WAY' VARIES 5' 111 1 1 1 5' 1 1 F V WATER SEWER 3 p o p rc £ LOCATION OF EITHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - BD' MINIMUM WATER & SEWER 30' MINIMUM M SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL "gp"MOM INITIAL BACKFILLT11V _. * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDI1ION a I INITIAL BACKFILL a I UNSTABLE 6" W. 6' e' SOIL I MIN. MIN MIN 4`--• GRANULAR FILL AS #68 STONE •. '' • !:+t-3�'<< • APPROVED BY ACSA `.'t:��`t' <"1 \ ST CK' z STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEET) CU.YD. FEE CU.YD. BEND L H T L H I T 90 2.50 250 3.01 0.24 4• & 6• 45 2.00 2.25 2.60 0.15 20D 2.25 2.5D 0.15 221/2 1.50 200 2.52 0.10 11 1/4 1.50 200 2.50 0.10 90 3.86 3.16 3.21 0.48 46 266 2.66 2.77 0.26 8" 221/2 1.66 Z15 2.69 0.13 3.16 2.91 2.68 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2B3 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE. DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 Bryan D. Cichocl¢ Lic. No. 537n41 � rs� SSIONAL M E 0 O, o N ut N >E Q LL o 3 LL w 0 AJ ti W L M Q J U m Z w _ -Ln O F-1 d W O N L 7 ZLY H U X a� < w ti�U_l (,-rl 2 c N Z c In (n O N > p 0 C) M � U U U O O O � Z a a a O a ti QL O O QL 0 ti N w Np O O S Q N N O Q O ^ N z 0 - DATE > 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. � �JJ l� 06 O l� 0 T� V , U O > J_ W J lY a W J� LU 0��(( TI Q W LL w� o W L / - O ` �U Z 0 0 O O T� i 0 V / JOB NO. 47036 SHEET NO. C1.3 L 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 NOTE, MIN, 60' DIAMETER MANHOLE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE REQUIRED. Bryan D. Cichocki Z TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. TEP . DROP MANHOLE PVC CROSS FA ? Lie. No. 53741 �2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECT® USING A PIPE SADDLE. 2, USE APPROVED FLExIHLE RUBBER ROOT. 1 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%(1/4" PER FOOT) y+ 3000 PSI CONC. BASESIONAL S Cs1 F (E ROADWAY R 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2'_ MIN OF 4". s 4' GASKETED DIAMETER STOP COUPLING BENCH SLOPED TO FLOW S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER � 27' CHANNEL 1/4" 1' MIN OF 3 FEET. JDP PIPE PIPE STRAPS �;. f- SALT TREATED ° ,? (STAINLESS STEEL) i��k-: p SPACED EVERY .•-' 2' VERTICALLY�FINISHED ' _ ,� - " A+1 E O GROUND MARKER < a 90' RESTRAINED BENDBRANCH aPAVEMENT mUENT SEWER i2" ~- I 1 > E 0 PIPE-" // ° MAIN •" LLI 42' MIN. I 4e• 4 .s•• .s °.. HLTNER PIPE - Tt 4 ` 2„ Q .•, 3 w W 0 COATED STEEL AND OR STAINLESS 0,25' MIN. THICKNESS STEEL CASING IN PLAN w� O L 42' MIN. STEEL CASING I 112" BOTH ENDSFILL W Q � U m Z n` PLUG END OF PROFILE n w H -v af O d IZZ MAIN LINE SECTION SERVICE LATERAL MIN. 6' BEDDING WITH NO. 68 STONE W d 45'0'0" 1.HEIGHTOFTIIEVERTICALDROPPIPEWILLBEOETERMINEDBYTHEACSA,BUTSHALLNOTBELESSTHANTWO FLEXIBLE CONNECTION NOTE' 2'-D'� 7' OR B' 7' OR 8' 2'-0', 2'-0 (2) FEET' WITH STAINLESS STEEL ALL CONNECTIONS TO p cn x a o X w r T T 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL fr K ai I'- p V) U) (Fl UCTILE IRON PIPE I 18' OR 20' JOINT OF D.I. I THE DROP FITTING WITH STANDARD GASKETIOMT. BE CORED AND A FLEXIBLE " U) 2 c N Z Z Z Z (RESTRAINED JOINTS) 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS S14ALL BE MADE OF CONNECTION BOOT _ u ¢ O � w uJ STAINLESSSTEEL. O INSTALLED rn i_n NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF O N > O LI O PAVEMENT. WHICHEVER IS GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT w U U U 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. IN LINE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. cl� 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT. PLAN S.DROPCONNECTIONDISCHARGEFITTINGSHALLBEORIENTEDAT45DEGREES,INTOTHEFLOW. TYPICAL MANHOLE PLAN > & VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. O O O WATER VARIES0. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - I N TYPICAL STEEL SLEEVE INSTALLATION TWO8" DIAMETER DROP CONNECTIONS. W W UNDER ROADWAYS Ln Z SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS o � wh w_ w_ N.T.S N.T.S. N.T.S. FIG. W-10 FIG. S-I-B L7 O O O O FIG. S-2 FIG. S-1-C2 Q.CZ j TD-33 TD-30 TD-27 = H 0 ti ti ti Q) Q) O O S W I- N N Q �E O ~ FRAME & COVER DATE r E ;A FRAME & COVER (SEE FIG. S-I-D,E) U) BACKFlLL SHALL y#� > E 6 �E B g ^� SEE FIG. S-I-D, E STREET SURFACE OR STREET SURFACE OR j O 1/18/2021 TAIN ROCK MATERIAL �g _SI g$ NON -PAVED AREA NON -PAVED AREA } 36"MINTHAN 5" IN ANY �a SLOPED AREA SLOPED AREA DRAWN BY N EB vo m ,'' "• ' 7REG 24' ..1'-D" 2_0RUBB� PORTED STEEL STEPS;• GAYNER BACKFlLL*1 MAX 1'-0" MAXC. 8"MIN TS) EMBEDMENT ROUGHLY COMPACTED HAND OR APPROVED LINE HANICAL TAMPER OF PIPE _ z -L E g$ E $ E oSPRING $ � F SwRUBBER PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS e OR APPROVEDEQUALC. 2'-O" DESIGNED BY GAYNER 6L° Ep m COATED STEEL3'-O" MINHING CHECKED BY N0. 68 STONE - - �s Vb o o o 3'-0" MIN THE DROP CONNECTION SHALL BE STEPS CAST IN PLACE •• BEDDING 6" max 4" min s.. LU 'v °• g E A -GJ �$ DUCTILE IRON PIPE (CLASS 50)) e � 5" BACKFlLLED IN 6" LAYERS AND PRECAST REINFORCED • FOUNDATION (SHALL BE REQUIRED E- E E COMPACTED BY HAND TAMPERS OR 12 MIN BACKFlLLED WITH SELF -COMPACTING CONCRETE SECTIONS 12 MIN 0" RING SEALS 16" MAX B. CICHOCKI E WHEN SOIL E E 18 MAX STONE' MINIMUM ELEVATION • CONDITIONS ARE UNSTABLE € c)0 i, ALL PIPE) 5" DIFFERENCE ACROSS M.H. 5" 4'-0" '-"plt C" E n n • MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN FROM INLET TO OUTLET , ACROSS M.H. FROM INLET TO VA Riff. SHALL BE 0.20 FEET. OUTLET SHALL BE 0.20 FEET CONCRETE A FILLETED INVERT FOR A SMOOTH DEPTH OF FLOW FILLETS CHANNEL TO BE • TRANSITION OF FLOW BETWEEN DIAMETER OF : OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O ;� INLET & OULET PIPE SHALL BE •f 4 PROVIDED.1. t2 �, d: e"';. ::.'.:0 AVIES CONTRIBUTING .y -- ,�NOTE CON SEWER. T4BACKFlLLED °•12"/ALARGEST • J ENTIRELY WITH N0. 21A T A FILLETED INVERT FOR A SM00 STONE. DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED z PIPE IN MANHOLE TRANSITION OF FLOW BETWEEN2.FOR INLET & OUTLET PIPE SHALL BEAND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 SHALL BE PROVIDED' $r, $.,r$", r, FMIN. E. E E gE ro 6" BEDDING WITH N0. 68 STONE PROVIDED. BEDDINGSTONE 0 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" s6 -A 'sF WE NOTES: NOTE : W/ NO. 68 STONE 06 BEDDING OF NO. 68 STONE ' ^nu wu "'" A� �� 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE O Ots� SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 3. ALL JOINTS, LIFT HOLES• INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. O 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 1 4z, DESIGN ON SEWERS WITH STEEP SLOPES' INSIDE AND OUT. TYPICAL SEWER PIPE TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME &COVER BRANCH TIE-IN TYPICAL MANHOLE WITH DROP CONNECTION SHOWING N.T.S , ^ NTS FIG s-I-D N.T.S L/ , FIG. S-3 TD-31 NTS FIG. S-I-A FIG. S-I-C � TD-34 ( , TD-25 TD_Y6 � V O vJ PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE Q WITH PART V, SECTION G OF THESE SPECIFICATIONS. i J W J� SLOPED AREA RUBBER COATED STEEL STEPS ': •. L7 W CAST IN PLACE FRAME & COVER �' • 4 ' Q (4) 1• eK ,xTm 1 1n• aN a P pou...N w 27 7/2' ON 0 B°(T [eBemm] [3emml T ze 1/4• oe SEE FIG. S-I-D, E�:: PRECAST REINFORCED CONCRETE ' SET DOGHOUSE BASE •.1 A` •" EXISTING SANITARY ON CONCRETE BLOCKS , %. SEWER PIPE ' LLJ LO Q I� I [ea)mm] -� C77emm] I- Ie06mm]� SECTIONS WITH O" RING SEALS OR APPROVED EQUAL 2'-0" 1'-O" MAX ,x - DOGHOUSE OPENING SHALL A' " BE PREFORMED BY . , MIN. 12" CLEARANCE MANUFACTURER OR - 'r ' BETWEEN EXISTING PIPE SAW CUT TO FlT PIPE .,'r •• AND STONE BEDDING � Q LL O �x W `^ Y.T ) > OUTSIDE DIAMAIER PLUS 6". W W �_ 2e 7/,e• DN� e/B• b22DK [temm] � A FITTING ACS MAY BE REQUIRED y" WITH ACSA APPROVAL 12' THICK VDOT z O 0 se• ON n 2e" 0 [BBOmm [e No. 68 STONE BEDDING 7 7/2' FRAME HECTION 13/tr [38mm] BE a B"xB"x16" AND 4"z8"x16" SOLID CONCRETE BLOCKS Q Q U Z L20mm] mmelma0 D" �� R1s10 THE DROP CONNECTION SHALL BE 3'-0" MIN a DUCTILE IRON PIPE. (CLASS 500 CENTER W/RISER WALL (4 EACH) - DOGHOUSE MANHOLE BASE I BACKFlLLED IN 8" YERS AN Dsm,d NI A 3t/e" 1/2' I P' qY L7Nmm) (13mm]"1 3 13/15" a 22 13/18• COMPACTED BY HAND TAMPERS OR 5" BACKFlLLED WITH SELF -COMPACTING STONE. , ii,iiii,ii, „ii, „..... „ , „ ,ii,iu,iiii,,ii,nii,ii,ii,nini..... i,ii, DOGHOUSE FILL DOGHOUSE OPENING MANHOLE ABOVE O 2 1/8' (�7'm] BASE SHALL AROUND PIPE L54mm (97mm] 1 3/8' 8325 a t7 18' 135mm] c/16' 0.0. OF 61a cR00VE eaM ami (17mm] [74mm] SECTION VIEW 1/4" (Bmm) DIA 16 MAX MINIMUM ELEVATION DIFFERENCE A ACROSS M.H. FROM INLET TO 5" e e OUTLET SHALL BE 0.20 FEET BE CONSTRUCTED AS SHOWN ON FIGURE S-1-A WITH 3,000 P51 CONCRETE OR NON -SHRINKING GROUT Q � r NEOPRENE GASKET 12'MIN 12"MIN A FILLETED INVERT FOR A SMOOTH (2) WRe, 1/1e x a/e x 1 1/2 $ FL (0 c=D 1800, t s 8• RJOSER PRWO 00B°1o96 E W Pc.m.ee [8mm / (a) eLr 18a, s/a-,1M 1/2 ss VARIE TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE ALLOW CONCRETE WRAP EXISTING PIPE WITH O II 2400 -11-- (41mm Pilm/ Dwettso ( 1/2' 1WR 5/8 ID 1M W W t t/a' 33 Du. s7AN(ess s1m. NpD ..• PROVIDED. " �" TO FLOW A MIN. 1'-0' BEYOND BASE NEOPRENE GASKET MATERIAL O P MEW (zBmm) ou � 113M P�ARA, Mama � � FITTING DIMENSION VARIES WITH SLOPE. OF STRUCTURE BEFORE FILLING THE OPENING PICKBAR a LOCKLUG HOLE DETAIL NOTES. xur KK s/e-n m xnx PNW/ 0098f484 , • ' ' ' . Q 12'1' ; h: i';. ..' :.' p ;.. NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE E OPENING t. ALL NANNOIS4'MDNN f00 YEAR FIAODPUiN OR LOCATED W AREAS SUB.iCT TO FLOODING SHNL HAVE WATFA7IGXT FRAME A COYFR. 2 ALIEANADYE 0®GN FOR WATFR11p1T COVEke r9 BE CON9DERO1. CA NU( X%.lW S/a-11 2N a couERs swL eE Rxm To FRMffS MTn LOcaxc wcs ORSWUM ASSEMBLY. PA" 00901= 3/4 DIA OF LARGEST TYPICAL WATERTIGHT 183SR `°` la PIPE IN MANHOLE 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE ASSEMBLY MANHOLE FRAME &COVER LOCK LUG ASSEMBLY MIN. 6" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW N.T.S FIGS-I-E NOTES: 1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE .111.11 ii.iiui.na.iiu. n.nu. n,nn.. ..nnn n i i.ini. 11. n. 11 n 1. n..I nn.inninin iu.inini, I NOTES: 1 TO-32 SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING O 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED PIPE. INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" ' ^ OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE JOB NO. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47036 NTS N.T.S FIG. S-1-CI FIG. S-1-Al SHEET NO. C l A TD-29 TD-28 L L BLOCK 1 ° \ \ BLOCK I I 1 I ® \' HB I I I I J-12— I I 000 P-20--' H-9� III BLOCK 6 I � \ \ ' BLOCK d 14 I` T\ y \ 1 \ 100 BLOCK 2 .. /' ry BLOCK 101 . ; BLOCK 8 H s NI� Q J-B P-14 \ J- ,5 Axe -IN + r � \� J 13 \ BRUC6 1.. SMICUM JR z_ Uc. No. 656612 22�0 oQ� 0�0� 12117�P02;fr \ 20 a I SSIONAL EyyG _ .- m /® H-1� tlA _ � U w G 1 L� t` ✓� met BURG ROap.� ®®_�® 1 I 1� ' ` w a a� YNGH u cLL O ✓� ' �� L 4 = u i O LA d d — in IL 53 VI W r4 oom m� titi woo W W ® BLOCK 12 O o `Z 0 BLOCK 11 _ 0 Be BLOCK 9 > W N ° U a N Q N Z ry O V /L to DATE 1 { ! > P8 J-3 �r® r 1 I 10130119 Hd yt -3 0 �r �' ®� DRAWN By - S. HARVEY \ o I I ®\\ l J DESIGNED BY d \ G I 1 ® S. HARVEY qyr1\ 4 I ®® i I I� 1 ._. I' j ® CHECKED BY ` � r C — y C I I \ j ,'' �.. +� _ r° — =r ®g `-- ® B. STRICKLAND 1 s� Li \ ` 1J r LANE � ` r � _ — — — � � ' � \ 9 % � ® 1 ' SCALE �! d —> BITTERN � ® ® � ' +/ � N.T.S. It ✓ �� d d* \\ 111 \ J \/� a ,yj jr11 .\s 7 ® C _ \\ \ V1 J I V g ® L4L 1 iz- ' d TON DRIVE y y y ✓� \� !Al y ®0 n f l o FUTUREy� It11/l LZ a Q RESIDENTIAL n \ \\ LJ o UNITS 1 \\\ \\\\ \® yY®//'� ''`\ ♦� Lu Q co 41 ®IleIt </ o 0Y \ i %/// U 2 % w C v w 2 Ln nO PIPE LEGEND J08 NO. RN NEW PIPE 40919 ® / \ EXISTING PIPE SHEET NO. o C9.0 t f Bryan D. Cichocl¢ `Z lie. No. 53741 /Z/40/Z( Y,&-Z4 M E O U N vi N > E N E W Lu LL o 3 LL — of L M Q j U m Z W Jy—n O z_ y Of >i O � X UU7 Q J D W C7 Q r 2 c N Z kO ~ In C � N > p p p � U U U M W J O O O a a a � Z au')�� 0 H rN \ \ p < N N \ DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. rl 66 II U O Ili I— J Q OY Q Q w Li a O LL rl J w o LL �r w v / O U I� M O O 2 O L PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. AM JOB NO. 47036 SHEET NO. C1.5 L i s Y • 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 H-1 IN THE INCLUDED WATER MODEL LAYOUT. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. FLOW DEMAND CRITERIA is AVERAGE DAILY DEMANDS: •• RESIDENTIAL UNITS: FLOW FACTOR = 270 GPD / UNIT .•• DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK +• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •• BLOCK3: ••• RESIDENTIAL UNITS = 22 ••• AVERAGE DAILY DEMAND = 4,13 GPM AT J-11 • : BLOCK 4: .. ... RESIDENTIAL UNITS = 10 AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 mas BLOCK 5: RESIDENTIAL UNITS = 71 •sits AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 • : BLOCK 6: si. ... RESIDENTIAL UNITS = 6 AVERAGE DAILY DEMAND = 1,13 GPM AT J-11 •:sits BLOCK 7: RESIDENTIAL UNITS = 6 ••• 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: see MID ISE FLOW FACTOR APARTMENTS 270 GIRD if UNIT •••• TOTAL DEMAND = 18,630 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 12.94 GPM ••• TOWNHOMES = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS ...• AVERAGE DAILY STUDIO APARTMENTS DEMAND 00 GPM • 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD .••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.00 GPM ••• BREEZEWAY UNITS = 116 UNITS isil FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 31,320 GPD .•.• DURATION = 24 HOURS AGE DAILY DEMAND = 21.75 GPM .... ... AVEAVERAGE DAILY DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EVENLY (15.56 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 •• BLOCK 12: ••• ONE BEDROOM RESIDENTIAL UNITS = 15 •••• FLOW FACTOR = 270 GPD / UNIT see* TOTAL DEMAND = 4,050 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 ••• TWO BEDROOM RESIDENTIAL UNITS = 65 •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 17,550 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 12.19 GPM AT J-2 ••• COMMERCIAL KITCHEN = 5,000 SF .••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS •• AVERAGE ACE DAILY AND = 6.94 GPM AT J-2 •.• RETAIL S,000 SF •••• FLOW FACTOR = 250 GPD / 1,000 SF •••• TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS .••• AVERAGE DAILY DEMAND = 1.74 GPM AT J-2 ••• PHA LEASING AND COMMUNITY SPACE = 3,200 SF .••• FLOW FACTOR = 175 GPD / 1,000 SF •••• TOTAL DEMAND = 560 GPD •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 •• FUTURE RESIDENTIAL UNITS •a• UNITS = 250 •e. AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 •a• AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 Is MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 • ISO DEMAND = 2,500 GPM •• 1,250 GPM EACH AT H-2 AND H3 CONCLUSION • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. • AN AVAILABLE FIRE FLOW TABLE WAS PROVIDED FOR REVIEW BY THE AUTHORITY HAVING JURISDICTION. THE FLOW WAS CALCULATED FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE OPERATIONAL AND PERMIT CAPACITY. RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street 70 HYDRANT FLOW TEST Test Date. 12/19/2019 Test Time 1000 a.m. 'll0 Static Pressure 62 PSI Residual Pressure: 59 PSI ` Observed Flow-1313 GPM 1 All Flow test results were provided so � by Alpemad¢ County Service Authority. s® 30 -Observed Flow as I ® - -Projected Flow q 20 DI5CTAIMER: The flow test results are based upon information gathered at the time the test was performed The 10 variab'Ity of the water system due to changes in usage, demand and operating conditions precludes guarantee that expectations regarding available pressures and flows will be exacting Projected flow painond the observed Dow is onl an estimation. ® 1,000 2,000 3,000 4,000 5,000 6,000 rwANI e� ly. 1301 g egend can Nyaram n5erv,ce, Ownn,atlP 171 NotnServo-ACSL Owned S.ry ce PnvaM Ownenn, 411,In Service GMaae Oxrersl,ip ' Inaenkeat. 0,v. YT _ e r Static Residual Hydrant AWale, ..on "i", Type lu 8 2031 203 .naeewM., Raw wear m\ Flcw Hydrent 1 ` e v / /09 \ I 9 i in e° f r3 ON / Sunni l I,� i1-1 or , tckOq t ' e m, M MIwaM4Ano'.. to`vmY nanea,e baPMY vn.n_s I.Notorwitanna•nrw wem. ®p ®p da .. °° ea ae--J-(rF„ J _ 11/aNR MI••,f "to a.«..«. Service Auth�rlty ,< eM.,Ml FLOW SCENARIO JUNCTIONS HYDRANTS J-1 I J-2 I J-3 J4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION 1 488.5 490.2 492.2 489.1 466.8 461.3 453.2 443.2 440.5 436.9 432.9 440.4 444.2 457.0 461.8 455.6 451.3 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 STATIC 66.9. 662 65.4 66.7 76.3 787 82.2 86.5 877 89.3 91.0 87.8 86.1 80.6 78.5 81.2 83.0 62.0 664 65.9 72.9 79.2 842 86.7 91.0 87.5 82.3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76.1 78.4 81.9 86.2 87.4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82.7 61,9 66.3 65.8 72.7 79.0 64.0 86.4 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MOD) 66.6 65.9 65.0 66.3 75.7 78.0 81.4 Ell 86.9 88.4 90.1 86.9 85.2 79.7 7T6 80.3 82.2 61.7 66.0 65.5 72A 78.5 83.4 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND(PHD) 66.3 65.4 64.5 65.7 74.9 7T1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61A 65.6 65.0 71.6 77.6 82A 84.8 89.0 85.5 80.3 80.6 PHD + ISO DEMAND_ 48.9 45.0 1 39.8 41.0 50A 523 55.7 59.9 61.0 6Z6 64.3 61.0 59.4 53.8 5t7 54.4 56.3 48.0 45.9 40.0 46.9 52.8 57.6 60.0 64.2 60.1 55.6 55.9 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 I H-2 1 H-3 H4 1 H-5 1 H-6 1 H-7 H-8 H-9 H-10 H-11 ELEVATION (1 1 500.0 1 489.8 1 490.9 474.7 1 460.2 1 448.5 1 442.8 433.0 I 1 441.1 453.0 452.3 AVAILABLE FIRE FLOW' 1 4,91 4,0)9 1 2,918 2,296 1 1,991 1 1,707 1 1,608 1,563 1 1,550 1,531 1,554 •AVALABLE FIRE FLOW IS CALCULATED, NOWSIMJLTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT ASYSTEM MNIMUM RESIDUAL PIPE REPORT LABEL LENGTH (l DIA (INJ P-1 409 12 P-2 246 12 P-3 30 12 P4 178 12 P-5 26 12 P-6 124 8 P-7 290 8 P-8 166 8 P-9 167 8 P-10 39 8 P-11 238 ] 8 ] P-12 165 8 P-13 183 P-15 80 -1 8 P-16 142 1 8 P-17 158 1 8 P-18 55 1 8 P-19 159 8 J P-20 14 8 P-21 64 8 P-22 182 8 P-23 85 1 8 P-24 124 _ 8 P-25 164 8 P-26 87 8 P-27 24 8 P-28 299 11 8 p Hydrant Flow Date /20/2ort 01 12/20/2019 '"e•`Test Report ,e Nns.eyrlwwitow r.eawew >An ,e,l.,,.s� , `• - Location OLD LYNCHSLRG ROa -Y~M ax m Date and Time of Test 12/19/201910.00.00 AM © a • in is o am Minutes of Flow 2 nzp®®� e e a• mn� g I] a Pipe Size (Inches) 12 9 c c e o m ® a P e no o. s ion ®®o a mm®N mpa is � Pressure Hydrant 12032� a u ® o n y = N®ge ®a ° e o IN Static Pressure (psi) 621 eg ° o$ ®,ana a e e c ®M e •o n 0 ., P A Residual Pressure (psi) 59 Q20 Looped I Q20 Multiple cline, Hydrants Q20 Single Flow Sprinkler Test Single Flow .Po o'qc, �. Flow Hydrant ai 12030 Pitot Presure al (psi) 62 Yellow 1 al Test Flow 1 ® P 3313, m '' as Flow Hydrant g2 Pitot Presspm ■2 (psi) Yellow 2 Test Ff.2 0 I.3 , I Flow Hydrant•3 Pftot pressure 43(psl) Yellow Test Flow 0 .;L� a mIt q' Total Estimated Flow (gpm) 1333 aca nub nE is coys� ®®o.n onvc - [Ifa ®y v AWWA Q20 Calculation(gpm) '• n a ® °a" ®° IN ',o e m ' ...snnmm.a,a.sn,dn..n, o,n .rvwwmn ..x, mw 1' ., rv°� ❑ea ud Sto Comments m m _ a Hydrants opened all the way. One pump running at Mosby a '®o u one I P_ Mountain pump station. ,on, ro aN.,° �. a I nodw n. w N„ m o J Estimated Consumption (jai) 2626 Pr For.%'IO, wd.f. I IS q.°e E •�J�em®°�° Signature of Tester 54"r;,��_ m m gla ❑ 4' _ e `a . 6 I. L3 & z s `�' _ °*X=N -'�6y �"' tl °n°a m o a� Pa ❑ e` p :ic 66 oee a�c r o a, 6eG� 'en em`.1e_ j aiaEnc I� G a.00'. G,'. L oFa' a vgm ep ndl 6 s IAr as sox °ma= ©° mb a" e� oya• ® o P a o G e O . o a c a ° e 9 ®R be 0 11= BRUCE Ir. STRICKLM IR tic. No. 056612 on 92�17�2021 m E ro� N 0 E W u E Fuv� a� o LL - a< U W W113 ei J - or, 1 H N N L7Lu yM 30t'nx LL 04 Clb iso, 2 V > N F a C N i or, N ro yv n r' P m J aD H (A Z O f f Z 0 Ln At it H Q 0 DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY SCALE N.T.S. r-I W V Q Jon LJ Z r1 � W w Is r/ 3 ' IJ� 0 1 P n W J �' Q ^ w z w LL JSa O hisU J LU Wm J Is Q Z) o >o� .0 ZUJ ¢ �0}aZ W U = 20 0. LLJ �- `H C) @ c 0. O MV cD 3 an Zw p W LLI m p 0 .6 E = Q nL S\ 2 = on an - N D up, • L O �• n O O o E a m 'o So 0 Z JOB NO. x = 0 m 40919as In SHEET NO, So n o C9.1 m E Bryan D. Cichocl¢ �Z I� Lic. No. 53741 bl /Z/tolu �Y' � Yl_Z4 N Z 0 f f z 0 d K U LO LU U_ LU U U U IY > j � 0 O O W W W Zfyaa aIU c O O O DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. l� 66 O i U 0 s< W LL C) Q LU cc a O UL rl J o LL (U..� r mow v/ / LL QO LL U 2 0 O O T� tesse- ri Z) O V) L JOB NO. 47036 SHEET NO. C1.6 OF � Bryan D. Cichocl¢ Z_ U Lic. No. _537'41/ � 12 12 PRE-ENGINEERED WOOD �'�0 alzel ( ROOF TRUSSES BY .I:� MEAN ROOF HEIGHT MANUFACTURER �T MANUFACTURER ® 24" O.C. �SSIONAL�i INSULATION SEE SPECS o E u N HEEL HEIGHT ^I c ----------- > EAVE P FP T E HEIGHT - — - — - — W ai E WINDOW H.H._ ___—___—__ H W > 3 Q W 00 3 W i n W WIe p ti BEDROOM 3 CL. BATH MASTER W.I.C. MASTER BATH d � z WJ—o Z O N d 7 H y_ cl� SECOND FLOOR ~ = U ��Na w M --- TOP OF PLATE ____ a O U w p W W W j WINDOW N.H. _— _—___—___ F ¢� U1 w c OF Nry w OOO v Z KITCHEN DINING FAMILY ROOM ~ c o o cw7 zo UUU (7 U) Z a a a 0 FIRST FLOOR O a � o L7 O N N TOP OF PLATE Q CL 4 6- — — — —— 0 > WINDOW H.H. 0 ti ti ti N 19 8' w W Np �O QO O rN S Q N N q m a m GARAGE MECH. CL. STUDY / OPT. z BEDROOM o U1 DATE TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: j 4" GONG SLAB ON GRADE W/6"X6" #1.4/1.4 ON Of TOP OF SLAB 6 MIL POLY VAPOR BARRIER ON 4" GRAVEL FILL ICI S�ZO2I p 3%slo a=9" CONC. FTNG.(SEE STRUCTURE) } DRAWN BY 0 4" CONC. SLAB W16X6XW 1 AXI 4 4" PERF. DRAIN TILE W.WF ON 6 MIL POLYETHYLENE C. GAYNER ZS"•O" VAPOR BARRIER ON 4' CRUSHEO STONE • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 12 PRE-ENGINEERED WOOD W 7 ROOF TRUSSES BY MEAN ROOF HEIGHT MANUFACTURER @ 24" O.C. O INSULATION SEE SPECS HEEL HEIGHT HEIGHT -- - -- �) W WINDOW H.H. 0 0 `o BEDROOM 3 CL. BATH W.I.C. MASTER BEDROOM U Z OO>>o SECONDFLOOR LL TOP OF PLATE U) wWINDOW H.H. - - - - - - - - __ - - - - - - - ' LLJ Z O q JJ m O m l� Q Z m KITCHEN GREAT ROOM o Q w�>(D N n r Ln zW Q Q D J ° o W FIRST FLOOR n cO1v ry TOP OF PLATE Z 0 GARAGE O MECH. REC. ROOM 0 O m TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: 4" CONC SLAB ON GRADE W!6"X6" #1.4/1.4 ON 5 6 MIL POLY VAPOR BARRIER ON 4" GRAVEL FILL CONCRETE FOUNDATION TOP OF $LAWALL (SEE STRUCTURE) B _ _ _ _ _ FI (1eF� 1/R" l F(1(1T _ _ _ _ _ _ _ 3%slope =9' _ CONC. FTNG.(SEE STRUCTURE) rn L a" CONC. SLAB w/sxsxwl.ax1.4 4° PERF. DRAIN TILE r 25'-0" VAPOR BARRIER ONL4ECRUSHED STONE V JOB NO. BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. 47036 SHEET NO. C1.7 L BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. Bryan D. Cichocki Lie. No. 53741 /Z/telu yfosk M E O 0 O U N � N C > E w a E w w 3 Q LL 3 p LL — wO `mom j V20 z w — n O rn Lu ry V ti W U Z f ? U �i � Q W o Q = ;r O i c ry z U¢ m O z z z F PN > 000 w M of U U U 00 000 � Z a a d 0 d 0 O O O x F ti p ~ O O N w F N �-r Q \^ 04 z ~ 0 in DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 0 0 c) U) Y / w U � J' a 0o W J Q U7 ' Z W 0] O Q LL LU O W J O w U z C �_ 0 7D 0 0° 2 �0^, v JOB NO. 47036 SHEET NO. 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GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=100' T 66 O 0) U J OQa J ' /!�n -I V Z w U) c0 Q J J = T I ^^ LL 0- Vu O �: J U) o < U Lu CL O 0 O O D (O V I JOB NO. 47036 SHEET NO. C2.2 c a 2 9 8 n 2- n c m IQ m 0 a c m t m m r c 0 a� t 3 a =0 a n0 12z 20 o 2 c 2 m g0 0 , (L 0 Oc x d O 3 w Z m O a � d o5 0 LE Q § Q. .Z Y d c' c 0.0 t 3 12 c I zi 12 U E ao U -2 06 a c igv 0 m 'a N CO N m " U a MN m U C U m n o m m W. 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SE ENITY $ CEp I T 8 OT 1 LOT 20 LOT 21 LOT 23 LOT 25 0 M ♦♦ / EJECTO 350 SF 1350 SF LOT 1350 SF LOT 24 1690 SF I 44' o g /i♦ / / PUM , , I 182 F 50 SF 1350 SF 1350 SF I 1 a a o a ' 102' 6SETBA " rN ~ N % w �V ^�^�p .20'' I CG-6 > w p ANN �V le /,; / / I - -1B. 1 � — c=� o � N rZ CONDO #2 a- ; , °/ / \ \ 3 — — — — — — — — se.oa I R3, 4 �® 18 Z n rn (8 UNITS) \\ �. RT 9' p SAN SAN LAN SAN I DATE RT LOT 72 /° 4' I 3' 0 1/18/2021 / ' ! \/ / 14 \ R84\ W 8" 8' "W 1 R106' `SA } DRAWN BY 7020 SF 4" GLASS 53 UCTILE / \ \ I5ON FIRE LI ; % \ - - G- R3' 8 C. GAYNER 6" G _ _ ❑ 1.5" WATER R3 DESIGNED BY \ METER O PARK \ 1'8': ; .z0, 1 \ 17.' • C. GAYNER FIRE I • �� ;':./ � \ i 9, / • CHECKED BY �\ I I I / • B. CICHOCKI .6' 6' \, \ r "NO PARKING 20' TYP. 22' I • • 8"X4" j ' ";'/ \ \ FIRE LANE" 36' COMBINED I „DIP SCALE TEE t \ 4SIIJNDATI ACSA SEWER I • 1 "=20' " S DRAINS_TIE T AND WATER - -4� F SET AC • HATE g i/. •:• ':.: \\ \ \ __ _ - --- -EASEMENT 7TH-22' -- - ---- - - ` 12 4" GV EMENI STORM SEWS T , yyf8;s' \ I I LOT 11 LOT 12 LOT 13 LOT a4 LOT LOz 17L I / PAD ~ �' 8' \\ \ 2354 SF 1780 1682 SF 1619 SF 1591 SF 1599 S 177 SF CLUS '/ 24' „X LOT 10 8' Tom% 27�74 SF =\ ti. i . I�OT 26 8' :. `\ SR / y�Fv�17'' o %� I I 21 4 y �G /06 /22' ° 1 LOT 9 /. '• 5'SETBACK I / / 752 STo11 �AN 8" CLASS 53 ° 4 5TH-22' AD NAM , DUCTILE IRON' r R CES. \ R15' SIGN .&P•) • WATERMAIN F TRANSITIONS EITHER SIDE. LOT)$ TYPICAL ALONG SOUTH AND EAST g `., ^LOT 6^ /' / __ - X0 SF SIDE OF SWEETBAY STREET. 0 MAX. 25' SETBACK 8 X4 \ \ N AND WAR ; - SEMA w J c!) T L FFER r-i \ LOT j; w J 2 /ap / 2190SF % 14' X \ FH w ° ° / SAN T-I Q LL 'NO PARKW O FIR 6 Lu SIGNS 9' 6„ (�V / ' ^ /.tg.. 8" DIP \ V I O D 6 MANHOLE PROPOSED \ \ NOTES: \ U 0 22' leOR AND / UNDER SOUTHWOOD 8" CLASS 52 \ \ 1. MAILBOX LOCATIONS TO BR COORDINATED ROAD VILLAGE 1 DUCTILE IRON \ \ WITH THE POST MASTER. I..L 14 SIG P F e P v p SDP202000048 4WATERMAIN \ \ 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & / 6" G / ' " 5,TH 22 \ `' �O / \ \ \ EASEMENT PLAN FOR INFORMATION ON Q C� MILL D OVERLAY \ FHA LOT \\'�. 8" WATER MAIN IN AC O CE L PROPOSED EASEMENTS. / PROPOSED UNDER \ j \ 3. ALL WATER/SEWER SERVICES CANNOT BE O / 16� SF 2 ' X' V T�SFD. WP-2 \� ESTABLISHED IN BLOCKS 9-11 UNTIL THE 17.5' PRESCRIPTIVE � / SOUTHW00) �J O / -- �-.- 5' SE $ACK ?° ° � � � \ j VILLAGE 1 INFRASTRUCTURE IS INSTALLED, / EASEMENT 6" RE R 20 / - \ VILLAGE 1 / �x \ \ TESTED, AND ACCEPTED. (TYP.) \ SDP202000048 / 13.82''':• ! �/ \ 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE \� � T2 / Y 1640 \ O(�� a A HANDRAIL, AS SHOWN ON SHEET C1.2. 19.0 r NO PARKIN 61 �� v 5.25' N. LOT 1/ SIGN 5�0 8„X8„TX& / < 1 / / \ INT IOR\ 2129 SF \ ( .) � 4' %� MODIFIED CG-3 B. LEGEND GA GE HEIGHT ALONG DRI Y / CONCRETE SIDEWALK O \ 4" FOUNDATION 7.0 ENTRANCES. DAYLDRAIGHT TOT / 7\ 6 TRANSITIO HE I s / HEAVY DUTY CONCRETE �+ EAST TYPICAL F S so ET H a �d5 / / LIGHT DUTY ASPHALT - ST / \ 5.25' . v / / \ HEAVY DUTY ASPHALT NPOg3 roe No. / \ \ CLASS B TYPE II TRAIL ' � '' SCALE 1"-20' 47036 SHEET NO. RUBBER I KEY PLAN 0 20' 40' C4.0 0 m 0 3 a 90 o �Z 20 o � c E w no wc a- 0 � 3 0w 0 � a o r LS n d m 2 Y J N X C 0.0 g„ 0 0 A8 d `o E 8M 06 a c �a 10 a 0 o � m a c m m c c ° sE L F E L I I LEGEND — — OLD LYNCHBURG ROAD I I NOTES: STATE ROUTE 631 w i 1. MAILBOX LOCATIONS TO BR COORDINATED WITH THE POST l VIVI RC I C JIVCVVFILR (VARYING R/W WIDTH I MASTER. EP 30"CMP W/END I I I 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & EASEMENT PLAN M HEAVY DUTY CONCRETE _ _ _ _ _ — SECTION I I FOR INFORMATION ON PROPOSED EASEMENTS. — — — — — — — — — — — INV.. (/N)=442.15' I I 3. ALL WATER/SEWER SERVICES CANNOT BE ESTABLISHED IN LIGHT DUTY ASPHALT — — BLOCKS 9-11 UNTIL THE VILLAGE 1 INFRASTRUCTURE IS — — — — — — — — — — INSTALLED, TESTED, AND ACCEPTED. — — HEAVY DUTY ASPHALT .I I II a I CLASS B TYPE 11 TRAIL SCALE V=20' RM RUBBER PAP• - • • - • • • �_� a 1 1 1 RVA E= WA xg IILTA 013100-5,10N 075 ITAWAMA krA E ' WA CC iLu - ... ... BUFF R ------------------i,♦♦♦♦♦♦♦♦♦♦♦♦-♦�. �� - -- ■■■■■■■■■■■■_■■II■■■ 1� ♦ ♦♦ .♦♦♦♦♦♦♦ ♦♦ ♦ ♦ �� . • • 1 - . • PARKING .I ■�■® L FAAMAFill... ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ H i ?ice .��----------------- • . •• . DOOR ♦u♦♦♦�y�C♦♦♦ �I ' EWRA-10 CLUSTER MAILBOX —♦ ♦ ♦ ♦ ♦ ♦■■■NONE■ .♦ �♦ ♦♦ ♦♦„'►��♦♦♦♦♦ I1 1 I 1 �,�!�• �♦ ♦. ♦♦ rr►,�►1�■■EN . 1 Ills► 1911E - _ • • _ . - . T mill® ' dl Illm .�.o, -� IBM .. �,,,,��,,��/ MODIFIED CG-3 . , ill �M V CUR�' DRAWN BY hqhu, HEIGHTALOING No I • SF woo /1 E i I ` �7Ae • ' 1 SIDE.5- SEAACK EITHER 1310 •mac n� • i�inil� \ I e DESIGNED BY LOT 56 Al_ jr FASEMEN LOT 67 �,c aggloi low B. CICHOCKI RAW; A A OPEN SCALE CS R—M L LOT 66 L o • • • 1381 SF ■lHis e ' HIM FIRE LAl Tl SIGN LOT DOOR BOX 06 Tl III ION 20'TYP. _j STOP AND ct� DRAIN 7TH • m � � V Y rif i•J _ �1 _.. _:':'�ilii�fwiir-','=".-y c�-Y%.ice ��► _ � � • � 1 � � �y �' 1r o^o,• �� -- �■ 1 STORM:WEIR e u .• •i 1 •• . NAME -22• i �I ll • s Al ir 1 •3 DRIVEWAY 1 1 1 111 1 O, • >♦�� -. • L --------------------------- ------------------------- I-------- ---- --- --- -- ---------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------- ---------------------------------------- -- y_________________________________________________________________________________________________________________________________________________________________________________ I OLD LYNCHBURG ROAD STATE ROUTE 631 1 (VARYING R/W WIDTH 1 -------------------------------------------------------------------------------------------------------------- ------------- --- OHT---- —OHT — — — ----------------------- — - - UGH P----- 'OHT �—OHT----- OHT— — — — — OyT \ \ HP— — UGP — OHP— — — — OHP— \ GP . �\ . GP = RIA P GP GP GP \ ION #3 .. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 r — — — — — — — OHT \ I a Ivirr PEDESTRIAN CONNECTION #4 �� \ 3L I \ \ CG-6 6 9 BUFFER I TRAIL BBUFFER FER \ \ \ � 20' aebea: I R5' CG-6 I 1 611X6" "NO PARKING 90° BEND "NO PARKIN I FLORA VIEW TEE FIRE LANE" DRIVE .. FIRE LANE" I I _W SIGN 6" GV IGNS I 6" GV 6" GV R18' R15 - R18'STOh AND ' — ` R18' R2.5' R9AD 44 ---------------- -------------------, T64 ;., 9. o afINTERIOR — 1 43 SF 20'TYP. 9.57'LOT 70 1844 SF w 6" DIP 63 LOT 9 31 20' ; '39CK I I 8 8' I J Q II---------------------------------- II / II / G Bryan D. Cichocki Z II -- Lie. No. 53741 / P SIONAL / y�54 a� ----- / o E C N o / N 0 / C — — — �' v E GP a X GP o U. GP Gp �Pi s G L M ¢�_ Voo z — in O rn \ � Lu Gp z� H '� U 3: o � Q W OF Q ti ti \ Gp V)v>o o_ www \c W UFO °N >Lu 000 \ M of NT\ a W J HT\ 0 0 0 UFO \�\\ vi aaa 2 l OHT\\\ O �¢¢Q \ \ x I � I I 5 G 3 CURB. 140' : ' . . . 40 I to ALONG I D I z I "NO PARKING NTRANCIi S. 20' 18:5' : 20' FIRE LA E" 5 LOT 62 I' SIDE'ITIONS 1310 SF 1 6 TH - 20' O 6 TH I- 20' L 84 SF 5' SIGN 1 a I O ; ; J 31' COMB I I ED ACSA I LOT 1 SEjfBACK SEWER AyIMD WATER 4' STORMWATER FACILITY s i ' w EASEMENT LOT 67 CCESS AND PUBLIC I 1310 S 1384 SF RAINAGE EASEMENT /e I OPEN 88, L 60 LOT166SPACE . 4 434 SF 1 10 IV' z F18 1381 SF I �/ � 4' X 8' CONC ETE PAD FOR (2) f6 UUH "NO PAR ING CLUSTER AILBOX FIRE LANIf "NO PARKING 20' 16:5': • ; 18 5' : SIGN I . FIRE LANE" r 20' TYP. OT 59 LOT �i5 SIGN �. 974 SF7114,SF/ I: I o I STOP AND ROAD 6' GV R3 �— �--'_�_�_�!='may _-_-•-` •___ Q, / , o,. ,. SA n11fL0 PARKIN SAN R18' R18' R15' R15' co FIRE LANE" S S N I GINSSWEETBAY STREET p 8"W 8„ 6°X8" E 20' � 8„ g 10 811W 900 BEND / ' T g" Gv R20' 30 5' COMBINED ACSA , OP•AND. I w SEWER AND WATER OAD'NAME' Q EASEMENT / I .SIGN &PY .) 8"X6" � II TEE iI 20' TYP. 22' y 6" GV i 5' — — — STOP AND I z FHA _ ROAD NAME / 7 TH - 22' I � "NO PARKING — — — — — — — — — — — — — — _ SIGN (TYP.) O FIRE LANE" / 5' SETBACK — — — — SIGNS LO 47 LOT 48 li 22' LOT 49 LOT > it 218 SF —f670 Sf h SF LOT 51 LOT 52 ��3 MANHOCEPROPOSED— N 4-708-SE 'L6Q6-SI— I UNDER SOUTHWOOD i 2710 SF i SAN ILLAGE 1 SDP202000048 s \ \ a , e I v . e , b s e b :URB. 1..HEIGHT a SAN i EIT H )OUTH AND \ \\ \ \ \ .\ Rl�Z ,N\ROA SAN TBAY $TREFy PROP03ED 61' VD_ O` MAX. PA I G SIGNS \ \ W TI _ W 8"X8" TS&V c o ° 8" DIP WATER MAIN PRO D 8" WATERMAIN S UTHWOOD PROPOSED U D ____-VILLAGE 1 SOUT SDP202000048 48 O/yT O 0000 \ \ 0 > \OHT\ 0 N O O 2 Q Lu rV \\\ Q \ ^ � 1 z O in DATE 111812021 0 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 0 0 TT� /A■ V, IY �z 1■` U Q NOTES: 0 Q 1. MAILBOX LOCATIONS TO BR COORDINATED 1 > (n WITH THE POST MASTER. �J w Lu 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & EASEMENT PLAN FOR INFORMATION ON Q H PROPOSED EASEMENTS. 3. ALL WATER/SEWER SERVICES CANNOT BE m ESTABLISHED IN BLOCKS 9-11 UNTIL THE Q VILLAGE 1 INFRASTRUCTURE IS INSTALLED, LL TESTED, AND ACCEPTED. O 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE W 06 A HANDRAIL, AS SHOWN ON SHEET C1.2. U) LEGEND < OU 0 CONCRETE SIDEWALK ^ } HEAVY DUTY CONCRETE L•` JJJQ LIGHT DUTY ASPHALT C) HEAVY DUTY ASPHALT 0 CLASS B TYPE II TRAIL 0 RUBBER 2 D �0A■ NPO 93 JOB NO. 47036 SCALE 1"=20' SHEET NO. KEY PLAN 0 20' 40' C4.2 L B/SCUI T RUN 0 CENTERLINE Ato ° WPO BUFFER 0 0 o 0 ° #o o, oI ° 0 0 ° 8 �0 ° 8 to O 0 / O ° ° ° 0 °, o FEW EFFECTIVE 0 ° ° � ZONEA 0 , 0 FLOODPLA/N 0 0 c / 100YR FLOODPLA/N PER 00 , o o ILOA MR CASE NO. 21-03-0029P0 ° 0 0 (UNDER REV/E149 , ° 0 / 0 0 1 / ° 0 L / ° ° o ° FLOODPLAIN PER° Alf ° EN0.21-03-00�P ° m / (UNDER RE1IlEW) , 0 0 yPER o 0 ° � 21-03-[ 9P 0°0REVIEW) ° , o a�° / ° °,pro° ° OT SIGHT/ / ° 0 0 / DISTAN��E / 0 , o ° EASEML�IUT / 0 0 ° , , 0 0 O�d / ♦ / i �' 00 0 0 0 00 a�O // / /�'' ♦♦ / / ° o 0MANAGED ° o 0 STEEP SLOPES Alf 0 0 (TYPICAL)Alf 0 0 0 �oy0o00 ° o�d�oi� /� 0 0 0 / / / Ile 0 00! 000 / // , 0 0 o 00 00 d�/ OQ' / /100, / 0 0 0 ° ° 0 0 0 ° 00 4"FOUNDATION /\\ L 0 °� 0 DRAINS TIETO 7' 0 0 / / / // /// / / STORM SEWER 0 o° / 0 0 \ ■ — — — — — — — — — — — — — — — — — — - UGP \ \ \ \ i' ■ UGP \ — ■ �GP — — — — — — — — — — — — - - — — � � Bryan D. Cichocld 'Z Lie. No. 53741 OHP--- �� `- ^�-------------�Y —OHP----OHP-- \...... z OH \ L— �SSIOGti oHP--�_—�_-----/ NAL y*54 / � � � � — � ♦� S_u1/€�TBAY-STRE� SW ETB Y S EE / // �i'� �� ♦♦♦♦ CURVE CURVE �1D'f EC IV* TV O A / .� \ i� i� ♦♦ / A _ Ooo4'71rNAn J) A = 9Q°9R'A7" 4%—\ LINES ^ E / / / /♦♦♦L = 61.37 L = 37.75 // W .N a // ♦♦ C= 60.24 / a LL o 3 ♦♦ C = 37.57 / / U v / / / / ,.♦♦ LIA PC = 12+57.07 PC = 14+73.78 r / / / / w W = M / /' \ ♦♦♦ PI = 12+88.94 PI = 14+92.84 I a / ♦ r ��o� 0 / / / //' \ ♦ PT = 13+18.44 PT = 15+11.54 I W N / / / �j / . ♦♦I \ . / I I U-) v O W W W // // NOW \ IML 1 I F c m W // 1♦� / \ I I I °N > 000 wM L UUU / ♦ ♦. / — - j / UUU 100, w w w / ♦♦♦♦♦♦ I T 8 OT 1 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 I O / I I ♦ 350 SF 1350 SF 1350 SF 1350 SF 1350 SF 1690 SF / p ¢ ¢ Q 182 F 50SF II m �000 U 0 ry ry \RTO / / a SAN SAN AN SAN I ' +00 1 + 0 14+ 0 7°3 7"E 14_ 0 I > DATE 13 - - - - -- ---I— -- - - - - ------ - ---t- I - 15+ 111812021 LOT 72 / \ // / / "i 15 .35' T ADO 3' o / 7020 SF //' \ / �� \ W $„ 8,. „W I I 8 w.�`\`SA } DRAWN BY R3' C. GAYNER RT • DESIGNED BY \ ^ry I a I • C. GAYNER \ I I I • S92 . a-.: �................ I / CHECKED BY .... a / \ I 1 : • B. CICHOCKI ABINJ D R3' 36' COMBINED I SCALE SEWER/ '` \ 4" FOUNDATI ACSA SEWER / • 1 '=20' RAINS TIET— ND WATER ER_ — — — — — NATER — — — EMENT STORM SEWE -- — ---- --- J. / LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 T 17 i / • �d5 LOT x0 2354 SF 1780 SF 1682 SF 1619 SF 1591 SF 1599 S 177 SF 1 7, 4 5F \\ \ . LOT 26 2154 SFIL W y O 5 LOT 9 > 1752 SF , Op 15. A i. LOT 8 1670 SF AND WATER V Q 1> M L Z \2� N d / LOT 5 / m 2190 SF SAN 1� Q LL Z \ \ \ 0 OU / LOT 4 VDOT CG-11 \ 9 Q ENTRANCE �d5 \ \ / 1604 SF LOT 3 s\��s L � � \ C 1611 SF R25' 9,y,�o ° / � ol O LOT 1640 SF ! \J \ \� / JQO� \ LOT 1 C \ 2129 SF Qo \ 4" FOUNDATION / DRAIN TO s / \ DAYLIGHT \ j / k\ JOB NO. \ \\ SCALE I"=20' 47036 SHEET NO. \\ \ KEY PLAN 0 20' 40' C4.3 5 / x \ ° d ° 3 a v'O o 0 0 20z 20 o� �_ E o a c m a0 O � 3 Z z„ 0 � a F m o LS o. N m 2 Y M � J N do dh m= c Eo m 0m o � a c �a 10 a 0 �o m a c m N 0 c ° as L F E L OLD LYNCHBURG ROAD--------------- i i OF STATE ROUTE 631 FLORA VIEW DRIVE (VARYING R/W WIDTH W i i CURVE 2 EP 30"CMP W/END SECTION I I A = 90°00'00" ----------------------- _ BanD.Cichocld 'Z - - - - INV.. (IN)=442.15' I I -------_ R=28.00 U --------------- T=28.00 lie. No. 53741 ---- - � IGP ' ' GP — o a3 — — — — — — — —------------ C = 39.60 GP N SCALE 1"=20' o�SS10VAI, G PC = 11 +27.70 — — — — OHP— — OidP— _---------� OHP-------OHP-- o 1 V 0 20' 40' \ �---oHP-----off----- -- — P— ---oH — — GP �'.�d� /�O \ \ o P— AT-= 1-1+71.68- — KEY PLAN — — �_ —OH E OHP— o \ \ TELE. VAULT E SW ETB Y S EE p,HELECTRCTELE. TV \\ — — \ — — —------------------------- E A-19R8- 4 LINES j \ �I ___A1yAGE�$--------------------- w vy --- � N R=112.00 // ~x"3 T= 19.06 /� /� ____ I oLL / ` — — — — — — — — — — — — — — — — — — — — — — — — — — — I < W L 2 L=37.75 // // .. .. .. ..—.. .. .. ..� —..—.. ..—..—.. ..—..... .. I W�V� o C = 37.57 / / t .. .. .. .. .. .. I a > . F = U PI 14+92.84 I // I Iof v o �, PT = 15+11.54 1 ( I I F U 5 o Lu Lu Lu R5' I R5 N w U U U 12+00 12+50 I 13+00 N27°37'47"E �+50 - FLORA VIEW DRIVE 14+ "�' of I o I ,i-�------I-- - - ---F--� - - -t- 279.19' -- - o t- -�- -----I o w 2 2 2 I I I I IN `v » > -- ' 000 I R1'8' I I % \ o gwww ---- I / R5' / R18' LOT 64 ' OQQQ 1 43SF I o aaoa 2237SF»> f 21 LOT 23 LOT 25 I / / I I I a LOT 70 F LOT 22 LOT 24 I I l 11844 SF o 0 SF 1350 SF rN 1350 SF 1350 SF 1690 SF I I / / — I I I W w N ^� �- '.e' I ~ �� N I / LOT 34 I - I LOT 63 I LOT 69 o N " ^' /-1350SF > I �� a ��^' / o I o LOT7 1310 SF +o 1384 �F ZO I I LOT < a o 1687 SF ��w 1485 SF $ I > DATE I a > I I I 111812021 R3' LOT 35 \ ` ` ¢ cn o AN SAN I \ 1350 SF LOT 36 I I o z DRAWN BY 14 0 703 7"E 14+50 _ I I \ 1350 SF ' LOT 62 11 I I I LOT 68 C. GAYNER 15 .35' _I -+ T I -00 LOT 37 III I 1310 SF a w I 1384 SF DESIGNED BY "W SqN 1350 SF �7 I LOT 56 I m • LOT 38 D • C. GAYNER I R3' \ �, 1350 SF / I Z I - 1485 SF I N 31' COMBI ED ACSA N SEWER AlD WATER co I R3' 1S Sp S \ 130 0 SF / e I LOT 5 I 3010 SF z I EASEMEN LOT 67 • CHECKED BY LOT 40 Z I 1384 SF B. CICHOCKI 1814 SF �$ 31' ED ACSA I I • SCALE L T 60 LOT 66 0 SEWER AND WATER I � I • 1 "=20' \6x\�46aSgN ` \ / EASEMENT 1 10 SF Z I I 1381 SF • I / \ ,2�633" I I I 1 • I / \ • — — — — — — — — � ��_ 76x Sq/y `� I LOT 5�4 R20 \ 2285 S---- LOT 59 LOT 15 LOT 16 T 17 \ r ........... I I I I LOT 5 ,��( 1974 SF I I CL W 619 SF 1599 $ II / � � � \. , \ 8'�, y ��, SqN I -� ... _.. _ -.. I I I 1591 SF 177 SF ¢. O LOT 26 I 2154 SF \ J g„ `\ �_+5 SAN SAN — I — — + �` , - W -- + --- _ 8+pp I SAN SAN R18' I R18' II 1 LOT 27 �,------I - --�---;__19+00 N29°46'46'E _ 19 F S S N T� I \ 1600 SF _ 8" I 8 W S19VEETB91YjWEET+- -- + LOT 28 I 1601 SF / o - - - - 36' COMBINED \ - I I 8"W -® LOT 29 ACSA SEWER / - _ - - 8.,Yv AND WATE 1601 SF SEMEN - LOT 30 — 1602 SF — LOT 31 I I v 1602 SF 41 .1 . I 1=I l 0 a LOT 32 / 34' COMBI ED I I J > 2113 SF - -4 QLIN ATION ACSA SE ER ' nT I I J z - - - _ _ AND WA Q FOUNDA"N W DRAINS 0---- Q STORM EWER - - S AIN��1� I < J NoR/ I LOT 41 S ORM SEWER I I I I - - - - - - - - ' w a 2pNR 2039 SF LOT 42 LOT 43 LOT 44 LOT 45 I I m ° Oq0 / 1575 SF 1587 SF > ° ° r-I a 0 1600 SF 1613 SF LOT 47 LOT 48 LOT 49 LOT 50 p Q 2181 SF 1670 SF - 1683 SF 1696 SF - 1708 SF 1696 SF 2710 SF 'w^ � SAN _ I I I - LOT 51 LOT 52 LOT 53 V/ z O —I— O m II I Q U ° i a n WEETBAY STREET \\ \\ \ CURVE 0 \ A = 17°09'47" 5 I D-- 0 OO PROPOSED 6P VDOT R/W 7 \ T = 15.09 17 L = 29.96 \ i - 17+13.92 G \\ \\\ \ \\\ \\ / I I ' I I� I I JOB NO. / 47036 L I I I I SHEET NO. C4.4 L I11----------------- --------------------------------- ----------------------------------------------------------------- ------------------------- I ------- 1 I ------ / �- Bryan D. Cichocld 'Z -----------/ °-- ------ - Lic. No. 53741 OLD LY UROAD �o� I STATEE ROUTE 631all -------------- (VARYING RAN WIDTH --------------- -- SSIONAL �yG 1 I / _ - t ------------------ E _ OHT-- OHT-- — — — - —— — — — — — — — — — — — — — — — — — — HT o u _ — OHT— — — — — DI' — — — — > E OHP— — — — — — —— OHP OHT= \ \ iGP �\ . w ai E Gp TELE VAULT O \ �\, \ GP v w 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a — — — — — — = �H EC T \ a� GP �/ ¢ U. 3 0 \ \ / W L M ¢ I Voo z I ..IaIr--F---------------------�< r — ---------------orn O -------------------------- C7 W vM I 6t \ O/yp\ \ OyT\ O C ai 'i w In Sn V1 UFo o = = N z Iz- — I— \ _"> i�i � O.K ELECTRIC TELE & TV V FO ^ N w U U U I I LINES \ \oHP\ \ \ \ w asa• \ yr\ a R 5' + �� OF 12+50 I 13+00 N27°37'47"E _ '�+50 FLORA VIEW DRIVE 14+ _—_ I II I 1i14�D88 yT\ \ O O O —�—r - - W -�- 279.19��—-�i emu\ \ O vi ii ii ii ' R18' I I I y QHr\ Z Un cn vI — — �� \ R18'.. —.. — _ a R15' R18' R2.5' / \ \ \ o p ¢ ¢ Q ° 0 OHP\ aaaa LOT 64 ? _ 1 743 SFrq I LOT 70 I \ \ oy o 1844 SF I w l J z' z jb J 0 OT 63 to LOT I9 DATE 310 SF 1In + 13841F ~I i o J O I o 111812021 -° I Qi } DRAWN BY I l e D I I i i I C. GAYNER ° z i I I p! ♦ • DESIGNED BY I LOT 62 LOT 68 I N It 1310 SF Q i M I 1384 SF d I • C. GAYNER j i m I I I a • CHECKED BY N 31' COMBINMED ACSA N I Lq w i SEWER Af�D WATER N 4' STORMWATER FACILITY a • B. CICHOCKI I LOT 61 wI� EASEMEN-- LOT 674 col z CCESS AND PUBLIC �a s • SCALE I 1310 SF 1384 SF I �RAINAGE EASEMENT • 1 "=20' LOT 60 LOT 166 I I // •• 1410 SF z l 1381 SF I i1 0 Tl d- �t a ;a d I I J C6 �---- OT 59 I a� I 974 SF I I LOT �i5 I I RT / TI SANN I SAN R18' I R18' R1.5' I R'15' —�C —_ --F-- -1S9�I+V0E0ETNB269i°46S-''—E-s �19 —_-20+00 S N 8 W 2N 5.64 \ / 0 8"W 1 U0 a . / U I R20' 30.5' COMBINED ACSA w SEWER AND WATER �c O Q I JI EASEMENT SWALLOWTAIL LANE �Y J w I JI CURVE J Z cc Q z o l A= 8°46'29" _I_, I R = 126.22 m T = 9.68 rl a 0 L = 19.33 o o l C = 19.31 LOT 47 LOT 48 LOT 49 LOT 50 I o' V / z 2181 SF 1670 SF LOT 51 LOT 52 PC = 10+22.17 > 1683 SF 1696 SF LOT 53 +' �I I 1708 SF 1696 SF I PI = 10+31.85 Q o U 2710 SF I PT = 10+41.50 / zvI Oro 25' Sq O � .' � a ♦. R25' o� N N HORIZON ROA SAN of \ _ Ho.iz�v 0 PROPOgEp 6� VO— O`W �N VDOT CG-11 ENTRANCE _ � KEY PLAN D �O V/ JOB NO. 4/ul SCALE 1"=20' SHEET NO. 0 20' 40' C4.5 L 0 0 op ° Bryan D. Cichocld ° 'Z APO l ( d° 1 — — = _ Lie. No. 53741 _ - - — --------------------------------- - SCALE 1 "=100' J I f I / ° 0 \ ` _ - - ----- ------------------------------ � NAL 0 100' 200' _ — — _ BLOCK 2 'R/W_____OLDLYNCHBURGRFI—L__ p _ _ _ ------- -- - (VA STA E ROUTE 631 add ------ _ - I 1 ° — — — ---- 91 4T °II t -------- ------- — — M 0 GP 0I \`\\ /I / o 0 0a �o M M U IHPEF OH 0 o o C,° o ° I ° T�ycpH wO v`m E 0OHP- . ON/LL,0 00 to VDOT-SIG 3PSCEE 0 o DISTAN o o��/io v// \'.'�Q:10 ,�\ _ 0Y1 � \I\ \ IoII \�\ I o a I\I C 0I 9�\. /°J °m\ \\\ 0 \ \\�\ o o P\ —�/\/ °/ -H\\-o/,P0E. M 0/`8_ P°Y— •Urf.Yo ,%(�` °E'ASE° ME —r„--/-/�Gf l `/ /S/I}1I//II /Ic�I IiII/ I✓\ /�1 \�/ \.QJ cC I s.\\\ O , I V>_ 'UV�cGGT—I�' �\ ��\IV �T'X'►\Oi s1�/,1I\ ;❑jI 1n\\ \\° J6-U/J\4 \\JY a� I ••••• •• z0•v •oo� z °°w _—Lri O (N( o a °Z0 °o BL I>x�0/ °0 o °M 30 0ooBLOCK 12aLLLU 0 �LUa (oU>n n `/ ° / ,mv� u/� 0 ° Eii i °o ° >>> ° oLU Of Q 0/ ° oI \ Jo/ a 0 0 0 0 o \ BLOCK 2 U) °!v o STREAM BUFFERO otid �ti P ti�LAIN Q QFLOOD CONSERVATION AREA r/ o 1GO / 0 0 0 �— — — — —0 �o /HP N �n mov 4 DA 0 11181202vr0U�o>~; 1 o 0 F- � DRAWN BY o -BL_ C vduII C. GAYNER 00 / o DESIGNED B 1Y _ CO C. GAYNER LCHECKED BY ° I�R11�W— \ —Al oA U �6) * ,s� . n B. CICHOCK I DU°°1 0 ° 1oOYR AU SCALE� 1"=100' ° o o ° A U A UBLOCK 30 o o ADU u ° �CK5Au ° I ° N A UoL 00 / (4)0 ° FAA U AD /-77 Li T 0 1.7 CL 06 ADU / 0 ° O 0000BLOCK 6 o° PRIVATE20'SANITA`10000 SEWER EASEMENT I BLOCK 4 ZD.B. 2984 p. 688o SLOPES°o TYPICAL) J 0°°\ ° / � 0 O '�\> z0 ° o° ° ° O 0 °i� \\\ 0 w W oo 0 0 /oo, L7 LLJ 1Q ° ° E20'SANITALL 0 U)° ESAN.P7 ° po WER EASEMENT v „U ° �(WA TER TIGHT) .2984p. 688 UGT o0 TOP = 398.1Z AT o G0 LP. ° ° 1.7 °° (WA PEy17P PENTL* ° o�v oo OP = 39. 000 00! ° o° o \\IO.39 0 u° o u I LL 00 0 0 ° °0 0° W°0° o o ° ucr� ° o ° v 7 � XSAN. 25 In(WAEGHT'1T=) o ci O 01.0.=3f9.80 o/ o / O /��1' �� 1`�\/i\/ i \\ \_�//may < \1\ 1\ �• / / ` \\ \\� ❑ V/ 0111 0 JOB NO. ucr p) \> \\\\ /I- \'❑ �\\ 47036 °°�<I I I° ucr °°° ULl —UGT SHEET NO. 0 ° C4.6 ° ° ` \ L & i — I I / °° ° ° \ 1 ° k° ° I I I I I I I °° 1 I �r /° ° I I I I I ° ° 7.41 ACRES TOTAL • / ° ° ° DENSITY AREA FOR \ — ° BLOCKS 9, 10, AND 11 I I I — — — — — JAPROX/MATE — — — _ °I° OCAT/ON OF /0 XISTING FHA \ .98 AC FROM PARCEL 1Aox \ \ ° ) — — -------------------------------- - -------------- \ — -- / - 0 .80AC RESIDUAL -------- -- ----------- ------------------ ------------- -- ---------- OLD ROAD --------------------------------------------------------------------------------------- / / o \ \ _ — � _ — — FRO]PARCEL 1A STATE ROUTE --------0 1>0.02'R/W c--------�- — — — — — -------'---� --- _ _ o \ \ — P a (VARYING RNV WIDTH y----------------------- -------------------------------- LYNCHBURG 31 — — — / -E— — — _ FOR LOCK 2 % 3.04 AC FROM PARCEL 1A L TArERourEs3�— ° ' — II (VARYING R/W WIDTH) O _/ GP L__------------ ---- / �, ,i /)�\, rA � A � i a �-"�til I� i ��►a ��1 1�� __ �� :.� � -_i ;�Iq � __ / I I i I II I I ,� Bryan D. Cichocki Z U Lic. No. 53741 o � IONAL0s M E O O N � N C > E Q LL 3 p LL ,I wo g� j V oM° Z —n rn O � ry V ti (7 W U, M Z f i u 3oV)X U) Lu ry Z =i v¢� O N 0 w > Lu00 U U U M a _ 000 I O d o O O O O O P o :3 � � \ / EX LOT LIN 06 1 � .17 AC FUTURE ROW DENSITY / RESERVATION FROM PARCEL I C-3 .04 AC FUTURE ROW DENSITY '� OAK n O RESERVATION FROM PARCEL 1E V 23 AC FROM PARCEL 1 D 'j 1 .68 AC FUTURE ROW DENSITY V� i \ A G� I I 1 1 1 RESERVATION FROM PARCEL 1 D / 2 FUTURE ROW DENSITY \ .06 AC FROM PARCEL 1D r 1 I I i\` ��ccy OW PROPOSED WITH S I RESERVATION FROM PARCEL 1E \ \\ � 1 % . y ,o� — C — � J / / Z \ 1 I rl 1 j 1 \ \\ / / f1 sDPzoz0000a8 I ul C - t PARCEL 09000-00-00-001D0 V \ \ I 1 LO ` LINESV \' — _ �— _40 J 03 .15 AC FUTURE ROW DENSITY RESERVATION FROM PARCEL 1DT \LG l l—/ /TTERNUTLANE — — — �T — o\\A \\ .;o NZ� ��t / ba�0 v OW PROPOSED WITH � W.OAK\ I — — — — — — — _ — �TOPA I - o m o �y i l 0�3 / C O (/ J SDP202000048 J \ \f a \ — — — A_ J / / ^ Ld Z j \ �/ \ / -z\ �1 LL=4695 _�� I '' / -/ J LLI !\ \ \ � O SYCAMORE � /� / � � \ 1 1 � \ \ /� 46 .3 � � � � — l T L _ Q r co � /G MPLE W v^ L II POPLAR UGT —UGT UGPV / a ^(OucT� O I 4�` -�I I J / � / �I I— I I � � ��/ /\\ \\ \ �— � \ \1 \\ I �� / \\•/- / � I I--, LEGEND: Q I — — — — —~— UG C \ \ \ \ \ \\ \ x/ \� /� AREA FROM PARCEL 1A O I I —UGP_. — \ \\ I l ARTONOR/VE W W / \ _ w— — \ N .O � R'.9� 1 z\ \\ ax g s\ O C AREA FROM PARCEL 1D AREA FROM PARCEL 1E % \ \ SpN O T �\ \ \ FUTURE ROW DENSITY i RESERVATION FROM PARCELS AS LABELED 0000 Li UGTrj — UGT- / U I / \�z01 \\\�� I / , / /fin / OP \ \ \\c II U _\�/ — / / /� P,O a� JOB NO. ,a L J\ 7 I N 47036 a� x 25 �l I _i SCALE 1"=60 SHEET NO. 0 501 120' C4.7 L — — _ ---- 0 FHA ------------ 0 CLASS B TYPE 2 C - — --\ -- - Il-\ \-I --\\O;-r--/ I-rr^-1 /\'-�- - _ -/ � G Y- /0 PEDESTRIAN TRAIL C B T\PE2 - - _ --� J -'vP— -\ � -�� - Q \— p�— ?/ ° SJ— ___ (1493LF) PE$RIAN OLD LYN CHBI REC. AMENITY BLOCK 2_ - - STATEW4i p---------- ----_-0 � -. o/ i' \ 3•~~O•4d • o C=>�7�•s>p° Bryan ryan O N D.ACLi/ c¢>hV��F ocyZO"Cl BLOCK 9 SPACE - - ----- 3741/ CD ENITY SPACE SCALE I"=100' o° /0 (1059 SF) UFO °° OHr�0 100' 200' ° PL�/70lBLOCK 10 CLSS 0 /° BLOCK 2 0GoH ° TOTAL GREEN Z.. PEDESTRIAN TRAIL FIBEROP7/Cv1'4 o MANAGED ° SPACE (290 LF) KQ LNE0 ° ° °STEEP SLOPES 8351 SF) ui 0 (TYPICAL) REMAINING AREA o °°\ 0 TOAGREEOF BLOCK 11 TO BE o E E ° SEPARATE OER o o SPACE(59518 SFvw°' \ / CLASS B TYPE 2 BLOCK 12 LLT,3 70 o°° O PEDESTRIAN TRAIL �W ° �0 ` _VoMo z a ° ° \ °/° r ° �ao s h WOU>Oain JT,OW�OU>Ri'ZEn W ° ° BLOCK 2 \CLSBTYPE 0 0 0 °EDESTRIAN T PEDESTRIAN TRAIL 2 oy o ° v ° DESTRIAN TRAIL BLOCK LINE (119 LF) °oBLOCK 11 o � ADJUSTMENT. BLOo AREAS MAINTAINu ° JWITH ADJUSTME1 0T BLol u 0 0 LANE- — — — —— o 0 17 °°\o °_9P—o 1000, °— `vryO a 2 w °� O N so ^ .�— 1 clij u 0 - °°° °°°° 7I O°�° �,yt o o 0 0 o O o 0 0 ^/ /DA — C. u ° °11181202 OUjOdvryti 1 00 DRAWN BY 771 RWEo BLOCK 1 °OwI/ PER SDP200048 DESIGNED BY �Y 'L"00or APPROVE BLOCK 3 V C. GAYNER0 . 0 —o PROVIDED FOR CHECKED BY REFERENCE ONLY W cr ° JLill 0 B. CICHOCK I vc IJI �° ylk n SCALE o Ll 1"=100' o ?_4a 13 <\� °I'o/ C 0 `k 11'o � � PR/�BLOCKRBLOGT �G \""\ JL co SEWS °s -2, DB2 6 / /% N- Q° UN 0 0 o o o o o o�o 0 ONo � 7 _VM6 % O ,, o E20SANITARY wJ° IviGz1 UGP y°\ /WER EASEMENT °� I SA. / ^ (WATERTIGHT UGT 1!7 0 E:B2984 . 688 o TOP = 398.1 ° Ll99P.8° o 0 0 EXSANMH26 UG` I �U °°WATERTIGHTIVENTED /! y LLJ ° \ co 0=391.7 ° TOP = 396.1 0 0 100, °o ° °o L9=°3�° '000, Q ° j ,!LL 0000�0L90.�V- O vJ Lu U) V °o ` 0�CC --- ^ w�0000 i 0000� °� U 0 UGT o\ n°�/ ui ° O ° "°off � (Vfd \ ��J i / \\ O �XSANMH25 0 \ / (� I I / ((Y \ (WATERTIGHT) o I O // o TOP = 396.2� o I l 1 / // \ I o L1.=389.0 0� II c i`�dW/ O o �)�OI / — j� \ �OW J O J t—'Z �UGT� J / ° o /\� —UGT — — —UGT / „ o UGT NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. Z) O U) JOB NO. 47036 SHEET NO. C4.8 L LEGEND 171 STORMWATER FACILITY EASEMENT PUBLIC DRAINAGE EASEMENT ® PRIVATE DRAINAGE EASEMENT ❑ PRIVATE & EMERGENCY ACCESS EASEMENT F7ACSA SEWER & WATER EASEMENT ❑ PUBLIC ACCESS EASEMENT ElWATER MAIN ACSA EASEMENT B/SCUI T RUN 0 CENTERLINE , 0 ° WPO BUFFER ioo—o� o 0 0 Alf o, O� o, 0 0 o; EX.24"HDPEAPPROX LOC. o N �o o $ oI v / / ° 6\- / 0 °, o FEMA EFFECTIVE ° o ° � ZONEA // / 0 , 0 FLOODPLAIN 0 0 c / 100YR FLOODPLAIN pER 0' Alf 0 LOMR CASE NO. 21-03-0029P0 ° ° ° (UNDER REV/E149 , o o 0 0 / 0 0 L / ° 0 0 0 500YR FLOODPLA/N PER° , ° LOMRCASENO.21-03-OOV ° m / (UNDER RE0 VIEW) , ° 100YR FL OODWq y pER o ° ° � LOMR CASENO. 21-03-[�gp ° ° 0 (UNDER REVIEWj o , o ° / / OTSIGHT// / 0 0 0 / DISTAN E / o , 0 0° / EASEM@NT / ,,� / • 0o 0 MANAGED ° o 0 STEEP SLOPES / ,000 (TYPICAL) o°Cfld� Alf 0 0 0 • 40'0 ° ° ° O SIR ,0° ° °�° O�d� ° $ O 0 0 ° ° O ° ° Q 0 ° o dn� ° r° 0 ° 0 ° ° 0°0 000 //' �F 20' PUBLIC ° \ L ° o / / �/ / DRAINAGE \ 7' / 0 ° EASEMENT 00 ° 0 o� m� 10'PUBLIC / // / PRIVATEkEMERGENCY / 0 / CESS / / / • AC t>S EASEMENTS 0 E SEMENT ° / / ALG FACE OF CURB / /^ / , \ \ ■ _ _ — — — — — — — — — — — — — — — — — — - UGP � F \ \ \ \ i ■ \ i ■ ------------ Bryan D. Cichocld Z �--_------------------ NN—\. lie. No. 53741 OHP--OHP—OHP— IONAL-OHP—� ,y�34 10' PUBLIC O.H ELECTRC TELE. TV ACCESS / / / \ i ,.�� EASEMENT LINES N E _-- _ — 10' PUBLIC // > E eE / / / / / _ �I�•• ACCESS EASEMENT / Lu v 3 u . ' ''�'' ` ., •-- — ---—---—--—-—----—-——- — ——— —— ——— —— —-- — wor pjj Emil lm • ♦ '♦ ■ '.1822 SF 1350 SF 1350 SF 1350 SF 1350 SF 1350 SF 1350 SF 1690 SIF 11//II/�/I//�iI1�'�%/�1d1/OSI�I /M�/IIII/OtI/��I1/Ii��IM%II';/�O<IIIIf►11� . • • ��h�.�►)�l - �hd�r . diyATAFAI . d,KAFAFAI rdHAFAN DATE 111812021 os �i• ,rye �,�� -: I I • �� 1N�►DRAWN BY C. GAYNER DESIGNED BY �d��dd- �;`,� ��lRi� �� • �CHECKED BY •. /jI� �p�� I lam'C. GAYNER B. CICHOCKI IMP SCALE BOX WIN BEER;' WIN NAM /°` / / �/ //• / �� L� ��/�� / / l / f / / T l� AS ND WATER `i Q J EMENT W J > Ld DOMINION POWER Q w LOT 5 / / EASEMENT .. ....v. Lu �. ' w VARIA E WIDTH / / / / / 2190 SF / / ? 20' DOMINION ER v <° SAN ° a Lu V) / STOR WATER / A. SE ° / ° O FACILITY EA MENT / / / / / / �� / / SPN \ w Q / // i }} Lu -STORMWATER / / °°. / / ^ z / CILITY ACCESS / \ V / o EASEMENT / R25' ° / \ \ Q O 110T4 \ \ / 1 604 SF �P / LOT ^' � ��\ � i NOTE O 1611 SF \ :4 R25' 9,y�0 / \ THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE ° OCLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT \ v °•' k INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT \, LOT 2 ��J J PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND 5 / \ / 1640 SF 00( / \ FOR USE IN RECORDATIONS. \ LOT 1 !\ \ 2129 SF D V/ JOB NO. SCALE V=20' 47036 / / / \ \ \ •>.. .4.0 �/ / / �� \ \\ SHEET NO. KEY PLAN 0 20' 40' C4.9 L OLD LYNCHBURG ROAD STATE ROUTE 631 w EP (VARYING R/W WIDTH I 30" CMP WEND SECTION I I ---------- ------------ INV..(INJ=442.15' I I iGP GP — IGP — — — GP — — GI NOTE THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND FOR USE IN RECORDATIONS. --------------------- ---------------------------- Bryan D. Cichocki Lie. No. 53741 /Z1to% WMI, SCALE VI • o • • - • • n - �A j 0111 ''OH _ WTI HP—! U. LL NG FACE )F CURB w��. % %I/,%//.% %I/,%//%�%%/_1111 it/_/_/ .� - — — — , T i ♦� 00�1 ►� 1 NJmombIMENI WIT ■� �■ i i i 1ii NMI, 00 . ,t i/ Ilse_ .. ,WI III •� I14: , .� �% %14 D,////,/I 11 y am I • ---- �1 1 Illllllllp\ -- Imp, 1911� �, • ,. h _ �..,�, _ ~I �`` • '. 1 I�oi11 ?y i,r;, ,III O\ oy 1 —DRAINAGE - --_�� - II I h . . III® III rl� �-� ��..,: s��i.:�iiii�l.__.ii�..ii;/nl;%l+ - • 1 ' ,@, ,Il�c,� 1 `�I jj► I DRAWN111812021 1 . - � ■n� IIII� .. LOT 68 1 MLOT 56 — DESIGNED BY IdN��NA_ UNIfffil a_y�ld �,-� = °hvv + • 1 � s� I �...1485 SF �� I l�T7. C. GAYNER SEWER ' D WATER CHECKED BY • i hp 31'COMB111 ED ACSA 1 �'�- / A1384S B. �..,.;�C ' 1 SCALE • • .1 •66 EASEMENT 1384 IIIS IF �II� 1 l � ht1i;,.� 1, � V► �Q � • - � emu_' r <in� �. ♦��, .Aj� hq�•:��I� �i 1 ,�, �A ►,�_� II 111sF CURB MI TI 1599 SF,,l hIRWIN ��06 a5.��o,� �.. l 4��e, \moI�`�l;�f►��Q�:�� c=` ro7G��. 9� .. _-�� = ��Mw,'��:�� s `�� 6 '1►♦ �.�w`\a-te -v��_ -- - - ■ ■ d � Ye'-��r� � �� ♦�:�`�,-cam '�� ` ICa.__i 1 r-- - 1 Vapaf, ��19a1saiis:,l .��=►gip �. ��I� .. �I • • W. ` LOT 42 LOT •Lu •. • .11•, _�■ __� _ ■v 1: u w• _arc_ r w s a f . mLEGENDPUBLIC DRAINAGE EASEMENT TORMWATER FACILITY EASEMENT • PRIVATE DRAINAGE EASEMENT D kk PRIVATE & EMERGENCY ACCESS EASEMENT 0 . - NIACSA SEWER & WATER EASEMENT ••PUBLIC ACCESS EASEMENT • >♦�� ■ � • WATER MAIN ACSA EASEMENT I ---- ------------------------------------------------ ----------------------- -------- OLD LYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH ------------------------- ------------- EP -----------------------------------------1 —OHT — ----------- �;p UGH 'OHT OHT— — — — — OyT P----- .�—OHT--- \ — P---—OHP-----OHP \�\ GP '•�� C I 31' STORMWATER PRIVATE & EMERGENCY 10, PUBLIC 10' PUBLIC pyt\ S FACILITY ACCESS AND ACCESS EASEMENTS ACCESS ° ACCESS \ T PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT I EASEMENT \ \ .. — _ .. � I I I pyT\ I I VARIABLE WIDTH �. 11844 SFLW ENT �� ,.Ij• 1 III' ' / II ' i� 111� � III LOT 62 1310 SF LOT 61 1310 SF LOT 60 1410 SF OT 59 974 SF i I LOT 47 LOT 48 OT 49 LOT 50 2181 SF 1670 SF I 1 LL) I SF 1696 0 LOT 51 LOT 52 1708 SF 1696 SF LOT 53 2710 SF I � > ° s R, a n •I d 10' DOMINION POWER -� EASEMENT H / PROPOSED 6/' VO- O` ' Y �^ STORMWATER FACILITY ACCESS AND PUBLIC DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENTS TO COVER ENTIRE PRIVATE ROAD PARCEL 20' PUBLIC DRAINAGE EASEMENT STORMWATER FACILITY CESS AND PUBLIC 41NAGE EASEMENT \� 20' STORMWATER FACILITY Vr 1 ACCESS EASEMENT /• 20' ACSA SEWER EASEMENT / / 30.5' COMBINED ACSA / • SEWER AND WATER EASEMENT / / 20' ACSA WATER / EASEMENT / �''•'• ' PRIVATE & EMERGENCY / ACCESS EASEMENTS e TO COVER ENTIRE EL � / 3RLVA�F NHOCE-PR�P(JSED� � '• � UNDER SOUTHWOOD / VILLAGE 1 SDP202000048 SAN S > ' '> /d a .. > . .. .. e. ly R25' cs / HORIZON ROAD v 20' DOMINION POWER 4 vs .EVA X/ 'qN C1 GP r llo� a� GP \ n; --------------------� ------------- � T � � %/ UFO � 14, - �\ o \ pyT\ \ \ pyT\ \ \ \ \ pyT\ I� KEY PLAN Bryan D. Cichocki Lie. No. 53741 /Z/telu yfpsk M E 0 o N � N C > E v E W i- w w 3 ¢ LL 0 3 � LL O aLuj V oMo — Z O n L Lu N V w Z f ti ? 30�Q U w .w N v< O �� m F > 000 °N w U U U a M � 00 000 0 d 0000 F ~ N O O w LuN Q \^��/4 Z ~ 0 DATE (f) 0 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' OZS 0 V z LEGEND � V ElSTORMWATER FACILITY EASEMENT 0 ; a El PUBLIC DRAINAGE EASEMENT m w J �z H PRIVATE DRAINAGE EASEMENT Q Lu Lu rl a Lu El((( PRIVATE & EMERGENCY ACCESS EASEMENT LL O Q ACSA SEWER & WATER EASEMENT %%u � O Lu p16 U ❑ PUBLIC ACCESS EASEMENT 2 0 171 WATER MAIN ACSA EASEMENT C) 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& 0 0 2 /u JOB NO. 47036 SCALE 1"=20' SHEET NO. 0 20' 40' C4.11 L NOTES: f \ \ / / / .' i ■ / I __ _-----1---- 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS o\ `\ 1 �\ \ \ / / / / /' / / / / �/ / �/' 1\ ■ / \ / — _ — — — _ — /' / / AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND , r "0 BUFFER I \ \ \ ' /' /'i \ \ ■ l _ _ _ ! 1 ' / QF DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING ° R \ \ / / / / f / \ ■� — / / r I / / / % / / / / / / / / / / / �� TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY / `\ \\ _ / NOTIFYTHE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. o° 1 `\\ \ \ / / / X \ \ \ \ TREE 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE o 1 \ `\� /\ / / i \ \ PROTECTION ■ / , - Gp / C'p Tp DOWNS. Id \� OP1 1 (SEE E&S ■ / ' GP — Bryan D. Cichocki z 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE �°/ / / / \ / / \ LENGTH: 27' / / SHEETS FOR / r ' - / `~ FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING ! / /' / WIDTH 1: 6' , / / ' DETAILS) J / ' TP �1C. N0. 53741 PERMIT TO BE PROCURED BY THE CONTRACTOR. ! / / / / I WIDTH 2: 9.6' / ` pHP O r r� — — —OH T / — — — O p_� 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENTAND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH 04f I / RIPRAP CLASS I TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT - , _� OHP— / NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, 1— OHP— — / / / / / r' / / / / SIONAL PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. / ` / / ^ ' \� \ \ ! /' / / '' ^ 'UNDISTURBE[Y / - 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, I / ' �� ' / ^ ' - ^ ' H>FLECI TELE. ' _ _ 162 / / / ' PRESERVEErTREES TV SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL / / / \ / , / / , ' LINES CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END / / j / / ' TP / / / / / ' Q / ' / ' / / - ' _ _ - - 0 0 IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN TREE ADDED DDED /yAr4i/ T /THE HE /1BE// QU,EI�/S/ / T/ d/ OF /r\T/o/H1�E /\ l / COUNTY OUNTYrM//dT\`H\OUG/\Ho/To\T,R//'r �HE /RpE/ \V\ \I/E\W \\ '/PROr\ CES/ 1/S /T/// \yO �ALLOW LLOW FOR DIFFERENT IFFERENT , ACCESS CCESS r/SUCH �a/ ,A•\/r \S ° / // f/l�r //\/ 1/\1 , / �'/�\'\�' /r/ r/\1 \ ' .'a//rr0. "\ r11 •`I\I//E1/X2/4/\ / /r/ 1HD/ / P////' E1�AP/I P7'r 0/XI\L1 O/// / S//r/C // / Y/ / /\// '' �/ //�' /r r / I '/1// !/ 1 //' / /r/M, 1'i/ L/r'r8/// '/' /�D/////I'A'- '/�/M',1/./� /I EI' 6T_I ' 1'�/ E_R/ ,/� /' /////I 4, '' '-I/ � II.//1 ' r/_�'4\ /// g �I /cC� / ��/`/// �/ ,' / /-^ �-ai /� e/ '5j�/—./--ma0 /_ /`-�_� �--- /_y� \ __ -II_ _ • _ '5_ '�_ ' \ --\__\ O / _\`_ ./. _/r \.d/\ °\ /'v / /\ i�'_ \° / `�./\\/\ �. \ ,/\Q—r� \/ / \ \1/ //O •\\1\'°i/ 1bO\\\ 7\ / /\ \ ,/ '/\`' \ _ /\\/ PROTECTION ROTECTION \ \ � •ao O�•~ •QN?� No •NLL~E / STROLLERS OR BIKES. (SEE E&S E '0000,SHEETS FOR t- w -- /' // DETAILS) FL�° o3 LL 0 o° sM / 0 Dr 0 FE�A EFFECTIVE zILU --oo , ^ o3 U ZONEA O x ° / Lu 0o> RLOODPLAIN QO ° 100YRFLOODPLA/NPER°° ° ° L O.21-03-0029P° ° ° (UNDER REVIE1490 0 LuJJlTOVOV�L ^O2O 2 O ° D °o ow 0500YR FLOODPLA/N PERLQMRCASE NO. 21-03-P, VOO (UNDER HL VIEW) fLOODWAAPE°100YR M LUA4HICASENO. 21O d o o(UNDER REVIEW d� 1 0 o0 OTSIGHCL 0 O 0� DISTANM° /�/ EASETo ° BY Lu N°'� N� 6w oer /o Q O ry 0 MANAGED 0 ° SANSTEEP SLOPES ° 11181 ,O ° "W DRAWN Bti>v�a^ryY (TYPICAL ro �o�o ° ° C.GAYNE1QQLRo DESIGNED B 1 Yo C. GAYNER ! o o CHECKED BY o ' ° •• B. CICHOCK L I! SCALED > o/ 4" FgUNDATIO 1 "=20' °DRII SE °/ 0 Or SEWE0 0 STOF;M 452 o STO TE Lr4FQEI /ASNTY�"" 0 o � ° ° x STO0 ,`M SjWR ROW o o/ CL ci6 ° 115 e ADS 10lDOMIN s W_DV a _ If < LLJn w / IN ON POWER Q Z ENT w 20'OMINION Q Q SE LL If ` / PT O 4�3 O co Z FONDAVION\ RAIN ToItDAYLIGHTo CT JOB NO. 47036 1"=20' 45 I I .I / — ' — - - -\ - — _ L _ \ SHEET NO. \ — KEY PLAN 0' 40' CJr.O L OLD LYNCHBURG F40AD ST4 fE ROUTE 6 1 \ OF %l ---- ----- 1 \ \ \ \ O (VARYING RM/ WI TH 36" CMP W/END SEC�_ION - - - - ✓ - 1 / / ' _ - - - - - =\_ \ \ \ \ \ INV. (IN)=442\15 Bryan D. Cichocld Z lie. No. 53741 _ I / P/ // UGP TP / U( _---- -_-GP LENGTH: 11' / / % \\ TREE WIDTH �'l' GP / / � � ' / ' PROTECTION SCALE 1"=20' IONAL ' - \ (SEE E&S IgTH 2: 10.5' , GP- SHEETS FOR O RIPRAP CLASS II 1 / ' 0 20' 40' , — OHp — - — s — — -/ /— , _ DETAILS) JGB _ _ SWIM B - STCORMTECH ARCH PIPE DETENTION \ / r / / ' - , - - KEY PLAN = —_ —� " E - / SYSTEM WITH ISOLATOR' W \ / / ADS P-FLO PI TER�� nN c v / / / - 3 EBrTRE- H.FZECTR 'TELE / / / / / / _ _ -_ i TELE -b,�ULT a � �ED'fREES L/NES _ -' TP / 03 / /' /' / ,' /' _ - - - ' _TP - - - - - / w v E TP / // P _TP / , - _ _ - w-77 N 3 /, __I TREE n _ ' 46 '� �/ -- ¢LL o 3 PROTECTION — / / / / / / / ' / ' A� /� / / w O (SEE E&S 448 - - / 05 4n7 458 45 ' / ' / ' / ' / ¢ J v b z dl— �� - _ _ 45 \./ / / 462 46� / / - - - / d .+ o rn dl SHEETS DETAIL OR �49 451 / 46 461 464 / 6 / /' / ' / ' / ' 47 47 / / / ' / / fn N N a —452 / / / / 466 R� , ' /' /' / 23 472 / /' / z F B a. _ / u C O ��V)a 202 / TR U I / / / 224 ti ti 21 220 i / , / / �x vry z 222 13Lu / / /� / / / / / / /� / / / 229 �'>-FLRA VIEW DRIVE ,' a ° 44 _ 0 0.6l 2 1 i '' / ' ' ' 230 ' - O a ti (n ti ADS BARRACUDA I // / /' ,/ /' /I' / / I O 3» _-- - _ _---- -_ _ `. 240 I SYSTEM8'DIAMETER / 34 ,. 1 I / l I / / / / I o �N•NN � ' w ^Ip el N _ —\� �� .x\ / / 1 I I 1 / /I e% 222 ✓ / / I / / i /I / z / / //`� I / / b1 I � i. � DATE 1/18/2021 _� � G I I l 1 I/ // // r Z /� / //' I /' /, DRAWN BY \ \\ AN SAN - _ _ - D I C. GAYNER I � DESIGNED BY - - 20 'Vv W I _ P 8' --� _ -- \\— - 11 I I /Q / /'/ /// /'/ •• C.GAYNER I I I / / �I I II �� / / < I I / I/ • CHECKED BY � \ � , \ / 1 1 I I I L . � / /: I I I � I �` ' ' � � / • B. CICHOCKI `��\\` ,/ \\\\\��\ \\\\\�\\\ \�� 1 — ��___ ___ _ \ \\ f 11 11 1 I I \\I I\\ \\ \ \ / /\. I I I I I I I I / / I /v • • SCALE II /' 1"=20' ID I / I \ I Iz I II I II I I ° - • \; \\ \fig, \ \\\ \\ \\ \ \ I I I I I 1 Doi \ \ \ — 1 464 \ \ 1 \ ° .. °\° \ \ \ I I �� 456 \ \ \ \ \ \ \ \ / E1 _ \ \ NCO ` \ \ eased' 212 ) ..... 40 \ ° \ \ \ I \ \ I\ I I 06 /\ 1 \ SAN 1 I I / �e / _- — _— — \— '� / / \ \ \ \ \\ \ \ \ \ \ \ 4• 8' P �f d' S ET'BAY STvv L ICY) \ \ \ 1 1 \ \ 10lDOMINlO 4 ' _ _ 466 ----- --- �6 \ \ \\ \ O > LI _ _ a \ 1 \ vb \ \ \ AS�MENT ° r - ' - _ 1. \ rn \S \ v\ \ \ / / / - 4 fQUN ATION 41 J Q \ \ \ \ \ W rn \ \ \ \ „� \4G8 / DRAINS Q - - - - - - - - - - - - - 4 FOUNDATION \ \ \ \ \ \ \ \ �� cC - - AINS TIE TO ; I \ \ \ \ \ \ \ p0 Q Z STORM EWER / 7 _ \ \ \ S ORM SEWER - - - - - - \ \ \ 2: do LL co Z g�9 i4�4 Ads p �_ _ — -- -- _ Q O Z \ \ VV NOTES: \ ° V 1. THE CONTACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS \ \ \ \ \ o W \ \ r / POSED 61' V OTR/W J - - AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND \ \\ \ \ DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING \ \ \ \ 20' I,NION PO R \ �r I ' - TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY \ yY NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. \ \ \ \ \ \ \ / r W 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE DOWNS. \ \ \ \ \ \ ' 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT TO BE PROCURED BY THE CONTRACTOR. 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL \\\ \ 1\ \ \ I ' I I I 1 / / I �� I /- - _ \ \ / JOB NO. ACCESSIBILITYCURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE D IFSPECIIF C SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY RE NOT CONTIGUOUS TO ACCESSIBLE PARKING I�� _ / r 47036 ADDED AT THE BEQUEST OF THE COUNTY THOUGH SPACES THEN THEY SHALL BE DEEMED L HE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESIANT RAMPS AND ROUTES. THESE NON -COMPLIANT S SUCH AS PS HAVE BEEN \\ \ \ \ 111 I'1 ' 1 I / I I 1 I —� / II II / / / ' / SHEET NO. STROLLERS OR BIKES. I 11 I - - _ _ - --� ' I—�— �/ / / / r C5.1 L / I / I I I \ I I I I I------------ '----------�---------------------------+---------------'-------------- I --------------- A --------------------------- I ------------ I I I --,----------------------------- --------------------- \--------------- ----- ----- / I I I I I I I I\----I---------J---------I------------- A------------- / \ ' f I IL-- --- ----F---------{--------- \---------t---------- II -- ------II--------r------- ---I ---- -- I \ 1------------ 1 , \ --------t---------------- ------------------------------ \ I I I I I I 1 1 \ 1-----------------`------- \ � -- / - `--------- \--- I —--- �-------------- �--- '--------_ _ 1 I I 1 I 1 \ \ C \ \ \ - - - - - --------�-------------------- - a----- 1 1 -- _ \ x \ l t 1 \ \ 1 1 t \ - - - - \ - ------------------ t----------------\---------- _\ (/ _ \ _ _ c� Bryan D. Cichocki Z \ \ 1 I \ \ ___ --------�'------------ lie. No. 53741 OLD LYNCHBURG ROAD 1 \ ' \\ \ \ `\ \ \ `\ ` \ \ \ ` \ \\STATE ROUTE 631 \` ` \ \ \ \ (VARYING R/W WIDTH \1\ \ \ \ II 1 \ \---- - - - - - \ --- TREE \ \ \ �SSIONAL -�--------------- -�----------�---PROTECTION 34 �1 G `\ SEE E&S SHEETS FOR --_ ` \ \ ` \ P \ —' orlri _—_ \ 1 \/ \\ \ \\ `\ \--<--�--=r __ — DETAILS) \ \ ``` \ \ \ L \\ _\ \ \ --��- _--- ME ---OHT_-�,>E —0H%—T--=OHP��—_ _-- /' I _ ---. _ _— _ W ai E 77— _ _ — _ GP /� / 1 ---_ t-w 3 TELEb�ULT// _ -- x TP .''—__—��_ __ _ �— M '� / " \ __--- / ~'v'3 _ _ _ 'Tp --- / / _ _TP -- TP--- — O.H. T" — — —��— / — r J a� GP _---' ¢LL ° \ Q i Voo Z wj 472 S = ry z h In h 224 / ///--"O.HECTR/ TELE&TV / 8 \ '--- — =v¢� O � ' ' ' / ' / / OF ~ EN > / lo� 00 23 / / // I // / /' , // /' / / / /' ' ,' 1 / —�� //' /—�� OF MH j / , 229 1� —FLORA VIEW DRIVE ' ' / / / / /Up vv OffT/ '� / 2 !n cn v1 d000 / / �' -- /�NNN / .I i. / / / / — O / / / / I / / q / / / / / / / ' / / — / / W r O N Lu F �\\rper rV � N DATE 111812021 CD 0 DRAWN BY cn C. GAYNER D G � / • DESIGNED BY N / •rn / C. GAYNER / I O / / / / ' / ' / / / / ' / / • CHECKED BY / r l a / , / • B. CICHOCKI / AV/ ° � � ' I I I Z / / / bP / I I � / / � I � / / / ' / / � SCALE cn I I I / \ \ I I I \ I IZ J \ \ d_; ` 1 I I I I I I I I I ,/ b�1 I \ ; I\ I I ° I / I / / • TI I N CL OZ5 I 1 1 \ \ TI N — III IV co 1 v ) 8"W \ S ETBAY ST [ET b \ \ \ \ \ \m N ` \ \ \ I O \ 1 \ \ 8 W \\\ \ \ \ 8" `\ `\ \ I I I / U \\ Z a_ Q wn Q Z ZO -- \ \ I I / / / / I I \ \ \ w \ NOTES: m / / / ' / ' / 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS g J AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND 1I < Q 482 / / I DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING p co a83 / Q / TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY w NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. ' ^ r n 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE V / V DOWNS. /r p Z IF 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE \L U Q FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT TO BE PROCURED BY THE CONTRACTOR. Q 48 4T I ' / / ° 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH a _ _ s " ` ° ' g / / / TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT 49 g_ A�0 4� _ - 1 \ \ \ ° ' / ' 4 I ' NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, Q Q8 - ' - - - - \ \ - - \\ \ I / / PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. °' \ 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL O CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END 0 - - - - - - - - - - - - - / / I / I \ \ / // IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING O ON RbA SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN \ E EMENT _ _ _ — _ - - // / ' / ' / � / \ \ \ \ \ $q / \ ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS OTR/W VV z0' MI1,419I,4 POW JOB NO. SCALE 1 "=zo' 47036 SHEET NO. `\ \\ KEY PLAN 0 20' 40Ci5.2 BISCUIT RUN 0 \ \ / / ' ■ , I \ I / / / / / / /// ■ / _ _ , o I �\\ \ \ �' , / / / / ' \ ■ / - - / _ \ _ NOTE: L EXCEED 2:1 IN ANY LOCATION. CENTERd /NE / o' WPO BUFFER110 \\ \ / // \ /� i// \\ /--\�-■1 i- / // //1// 1 /// " // ,' // - "/' " ^� OF p / I o - GP o \ \ \ / i \ \ ■ / IGP / d I i �\ / \ \ I- / ' : ' / GP / Bryan D. Cichocki Z ol /�'_ 'OHP� 7 -,v -OHP- - - - - - OHP�- / - - ..p, lie. No. 53741 I I 1 /OHP-OHP ' SSI NALyG I / O.Hov,o 7'rO �ti TELE. TV oo // / \ \ \ / / � / � / LINES_ _ fn / I I EX24"HOP O ' -f _-----------� f-- p \ / / / I♦♦ / /' / E EAPP170X L__a�0----��- / / \� E \\ \ \\ / // /// //' / " ' $o w °J � / / _ 1 400 ° $ ./ i/ ./ // i/ /i //// _�\\��E�Y \ _I�♦� v \ // ice/ " / _ / / $ cP."t 3 °•/ / / //,'// / '/�' �1� �i ♦/\ � � ♦ /\ \\ U' -\ NC bRl OW D�\a �\ - _ - - \-�j05� / / 450. 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O \ \ yQ. \ \ \ \ ^.� _1 :� 1 1 Z N O YC \ ' \ \ \ I / \° / o O Oo/ o° o /a � \ \\ OZ /oo MANAGED ° / \ \\ T I RC STEEP SLOPES SAN SAN � ^� DATE o > (TYPICAL) \ 111812021 jr 00 / o ° /o ° 437:i0' / _ ' C / / I ' �� $ \ "W _ �` 45 . DRAWN BY o / / //// ,/ ( / o/ ��/��/ / ,/ // / ' /d��/ , / , //o /// / / ! ,// // / // , /////� /,'P /�// /// / �( // m/v/ /� / /f ��/ � Q��/// �/�i/' /Q/ / 1 ,/ / /// / r/ '// , / /,/� r 'r/,' / r// ' / r /r/ /, / r// ' /r r / / //, / / / /r /r '//' /// ,// , / / / / \/i ,// / ///', ,4B/\$•�._ 4./4!74�.52�029• / -_ a_ _-\ \\F �6__\5 I •••• • • JTC. G AYNER ° DESIGNED BY 45 o \ 13 ° / 444.73' TC 1 /37.- 9 449.01' C. GAYNER 448.o /oO T p /d CHECKED BY ° o o/ /° ' /° ' 449.96' /o° /O \ 450.216' B. CICHOCK I�0le, 450.P4' SCALE . o/ I 449.75' I o/ 4" F UNDATIO 1,=20' ° /°/ 1.4\A9STHT °o/ - - - - o �/ 52 o 6o 0I 3 SlAIR 43 STAIR FOUNDATION 4TAI 6.5" STAI$ 6 �, Q602 o MAINS TIE YG 448.79 @ 6.4�2.0 °° STO,RM SFHER FFE- 60.OqFFf94' 4F °/ o°I �56T /o° / °o 5.sIL C6 o / FF559.7.41' TC AS ST 447.73'/ T _ d ^ IG�G 722' 0°`5� O� - .@ 6.�" ' °/ / � '4T 448.25' \ II �.. .i o I v1 459.49 460.69' ,4. y1/.6a44 ' ° 4476' / ^ - .. � / ° / / O// / , L / /4, / ' l.. - // / / / / / _ 447. 6' , / SYAlRS \ \ 6.5„ / ° / / / / r / / / / / / / / 447. 8 i _ FFE=458.95 457.74 / \ \ \ 1 1 1 I I I \ 462.57a.. 7.0 tia / I , ,4a7.72' / STAIRS o� // % // / �'/ / / // / // ' ' /( @ 447.72' FFFE= V / / / / / / / / , / ♦ 4' e� FFE=458.42' e,.. / / / \ \\ \ \ \ > a55.47 Q \ \ \ ` \ w \\ \\ w - - - - 1 - _ / \ \ ` \v.. \v:. ` \ \ \ tY Z .85' - - \ \ v \LLJ 4` \ v ° 0, / \ \ \ \ \ ° o \ \ m �/ TC / / \ \ \\ \ 11 1 O I I / 44.56 �a/ / / / 6'�'I AIR 452.07' _ - _ / _ \ a W 0 \ / I I I I I / / 446112' / `7 4SS ,v - / \ \ \ \ \ \ 1 Lu -11.67% LL / FE=46 5" / �� ` \ \ \ - \\ \ \ \ \ \ \ \ \ 1 J / \ 1 I 442.9% I I IF. 416.12' I / i \ - - _ ,. /r O 25' ° , ° , _ \ \ \ \ \ \ \ \ \ \L U Q g a4a.78'I FI \ \ \ \ \ \ \ \ Lu BSTAIR ------ -- ------ Lj @s.5„ FFk=455.48' / 7° I STAIR I \ \ TQ P /O / 1 I @ 6.5" O Q514 / 1 IFFE=454.t 9' \ \ \ rp 451.86' 443140' -- - - - - - 6 STAIR \ \- \ i• I / - _ I ,' --- _ I \ \\7STAIR 46 OF' ,( Ir NDAVION\ \ \ / / 4 �I RAINTO / 1 1 1 \ \ DP\YLIG'HT \ \ \ \ \ 1 4g IF JOB No. ----_- � --- - IF%�/' � P�83 /-' _�\cT 47036 Nly\ \ 11 I I° I / / 'I" - - - - - L _ SCALE 1"=20' I I I I I 1 \ \\ \ \\ \ \ .\•; v.,.\ \ 1 \ \ 4$ I I I // SHEET NO. I 1 1 \ \ \.) \ \ \ \ li I i l J ;fix / ' / - KEY PLAN ,� �, 0' , , '40' C5.3 \ \ \ ' L - 1 - - / , / OLD LYNCHBURG F40AD -/ / - - ST4 fE ROUTE 6 1 1 1 ' I 1 \ \ OF %l I (VARYING R/W WIKH 1\\ O ---� EP//__J---l---- , - 36"CMPW/ENO SEC -ION INV. (IN)=442 5 \ \ i i \ 11 \ \ ` \ \ \ \ \ \ \ ` \ \ ` \ Bryan D. Cichocki Z � � _ I � . \ \ � \ �';�" lie. No. 53741 ' GP - Obi ti / I \ G SCALE1"=20' 7�Oj(i `SSI0 L yG GP O)P= - O - - OHP-l"- OHP- - - - \ - - ` 8 1- -/ /- / ' / - P� ' / '- _ - ' - Ge 0 20' 40' KEY PLAN = - -Q m E - TELE b�ULT /i 0 fLECTRCTELE. D / ,' / / / / A�VAGE - _ _ - - - E LINES _ - - .37 I�I \ \ / / / / / , ' , / / , - i uJ °' _ / LU (TYPIwu w 3 LL 46� 462 / / ' / ' / / / ' ' �47 _ _ / / / ' / W - O 463 / d N N / ' i 472 / / C7 LU p472.46' In V1 _ 450.05' _ 1 o h / TO , / / , / /b v ; O W W W \ / , / / ' TO - - / I,' ' / /' 472 F ¢ `n Z .11' '450.40' �50.70' / 45 _ / , ,/ �463.236j / / /\ / / ,�472.71' / / v U U U 451.42' _ / / Tp TG / / / / N ry w >O >O >O 463.29 0'> / / co / / ^ / �' .40'pjL�RA VIEW DRIVE , TG` a v - - 4j�66' w 462 79' ' / / E�40.05' FFE=450.75' FFE�50.95' FFE=451.25' / FFE=45645' _ �`y •i9�o 454.33' _ - - - O O / / / T� / ' / , / / / 8' , / W W W 454.89' _ .TC / 6' �O/ D� A / / / ' 2.53' / / 2 R R d 61 / 172.99' 0 5 w w w _ - -45595 _ R5'. /462.45) / / / 4 / ' I /' 473.00 ' /' / TC a7a.04' I ' / ' C=7 O Q Q Q - - - - _ - - - - h I p�AT62.J3 / I / / 4 / / / 470.28' / / / / r" /�o /8�0.�' 474.03' / ' / / LTC c� 462.73' STAIRS / ;L /o / 451.25' - - o _ _ FFE=453:9 E=455 - _ 4612.2 ' I STAIRS 6" 47 5' /, / 0.05' _ 460-75� _ - 451.09' _ _ I °„ / / / / • FFE=473.00'/ F / / I FFE=474:05' 1• 2 450.45' _ 450.95' _ _ - _ _ - _ - - / I 1 / �q, 1 / / ' / / /473.00' 3.05' 450�5� 450.75' - _ _ - - - - - _ FE�56. - I ;\• / / O O O 458.26 gyp- 62.73' I / N N 451.25' FFE_454.54' I E=473.36' L / w N O 452 _ - 1 /a 1 I /4 .30' / / / LU N N N \ -, 4 IRS b" / / / / 1'' 473.50' 47435' / /' 2 Q N � N ry 451.40' _ _-- / 60 , / tiN 1.84' - _ FE=45 . 4' LP I 471. 471.25' / ' '% 474.35' / U 0 N \ 453.95' < 4$ / 461 72' I / > / 4 TAIRS .5" / / / I / 20 0 ' ¢TO n rn 452.75' - _ - Ix I / l q • // STAIR 7" %;d• // / / / Z �3.95' _ - - I / p / / 462.73' I FFE3.38' 47V. 9' /@I / I FFE�74,25� O 454.53' - - - - FFE=4 .65' / / `, I / 1 • FE=473.50j / '3 / , / DATE L _ _ _ - "� 46 8' / I 9 �7,,0o`` I I I I / I 473.50' / b'1 / / I / , \ :`•/ -:L 4 .52� _ _ - 454.55' - / / 111 .Y� 1 1 46 .73' 1455.75' FFE=45 .44' 111812021 471 SO' 455474.00- 474.73' / ' I ' y .75' � � � FFE=4 0.25' / / DRAWN BY \ i 456.75' I SAN / 1 3 STARS @ 7"71 / - - - - - _ - AA EE / • FFE' 74.00' / / / 451. _ _ _ ,1 _ �..� - - - - - 1 I 1 I Y 1 I •1 e I �\ 1 �j4.00' / 0 474.74' / I f RE=474.75' - - - - °-d56.7� 57 75 II II 4 2.93'I i FF 473.5T 4 r 9` / STAIRS A 7 i� / ° / / / C. GAYNER - $ _ / ?9 1 I L I 1 I ry I / I / • DESIGNED BY _ :Z• / I 6'� 4p2.93� • - - - - I I I 1 I 1474.50' I I J 4,75.25' / ' C. GAYNER .1w 45 . 457.75' �458.62' o / 2 / / -__ 1 1 47?.45' I I �o�o Q / \ 8 7" \ \\ \ - f23 _ - _ 1• h 458.65' _ FFE 23 FFE 4752 CHECKED BY T I _ -_ \l _ - $ _ yb ° ` _ 459.45' - _ I I 1 1 I L474. / 4 74I 0' I 7450 I / I/ 6 a51.35 / b 1g6 __ I I I I 1 I I I •1♦72. I // I W '� 60 • I / / b'\�' / • FFEr4 4 W / 6 / 475.25' / 4@9.45' 460.25' - \ , 1 d63.55' 1 STAI RS @ 6" B. CICHOCKI II 460.25' TC j2Ao 1 1 4G3.55' I I I / 1 / • • SCALE 1 5 462.96' / 1 0 1 1 I \ \ \ \ \ I 1 I / 476.1,y I / _ \\ �,. \ _ bOj - - _ _ A • 1 \ \ \ \ \ I I 1 1 �."' 1 In I �F- ' / I 1 • 40.53' 451.36' STAI S @ 6" ;'J• I D O FF476.16' 1 "=20' _ \ �4 .Z.Tr"� _ _ _ , 4�16: \ I '\ °�° - - O / 1 •4 2. 2, 1 475.00' I I I I • 1 h 86 1 FFE=474.71' \ '470.96' \ F\FE=475.0 I 451.36' > � \ o / 0 _ \ \ \ TC I \ Z1 � $olo� 461}.OS' I • 47614' • A 463.19' \ \ m \ 47q 4 STARS 6.25" \ STAIRS 7" \\ I \ .67' 47 00' I I 76.54' •OOo 1 464 �05' � � FE=475�00' �� al � IFFE=476.56' TC \ n \ L � I\ I \ 3 S9 AIRS @ 6, \ \ \ O II \ \ \ \ I \ 475.00' \ I , 70 2 STAI A �, a5a. 5' 77 - ---- \ \ 47s.5a' 461.81' 14 77- 3 STAIR 2 STAIR �" - _ I \ .43519' d� - - - _ _ „ _ _ 463. 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JOB NO. - ----�� \\J� 4\\ \\T��1\\ \ `1 I 1 - I_--- / 47036 III 1 I - _ _ - \ \ \\ \ \ / / / / \ \O \ 7" \ \ 1\ \ \ \ \ 11 111 ' II 1 I / / I 11 11 r I -• I -� I - ' / / / SHEET NO. / - - - - - - NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. C5.4 L I I I I _____ ____________ ____________ ______ --------------- -------------------- 1 \1 t I I I NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. / I I l- 1--------- ----- --- - I I I\ \ --------t-----------t-----------\------------------------1-- ----------------\---------\-- II t- I -- --- Ilr----------------`--------�- \ 1 \ t I I I I I\ ---------\--------_ _ 1 I I 1 1 \ -� --a------ -------- �--- 1--------- _ 1 I I 1 I 1 \ \ C \ I \ ~ \ 1 \ 1 1 1 t Y -- -- ---I - - - -- - - - - \ ------------ -----------A----------- -\ \ � \ \ 1 1 I - \------------ \ - \ \ \ __ _ \ _ _ ci Bryan D. Cichocld Z \ \ \ \ I \ - --- �' - - Lie. No. 53741 OLD LYNCHBURG ROAD \ \STATE ROUTE 631 \ \ 1 \ \ \ \ \ I1 \ ---- - \ \ - \ \ \ \ \ (VARYING �2/V1/ WIDTH \ \ \ \ _ \ \ \ \ j \-- - -- - ---- ---- - - -------- �S Gti \ \ \ \ \ \ I \ \ SIONAL \ -- \ \ \ _ OHT� I \ 1 \ \ \ --\\ -\� \---<- \�---r�----- \\ _ - \�- \\ \\ \\ a� \\ \-\\ \ _________ _M rl ter- �=/' I �` OHT_-c _' _9hF7= -i -OUT OHT�\ - - - ' ' J / l \ \ \ \ \ - _ \/ t 1 / (/ v \ \ - - - - _ - - _ Grj`'�- > E _ /= _ _ - �'- �� T �- OHP= _ _ - _ _ _ - i / 'JGP - _ _ - ' - _ I . �� \ E _ _ - _ GP-_� mv -'� O.HJai GP _ _ oLL°\ w z _�n� --- �WWWITITC O /472.46' / / 8 / / OF ° ry -1 0 0 0 472 TQCQ ' / Lu 473.5fy'/ / // / /' / // / ' N _ / '/ -/ a� �b' / / / / / T\ 00 472.71' / / / 473.2T / / / / / / / -FLdi A VIEW DRIVE TG /' 4j3.66' b' / / / 37 / / / / / ' OF \ / R' 2 Q' yi1.28' / - '5' TC 474.10' 472.99' 470.28' / / I / 473.00' / 474.04' I / / _ _ _ / \ _ I/., ' p`� 474.03' STAIRSg / L / sI% " ' / �' / /' ' _ _ /' > w N NO N / / • FFE=473.00'/ I- / / / 473.00"// / FFE=474:05' �� / /T 1 / / / / ' / / / / / / / / / / / - ' 2 Q N � N ry / / / / / / / Q/ / IY / / ' / / / / / / / / / / _ - / / Z " ^ 0 ti t .30' / ' I / / // I / '� / - _ / / 473.50' 4.74.35, 1 ' J / / / / / / / / / _ O 471.25' / I \° ' '%2p/ 474.35' / ' / Q / / ' 75. 5' / / / / / / / j, / / / - / > DATE STAIRS/@ 17" � / ."�• / o ' / FFE=474�3� / / I / ' / / / / / / / / / // o __' _-' 111812021 / • FE=473.50j 1 473.50' / Arl O DRAWN BY PrhV 'h% LL I 474.00' • cn / / / / / / /. / 471 70' / /o�o / D / / 474.73' / ' I / ' / / / , ' / ' / / / / / / , / / / �' i C. GAYNER / ��7 6' DESIGNED BY l ;1,� I I / / 1 f �E=474.75' ' / / / ' ' / / ° / ° / / • ,� / • FFE-- 74.00' I f 4.00' l / o /474.74' , I' ' / / ' , / / ' / / / / / / ' / ' / 04 / / • C. GAYNER / p / StAIRS 7 / CHECKED BY I I I 1474.50" 1 I / � - / 4,75.25' 1 / � ' / / / / � ' / /. / / / ,- / ' / ' / • a7g.a5' �I / / / / / / / / / / / D�� / / , , / r / /l a % , / / / / / ' • B. CICHOCKI ITAIRS� 1 w / /\ �\'`� /\/ / \ • FF1 I I I I I I II 1I I r9 FFE=/4/75._6.,2'6/' / , I // I / ••SCALEZ -474.50' 474.50" 475.25' 0. I 1"=20' // 1 472.99' 475.00' 476.11 I I^9 cn I I FF/1476.16'STAS @6 \ \ I \ I Z o I 1/ RFE=475.0q I I 475.00' 1 1 476�14' 1 / -� ,� I\ I I I / / / • l� \ \ I I BHP I I 1 I p'l'l OD \ \\ 47 . .6T \ STAIRS �" 47 .00' 1 76.54' I I \ \ \ \ \ \ 1 1 \ FFE=475,00' \ �\ 1 41 IIFFE=476.56' Mom/ \ \ \ \\ \\ \ \ \\ Qd°\ \\ 'I'> I 1 I \ 47 '�\ \\\ \ \\\ \\\ 1 1 I I °, I ', \ I \\ \\\ CL W \ \ \ 475.00, \ \ \ 1 7o 476.54' I 1 Qua \ \ \ \ \ \ .. / I I a \ 1 1 \ \ \ \ \ \ \ \ \ \ \ C \ I I I 8 \ \ \ I 9.23 4' \ \\ \ \ 47 TC \ T 47' 1 LC/ I 1 1 \ \ 74••5'•\ \ \ \ •t 76.86'I a \e•.• 48 \\\ \\\ 1 \\ I alY \ 1 1 \ I / N , SA \ R1 n \ R1$ 15, R15'- TC _ ` I / Uj I - 4ao-ssr - \I \ \ \ ! ETBA$ � [ET \ a \ \\ ., \\ `C \ \\ � \ n� \ \ \ \ I I I Z TC Q 482.63' \\o \ IAo \ 7� •8,o Q�jo \ O \ \ � \ \ \ •\• w 473.98' 476..08' 478.16' \ 472.59' 483. 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KEY PLAN - - -0- - 20' 40C5.5 L RAMP J i 452.76± MATCH EXSTING CG-12 CURB RAMP e° h^ P h a MATCH EXI TING 4.85± TIE INT _ EXI G WALK 455 \ TC ` 452.72' 4 0� r 453.10 CG453.09 Q CURBRB // RAMP TC 452.07' ° 0 �e10 1 452.64 °o°o° O° / �yL o ° 453.02 452.73 452.35 00 0 0-r 452.46 d :H EXISTING 454.75± - — — — — — — — — — — — — — — — — — — — — — — — — — — —/l /Z-� / CG-12 CROSSING #1 (HONEY BEE WAY & HORIZON ROAD) CG-12 CROSSING #2 (SWALLOWTAIL LANE & HORIZON ROAD) J I I I I I I I CG-12 CRC OPP � /�•V i--�/'KEY PLAN EXISTING 489.53± zi 489.39' I I � I I I I I I I I I I I I I I � 7 7 � I 7 I � \ I I SCALE 1 "=5' 0 5' 10' SCALE 1"=5' 0 5' 10' Bryan D. Cichocki Lie. No. 53741 191tela yfosk M E O O N N � ¢ 0 > E v E w � .WU ¢ LL o 3 p LL — wO `mti j V oMo — in z O w rn � ry V W w v Z f ti U ? : o { � Q w =i c ry v¢� z O �LLI Lu F > 000 °N w Lu U U U 00 M 00 000 Z a a Q- M 000 0 p ~ N O O w F N ��\ Q \- � 4 z O DATE in 111812021 0 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=20' JOB NO. 47036 SHEET NO. C5.6 L Lm PROJECT INFORMATION ENGINEERED JIM CLARK PRODUCT 24D463-0124 MANAGER: JAMES.CLARK@ADS-PIPE.COM MICHAEL GREEN ADS SALES REP: 304-240-OD82 MICHAEL.GREEN®ADS-PIPE.COM PROJECT NO: S244525 Advanced Drainage Systems, Inc. SOUTHWOOD BLOCKS 9-11 CHARLOTTESVILLE, VA MC-7200 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MG-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 F2418-168, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60xl01. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS THE STRUCTURAL BACKFILL AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 560 LBSIINAN. THE ABC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73" F /23- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY REGISTERED PROFESSIONAL ENGINEER. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. 225 448.00 443.50 443.DO 443.DO 443.DO 442.D0 441.DO 438.45 437.92 436.19 438.19 SiteASSIST" a D FOR STORMTECH INSTRUCTIONS, DOWNLOAD THE RT INSTALLATION APP Q •!5✓- IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-7200 CHAMBER SYSTEM 1. STORMTECH MC-7200 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURERS REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-72DO CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (3DO 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 CONSTRUCTION EQUIPMENT 1. STORMTECH MG-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-72DO CONSTRUCTION GUIDE'. 2. THE USE OF EQUIPMENT OVER MC-7200 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE STORMTECH MC-7200 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". 3. FULL 36" (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. - SWM A 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. fn Q > Y o ` t3 0 CHAMBERS D END CAPS • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR U z C € 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. m i VOLUME (CF)(PERIMETER STONE INCLUDED) • • • 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 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. ❑ O _ O Tn W K 2 00 o w n w i w i DNS - SWM A .E GRADE (TOP OF PAVEMENT/UNPAVED) E GRADE (UNPAVED WITH TRAFFIC) E GRADE (UNPAVED NO TRAFFIC) E GRADE (BASE OF FLEXIBLE PAVEMENT) E GRADE (TOP OF RIGID PAVEMENT) TOP OF MC-7200 CHAMBER 18" TOP MANIFOLD INVERT 24" TOP MANIFOLD INVERT 24" ISOLATOR ROW PLUS O 24" BOTTOM CONNECTION 1 N Cm 18' PARTIAL CUT END IBCAP, PART# MC72DOIEPP18T OR MC72D0IEPPT4 TYP OF ALL MC-720018" TOP CONNECTIONS 18" X 18" ADS N-12 TOP MANIFOLD INVERT 29.36" ABOVE CHAMBER BASE (SEE NOTES) PROPOSED STRUCTURE WIELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 2.7 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) 10.9T - 25.91' 5.99' 13.iB' �. . h INSPECTION PORT !! ISOLATOR ROW PLUS (SEE DETAIL) INSTALL FLAMP ON 24" ACCESS PIPE PART# MC720024RAMP (TYP 2 PLACES) 45.02' 56.06' 6' ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN 4 (SIZE TBD BY ENGINEER I SOLID OUTSIDE PERIMETER STONE) OUTLET STRUCTURE PER PLAN MAXIMUM OUTLET FLOW 14 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) 24"ADS N-12 BOTTOM CONNECTION INVERT 2.26" ABOVE CHAMBER BASE (SEE NOTES) PLACE MINIMUM 17.6 OF ADSPLUS176 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 2C X 24" ADS N-12 TOP MANIFOLD INVERT 23.05' ABOVE CHAMBER BASE (SEE NOTES) 24" PARTIAL CUT END CAP, PART# MC72DOIEPP24T OR MC72001EPP24TW TYP OF ALL MC-7200 24" TOP CONNECTIONS 24" PARTIAL CUT END CAP,PART# MC72DOIEPP24B OR MC720DIEPP24BW TYP OF ALL MC-7200 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS STRUCTURE PER PLAN WIELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 28.5 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) THERMOPLASTIC LINER (30 mm) (SEE TECHNICAL NOTE 6.50 / PROVIDED BY OTHERS I DESIGN BY OTHERS) 10- tl o °a Po F m� ® oc O € o i E q Y0 Z5 2 a ,n U) B'd G i OE a H o� Ni U ms� 8 o m �o CK o r3 g gl b a = 13 N Po 3 SHEET 1 21 OF SOUTHWOOD BLOCKS 9-11 CHARLOTTESVILLE, VA MC-3500 STORMTECH CHAMBER SPECIFICATIONS 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. S. THE STRUCTURAL DESIGN OF THE CHAMBERS THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6, CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<l MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3)ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/I WIN. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73- F /23- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY REGISTERED PROFESSIONAL ENGINEER. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. SiteASSIST" a p FOR STORMTECH INSTRUCTIONS, DOWNLOAD THE a INSTALLATION APP IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1. STORMTECH MC35DO CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC35W CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC4500 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM -6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (3DO 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 MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 11. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH MC35DO CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MG-35DDIMC4500 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 MC3500/MC-4500 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC4500 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-88"92-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. tOPOSED LAYOUT - SWM B 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 110 STORMTECH MC-3500 CHAMBER S 18 STORMTECH MC3500 END CAPS 12 STONE ABOVE (in) 30 STONE BELOW (in) 40 %STONE VOID INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 22,288 IO ELEVATION pBOVE N 446.00 BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. 6,465 SYSTEM AREA THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON 430 SYSTEM PERIMETER 111) THE SLOPE'S INTEGRITY. INVERT 150.70' 139.94' 132.58' 18.11' 125.60' LGI ACE MINIMUM 17S OF ADSPLUS175 WOVEN INSPECTION PORT S" ADS N-12 DUAL WALL OTEXTILE OVER BEDDING STONE AND ISOLATOR PERFORATED HDPE UNDERDRAIN DERNEATH CHAMBER FEET FOR SCOUR ROWPLUS (SIZE TBD BY ENGINEER! SOLIDOTECTION AT ALL CHAMBER INLET ROWS (SEE DETAIL) OUTSIDE PERIMETER STONE) tJ Q IS- PARTIAL CUT END CAP, PART# MC35001EPP18TC OR MC35001EPP18TW N TYP OF ALL MC 3600 18' TOP CONNECTIONS N N 18' X 18" ADS N-12 TOP MANIFOLD 1 INVERT 20.03" ABOVE CHAMBER BASE (SEE NOTES) PROPOSED STRUCTURE W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 11 CFS T (DESIGN BY ENGINEER! PROVIDED BY OTHERS) m T m m M T 33.05' 2i50' 14.33' 21.50' 21.50' 38.82' O) Y U 0 m O F- H- O fn w OUTLET STRUCTURE PER PLAN ,O„ MAXIMUM OUTLET FLOW 4 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) C E 0 - 18" PARTIAL CUT END CAP, d T PART# MC35001EPP18BC OR MC35001EPP188W F C0 TYP OF ALL MC-3500 18" BOTTOM CONNECTIONS 18" X 18- ADS N-12 BOTTOM MANIFOLD m P INVERT 1.77-ABOVE CHAMBER BASE Q E m (SEE NOTES) w L 24" PARTIAL CUT END CAP, PART# VLMC35001EPP24BC U) OR MC35001EPP24BW TYP OF ALL MG-3500 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS m Itn STRUCTURE PER PLAN WMEIR MAXIMUM INLET FLOW 11 CFS s (24' SUMP MIN) w O INSTALL FLAMP ON 24" ACCESS PIPE 4 PART# MC350024RAMP gg (TYP 2 PLACES) ,D V = N 18" X 18' ADS N-12 TOP MANIFOLD INVERT 20.03" ABOVE CHAMBER BASE (SEE NOTES) 4 SHEET w OF 1 OR APPROVED EQUAL Bryan D. Cichocld Lie. No. 53741 Z O a_ u U UT LU O W W W Ul of 000 W W W ZRRQ. d d d d DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1 "=50' J_ W U 0 > O LLI Y Z 2 W m QUL Q O Lu Q O O U M W 0 O z O D O JOB NO. 47036 SHEET NO. C6.6 L _ VARIABLE INLET LOCATIONS m 72' MANHOLE \ a \ \ 30' FRAME &COVER 24" OUTLEi PIPE \� \, I VARIABLE OUTLE 24" INLET PIPE LOCATIONS a-./- \�., . FIN ARRAY ` \ / (TYP 4 PLACES) \ \ / INTEGRATED \ \C! INTERNAL WEIR TYPICAL PLAN VIEW NTS 30" FRAME & COVER ASPHALT INSTALLATION TURF INSTALLATION Id/j� r.. <YV.OV RIM INTEGRATED INTERNAL WEIR a a 124' q 24' INLET PIPE � 30" FRAME & COVER WQU+1 BARRACUDA S6 UNIT 24' OUTLET PIPE (72" MANHOLE PROVIDED BY BAYSAVER) SITE SPECIFIC PLAN VIEW NTS I BARRACUDA SB I INTEGRATED INTERNAL WEIR 24" INLET PIPE - (24- OUTLET PIPE NOT SHOWN FOR CLARITY) ACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMS a IT(MIN) 114.1" (43" MIN) g. 16.59' - [lssr•) 85" AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEERS PLANS. PAVED D TOP OF THE'C' LAYER THE BOTTOM OF FLEXIBLE ANY SCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVEDD FINISHED GRADE ABOVE. NOTE THAT CHECK CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER AASHTO M145' INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOILIAGGREGATE MIXTURES, <35% FINES OR A-1, A-2-4, A-3 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24- (600 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN ABOVC THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR 12' (300 mm) MAX LIFTS TO MIN. 95% PROCTOR DENSITY FOR SUBBASE MAY BE A PART OF THE'C' LAYER. SUBBA MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR LAYER. AASHTO M43' PROCESSED AGGREGATE MATERIALS. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, B9, 9,10 EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M43' B FROM THE FOUNDATION STONE (A' LAYER) TO THE -C LAYER CLEAN, CRUSHED, ANGULAR STONE 3 4 NO COMPACTION REQUIRED. ABOVE. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE R,3 SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3.4 � F � Q C6LU > Y c t3 5 t Y O J 3 m LUF- ❑ F O O z:Ixo 2 7 w O R 4 N w O V) o a N ? Y c f3 t Y O 3a Do DoO y O O = Q j U aLU U z � 8 m N o �yyy a Y w 4 0 W wZ PLEASE NOTE: 6 w '� -.6 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN CRUSHED ANGULAR. FOR EXAMPLE A SPECIFICATION FOR#4 STONE WOULD STATE: "CLEAN CRUSHED ANGULAR NO.4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR ° € 3. WHERE INFILTRATION SURFACES 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. 92 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. 5 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. # ff g SEE ADS TECHNICAL NOTE 6.50 FOR NON -WOVEN WEIGHT RECOMMENDATIONS. PAVEMENT LAYER (DESIGNED z B H BY SITE DESIGN ENGINEER) \ D } ~ MlaTI31AnONR81Y11EPE aUfTNGFAOM VEMf1E8 WYEGCCVRa OF F�KE 7.0' PERIMETER STONE - r.: of h `. ;`. iaaaecwmrowowm-I 24' (2.1 m) 4W (SEE NOTE 4) .: - .. .., (600 mmI MIN' MAX x IT (300 mm) MIN 1 B 6 • w -s \ "THIS CROSS SECTION DETAIL REPRESENTS EXCAVATION WALL BY MINIMUM REQUIREMENTS FOR INSTALLATION. (CAN BE SLOPED OR VERTICAL) �(1524 mm) PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. N 8 V5 a2 Ilk .A. r E cn - -_I II - r DEPTH OF STONE TO BE DETERMINED L n -_ r / SUBGRADE nil r n=ui�� TT.- + - BY SITE DESIGN ENGINEER 9" (230 mm) MIN 0 E m 12"(300 mm)MIN / �I - - g. - ya m MG-7200 J SOILS (230 mm) MIN No" (2540 mm) 12' (300 mm) MIN _ cc V Q END CAP (SEE NOTE 3) OVERLAP ON TOP ' SEVERAL INCHES TO ANCHOR (PER _ MANUFACTURER'S �o £ RECOMMENDATIONS) O0Q 9 III; �o =6 NONWOVEN EARTH K 0 a � NOTES: GEOTEXTILE NON -WOVEN 6 ° o- J Z W 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-18a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' CHAMBER CLASSIFICATION 80x101 ANGULAR GEOTEXTILE $ Bai ® 2. MC-7200 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERSSTONE . THERMOPLASTIC g ° 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 E �w FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. THERMOPLASTIC LINER DETAIL m� 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 8 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3'. € • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUALTO 500 LBSIIWIN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73- F / 23" C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. SHEET 1 A 17 OF 1 96"MANHOLE M/�A VARIABLE INLET T LOCATIONS 18"OUTLET PIPE \ \ \ 30' FRAME & COVER I � a a t I 1 \ 15 INLET PIPE \ •\ / FIN ARRAY (TYP 4 PLACES) INTEGRATED \ \ INTERNAL WEIR VARIABLE OUTLET LOCATIONS i M W TYPICAL PLAN VIEW NTS 30" FRAME & ASPHALT INSTALL/ INTEGF INTERNAL 447.27 OUTLET — — FIN A CT1'P 4 PL SECTION VIEW A A 30" FRAME & WOU. BARRACUDAS (W MANHOLE PROVIDE BY BAYSAVEF 1 B" OUTLET PIPE SITE SPECIFIC PLAN VIEW NTS I BARRACUDA SO I INTEGRATED INTERNAL WEIR 18" INLET PIPE (18- OUTLET PIPE NOT SHOWN FOR CLARITY) 2290' BOWL FIN ARRAY (fYP 4 PLACES) SECTION VIEW B-B TUTS ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS IS' INLET PIPE 12"(MIN) 1 152.8" (44"MIN) 134" F w t Y 9 O w 3 C � m ❑ LU O 1- O aa o O H R N F- m %i way o a z o € � n1 z ° 2 3 U) 3 no ML W U Bw 23.91Y € [287'I o m J� (O 0� Zm ¢� W g^y wo �d J a Co o= O J J_ v O yy 68 wW Z z a rrc 6 SHEET 1 1 OF AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOILIROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER AASHTO M145' INITIAL FILL' FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35%FINES OR A-1, A-24, A-3 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE (IT LAYER) TO 24" (600 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN C ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR SUBBASE MAY BE A PART OF THE'C' LAYER. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR LAYER. ' AASHTO M43 PROCESSED AGGREGATE MATERIALS. 3, 357. 4, 467. 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M4W B FROM THE FOUNDATION STONE (A' LAYER) TO THE 'C LAYER CLEAN, CRUSHED, ANGULAR STONE 3,4 NO COMPACTION REQUIRED. ABOVE. FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.3'3 SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3,4 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE'. 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES 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 SOILIMATERIAL 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 TY AT THE SITE DESIGN ENGINEER'S DISCRETION. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL', 6' (15L MC-3500 END CAP SUBGRADE SOILS (SEE NOTE 3) 6" (150 mm) MIN T 8' i 1S'(450 mm) (2.4 m) I_ MIN' MAX 12" (300 mm) MIN 4W '"THIS CROSS SECTION DETAIL REPRESENTS (1143 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN 12" (300 mm) MIN NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' CHAMBER CLASSIFICATION 4506 DESIGNATION SS. 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION a THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBSIINAN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73- F / 23' C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 0 YLd O 3 yp i3 Do — m LU ❑ oO O J = Q F U w O ¢8 ° a o N m o w # 0 II o � pa a f qoq �F ® 0 € S v E O o m :> ° T N a@r U L � m I *+ Ni m U 2 a Z e 2 0 O O w RK w ai �¢ � J mz vi aB 6° 2� o za i a SHEET 1 A 1 OF OR APPROVED EQUAL Bryan D. Cichocl¢ 'Z lie. No. 53741 I%34 M E 0 0 0 N vi N > E w w E Lu Iy o 3 LL af W L M Q j U m Z w_—L', O af W O N d v H U X Q -i V < W af Q ❑ 2 c N Z U Q� O z z z c m O N > p p C) w M � U U U 00 W J O O O LI) Z a a a O 6- h � � 0 Q 0 ti ti ti N > w o 0 0 Q ❑ ^ O� N Z � O V1 DATE 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE • N/A • 06 O 0 J ` ) i Q U Z J > O -i Z ' W LLJ cc Lu Q Q LL r z Q ° O U V W Z O � O JOB NO. 47036 SHEET NO. C6.7 L COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD SUMP DEPTH TBD BY CATCH BASIN SITE DESIGN ENGINEER OR MANHOLE (24" (600 mm] MIN RECOMMENDED) INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT INSTALL FLAMP ON 24• (600 mm)ACCESS PIPE PART MC720024RAMP r MC-7200 CHAMBER 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART At. MC72001EPP24B OR MC72001EPP24BW MC-7200 ISOLATOR ROW PLUS DETAIL A INSPECTION PORTS (IF PRESENT) Al. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A3. USINGA FLASHLIGHT AND STADIA ROD MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A5. IF SEDIMENT IS AT OR ABOVE 3. 80 mm PROCEED TO STEP 2. IF NOT PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY 11) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (00 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 791' (2010 mm) INSTALLED MC-7200 TECHNICAL SPECIFICATION NTS VALLEY STIFFENING RIB LOWERJOINT � CORRUGATION a3.a• 111111111111 (2120 mm) 80.0" (1524 mm) 100.0' (2540 mm) � � 80.0" (2288 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 100.0-X60.0"X79.1" (2540 mm X 1524 mm X 2010 mm) CHAMBER STORAGE 175.9 CUBIC FEET (4.98 m-) MINIMUM INSTALLED STORAGE" 267.3 CUBIC FEET (7.56 m-) WEIGHT (NOMINAL) 2051bs. (92.9 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 90.0" X 61.0• X 32.8" (2286 mm X 1549 mm X 833 MM) END CAP STORAGE 39.5 CUBIC FEET (1.12 m-) MINIMUM INSTALLED STORAGE' 115.3 CUBIC FEET (3.26 m3) WEIGHT (NOMINAL) 901bs. (40.8 kg) 'ASSUMES 12' (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "W PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH T END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" PART # STUB B C MC72001EPP06T 6' (150 mm) 42.54" (1081 mm) - MC72001EPPOOB - MEW (22 mm) MG72001EPPOST 8' (200 mm) 40.50" (1029 mm) - MC72001EPP08B _ 1.01" (28 mm) MG72001EPP10T 10" (250 mm) 38.37' (975 mm) - MC72DOIEPP10B - 1.33" (34 mm) MC72001EPP12T 12" (300 mm) 35.69" (907 mm) - MC72001EPP12B - 1.55' (39 mm) MG720DIEPP15T 15" (375 mm) 32.77 (831 mm) - MC72DOIEPP16B - 1.70" (43 mm) MC72DOIEPPIST 18"(450 mm) 29.96' (748 mm) - MC72001EPPISTW MC72001EPP18B - 1.97' (50 mm) MC72001EPP18BW MC72001EPP24T 24"(600 mm) 23.05"(585 mm) - MC72001EPP24TW MC72001EPP24B - 2.28" (57 mm) MG72001EPP24BW MC72001EPP30BW 30" (750 mm) - 2.95" (75 mm) MC72001EPP36BW 36" (900 mm) - 3.25" (83 mm) MC72001EPP42BW 42' (1050 mm) - 3.55" (90 MM) NOTE: ALL DIMENSIONS ARE NOMINAL CREST WEB UUI PER JOINT (CORRUGATION CREST STIFFENING[ RIB- FI 00T. 32.8" im) INS ALLED (985 MM) CUSTOM PREFABRICATED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24' (300A00 mm) SIZE ON SIZE AND 1548" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MG-7200 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMNS' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. NTS CONCRETE( PAVEN CONCRETE SLAB 81 (150 mm) MIN THICKNE STORMTECH CHAMBER OPTIONAL INSPECTION PORT r MC-7200 END CAP ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS ^7NCRETE COLLAR NOT REQUIRED )R UNPAVED APPLICATIONS 8"NYLOPLAST INSPECTION PORT BODY (PART# 270SAG41PKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER 4"(100 MM) SDR 35 PIPE 4' (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS � Y O DD W ❑ O O Df = Y 3 aa O O 3 oy a> U F t ¢O O N o I w x N o a a u.10 q IN MC-3500 TECHNICAL SPECIFICATION NTS VALLEY 8.0(2184 V) �L 0 STIFFENING RIB T INSTALLED > Y LU o U CREST ® O J_ STIFFENING RIB( LOWER JOINT J > 4¢ _ CORRUGATION W m U Q O N N O N U s FOOT HU a o a UPPER JOINT CORRUGATION IILD ROW IN THIS DIRECTION b e (11 77.0• 75.0' (1958 mm). (1905 MM) NOMINAL CHAMBER SPECIFICAMNS SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 1 D9.9 CUBIC FEET (3.11 m-) MINIMUM INSTALLED STORAGE' 175.0 CUBIC FEET (4.96 m-) WEIGHT 1341bs. (00.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 75.0' X 45.0" X 22.2' (19D5 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m-) MINIMUM INSTALLED STORAGE" 45.1 CUBIC FEET (1.28 m-) WEIGHT 491bs. (222 kg) "ASSUMES 12" (305 mm) STONE ABOVE, 9' (229 mm) STONE FOUNDATION, 6' (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T' END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" END CAPS WITH A WELDED CROWN PLATE END WITH "C' PART # STUB B C MC35001EPP06T 6" (150 MM) 3321" (844 mm) MC35001EPPo8B - O.BB" (17 mm) MC35MIEPPOST 8 (200 mm) 31.16' (791 mm) - MC35001EPP08B - 0.81•(21 mm) MC350CIEPPIOT 10"(250 mm) 29.04" (738 mm) - MC35001EPP10B - 0.93" (24 mm) MC35001EPPiZT 17 (300 mm) 26.35" (670 mm) MC35001EPP128 - 1.35" (34 mm) MC35DOIEPPI5T 15' (375 mm) 23.39' (594 mm) MC35001EPP15B - 1.50" (38 mm) MC35001EPP18TC 18" (450 mm) 20.03" (509 mm) - MC35001EPP18TW MC35001EPP18BC - 1.7T (45 mm) MC35001EPP18BW MC350DIEPP24TC 2A' (B00 mm) 14.48' (388 mm) - MC35001EPP24TW MC35001EPP24BC e 2.06" (52 mm) MC35001EPP24BW MC35MIEPP30BC 30' (750 mm) - 2.75" (70 mm) NOTE: ALL DIMENSIONS ARE NOMINAL 90.0' (2286 MM) ACTUAL LENGTH 22.2" (564 mm) INSTALLED 25.T" 'I (853 mm) I o ® s ci W FL- Y y O vi E d U) N a N U 0 �0 cq - . w € pyµ aS RRF �S OR 0 J N u6J x $^gO$ Q wO Go = ow Fz CUSTOM PARTIAL CUT INVE RTS ARE g J °g AVAILABLE UPON REQUST. E INVENTORIED MANIFOLDS INCLUDE �D x u H$ c 12-24" (30D-600 mm) SIZE ON SIZE AND 15d8' (375.1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MG3500 e; € I o END CAP CUT IN THE FIELD ARE NOT o RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE � INVERT LOCATION IN COLUMN'B' ARE THE HIGHEST POSSIBLE FOR oll € 1 SHEET 1 THE PIPE SIZE. OF COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD SUMP DEPTH TBD BY CATCH BASIN SITE DESIGN ENGINEER OR MANHOLE (24• NW mm] MIN RECOMMENDED)( INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT Ins I ALL rLAMF UN z4- (WU n PART #: MG350024RAMP r MC3500 CHAMBER 24' (500 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART M MC35001EPP24BC OR MC35001EPP24BW MC-3500 ISOLATOR ROW PLUS DETAIL A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT OR ABOVE 3" 80 mm PROCEED TO STEP 2. IF NOT PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS ( ) B.I. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY li) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45(1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. STORMTECH DERDRAIN DETAIL NTS STORMTECH CHAMBER UTLET MANIFOLD FOUNDATION, STONE BENEATH CHAMBERS ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH END CAP FOUNDATION STONE BENEATH CHAMBERS ADS GEOSYNTHETICS 6( NON -WOVEN GEOTEXTILE DESIGN ENGINEER 4" (100 mm) TYP FOR SC310 & SC-16OLP SYSTEMS 6' (150 mm) TYP FOR SC-740, DC-780, MC3500 & MC-4500 SYSTEMS MC -SERIES END CAP INSERTION DETAIL NTS .r STORMTECH END CAP 17 (3D0 mm) MIN INSERTION MANIFOLD STUB MANIFOLD HEADER 17 (300 mm) MIN INSERTION NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FORA PROPER FIT IN END CAP OPENING. DUAL WALL PERFORATED HDPE UNDERDRAIN SECTION B-B IT (300 mm) MIN SEPARATION MANIFOLD HEADER MANIFOLD STUB ,",..."-"..-^ "ORT AG35DO END CAP -.. GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.26 (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CONCRETE COLLAR PAVEMENT CONCRETE SLAB T 8' (150 mm) MIN THICKNESS STORMTECH CHAMBER 17 (300 mm) MIN WIDTH CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS S"NYLOPLAST INSPECTION PORT BODY (PART# 2708AG41PKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER y,. I F �fi 4"(100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON i CORRUGATION VALLEY NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS c3 U) Y w 0 U O J I = OD W O U w U u O (n W E C s (,t E d m $ 0 o O *1 E m $ Omryry o i W irm S� 30 o� SHEET 10 1 OF2 0¢ ff 3 Y > c O W m U O U O N N 0 U 44 0 m w ;z 1 ^ SHEET 1 ` 1 OF OR APPROVED EQUAL Bryan D. Cichocki Lie. No. 53741 M E O O O U N � N C > E w a E I.- w w 3 ¢ LL V 3 W O W O w L M Q<_j U00 W J -N > O (A N (� W m � 3:o x U) LL ❑a "_� _ N N Fv¢� o ^ Y � ry 2 M 00 J � H z O a_ of U U) LU o O Lu LU Lu W Of u 0 u Lu Lu LU Lu Z CL R d dLu LLI Ui O O O F- DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N/A lJJ W 0 W U OZ / O Z ' � W Do uj ,-I a 0 i V) z D Q ° 0 ^^ U W 0 0 0 �0^, v JOB NO. 47036 SHEET NO. C6.8 L d ? a"/ - 11 r G"�u�9�apd � °° m"� gv i+'��I"'� � f 1 ��•�'Ne p�F .d"��' � `� pj �`�/�� J"�� T,n�' ,F '� .}Fr.'' '?• vy, �_" ,2LP. -. � ,�'". P r s III °z) as . �- G �e'l�°. t7 r,�' up. _S�r � n�,�' ' A j�e'O+a�a ,a�� G� �.� ✓"' ,�:1��''�' -t"�: �.,,�'R� ,-� .�. ' VA, .' { r�� 1, I 40 t 2 a rr w ' �°a ' 7cI ,a tit ` � Via„ •,M1"° I �'� v�� ': `" ✓r' '' >? G�k iP CJ s�d �`a :�' rS �y Nil I I u r,, r' a'' _ ,y#e•�; �"3'".'.: W; R :fit? y 1 � _ �x # d t r z Y „ � ds+"+ A `5U.. � 'n, M1 � ' . [�. '�tS V' !G ta_ i1 .t.' v`>•,^" Ir : d y� �) I u z s :v ra .•ry w, .. R ?,+,qi°r _ & .�;M L' .-. 3+..3,t,,. .�`4ee� t . d.: •.Y r k' ✓r rJ ii N .� _ ,�r., �! ,r. 4.: ' ;r �� . 1. � `.dC� h _ - � _� _ Okl pp rr .,_ 3 ,� IF-1 n` Sr ate' 0 - I - I 1G s , z '51 LT e ADS BARRACUDA a y _ 71 P ggi 'f K r ' 9 >r. rr _ dr - I _ . _ �� a%.T �� I LJ � F it - ✓ . r 40.0 in 222.0 in 210.0 in 15 12 5.5 in 176.0 in 8 13 15.0 in 12 12 45.0 in 4.0 in 24.0 in �J �24.0 in+� - L MOUNTING BRACKET 7 LAYOUT PRECAST DETAIL 6.0 in 84.0 in 72.0 in 63.0 in 49.7 in 23.8 in 15.0 in 3.0 in 12"x3E CONVEYANCE 21.0 in SECTION C-C SCALE 1:60 017.3 in 311 24.0 017.3 in in In 1. STRUCTURE WALL AND SLAB 72.0 In THICKNESSES ARE NOT TO �96.0 in SCALE. 2. CONTACT HYDRO INTERNATIONAL FOR A BOTTOM OF STRUCTURE ELEVATION PRIOR TO SETTING THE STRUCTURE 3. CONTRACTOR IS RESPONSIBLE FOR MATERIALS AND LABOR TO BRING CASTINGS TO FINISHED GRADE PROJECTION IF IN DOUBT ASK DATE: SCALE: 6/29/2021 1:60 DM MAV By- CHECKED BY: APPROVED BY KS; - - + - J PARTS LIST T"° UP-FLO FILTER (285R) 8ftx18.5ft 42 MODULES UFF-1 SOUTHWOOD 9 & 11 RICHMOND, VA ITEM QTY DESCRIPTION SIZE (in) 1 1 PRECAST VAULT 8 ft x 18.5 ft 2 1 UFF INLET PIPE 24 3 1 UFF OUTLET PIPE 24 5.0 in 4 42 MODULE LID 3.0 in 5 2 SUPPORT FRAME 8 1 2 COVER 30 IN 7 4 WEDGE WALL MOUNT 8 2 COVER 24 IN SECTION D-D 9 2 BYPASS HOOD SCALE 1:60 10 2 OUTLET MODULE 11 6 FOOT WALL MOUNTING BRACKET 12 30 RIBBON SUPPORT BRACKET OBTUSE 13 42 RIBBON FILTER SET 14 42 RIBBON MODULE BODY 15 12 RIBBON SUPPORT BRACKET ACUTE 16 1 MCMASTER-CARR 488OK173 17 1 MCMASTER-CARR 48925K27 18 1 FERNCO 1056-1515 & 15.2-10.6 EB Hydro International hydro-intcom 02021 HYDRO INTERNATIONAL V GHT: I MATERIAL STOCKNUMBER: 1 DMVANO NO.: 21_12_2433-UFF-1 SHEET$ME: I SHEET: Rev: B 2OF3 A A 96.0 in+/- 84.0 in 72.0 in 49.7 in 24.0 in 24.0 in SECTION A -A SCALE 1:60 n RIM: 452.00+/- ft TOS: 451.00 ft WEIR: 448.14 ft INLET: 446.00 ft OUTLET: 446.00 ft PARTS LIST SUMP: 444.00 ft ITEM QTY DESCRIPTION 1 1 PRECAST VAULT 2 1 UFF INLET PIPE 3 1 UFF OUTLET PIPE 4 42 MODULE LID 5 2 SUPPORTFRAME 6 2 COVER 30 IN 7 4 WEDGE WALL MOUNT CAPACITIES: 1. Minimum performance: 80% removal. NJDEP - NJDEP Blend; NJCAT, Sil-CoSil 106 (d50 = 22 microns) at the peak treatment flow. 2. Maximum number of modules per outlet module: 38 " 3. NJDEP peak treatment flow:.033 cis (15 gpm) per module, Ribbons 4. WA DOE peak treatment flow:.022 cis (10 gpm) per module, Ribbons ADDITIONAL DESIGN INFORMATION: 1. 'Normal operating W.S.E. is 2.14' above the outlet invert at the peak treatment flow of .033 cfs (15 gpm) per module. Fora given flow the head requirement can be reduced by adding additional filters. 2... Treatment flows that require more modules will require a larger vault design or different arrangement. 3. Media Types Available: New Jersey - Ribbons; Elsewhere - CPZ 8 1 2 1 COVER 24 IN 9 2 BYPASS HOOD 10 2 OUTLET MODULE 11 6 FOOT WALL MOUNTING BRACKET 12 30 RIBBON SUPPORT BRACKET OBTUSE 13 42 RIBBON FILTER SET 14 42 RIBBON MODULE BODY 15 12 I RIBBON SUPPORT BRACKETACUTE 16 1 MCMASTER-CARR 4880K173 17 1 MCMASTER-CARR 48925K27 18 1 FERNCO 1056-1515 & 15.2-10.6 EB 1. STRUCTURE WALL AND SLAB THICKNESSES ARE NOT TO SCALE. 2. CONTACT HYDRO INTERNATIONAL FORA BOTTOM OF STRUCTURE ELEVATION PRIOR TO SETTING THE STRUCTURE 3. CONTRACTOR IS RESPONSIBLE FOR MATERIALS AND LABOR TO BRING CASTINGS TO FINISHED GRADE REVISION HISTORY REV I BY DESCRIPTION DATE B IJL4 NIODULEOOUNT TMMI A KSN FIRST RELEASE 8/28/2021 PROJECTION IF IN DOUBT ASK 6/29/2021 61 0 DMVM BY: CHECKEDBY: APPROVED BY KSM TM. UP-FLO FILTER (285R) TYPE SIZE (In) Bftx 18.5ft 8 fl x 18.5 ft 42 MODULES HOPE 24 UFF-1 HOPE 24 SOUTHWOOD 9 & 11 RICHMOND, VA Patent: w .hydro-int wrnfPatents 30 Hydro 24 International hv dro-int.com 02021 HYDRO INTERNATIONAL 285R VlF1GHT: MATERIAL STOCKNUMBER: 1 DMV/NO NO.: 21_12_2433-UFF-1 SHEET SIZE: SHEET: Rev: B 1 OF 3 A OR APPROVED EQUAL Bryan D. Cichocki Lie. No. 53741 /Z/eelu `Apsk M E 0 0 � u N � N C > E w a E HVi , 3 Q LL 3 p 0 w 0 _j V oMo Z -n O co (7 W vMI. Z f L 3 0 V X U) oa =� o ti ti Ln i c ry Z U ( L9 O PN LU 000 w M Of U U U 000 a a a d O d 0 O O O F ~ O O N Lu F Q \ ^ ' r 1 O in DATE 0 111812021 r DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N/A 1_N1 0 J_ Vl Q LU U 0 Z J > O LLJ iY Z Q III g w Lu r-I a 0 O (LU 0 o Q ° 0 ^ U W 0 0 0 0 z 0 2 � 0^, v JOB NO. 47036 SHEET NO. C6.9 L 0 _o M 102: MH-1 ry o N 108: MH-1 STA 10+16.22 N t N v STA 12+98.95 TOP 429.71 x ) ch TOP 432.41 INV IN 426.18 103 ( ) Itz O Q d - INV IN 427.79 (109) INV OUT 426.08 (101) g z z INV OUT 427.69 (105) 450 o tcli M ui n o N N ui N Bryan D. Cicllocld C CD ce) 42 r- q = 00 ~ m ~ N ~ v U Lic. No. 53741 V V M 00 00 O) O Lo u1 C 00 u'1 V M r� LL'1F (ODOM ^00 M 00�0 M ��OC1 M (OMMN �O O �O� M 2 + m��11� �N 006 V cpM',r. myNj l� co V m�(00 �MO(O +Q g 0 M}ONj =+�V H (I? I'. �?+�M F m+O H =+m H 0� �0 o �� z 0 o� z o o�az_ 0 o��z z_ o ��az o � sslo � Q(L 0� O 7 O N Mu') D �U)Pz iiQa> ¢a- ¢0> idQ0>> �Qa»> vQa» 7'rOtJ(i NAL NU)Pz �HOZ z �U) Z ~oz z ~oz Z Z NF0 _ �rn�_ _ �cn�_ _ �ca�-- - �U)FZ Z 450 455 455 460 1 460 SE CO TROL 445 STRUCTURE 445 SW AA STORMTECH 440 440 TO = 440.000 SWM A: PROPOSED STORMTECH GRADE EXISTING DETENTION WITH GRADE ISOLATOR ROW 435 BO . = 435.000 435 i i - - 2.3' 430 2.8' 430 109 35.32' OF 105 24" HDPE 425 256.91 OF @ 8.09% 425 24 HDPE 12.70' OF 103 @ 0.50% 24" HDPE 25.7 ' OF @ 0.50% 24" 1 iDPE @ 0 50% 420 420 415 415 Q� CZ W N N M M M M M R 7 R V V V V 9+50 10+00 11+00 12+00 13+00 STR 100 - SWM A HORIZ SCALE: 1 "=50' VERT SCALE: V=5 203A: MH-1 (72" DIA.) STA 10+72.92 20513: MH-1 TOP 454.17 STA 10+11.79 INV IN 445.85 (205A) TOP 454.28 INV IN 445.69 (203B) INV IN 446.00 (205C) INV OUT 445.58 (203) INV OUT 446.00 (205A) 470 204: MH-1 (72" DIA.) STA 10+23.62 TOP 456.80 INV IN 445.96 (205) INV OUT 446.00 (205C) INV OUT 445.86 (20313) DETE ISOI 450 450 PROPOSED GRADE EXISTING 445 GRADE 445 2.8' 13.5' 440 OP = 440.000 440 SWM A: TORMTECH VTION WITH ATOR ROW 121 435 10.37' OF 435 = 435.000 12" HDPE @ 2.69% _OT. INV. = 434.000 430 430 425 425 420 420 W R V DEl IS' M EX.1 455 ADS 455 SYSTE 8' DIAME ER PROPOSED GRADE EXISTING 450 GRADE SANITARY & 450 / PIPE 14-2 445 O°10 445 WATIM LINE \ � 1.6' 1 3.3' 1 OP = 440.000 440 4e; 440 SWM A: - 15 STORMTECH ENTION WITH 5 OF DILATOR ROW 115 1a' DPo 80.09' OF 435 2 ^HDPE @ 1.500 SANIT Y 435 0T. = 435.000 111 31.40' OF INV. = 434.0 10 21" HDPE PIPE 11 1 @ 1.96% 430 113 430 01F- 21" HDPE @ 2.07% 425 425 V R R R V V V V 14+00 14+50 9+50 10+00 11+00 9+50 SWM A - STR 122 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 202: MH-1 203A: MHA (72" DIA.) STA 10+24.79 STA 10+72.92 TOP 452.86 TOP 454.17 INV IN 445.10 (203) INV IN 445.85 (205A) 204: MH-1 (72" DIA.) INV OUT 445.00 (201) INV IN 445.69 (20313) STA 10+89.64 200: ES-1 for 30 inch Pipe INV OUT 445.58 (203) TOP 456.80 STA 10+06.64 INV IN 445.96 (205) TOP 447.52 INV OUT 446.00 (205C) INV IN 444.77 (201) INV OUT 445.86 (20313) 470 465 ADS UP-FLO 65 FI TER 465 EXISTIN P OPOSED 460 460 455 455 450 450 445 445 205A 11.79' OF 20 C 12" PVC 11. 2' OF @ 1.25% 12' PVC @ 0.00% 440 440 435 435 STR 202 - STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 ARS SEE PROPOSED CONTROL 46 GRADE 460 DETAIL FOR EXIS rING SWM GRADE- STORMTECH 455 455 r OP = 450.750 450 SWM B: 450 STORMTECH DETENTION WITH ISOLATOR ROW O 0 OT. = 447.000 445 INV = 446.000 445 2 3 16.72' O 201 48.15'DOE30" HDP 7 38' OF 18.26' OF @ .00% @ i 000A 24" RCP 30" HDPE @ 0.50% 440 @ 1.25% 440 435 435 430 430 V h 7 � 7 R 9+50 10+00 11+00 STR 200 - SWM B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 10+00 11+00 12+00 13+00 14+00 14+50 SWM A - STR EX.1 HORIZ SCALE: 1 "=50' VERT SCALE: V=5 M 118: DI-3B 6 ft Throat 128: 18" Basin - Circular Grate STA 10+01.73 STA 10+39.90 130: 18" Basin -Circular Grate _ o CO C! CO v It TOP 448.63 TOP 448.20 STA 11+18.79 o H INV IN 440.25 (123) INV IN 441.83 (129) TOP 448.90 p v 0 0 INV IN 441.54 (127) INV OUT 441.73 (127) INV IN 444.94 (131) ¢ 0 > OUT 440.15 (117) INV OUT 442.22 (129) ce)INV U Z AM Agn 455 455 PROPOSED GRADE 450 450 T MIN. 445 1 445 3' MIN. i1 1.52' OF , / " HDPE "I/ 1.00% / 129 127470F / 440 78.93' OF 440 12V IDPE 1 @O.V% @0.50 0 1 ' EXISTING 435 GRADE 435 CONTRACTOR TO COMPACT I FILL TO AT LEAST 95% 1 � STANDARD PROCTOR DEN ITY 430 430 425 425 4 4 h h h V 7 7 7 7 7 R 12+00 9+50 10+00 11+00 12+00 STR. 118 - STR. 132 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 13+00 14+00 0 50 PROFILE SCALE M E O O U N � N C > E w a E w w UM ¢ V 3 0 w O w0 `mom 0 W L M ¢<� Voo J - uj M O O. (nco V 0 W W �0'x LL � Q v ti m >m c L^ 8 O1 00 W M a� CL O ce H z 0 a_ U U LU W 0 z 0 Of F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN Cb 0 1--i !01 Vl U 0 Q U) J> w M u; J J LLJ !Y w LL O co 1� QLL a W z (f) 0 Q 0 I..L 0 0 0 2 0 U) JOB NO. 47036 L SHEET NO. C7.0 roa STA 11+19.93 TOP 466.22 224: DI 3B 6 ft Throat- INVOF %, n _ rn o O t v t o N t N i= V o 2 V Bryan D. Cichocki Z 210: DI-3B 4 ft Throat m °°io 206B: MH-1 � Lo °m° m o °�° = o ro ~ U lie. No. 53741 STA 10+00.45 °o 't m (o " rn v U! rn o ' °D N ' Lo co r> u° STA 10+00.30 u� o cm o v m TOP462.71 m r - TOP460.13 MNtN�F m0C-4ii0LO m0 It ��v mco�a 4p /�/�/�1 +�� yomv yo+cov a o�az �?+N� O� INV IN455.94(211) o�v� INV IN453.34(217) p�vz0 o�'t tz0 0 EL o�v� �S Gti INV IN 456.00 (215) Q EL � INV IN 454.00 (207) o � a0 > > o F �» > � � O z z � ¢ o O> SIONAL 227) INV OUT 455.84 (209) N U)) z INV OUT 449.59 (206A) N u) F ? ? N m ? ? ? `" m ~ - w '0 z 7�t�i 480 480 480 480 M E O O U N � N C > E W a E w w 3 ¢ LL % 3 LL O W 0 f6 ^y � V oMo Z -n 0 co O (A ry V ti W w Z f ? U �i � Q W Q O i ry Z =v¢� 0 LuLuLu F °N > 000 w M LU U U U 000 Z a a d O d O O O ~ O O N w F N \ Q \^�N z O in DATE 0 111812021 } DRAWN BY C. GAYNER DE IS • DESIGNED BY • C. GAYNER • CHECKED BY 9+50 STR � 210 -STR. 2160+00 11+°0 9+50 10+00 STR 206B -STR 214 13+00 13+50 : • B. CICHOCKI SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • AS SHOWN VERT SCALE: 1"=5 VERT SCALE: 1"=5 • 9+50 10+00 11+00 12+00 13+00 14+00 14+50 0, SWM B - STR 228 N vM • ,� HORIZ SCALE: 1"=50' 223B: DI-3B 4 ft Throat _co 00 VERT SCALE: 1 "=5 STA 10+00.14 ro (o m v o N ^ 06 � 236: 12" Basin -Circular Grate TOP 471.53 cn C4 F Co o (6 238: 12" Basin Circular Grate o � �? + m v 222: 15" Basin -Circular Grate INV IN 464.04 (223C) p � v o m D O o � v z z STA 10+61.23 INV IN 464.04 (229) o Q EL o- _ > 0 INV OUT 463.94 (223A) Cl) � OF z N t~n Z ? NOP 469.27 V OUT 460.79 (221) 5- Cm C14 LO C! Itoao o IN 485 485 480 480 O N N ao 234 DI 3B 8 ft Throat Circular Grate INV I 239 0 INV I ) 0 50 PROFILE SCALE Vl U O Q U) J> w M Lu J LLJ J LL tY (3 1 w O m 1� Q a w }z} 0 pl� V) V) Z O DE p IS DETENTION U ^2 I..f_ O O �T i g+50 10+00 11+00 11+50 g+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 g+50 10+00 11+00 11+50 SWM B - STR 234 STR 223B - STR 230 STR 220 - STR 222 HORIZSCALE:1"=50' SWM B - STR 240 HORIZSCALE:1"=50' HORIZSCALE:1"=50' O VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1 "=5 U) JOB NO. 47036 SHEET NO. C7.1 f00 ci 207 04 Cb LL t ISOLATOR IN 461.71 (223A) INV IN 458.93 (221) STA 12+73.23 INV OUT 458.83 (219) TOP 472.40 226: DI-3B 6 TENTION = o u° � � STA 10+78.16 � � v z z TOP 451.76 N � O z z INV OUT 447.38 (233 465 465 460 460 PROPOSED GRADE EXISTING 455 GRADE 455 i 450 TOP = 450.75 SWM B: N. STORMTECH � 3' M WITH OLATOR ROW BOT. = 447.00 233 445 75.81' F 445 INV. = 446.000 (� 0 5 0� 440 440 N �o h b 7 V 475 475 470 470 PROPOSED 465 GRADE 465 EXISTING GRADE 460 460 / 3.2' 215 455 455 12� 2D3% 450 450 445 445 v STA 10+15.12 � - TOP 453.64 STA 10+29.14 INV IN 449.34 (237) TOP 453.70 V OUT 449.24 (235) INV IN 449.72 (239) INV OUT 449.62 (237) 232: MH-1 240: 12" Basin - STA 10+02.22 STA 10+89.42 TOP 453.24 TOP 456.00 N 448.98 (235) INV OUT 451.89 N 447.00 (233) 465 465 460 460 PRO OSED RADE EXI TING RADE 455 455 3' MIN., / / 0 450 TOP = 450.750 SWM B: 602a PE STORMTECH WITH $�H 60oio 475 475 PROPOSED GRADE EXISTING 470 GRADE / 470 / ADS BARRACUDA / 465 SYSTEM 8' 3.5' 465 OF / p0 1`L2; NOe� 12 DO I 5� 460 / 460 / 2 PROPOSED WATER � LINE 455 455 50.50� OF 66.49' OF 95� OF 15' HDPo 15" HDPE 42 HpPE 1�200% � 1.75 /o @ 1.75% SANITARY 450 PIPE 7- 450 445 445 v v v v v a 480 480 E ISTING G DE P OPOSED G DE 475 475 470 470 PROPOSED .g' WATER LINE 465 465 g 3�29 pE 1 � 3 DOo)o 460 460 455 455 h R 475 475 PROPOSED GRADE EXISTING GRADE 470 470 465 465 5.5' PROPOSED ;"I WATER 460 LINE 221 460 O 6212 1�30p10 455 455 450 450 N R 7 7 L SDR 26 WITH PIPE BEDDING (PER ACSA STANDARDS) BROUGHT A MINIMUM OF 2" ABOVE TOP OF PIPE. - 1 TOP 446.44V INV IN 440.44 (2-1) STA 11+79.40 STA 10+00.00 INV IN 440.44 (1.1-1) 1.1 TOP 443.86 X' TOP 452.23 INV IN 440.44 (11-1) INV OUT 440.90 (1.1-1) 465 INV IN 439.80 (1-EX. 1) INV OUT 440.24 (1-EX. 1) 465 460 460 PROPOSED HORIZON 455 ROAD GRADE 455 EXISTING 450 GRADE 450 --• PROPOSED \ 445 GRADE 445 PROPOSE 2.33' WATER LINE4 440 _- 44J 1440 1-EX 1 91.34' OF 88.07' OF 8" PVC 8"PVC @0.50% 0. % 435 435 ck o Ir Of '-w LL 0? W WaWO W H HOFO H + g gig+g lk CY Q' w Q' 430 ~ ~ ~0cncn ~ � 430 TOP 446.44 INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) INV IN 440.44 (11-1) 465 INV OUT 440.24 (1-EX. 1) STA 11+13.83 TOP 447.88 INV IN 441.90 (14-2) INV IN 442.52 (3-2) INV OUT 441.70 (2-1) 3 STA 11+83.53 TOP 448.59 INV IN 443.47 (4-3) INV OUT 443.27 (3-2) STA 13+91.82 4 TOP 451.75 INV IN 446.55 (5-4) INV OUT 445.99 (4-3) INV IN 454.26 (7-6) STA 16+28.06 5 INV OUT 454.06 (6-5) TOP 462.73 STA 17+36.03 INV IN 454.38 (8-5) 7 TOP 462.01 INV IN 453.58 (6-5) INV OUT 456.04 (7-6) INV OUT 453.38 (5-4) 465 EXISTING GRADE i \ 460 460 WATER SERVICE LINE, / / SmRM PIPE 21 DEPTH APPROXIMATE, / O TY . 455 _ 1 455 _ 9 OF r 0. pVC r-5 27 OF 8, 222% P OPOSED 8 P GRADE @ 1' S ° 450 450 .401 � \ 8 o w 445 9 445 g 5.4' \ r 14-3 to ' 3 �1.4' J 28' OF 69.70 OF / $^ PVC w 0 8" P C @\1.21o/o J J J J J J J J J J J J J 440 2 1 Q Q Q Q Q Q Q Q Q Q Q Q Q 440 113.3 co wM w wM w� w� wawa wMw� wa LU w ) w� 8" VC ✓ /li HO F H7 H(0 F6 H� FM L HI` F Lo H� H V N Hr H STOR ` rn Qo Q Qv Q16 QN Q o Qn o Q� Qa Qm Q°o o Qoo Q @ .11 o/u PIPE 123 ` + N J + _M J J + M J + _M J + a J + a J + a + _0 J + J _� + u) J + u7 J + U. + (O J + 0 J + Q Q Q Q U) cl) U) U) A� U) U) U) U) U)) U)) U)) vim) U)) U)) U)) U)) U)) U)) v0) v~) vl) v~) U)) U)) U)) U)) U)) U)) U) U)) U)) U)) U)) U)) 435 435 2' co IY O Ix co W IY 2' 0) Ir V laf r� (Y M (0 w � Ix u� 2' (0 w I". [C I- of w M 0) w M 2' w 0) W� WM W(M WL7 w0 W0) WN NW ,w(O M W(0 WM (O W(M WO WM W WM N W7 W Wcq H� Cl) Hu7 F r 1- 0) HM H1� u�H OHr co HIS HN 1� HO H� F r H F r r FM H F u7 gM g+g+ g+3+ g+ 5+ Togo+g� Tgm 5+ g lqt+ 5cl)+ 5+ g go g+ g 3M Q' O I Y O Ix O w N I Y N N af N I Y N N W N IX M + M Ix M w� w 7 I Y w U) 0 w U) I Y w I-- �� 430 430 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 14+00 STR EX. 1 - STR 2 STR 1 - STR 7 5 STA 10+00.00 TOP 462.73 INV IN 454.38 (8-5) INV IN 453.58 (6-5) 490 INV OUT 453.38 (5-4) HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 12+06.23 8 TOP 474.88 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 18-51 STA 13+1933 OP47 10 T9.74 INV IN 472.08 (10-EX.2) INV OUT 471.08 (10-8) STA 13+90.98 TOP 485.39 INV OUT 476.23 (10-EX.2) 490 PROPOSED EXISTING HORIZON 485 GRADE ROAD GRADE 485 \ Q�< co wI w� 480 I-_~ +o \ 480 a a PROPOSED ATER LINE U) / 7.0' 475 475 Oy G 1ao QJ Oo�o PROPOSED @5$ 470 / WATER LINE 470 PROPOSED / GRADE / / 1O a, OF 3�9JG F 465 / $ Ole 465 PROPOSED WATER LINE 460 460 03p 206 QJG° ° ��121 455 J J J J 1-1 J J 455 W(`? W� M W W W? W W('? Cl) W g+g�' N g g" 3° g° ga a g+ O_ _O + + + N 0 N > 450 A C/) cr U) � co U) U) U) 450 485 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 (8-5) STA 10+11.02 8.1 TOP 474.96 INV IN 465.85 (9-8) INV OUT 465.65 (9-7) INV IN 440.96 (12-11) INV IN 440.96 (APT1-11) INV OUT 440.76 (11-1) STA 1 f INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) 9 STA 11+33.25 INV IN 440.44 (11-1) TOP 472.42 INV OUT 440.24 (1-EX. 1) INV OUT 468.04 (9-8) 485 460 EXISTING 480 GRADE 480 PROPOSE \ GRADE 475 475 470 470 1 1 ATER ERVICE LINE, 9-g DEPTH OF A PPROXIMAd&5 465 122.23' @ 1.79% 9-7 11.02' OF 8" PVC 460 e° 2.00% J J J J 460 WD Li 0w0) W W0) WN H H N 1-H N H M gN �g� 3 g� gM_ O O af O 455 U) ~ U) co (1 coCA U) 455 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 11 L11-1 31.71' ( 6" PVC @ 1.00 STORM PIPE 113 12 15+00 16+00 INV IN 443.44 (APT2-14) INV IN 442.63 (15-14) INV OUT 442.43 (14-2) INV IN 441.64 (13-12) STA 10+00.00 INV OUT 441.44 (12-11) TOP 447.88 SEWER EJECTOR PUMP INV IN 441.90 (14-2) STA 11+27.14 INV IN 442.52 (3-2) 13 TOP 437.79 INV OUT 441.70 (2-1) INV IN 434.95 (APT1-13) INV OUT 434.95 (13-12) 460 460 N TE: SIfWER JECTCR P MP D SIGN EY MEP 48.02' OF 6" PVC @ 1.00% 47.41' OF 2" PVC" @ -14.11 % LDING !7' OF PVC 1.00% 17+00 INV IN 443.26 (16-15) INV OUT 443.16 (15-14) 18+00 SEWER EJECTOR PUMP STA 11+13.24 i 6 TOP 443.04 INV IN 435.25 (APT2-16) INV OUT 435.25 (16-15) 460 455 455 PROPOSED BUIL DING 450 450 PROPOSED GRADE 445 445 15- 41 1.7' 5 .19 OF 6. PVC 440 -A) 440 14-2 (:�D -1-u- 32.41'OF 6" PVC @ 1.63% FORCE MAIN 435 16-15 435 STORM 27.64' OF PIPE 117 2" PVC` APT2-1 EXISTING @-28.98% 4.85' O GRADE 6"PVC @ 1.00°Y. 430 430 0 50 PROFILE SCALE NOTE: SEWER EJECTOR PUMP DESIGN BY MEP. *PVC SPECIFIED BY MEP IN PUMP DESIGN Bryan D. Cichocki Lie. No. 53741 /Z1401u M E O 0 u N � N 0 > E w a E Q LL o 3 0 LL w 0 m 0W L f"l Q�' � Voo W J -N in O N V 0 W z~'x oa =LL M = N Fv¢LA 0LA E N 00 W M a� 0 x 0 0 F 0 w x a z 0 W > K 0 0 t7 z O a_ u U) Lu Lu Q cti c cti O G G G W w 000 888 ati�ti Q F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN T 1� cb \ 0 1� TT\ Vl w U LL 0>o w Q w Lu m 1� � w W O U) (� Z L Qua U 2 Z I..L Q 0 0 0 2 �O V/ 9+50 10+00 11+00 12+00 13+00 STR 5 - STR EX.2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L 14+00 14+50 9+50 11+00 10+00 STR 8-STR 9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 9+50 10+00 11+00 SSWR APTS. 1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 12+00 9+50 10+00 11+00 12+00 SSWR APTS. 2 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 JOB NO. 47036 SHEET NO. C7.2 of � Bryan D. Cichocld U lie. No. 53741 � Gti SSIONAL M E O 0 U N � N C > E w v E w w 3 Q LL o 3 p LL — wO `mom j V 2 Z w —u O 485 485 0 > O d IA N V ti W U Z f a+ � �Olnx In Q O c ti = N _"¢>� o i�i sN > o00 EE wM UUU 00 000 O d RY 1-EX.1 0 0 0 0 x F � p ~ O O N w F N ��\ Q \04 ^&Il z O in DATE 000 co j 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN ob 1� FHA T� 0 Vl U w OQ J' Ll Lj w O J o CC n/ LL li Q LJ_ CIO w T� Q Z w o J LI..I 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 0 SWEETBAY STREET WATER PROFILE _ Q HORIZ SCALE: 1 "=50' ^ VERT SCALE: 1 "=5 P1 0 C) O O 2 5 �O V/ 0 - 0 50 PROFILE SCALE JOB NO. 47036 SHEET NO. C7.3 aD / � aso a a a aso Q�Qo �� s„Xs., >�>coo H�H� C�QC7Q 475 475 SAN I / PIPE 470 470 / 1 / TEE x o � o EXISTING � >�RADE 465 11 465 W + W + > O / J o 50 fn aO (n / 11 W + / / Q N �a 460 5' MIN. so ai 460 / 1 eX6' TEE 1 455 TO FHA 455 r 11 PROPOSED GRADE � 1 450 j1 450 / \ j1 � 3.5' MIN. � / / \ 8"X4" TEE r B" CLASS 52 DIP / 8" 4" TEE � WATER LINE 445 8"X8" TEE FIRE LINE 8"X6" TEE TO FHA 445 8"X4" T E TO � 8"X6" TEE FIRE LINE / TO FHA 5' MIN. A / 1 440 440 SANITARY STORM PIP 1-EX.1 1 PIPE 123 \ WITH 6" 1 DUCER &6"GV 1 435 ' 435 1 SANITARY SEWER LATERAL, DEPTH APPROXIMATE, TYP. 430 w w w w w w w w w w w w w w w w w w w w w w w w w w w 430 >O > >(O > > u) >O > >(O M>O > >� �O >1� O >LL'1 > > u) >aD > > >a0 >M > >O >M >� >� >N >� d'O � Wnj W �O Wap d'� d'(O W�p W � Q'N Wp �� Wp Q'u'1 Wlvj �Q'N njW � lry W W�p � Q'M Wpj O G✓M p Wlvj � W d' Wap u� (Yr W Q' W � Cr WI�W MQ'1� ap Cr Wnj l� d'�� W�W�j d' W W � Q'N Wap Q'N Wnj Cr W�j (O Q'N Wap V N (n O (n + (n o0 + fn 1� (n + d'N + (n �N � (n + �N N + Ci 2'N O + u� (n + u� (n + � + �M O (/7 + Q' M + � (n + 2'� 1� (n + � (n d' u� (n + �if1 (/7 + Q' (n + �OQ'O W (i + M + (n �O u� (n + �(O�(O 1� + (n O (n + � + Ci Q'n n + (n �aD N + (n �aD 1� + (i Q'O � + O + W� W W� W� W� W� W� W� MGM �W� W w� W� V V � W� W W� u� W� W W�W� W� W�W� W� n W� W� W� W� O N F H a~ Q H QF F F QF QF H QF H QF H QF H H Q � H QF H F QF H Q F QF H QF H Q H QFQF H H QF F QFQF H F QF H QF H QF H QF H QF F HaF 425 �� 425 of � 490 490 Bryan D. Cichocld U lie. No. 53741 � Gti `SSIONAL y� M E O 0 U LL N C > E w v E co w w 3 Q LL o 3 p LL 0 cc wO `mom ¢_j UOM0 Z 490 490 w .-1 - li O rn ry V ti W w Z I-' ? U �i {) Q w i ry Z U ¢ O F °N > 000 2 M U U Uit 00 H j 000 Z a a d a ti ti O O O F p ~ O O N w F04 Q \ 04 ^&04 z O in DATE 111812021 O DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 9+50 10+00 11+00 12+00 FLORA VIEW DRIVE WATER PROFILE SWALLOWTAIL LANE WATER PROFILE • HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 cb O 490 490 T� V , 460 460 U w OQ J J' LL w O co < n/ Q LL co LIJ w T� Q Z wo J ui `i • z w Q O ^ U Q I..L O + + jj + 0 O 2 5 D 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 O RENEWAL ROAD WATER PROFILE HONEY BEE WAY WATER PROFILE (n HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 0 50 - PROFILE SCALE JOB NO. 47036 SHEET NO. C7.4 485 485 480 � 480 u� o 0 Q ui - � O 475 O 475 F EXISTING / � GRADE / / 470 470 / 3.5' MIN. i 1.9' 465 PROPOSE - 465 GRAD / / 90° BEND / er6'oX6 " EE STORM PIPE TFH 229 460 460 6" CLASS 5 DIP 6"X8" TEE WATERLINE MIN. 90° BEND STORM PIPE 221 455 455 SANITARY PIPE 8-5 i STORM � PIPE 211 SANITARY SEWER 450 w w w LATERAL, DEPTH APPROXIMATE, TYP. 450 CY M d' d' � wa; w w� (� 7 (n (n M W � W W Q ~ Q Q ~ 445 445 0 � 485 485 0 w M EXISTING 480 GRADE w + H � 480 PROPOSED � G DE 475 475 3.5' 6"X8" MIN. TEE 470 470 SANITARY PIPE 10-8 6"X6" 465 W W TEE 465 SANITARY SEWER > > 6" CLASS 52 DIP LATERAL, DEPTH w � w Q; WATERLI E APPROXIMATE, TYP. � co � a0 w� w� Q ~ Q ~ 460 460 EXISTI G PROPOSED G E G DE r 485 3.5' 8" CLASS 2 DIP 485 MIN. / 8" 8" TEE TO 480 EXISTING 480 W TERMAIN IN � HORIZON DRIVE 475 8"X6" TEE j 475 w 90° BEND � � 470 470 ro 0 Q 465 ~ 465 460 460 EXISTING GRADE PROPOSED 455 GRADE 455 i / / 450 / 8"X8" EE TO 450 EXISTING WATE MAIN IN HORIZON DRIVE .5' 8"X6" TEE 445 MIN. TO FHA 445 8" CLASS 2 DUCTILE 8"X8"TEE IRON WAT RMAIN 440 440 co N 0 Q 435 ~ 435 L gTREE \ \ \\ - / ' \ \ \ \\ \\\ \� \ _ _ _ \ I // 1 I I I I 1 1 I 1 / r' r R� \\ 114 ``_ EEC \, \\ \ \ \ \ \ I I / - / • / / // ram\ =\\ \\\\ r \ \ \\ --_ /T 5 / •r•�. / / / \ \ \ \ \\ \ \ \ / \ \ \ \ \ \ _ Bryan D. Cichocki '� _ r I I 1 I lie. No.53741 ,� SS'ONAL yG _ J / I E LU LL T, 3 o wOm., W s M T / LU \\\ \ \ \ \ \ \ \ S v ry Z 2 2 2 \ ow 1Z�N FtOA� u u u t.Aop\•' \ I \\_. —�I ' I 'a ' <. I, J'OI^p I ' -/' ' / / ' \ \ `\\ __- I I I I / / ° / \ `\ `\ N ddd ' / / ' 0 5 w w w I I / / / \ \ \ = d III o 0 0 I /� \ \ p \ \ M - I I I➢ l I '5' > 04 00004 IZI ' I l ' I ' I ' l / +' °i:tee _\\\\� \\ pl I '\,I ca0 / ° J \ LU FU .4Qr I tD I A6 / l , / + / /° / /, -ice \\ 1 Iw Yam/ ' U 0 N�04 �\ \\\ Z\ \ \\ /- \ \\ I l 1 I p° r- //\\\ \_ J 1 \ \ \`\ `o'`lo \ 1 I `\�`5+54$ + ^\ p ~ '90 W DATE 111812021 DRAWN BY C. GAYNER op _\ \ \ \ ` \ ` \ \ / / I I / I I ' / /' / �' / / \ \ \ \ \ \ ` \ \ \ \ - 1 i I • DESIGNED BY �T\ ` \ �:p\. \ \-\ /\ / / 1 xl ' I, I I I I I II I I /j // /� - --\\ \\ `\\ \\\ \\\ \\� \ \\ \ i 11 11 • C.GAYNER \ \ \ \ \ \\ \ \ / y, l 1 , I o �v// I I I 1 I I I I / / / \ \ \ \ \ ` \ ` \ \\ I 1 .1 • CHECKED BY p�\/----// r� � \ NAD83 /y \ IN,^ `\\ `\\\\\\ /l11 11 \ • B.CICHOCKI \ \ \ \ `\ \ I I I I \ \�/ � I 1 I • • SCALE \ \ \ ° p , ✓� I I I I 'I I 1 I // / \f \ \ \ ` \ ` \ \ I 1 SCALE 1 "=20' \ \ \ \ \ �` ` \ ° .. � / I /J I I I I I I I 1 I I 1 / / / l / / \ \ \ \ \ \ \ \ \ I I I I I • 1 "=20' -\-A \ \ \ \ _ \\ I I I I \\ f \ `\ ----v I 1 I 0 20' 40' 47n AM HE113HT OF OBJECT = 3.5' 465 465 SDL-280 / 460 EIGHT OF E E = 3.5' i 460 i SD - 280' 455 455 / EIGHT OF OBJECT = 3.5' / / 450 450 PROPOSE GRADE EXISTING 445 GRADE 445 440 440 435 435 430 430 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 SIGHT DISTANCE PROFILE - HONEY BEE WAY #1 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 5 o 1 0 50 PROFILE SCALE �J T 01 ' 1 TT� Vl U) 1■` U J_ O ; LL 0 LU W � � w U 1� QLL Q LU O L0 Q O V J C) O O 2 O JOB NO. 47036 SHEET NO. C8.6 L ....,�,_ �`R p—mII =AIM .wi way -�►� ' ��. / /� . .,_ �,� • _— . Few] pol ho pa NO 0, 1, 1111111 E—Mak'%41qkh0,q W. I bm%h7t, ip pal mE --_ --- �� - C _ �. ` ►�i �� yid ► •- Ln I� �X—MIi bl:®� � �� .��i� ��•w� Offa0m� _ `_t�� _ _ . �'..- * Vi�� i✓ �, � _ ter, _ ��_ _�.._ _,►� ,'1 _— ra�-�� ice- i�v [I •�lil< /. ��i/�-�'' � MINOR = ONCR!= ir►��,�==siF4w1`�=� -�_- i 00 --r Wes_ �=-�rr��'� �`�i►�'_+M,0- J ��, s !► =r��c -�\,� �� .._=-��'� -`.�` mac•.'' ��=�_ - Ow \ I I I I I I I i CID z / r v1/ k / , k/ ' 1 / - _ _ (n DATE k a k X 0 111812021 X _ i DRAWN BY C. GAYNER / - , , , \ • DESIGNED BY / / \ • C. GAYNER f J _ - / / / // \ • CHECKED BY I 1 I I B. CICHOCKI II I I I ----' /' // // ,/ I I I 'I I l \ \\ \\ �P�� SCALE 1 "=20' • • SCALE — � � � \ • 1"=20' \ 1_�0- t .,nn Inn HEIGHT OF OBJECT = 3.5' SDR - 18 ' (TOI NITERSECTION 1 495 495 OF EYE _ .5' EEIGHT 490 / i 490 / SE L - 280' 485 / 485 iPROPOSED G DE EIGHT OF OBJECT = 3.5' / 480 / 480 EXISTING J G DE 475 / 475 470 470 465 465 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 • ,--I ,--I 0Z5 NI 0 1 0 Vl U) 1■` U J_ � LL 0 O' / W � � LU w U 1� QLL Q LU O L0 V ) Q O 0 C) V J 0 0 2 0 5 U) JOB NO. 0 47036 0 50 SHEET NO. PROFILE SCALE C8.7 --- 00 11 / °s _ ��ss-��:w =-mow• -- -_ - ��`l' WON ME MIN I MANY Rs r rso; ., FW*1% ,TAW 1 • . so - '� ._---- =its 1��1�� ■� _ M ■ice■�MMi ■ - '''' ► A' Oy!wiJ 1—i�iiii��:ii� �- I� 430 // / ' / 10 'a _ �iy Oq SWEETBAY STREET, / / / �� ' ' ' / Isi �C�T ® ® ,� +50\ /'�I T-I iZl ° C —'0>— — a / / / /a / / / / / / / / / HORIZON ROAD iZyy\// /Z �.\ I// / t l it /�il l V /\ \ i/ // V i' �PR�Pd$ED61'Bfi/14[� 465 465 460 460 EIGHT DF 455 455 EIGHT O OBJECT = .5' EIGHT F EYE = 3.5' 450 450 S L-100' \ 445 445 PROPOSED BADE 440 E ISTING 440 435 uKAUL 435 430 430 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE PROFILE - HONEY BEE WAY #2 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 Bryan D. Cichocki Lie. No. 53741 1 Z1te la O I I I I I w O at \ Q W V oMo Z w�; o N O �W 300 to II W Sn // // \ \\\ \\• 11 \\ I\III 1 N, \ �Ln S Z zt v¢ O LU LU LU c N ry w O O O 00 \ Q Q Q 0 ICI\\\I1\\1 \ \ \ dada F r r U ON�NC Z ST��sT�9iTjo o \\\\ \\ III\� \\\\�\\\\\ \ � DATE 1118/2021 0 DRAWN BY C. GAYNER / / /' \ / ' \\\ \ \\ \\\ \ \ \ \ \\ \ \ • DESIGNED BY / / \ — — \ \ \\� • C. GAYNER \ \ • CHECKED BY / / / � \ � \ NAD 83 / ' / \ • B. CICHOCKI ' i • SCALE �d SCALE 1 "=20' • 0 20' 40' MEMEMEM / • O 1 Vl U) 1■` U J_ LL o O / 0 W � � LU w U r-I aLL Q LU O L0 Q O V J C) O O 2 O 5 U) JOB NO. 0 47036 0 50 SHEET NO. PROFILE SCALE C8.8 L ® � - ?..�� ►�11�11 III �� .b � �. 1 .�• �IIII III — �, � ��,,. 7 �� i 1 � 1 �` ►�� Irlll III .�► � �o� IrAm Ilmo owl ---------------- MEN -aid I gc�;,- _ \r WA -��. �►i ,� _5OUNDATION FIVIN •AF-To- RM SEWEFtAll or k��D - MIN 475 47..i HEIG T OF OBJECT = 3.6 SDL - 100' 470 470 i HEIGHT OF YE = 3.5' OF � / [HEIGHT OBJECT 3.5' 465 465 DL - 100' / 460 — 460 GRADE PROPOSED 455 GRADE 455 450 450 � OJ M Cp V V R R 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SIGHT DISTANCE PROFILE - FLORA VIEW DRIVE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 SCALE 1"=20' 0 20' 40' 5 o 1 0 50 PROFILE SCALE / Bryan D. Cichocki Lie. No. 53741 alto SSIONAL O / ME N � / N C i / > E i v E Q LL o 3 p LL aL-Ui V 0M0 Z - in O d LA (7 ry V ti W vM � o V) (n oa Q i c ry Z = U Q L9 o ry > 0 0 0 w M of U U U 00 000 aaad -W 000 _ M: g p Noon -O Q 0 \\\N J rZrn.4 J ZO 1-47 (n DATE > 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 06 01 ' 1 Y / /.� V! 1■` U J_ LL O ; 0 LU W � � w U 1� Q Q LL LU O L0 O V J C) O O I O JOB NO. 47036 SHEET NO. Ci8.9 L `�i•��I SIM WA FAI• r,• • j �� - - - �7 • .�. ♦�♦ •' i_�-�- •-r-•1''� ' "tom T �! Lim vi_Mr's _MISS 0 ON fi��.1•- _ice -�--`�w7,-,��.� gl��l- •�- v�� -- -� ' !�`�� - _ ��►. � '�� ` rilm`JV_m■■I L��,�% 7/li'/��1-��\I�I�VV.II�--Ir�I1�._iiQ�� a All �_ ,�e� a: 1 MIN�_%I_�� - w-am., EM �� p-M-01, - E■IA■■■II Mr��l�r�,: �l�.o ��iI►. i�1SAM j 1! 0 21 +/ / I / W 1 / / / / I / , / / / I / Q / /> / / 2 LU 1 tLTy Q � 01 0 \ \ I 1 I I \ I I I I \ g3 SCALE 1 "=20' 0 20' 40' AR5 AR5 EXIST114G GRAD 480 480 OBJECT = 3.5' HEIGHT OF EYE = 3.5' EIGHT OF OBJECT = 3.1 i, 475 475 SDL - 100' i 77—PRCPOSED 470 470 � GIRA DE 465 465 460 460 R R R V R 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE PROFILE - RENEWAL ROAD #1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 o 1 0 50 PROFILE SCALE Bryan D. Cichocki Lie. No. 53741 /Z1to% M E O O � N � N C > E v E w LU Q LL o 3 p LL -i V oMo — in Z O rn � ry V C7 W vM ti 3 0 x fn LU i ry =v¢� Z i N > w U U U M m 00 000 O d 0 F ~ N w O O w F N rj to 04 Q \^�N z O DATE 0 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' O Vl U) 1■` U J_ o� O / V W � � w LU U m r-I aLL Q LU O L0 V / O V J C) O O 2 O U) JOB NO. 47036 SHEET NO. C8.10 L In I PAW \ ' �� . , � .. w�.ro�r..�►a.� .ae000.�►1._a oar,.. �� %%� , �A �iii■■■■�' �I'llv,►Ti' illl■ mash"MEE multi I�Qi hj', '��► Bryan D. Cichocki Lie. No. 53741 IV 54 E i / M � .�� 11111 III , � ., �■� �� ,,a �l■■s. �IIII III■ - i' _ ''�� _ II'►� Ills 1II FPA qoil � D INS, FF +, �� \ ► �►�/i1�F� Ai Ire— IC ��—�_==`_/j�=`�r�Qj��1�!MINIMUM=— C�'iAll�c / ►'�r '�i/~ ��sr � —`� �� 'l•��,— ■�— —_` !^— '_�7,_— !�1 \�� —��.��... oO•�1'6- it �`� ` ��®�� 4An LMM, f—HEIGHT OF OBJECT = 3.5' 485 485 / J HEIGHT OF EYE = 3.5'—\ / / / 480 480 EIGHT OF OBJECT = .5' / 475 i 475 / PROPOS D SDL-100' GRADE 470 / 470 EXISTING GRkDE 465 465 460 460 h h h h H N R R V V V 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE PROFILE - RENEWAL ROAD #2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 > E E / i H W tail 3 �vw3 Q LL o 3 / p LL w o m _j V oMo Z -mj— n O rn V ZF ah+V ti 3oV�)x u Un LU o =v¢� i N > LU w M U U U 00 I 000 I wwQ. P Q. �• 0 5www 0°°° I I ti• ti N F I 0 y• ry w Q p I w F ry Q r I < ^�� 4 Z / o DATE (n 0 1118/2021 0 DRAWN BY / C. GAYNER DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 3 • 1"=20' • SCALE 1"=20' 0 20' 40' 01 ' 1 0 TT� V) 1■` U J O_ LoL ' / 0 W � � LU w U 1� QLL Q LU O L0 O C) O O 2 O 5 U) JOB NO. 0 47036 0 50 PROFILE SCALE SHEET NO. C8.II L cl)// A/ 70• / / / — — — — — — — — — — — — _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ 1/ I , /� Bran D. Cic110C1d 'Za v /// ~ I I/ \I 11 a \\\ \ I / // '///r i'/ / / / 4) /•. / /------- \\\ \\ \ 23D / — \ lie. No. 53741 J I I22 / 1\ \ /// // / / --- \ \ \ \ \ ✓ / 0 /r _Ok L__}_— \ \ I / / ENEWALRCB ~ S NAL G L— — — — — — — — — J 1 / oo \ 1\ I\\ ri-- IE \\ \\ A8 \ \ \ I / // / / /• — �\ \ \ \ I I 11 \ I \/// Q o \ I I I y \ \ / , / i \ Q 1 1 \ I \ > E v \ / \ \ \ I \o I n -- E \�-' \ 1 I 1 1 I/ �'~vw3 �LL �^ m \ml \I \ /1 �, �, wo I / _ \ \ \ 2 / \ z W " Q ---- ' U)U>�m O WWW ��\ I\ I I I I / / / \ \\ a \ \\ I I I Ilh: I c"oo "'u o00 000"/ ""e / / • ��\ \\\ \ \ �\ \ \\ �\ \\ \\ \\ \ //I /'� i w� W UUU " ry > 0>0>0 � i""" ""o" oo° / / \ o w 2 2 2 0000 / \ \ \ I� I \ / I /I H > \I li I I / // I I� \ \ ' / / • 1k0 - - - O \\ \\ \ \ I � I/ � 9----_ 000 0 i cA w w w .Z�1 M 2 to cn v1 SWALLO�ITAIL LANE Fri — — — — r , y u I / �G S LHO AILLA E I ® / \\ \ \\ 4 \ \ \ \ \ s —I, �p W 3»> J `\ ` a\ \\ \\ \\\ \ \' / / / I I y� w \ \ \ \\ \\ �S, \ \ \ \ �,� \ \\ \ \ \�\I I I //j <m'n > W o ry cap F r \ 1� o04 n, --IJJ-- I I ' l l /l \ \ \ \ A \ \ N / I \ \ O —T \ \ \ \ I/ � D '�_ U 0 N IN ,�\ \ I \ \\ \ \\ \ \ \ \ 1� / yC Q tinO�i� \ •� I I I / / / — —don — -O \ \ \ \ \ I • l O _ _ \ 1 \ I / I z —don \ \ \ \ \ \ \ \ \ 1 / / O —r--don \ \ \\ \ \\ \\ M DATE 8 — lOn —cl I I I I / / / \ I I v / 1 — — \ \ \ \ 1 \ 1 O / �; { 111812021 —lon— — -� c� I I / \ a 8 1Q I / I \ \ ` \ \ \ \ 1 I 1 Z\/ ^/ , O til I I I 1 1 \ \ \ \ \ \ \ \ \ \ 1 1 1 DRAWN BY I I II II I I I I j /, \ ,\ �� \\\ /— z--\ \\\ \\ \\ \\ \ \ \\ 1 11 1 111 C.GAYNER 1 I / I IC II'` \ \ \/ /// \\ \ \ \ \\ \\ \ 1 1 1 II X ''i .�'6 � , ' I � � I \ \\ \ \ � \ \ \ \ \ 1 1 1 III I �I —L DESIGNED BY V I I I I I I \„I• / / \ \ _a . \p / � /' / I I \ \ \ \ \ \ \ \ II 1 1 f 1 • C. GAYNER // I I I I I I I I I , _ _ k — —� / / / \ \ \ \ \ 1 I I 1 \ ti9 • CHECKED BY 6 / / I I y I I I I / — — _ — — / , / , / / / \ \ \ \ \ \ 1 11 I \ �' • B. CICHOCKI \ — — c / / / / / / — \ \\ \ \ \ 1 1 I 1 L • • SCALE ' — — —— _ _\ — _— —� -- \\ I — / // // �' \ \ \ \ \ 1 I1 • 1"=20' ir 495 495 EIGH OF OBJEC = 3.5' 490 490 SDL - 100' \ EIGHT F EYE = 3.5' 485 \ 485 SD - 100' HEIGHT O / / OBJECT = 3.5 480 480 PROPOSE D 475 475 GRADE 470 1 470 465 465 L6 R R N R R R V 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SIGHT DISTANCE PROFILE - SWEETBAY STREET HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 SCALE 1 "=20' • D 20' 40' O 1 TT� V/ 1■` J U _ o� O 0 W � � LU w U r-I a Q LL W p ~ U/ Q p V J C) O O 2 O 5 U) JOB NO. 0 47036 0 50 SHEET NO. PROFILE SCALE C8.12 ---------------- / ° O O \ to ° ° 0 0l 0 , / / 1 \ \ / / / / �o p / / �0#0 0 0 WIAO BUFFER �o0 0 o l� o ° Q ° — — — _ p a EX24"HDPEAPFROX LOC. / / _ — 1 I op0°° '� / p O / \ / / ---- ' / /'——— — — — — —— / 1 o ° ° O ! o ° / / �\ �� ° o �p-6 00 _ -a' Oho\ ob / / o / o dpd/ \ / o°' — / Ol p o_ Y �� \ ,O 1 / 0 0 0 p o 2! -p' ' gN6 / / / _ _ ___ i _ �� /OT TA/•2 I ` - ' ' / o ° _ - ' ' , , _ - 0 UOytlW3d o 0 _ _ j j / / / — — — ' _ _ _ _ \ — — \WAOr96• /0 o'6l`p010�3�0 0 p O p0 _'' _ %dN�// / / i' '---'' _ \ \ // I /-- 0 p// -905tlN!•39'o 0 0 0 00 0 009VW // / �i / //—' _ \\\\\ \ 1 1 I I -- \\ --'! \�\� 1 \�T /-- ��\ o�tl653 , - ' MANAlvv GED , - ' /� \ / _ VDOT Sl6HT , - , - - - - _ _ _ _ ` - \ _ \ — ° 0 0 ° °' STEEP SLQPES` dN�/� / / / // 01VANCF - - - - - - - _ _ (TYPICA i/ / ♦/� EAS T _ / — \\ \' 10 - - -— - - - - __ ♦ \\ / �- — ' �Cq , �yo� ✓ 10+0+50 -� ��• Gp i 29 f i� i 1� ►♦ _►� �V�WIS ZIORL �� 445 445 EIGHT OF EYE = 3.5' 440 440 435 — — 435 EIGHI OF EYE = 3.5' / PROPOSED 430 / _ \ GRADE 430 425 425 EXISTING GRADE 420 420 415 415 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 VDOT SIGHT DISTANCE EASEMENT PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+50 15+00 SCALE 1 "=20' 0 20' 40' 5 Bryan D. Cichocki Lie. No. 53741 /Z/telu yfosk M E 0 o N � N C > E w o E Q LL o 3 p LL wo `mom O W L M Q�_j Voo J —u M 0Lu rvv U IT 3ox oa =LL ti = > N xv >� o 00 W M � H CL O oc 0 F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1 "=20' rl rl 06 O Y / U) U J LL o O / 0 W � � Lu w U m 1� Q W 0} ~ V / O C) O O 2 O U) JOB NO. 47036 SHEET NO. C8.13 L o 1 0 50 PROFILE SCALE \ \s \o GENERAL NOTES \\ \\� _ _ HATyrAP oF�� PRE -CONSTRUCTION CONSTRUCTION/INSTALLATION INSPECTIONS/GUARANTEE � - - `p�II C,IlQ CT --- CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE \ _ _ I - - - - _ _ _ - 0. 14 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL \ \ i - - - y, 10/13/21(� LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS. CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK' PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE BE VERIFIED PRIOR TO BIDDING. THE DESIGNATION OF BOTANICAL AND COMMON NAME. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS \ / PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS / VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY \ o E INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND INTERFERE WITH SIGHT DISTANCES. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND \ I 0) REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE CONTRACTOR. \ 1 \ > E PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR \ w ° E TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHICH AFFECTS THE GUARANTEE. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT \ \ 3 PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE 1 ¢ LL 3 AND CONTRACT SPECIFICATIONS. CERTIFICATE OF OCCUPANCY. I I I o U. SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. I W AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED I w w U ui O s 5: PER TEST RESULTS TO ENSURE PLANT HEALTH. I o (Ary ry a (.7 W 1--1 Z N -t u I �o x¢ I In I � w I I I _- of �� titi ii -I - - - - - -- � v v v v ` v v v I oM Lu 00 EXISTING TREE LINE TO REMAIN AS TRAIL BUFFER 0 ' �_-aaa AND COUNT TOWARDS TREE CANOPY CALC. - / ' ' / / / I O L D L Y N C H B U R G R O A D / > > / / / / I f I l 1 \ \ / _ I -I_____ I -I________I _ _ 17 — -r- / I 1 1____1____-_____________________________________-____r_____T_____�__________ _ \ ism ii: =: =: _: _:� \ �� ,sL��,r«�� •�s�-�rr��NNI �� i.... �� ' �f�%,1... I�.��I��...I.NII �>:-�- ��V.�� irr�--�--� -- mw I 1 D�O\____ y ti v / / L -r / - / / �IIT J 1 \ 1 I fi I0.02'q�� I I 1 II 1 ___ !s- a ww rV _ / / \---------1----}-----------------� ---I --- \ '"r° 1 \ �'\ O O O \ I , / ' / 1 / I \ \ 1 r_________t____T____fi___ t_____ __ ____k___1____L___________ \_____1\ \\ \I \ \ w wrN A / _ / _ \ II \ \ \ \ \ 1 I \ \_-_ _ 1 _______ _________j___ \ ______ _ _ a ry ' L 1.1 ° ` \ ' / / - - L 1 2 PLAYGROUND -ALLREC, SEE SH \ \ _ fi- -- \ - - _ \�\ WITH A MULCH \ \ \ \ \ ~ \ \ \ \ \ \ \ \ \ ■ \ \ \ \ \ \ \ \ \ \ \ \ U N ti N - - T. L2.1, W MU H a - ' ---- \ - \ \ y - -- - - -< ¢ \ \ / 9 1,0 �i UGP _ = - - \ �------}- r t----c-------c \ - \- ' L Ep- - l \ \ \ \ \ o \ \ T \ 59 SF OF r i 'M 30' (MIN.) - / -BASE, OR AN APPROVED EQUIVALENT \ T - - - - y - \� \ \ \ _ - \ \ \ --- - - - z / ' f I AMENITY SPACE iG ''" TRAIL BUFFER _ 2,112 SF VI rr� _ = - - —d/�T - - _ -f \ t \ \ cn DATE / I -� � fJHP/-�/ � OH - ' - l � - _ � - � � � - \ I�P� - - — — _ ~'(J� - - _ \ 1 - \ I /�O� \ � __ -..--- — - - - _ _ _ _ _ - _ - __ _ _ - - v � 111812021 -0t1P� / :: �- - _ -• ' - - - 30' (MIN.) TRAILBUFFER ° f- ' ' O / M. RACHNER , o � / / / ♦ + � � � _ _ - - Z m $F OF �� tij � � / � � ' � � � � ' ' - _ _ _ - - / ' DESIGNED BY �cn P LOTI3 G /NES / / ' , / o ° o o r / /�/ /x ` AMENITY / / '° ° A FLORA VIEW DRIVE I / tP 6� M. RACHNER In RECREATIONAL r , - - -''I MANAGED° 0 0, 0 STEEP $LORE$ Z of o ' j / / - T I (TYPICAA�J 9 6 / 30 (MIN.) / 1 O_. 0 - i - _ _ - - / I o / 1 o � '8 H Q, o/ / // / i ��.�� N I l l / /� / , / / OH �� /0 0 �/ TRAIL BUFFER _ - - - - - - - - �C� _ e / 1 / HANCO ' / ' / • F. CK \ O - I I l / I i/ - SCALE o o%' o ��i %�/ _ ICAO �� / PARKING - 8 �N �0' - - - 6TH - 20' / m 6 TH - 20' / - _ _ __ m 1 "=50' ° ' / ° ' / �� - P� kc, J SWEETBAY STREET - p� - _ C o / Ap°/' / O _ _ LOT1`� 8'�1f _ - _ 1 I 5TH-22' / / / o / / - ��- C�-0 _ -g - - ��_� I I 4 l� I 0) / / _� / SF I I I ° 1� 1� 0 / // 20 8 - _• I 0 1 / / p IN/441 2�C0 LOT 2 1 1 / v 0 I ' '\ r02�2� � r Ali o ,' /� //,' 'CO�gI ;� VA� I— �7TH-22' — /o/ / / o / / 'O / / /. •, - j J FROi Jam/ / �� ``♦ i I I I _ ,� \ �'a'' - ' \ - ° y 0 _ \ 1 h I \ I OCL �OO/ /— o � / ° f— v N ?2 v i, �I-m1m'-g -zm J i - //-� ,�� -I I o - OTI V A v PARKING / v I - - / Z > v v v LOT1 vA V - _ i �Z ' / S �- i / O,y ° ° \ ° 1 - I + 7 TH - 22' \ \ - U \ \ \ 1 v i a `)� LuLU ^ X NIA \ ° o o.. �\-_______. -_� o / o C \\ -- LU < e / / -- �, �� I� fl v _ Q C �, -----� cc /, _ --- / ss>�s� >�s>tsss s s �ssl� s�s�ss s-------s—s�ss�sss>� _ / _ _ - - - - I' � — ° L/ J - - - 1 I I II I ILL BEEC/,/- \ _ Q -- � _. -- �y -- j\v__ �.-' r\ice\I I d y\(- I I , ll� yy L --- I -- / i C \ \ \ �\' I---I�\\ \ �---__-f __-- — /�__- ��❑ - � \ � J Z/ / \ \ Lu w 0 Q c--- - /' - ----- // ' / / �//G I / / I l� �� / I v v -- _ _/ �v \v -/ �I Lu GP UGTIi— _GP UG U6.T ` _ Lu — — — — \ I A —1- z - OAK iI�--7\\ - a - - SWCAMORE SAN _ ? - 1-U�p 9AN�� I --- - __ UG - I UGP�� ® l - _ -- _ v / I� A\��Vv\ - - - - - �,Gr v � �,�v v vv r- --- If UGT-�/ ,y� f " �z, �v ' v\\ \ �� UG—UGP--� —UC'%— 1 /n u�i �� J AI /'�/ I � �� \ C NOTE: LANDSCAPING PLANTS AND TREES ADJACENT TO AND WITHIN THE — o SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO JOB NO. 3 PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. IG APO$ 47 v �� /' /' 4 �v �� _ - - - - - - - - - - - -LANDSCAPE DESIGN FOR OPEN SPACES/AMENITY SPACES WILL BE 036 - - - - - - J - o PROVIDED BY WATERSTREET STUDIO. SCALE 1" 50' SHEET NO. L BE THE ALLREC SYNERGY SY-3013 WITH A EQUIVALENT. G? 0 50' 100' L1.0 / 1 MULCH ASE, OR AN APPROVEDN 0 a N 0 m L - -- PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM CAR AME CARPINUS CAROLINIANA LIQ CHE LIQUIDAMBAR STYRACIFLUA'WARD' TM NYS WIL NYSSA SYLVATICA'WILDFIRE' PLA OCC PLATANUS OCCIDENTALIS PLA BLO PLATANUS X ACERIFOLIA'BLOODGOOD' QUE PHE QUERCUS PHELLOS EVERGREEN TREES BOTANICAL NAME ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGIN IANA FLOWERING TREES BOTANICAL NAME AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' CER CAN CERCIS CANADENSIS COR PRI CORNUS FLORIDA'CHEROKEE PRINCESS' CRA HAW CRATAEGUS CRUS-GALLI 'CRUZAM' TM MAG ALE MAGNOLIA SOULANGEANA'ALEXANDRINA' PRU ALIT PRUNUS SUBHIRTELLA'AUTUMNALIS' SHRUBS BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS ARID ABR ARONIA ARBUTIFOLIA'BRILLIANTISSI MA' 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' EXISTING TREE KEY -- EP y / EXISTING TREE LINE TO REMAIN ' 30' (MIN.) / TRAIL BUFFER 4,906 SF EXISTING -, - -- -- — -- - \ AS TRAIL BUFFER AND COUNT ■ TRAIL BUFFER -- -- -- -- -- E ■ E: IFFER \ TREE CANOPY CALC. ■I/ _ — — 1 — 1 - z z \ / - TOWARDS T / I 00 x , OHP O - -- - -- - --- -` � OHP— (3) JUN EAS- I / .1 OHP— OHP \)Q' — i (4) BET CIM / G / (3) AME GRA r I V A _�_- f-----7=_ - (3) JUN EAS \ r .�1 / � ' •� - - a--- / (15)ITESPR (720) LIR BIG r' / / (2) MAG ALE \gs / r X/x (2) COR PRI�23 ARO ABR ' / /,� / , ' ♦ K / v °' 0.? �3� d� A 3� b h� �8) VIB MUF 9 (246) LIR BIG,,. 0000°oA V r / // / // / / (14) AME CAN o \ (1) ACE OGL o I / / /� / / / /' ' -(66) LIR BIG oo / (4) COR PRh \ \ \ _ ■ / ' r�/ / / / / / �� • —.V -- -- 8TH-20' --r �— — 30' (MIN.) / / / /' / / �� • • °e 1,059 SF OF 0000°oo o //A� v ■ TRAIL BUFFER / / / / / / / / / / °g,:.. AMENITY e b �� ■ o/ /a�0 / / / / / / •' • / / oo o�g�00000 SPACE • " .� ■ OT SIGHT / / / / / �/ � / - ' ■ DISTAN EASEMENT / / ` /, \ / / / / '� / i * o°°°° \ �� \ �` �� / ■ (10) ILE AME / / / / / ♦ _ T / (DACE QGL/ ' / • v / // �' r/ /� PARKING LQTI // �� w�� / ■ SCE 00 � / o/o D.U�AL FR�ONi T o - - / / / d5 b o o / TOWN HOMES (8 '' r • ♦C��ON�\�� / I / I ICTAERSOAPMGR / / S_AN ° o UNITS) o (4) ARID ABRCE4o 73 LIR BIG o o /j(4) FOT o o /o (4) FOT GAR �o o o 0 c- 04 ° // 1 l - - — PARKING LOT I / CGF� //� 1' / v �y�� `A��■ \ �o / /VO / A / / / 1 // / • A 'C� /� I I ��A��A�. P V / o / r/ o o o / o' o o I / • - - \ o r / of / / / 1 / / / j _ \ \ - _ \ �/o v / o r r DOo'r / / / v / �/ r / / / R \ /.'' p50 I ■ \ I/ r r r / / • / / r I I _ _ _ _ / o r' oP r o o r (2) PRU AUT / ° or/ ---� . /.: / • • / / �7TH-22' / % ° oO/ O' o °°o 0 =l ■ � Au� / DUAL FRONT / / /' ��; o 0 0 / ' o r / / / / �' / r TOWN HOMES (8 / / / dg PARKING a / // o0 UNITS) rr (2) QPHEo mill o o v a/ roo ooF// vv I/I 1 1 �/ I I I I I I I I o or I I I I I I l ■ / r r - - 1 `. 4 I I I I l ■ 07 I � 4k / °/ � /aya / / / / � v / r�, / / r; / , r , / / �d5 / v I / �v I � I I I I o�� /i/rr �� L" �a °/ °/ O °/ o o (l131C)BRILAEET HrACAMIWME o o/o /o r r /r r r r // / r F L...•/ / /tJ,/ / / / / r r r / /r / _ q 0 0 3 / o / � ) >\ I I PARKING LOT 1 0 -V / n' / // /r/ % / / / , / / ' T �v V ■ / o o / ,aS' / 4f /o o / /& // ✓ // / /// .r/ / r r / / / // r /v ��` _ - - - _ - - T / A V A AV A A 1 1 ■ 00 O / I // // / �rj � v / 00 / / / b h ' / / v / 45 « iv ■ ° / o ado / ! / / / (1) QUE PHE/ P� �� - f - \ / W - - -W - ■ go a\� m ° o o PARKING u / O o / 9 \ o 8 o o A(11) ILE GLA o / 00 R / / i �0,0� / P9 °/ // I' - - - - o d' i ) ® d / r 5TH-22' i o / b \ •a .. / 454� �A ° o/ / I A O - — of I A V A A % V A V 1 %' I A� —/ X\l / \ / /� A �<1 o n / ° o 0 o 3 / - _ \ ■\ SCALE 1"=20' r 0 20' 40' 14 �"'� W.1pC,I�1III 10/13/21 m E 0 0)O N � C > E w E jY �viv3 ¢ LL 3 � LL O w o m ti a j U W J — uj 00, a . U Lu N V 'x 2 N = U > Lq H ¢ c rn a000 -i N a a koH- 0 0 x C7 0 2 w w x U z O U) 0 z O a u c.I Lu Lu 0 ti ti C) Lu LLJ Lu � U) Lu UU m UU 2 a a (f) IUD CL a ti ti O O Lu DATE 111812021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=20' V � i U O ' z zQ� Lu ' W J a a U O w U) [D J < �z LL]OQ } _J z J Lu 0 0Lu W LL 0 Q O O I O V / JOB NO. 47036 SHEET NO. L1.1 0 c 5 a Vl 0 L — ' NOTE: '■ / / ' -TREES PLANTED OVER THE WATER RETENTION SYSTEM WILL NOT HAVE PLTH 0 K ■ K / EXISTING TREE LINE TO REMAIN AS TRAIL BUFFER TAP ROOTS AND WILL HAVE ADEQUATE SOIL DEPTH WHERE PLANTED. F !� ns n _ _ _ _ i _ AND COUNT TOWARDS TREE CANOPY CALL. / OLD LYNCHBURG ROAD �Cl� W. HA m ■ m (2) PRU ALIT - > L - - -- - - - - - - v ` v Og3 o. 14 (fti 1 /1 /21 U (3) JUN EAS - _� - NP 0 3G ■ / 1 ACE OGL - _�4 - v v - -v- - - - - - - - - - - - - v v v ` v SCALE 1 "=20' SSA 1 O _ �- -- ��- P � ' — — — \ - -- — — ---- O p _ PLAYGROUND - ALLREC, SEE SHT. L2.1, / / ' / ' i 7 30' (MIN.) `--UGP --- , - (4) AME GRA _ _ - - - - ' - " " HT (6) ILE WIN - - OHTI �-pHT _ _ ` pH / / - p (14) JUN EAS- TRAIL BUFFER - ' - - - _ WITH A MULCH BASE, OR AN APPROVED EQUIVALENT — - O F - q(5) PLA OCC_ - ' _ -pHP� _ - _ - ' (6) COR PRI -(2) AME GRAT — 9 T- - ^�T - - - v ' 2,112 SF / (5) PRU AUT ' - _ ' - OHp - _..,� - - / / / - - (8) NYS WIL- - (3) AME GRA AUT - OH'— - - - _ 0 Lu Lu Lu (3) MAG ALE-"_ - - -- - - (59) HYP CAL -_ Lu w0 mti W L ♦ __ 446 _-_- / / / 45 0000 � 00060° °oo oo°°p / e°°000 / / ■ - - Qa _j U W z O4 MAG ALE _ - t ' , > w - u O _ - �,_- / / 46 °�-- 'o ° ° / / 4 ,-- / ■ sworn P (13) FOT GAR - - - -4a9 - --- - /' � ° °° o m N a -- - - - 4 0° o / / 64 / - - � / 46ro F (2) CER CAN _ _ , - - (5) FOT GAR / PARKING LOT 3 / ■ / / ' / ' ■ �s ■ 30'X VUi Lu - �:•k; (15) ITE SPR i (15) ITE SPR / / / ' / / / / / ■ x ry Z 2 2 ., :.. •�.� �;�'':.�)=.:'ti' (3) CER CAN (206) LIR BIG / / ' ■ c rn " O O `''�".�..',`,.�;�' 6,779 SF OF / > , / ' hM / (19) CLE CAL, / (2) CER CAN / / ■ ^ v w U U :. V. . '.'',.. jai ' ' / / RECREATIONALFOT GAR / 1 ACE OGL FLORA VIEW DRIVE / (4) CRA HAW b O / o a - - - - ♦ : °,,, AMENITY SPACE ) C C �zzW , /' ' (38 IR ' ' /' (1) PRU ALIT ' I ■ o w 2 2 R G , „� / / (3 r W LA ■ Y / / C4 ■ N _ _ - zmr) PLAYGROU D TURF / / / I (7) LIQ CHE ■ - r s - / _ _- ■ � 2vI� v/ R ti ti / 112 SF _ / / T - / / ■ _ / ' ■ / / I / a a ■ _ _I - - , . r .. `', TURF :,.•.. / - - - , a �� / / /' / ■ � I ti ti ■ A __ I I / � / /� ' / ' ' i Avow EM ��— I lU' I / l.�Q // ■ / ,� ' / I / ■ ' ■ U N VA _ _ / boo l I / I l / I I ' / I / ' ■ O ■— _ _ v/ / I I I I I ■ / D. / / I A ■ / ■ / 1 / i_n DATE ■ OPEN (2) AME GRA ■ PARKING LOT 2 - - - SPACE ' ' o - ° _ - v v / I M / / ■ 0 1/18/2021 34 F / z / /' n / _ �— — b — / / p� / I I I 4 I S / ■ I ' / Z m . ' ' / ■ > DRAWN BY N z•m s - _- bO STH-20' / 4 I 6TH-20' �/ 2 /' 6TH-20' / ■ m�m ------ - - - -__ �� -- ----- I �^ I ■ M.R4CHNER CD _ _ — _ _ _ — (7I I I ■ b� qN _ — _ b — — — I D II I III 5 TH - 22' ■ ' I / / / / DESIGNED BY _ — _ — — — _ - _ _ — _ / I I I I I / ' / ' / ' I ■ � - I I I ■ � Z -oc, - - ^ b I / NI — 2 - I CHECKED BY ( )QUE PHE b`O ` � _ -_ __ _ � � I I I /' ' , / I � R.QCHNER I I I I � II / / ■ � I I I I I / / ' I, ■ Q � � Q / ■ vAv■ (1) BETRC MN _ (6) PLA BLO b ti �/ R , I / b1 ■ F. HANCOCK v v PARKING LOT 2 O .� �� - �� TURF / \ / , A\ V / I ■ ' ■ I SCALE ■v v �q/v �� / v v I z a ` v v v ■ v - -----tom v A v v Iz �� ■ I ■' , `I �'& vv ; , �, v �, X>;---- s� v, — �, 46 II I I I v v � v v I � I � I� ■ I ■ v ■ � 4 \ ■� _` —' / / 1 � V v v ` VA — — nr _ �� l TURF \ b � r � Q1 ■ ■ , - _ - - _ - - 1 \ \ \ \\ \ \ 3 BET CIM ' 6 \ • TURF I fi V J O (2) QUE PHE � ■ \\ // \ ohm , (18) CLE CALA z m v �� ■ ---- _ o SAS ^ N- O■�� ■/ ' / • - _ - _ - - _ _ - _ _ _ - ' / ' ` \ ' SWEETBAY STREET � (4) CRA HAW I a t) ■ton \ � �, \ z m ' - - - - - : - (2) ACE OGL ®/ _i -� v vp 3 MAG ALE v n (2) AC OGL � v ._ - - z � p v g0 (2) PRU AUT I = _ - _ i \ \ \ \ '; , , - 90 LIR BIG 8„ p I A (2) QUE PHE' (2) QUE PHE a \ - m m - m - _ - - 7 TH - 22' \ ` \ •' / (89) LIR BIG z Z b"W 8 \ \ (1) PRU ALIT 0 _ ■ _ - _ - _ r / ■ \ „W (3) COR PRI p ■ � _ y p o � v o \ \ 463 ■OJ ■ , \ °o 000. O 3�- - Q a `■ \ \ / / ; 4s I -- —— - - -- D6 o a > ■ ' ( - -- -�-- _ A v z ■ _ ■ v v A / 6TH - 22 E GRA U �- - J -- - ---- - - \ - 7TH-22' o •0.$00 (1)IL WN w U) _ \ O z \V / v \ w v - v Q ■ e ■ O ■V 11 ■ Em EXISTING STREET TREES _--- IF Iff f IF 1 • • • 6 • - i W------ 1, V / O ( () I/ / EXISTING TREE KEY / / / / JOB NO. NOTE ■ 470.36 / TRAIL BUFFER 4,906 SF ' ■ ' -THE PLAYGROUND SHALL BE THE ALLREC SYNERGY SY-3013 WITH A / / J / ■ SHEET NO. \ MULCH BASE, OR AN APPROVED EQUIVALENT. /' ' / / /' ' ■ LI.Z PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM CAR AME ----------------- CARPINUS CAROLINIANA LIQ CHE LIQUIDAMBAR STYRACIFLUA'WARD' TM NYS WIL NYSSA SYLVATICA'WILDFIRE' PLA OCC PLATANUS OCCIDENTALIS PLA BLO PLATANUS X ACERIFOLIA'BLOODGOOD' QUE PHE QUERCUS PHELLOS EVERGREEN TREES BOTANICAL NAME ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME C- AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' CER CAN CERCIS CANADENSIS COR PRI CORNUS FLORIDA'CHEROKEE PRINCESS' CRA HAW CRATAEGUS CRUS-GALLI 'CRUZAM' TM MAG ALE MAGNOLIA SOULANGEANA'ALEXANDRINA' PRU AUT PRUNUS SUBHIRTELLA'AUTUMNALIS' SHRUBS BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS AROABR ARONIAARBUTIFOLIA'BRILLIANTISSIMN 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' 0 c 5 a N O L 3 INSTALL SHRUBS SO THAT TPA TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 'I; ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP X3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE NOTE: STAKE EVERGREENS U OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE MIN BELOW SURFACE. T STAKE SHALL BE DRIVEN A MIN 18" OUT I} FROM TRUNK AND OUTSIDE OF ROOTBALL STAKE IF FIELD GROWN CUTAWAY ALL HEIGHT VARIES BALLING ROPES. REMOVE BURLAP OR WITH PLANTS WIRE BASKET FROM TOP %3 BALL. IF CONTAINER GROWN, REMOVE Tjt CONTAINER AND CUT CIRCLING ROOTS 12" MIN. 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6"SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 611 'G WGpy A MR /j. ., . ��t2r • - • - • .• • I •, �II • • • • � ��III��I I n�1��lyl�rP® •• • DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ACE OGL 9 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2" CAL. B&B 425SF BET CIM 11 BETULA NIGRA'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 2" CAL., 10' HT. B&B 431SF CAR AME 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2" CAL. B&B 206SF LIQ CHE 7 LIQUIDAMBAR STYRACIFLUA'WARD' TM CHEROKEE SWEET GUM 2" CAL. B&B 250 SF NYS WIL 8 NYSSA SYLVATICA'WILDFIRE' WILDFIRE TUPELO 2" CAL. B&B 137SF PLA OCC 15 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2" CAL. IB&B 1308SF PLA BLO 11 PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 2" CAL. B&B 395SF QUE PHE 12 QUERCUS PHELLOS WILLOW OAK 2" CAL. IB&B 395SF =40,735SF EVERGREEN TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ILE AME 21 ILEX OPACA AMERICAN HOLLY 1.5" CAL. B&B 56SF JUN EAS 23 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. B&B 132SF =1,912SF FLOWERING TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY AME GRA 15 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 6'-7' HT. B&B 130SF CER CAN 12 CERCIS CANADENSIS EASTERN REDBUD 6'-7' HT. B&B 124SF COR PRI 15 CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 7'-8' HT. B&B 124SF CRA HAW 11 CRATAEGUS CRUS-GALLI 'CRUZAM' TM CRUSADER COCKSPUR HAWTHORN 6'-7' HT. B&B 184SF MAG ALE 14 MAGNOLIA X SOULANGEANA'ALEXANDRINA' SAUCER MAGNOLIA 6'-7' HT. B&B 145SF PRU AUT 16 PRUNUS SUBHIRTELLA'AUTUMNALIS' AUTUMN FLOWERING CHERRY 6'-7' HT. B&B 77SF =10,584SF 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 CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT HYP CAL 59 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER LIR BIG 1,528 LIRIOPE MUSCARI'BIG BLUE' BIG BLUE LILYTURF 1 GAL. CONTAINER County of .Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I. The followine items shall be shown on the plan: ® Trees to he saved: ® Limits ofclearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® I leavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely alltct trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to he retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a vee wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneline: ® When trenching is required within the limits of clearing, it shall he done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page I of 1 =53,231 SF 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 53,231 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) = 59,364 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 AND4 230LF (230/100)' 4 = 9.2 TREES AND 10 TREES AND 50 CONNECTION # 1 MEDIUM SHRUBS PER MEDIUM SHRUBS MEDIUM SHRUBS 10 FLOWERING 10 FLOWERING PEDESTRIAN 4 FLOWERING TREES AND 4 234LF (234/100) * 4 = 9.4 TREES AND 10 TREES AND 13 CONNECTION # 2 MEDIUM SHRUBS PER 100LF MEDIUM SHRUBS MEDIUM SHRUBS PEDESTRIAN 4 FLOWERING TREES AND 4 13 FLOWERING 13 FLOWERING 312LF (312/100) * 4 = 12.5 TREES AND 13 TREES AND 37 CONNECTION # 3 MEDIUM SHRUBS PER 100LF MEDIUM SHRUBS MEDIUM SHRUBS 12 FLOWERING 12 FLOWERING PEDESTRIAN 4 FLOWERING TREES AND 4 29OLF (290/100)4 = 11.6 TREES AND 12 TREES AND 12 CONNECTION # 4 MEDIUM SHRUBS PER 10OLF MEDIUM SHRUBS MEDIUM SHRUBS :W. III Wo. 14 10/13/21 ^� E 0 o N � N ¢ o > E W a E w w 3 ¢ LL 3 p LL 0 wo `mom rY pt LM ¢�_j Uoo W J —N rn d Lu N (7 1- Q M� 3: o X 9R LL to _ N Fv> _Lr; 8 O1 N E M a� W J CDH vi rr M O X c� 0 1-- 0 W w_ U z O 0 0 F 0 DATE 111812021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A 1--1 a) V / U O J �o Uj Q W Z tY Q U) JO < O LLOZ > LU W ID Q U) LU I..L z Q O O 2 ,O V / JOB NO. 47036 SHEET NO. L2.0 L 48" ROCK N' ROLL SLIDE ��p1LTH 0 2 NK W. K`� III v W6.14H 10/13/21 'C�7� A PE M E O O U N vi N O Q O > E W N E LU Q LL O 3 af W 0 y Q j U m z wJ—.1 O N d > O N 7 Z H y U H U =~ =U°X LO U)3.5" ARCH SWING Q �-zh �.z2BIocks 9-11 Tot Lot > O ' LO ASTM Use Zones for EquipmentLU � M U U O QO . 3.5 vw "Arch Swing Frame (swing) 32' x 24' O . 48" Rock n' Roll Slide (slide)16' x 24' W W N N N ~ "-ate~ �.. g t -- U 0 N ti N . Novo Hylo Climb (climber) 12.25'x 18.5' =t DATE r� -.,, .��- . .. _ <.�:_ • .. __... R ... _ .:.._ ..� ��;�;::: �_.=ter.= ._ : _ .. �. - :r�::,2 21 . Ant Hill (climber) 15'x 20' ANT HILL CLIMBER o iDRAWN BY + DRAWN BY s ,. - V s ' M. RACHNER 6' Carousel (whirl) 18'diameter . � y � :� • DESIGNED BY �^ _ • M. RACHNER 6' Bench • '-" > ,j' �� • CHECKED BY K �. �r `Y f • F. HANCOCK a^ } 1 �''�., � ` • • SCALE 'F_s • N/A i • .meter T 6'CAROUSEL U O J Total Area: 44' x 48' J z W > Q �LUw Omo J LL =) o p NOVO HYLO CLIMBER ; 0� NOTES: • i s !I �'3l' v�; �,:� -, z # W o > 1. EQUIPMENT SHOWN IS FROM ALL RECREATION. EQUIVALENT EQUIPMENT CAN BE SUBMITTED FOR Q U J APPROVAL UPON REQUEST. UJ 30 r� ;!er.tQl1'�i -:a. ;:� �✓£ of - Ael CVQ:'f IOB NO. 47036 SHEET NO. 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Arrangement [MANOFAC] Description - ^I 11�( JJ 1 3 V3 1.000 21003 SINGLE O.S. ARCHITECTORAI. LIGHTING VLL-PLED-III-W-BOLED-70UnA-WYi Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Miv Parking Lot Illuminance Fc 2.21 4.5 0.8 2.76 5.63 + + + + + + + + + + + + + 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 40UG-2 Southlake Blvd. + 0.0 + + 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0. + 0.0 + 0.0 + 0.0 + .0 + O O + 0.0 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 THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, MARS PANNELL, LIP. n� 0. O 0. O 0. o 0. O 0. O 0. O 0. O 0. O 0. O 0. O 0. O 0- 0. 0 + 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN AO 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 + O O + O O + O O + O O + O O + O O + O O + O + O O + O O + O O + O OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND 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 SIGNIFICANTLYRE AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0 + 0.0 + 0.0 + 0.0 + 0.0 MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE 0 30' 60' • PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LOMINAIRE + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0. 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 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0. + 0.0 + 0.0 + 0.0 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE 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 F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=30' 06 0 1 \I i U z 0;a w J U a w m rl a W LL W ° z p 0 O = U 2 a 0 0 0 2 (0 V JOB NO. 47036 SHEET NO. E1.0 L Date: Jun 28, 2021 PActs Transmittal LUGIHTING VIRGINIA Lighting Virginia -Central AgRNE�y 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision Quote# LV - CENTRAL20-30857 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part V3 US Architectural VLL-PLED-III-W-80LED-700MA-NW-1- XX 25' POLE American Lite Pole RNS-25-40-1 1-AB-DM1 9 Page 1/1 ,°Ante lJob Name: IL- XVLPLED-III-W-80LED-700MA-NW-1g LIGHTING Southwood Subdivision X V3 VIRGINIA Architect: TIMMONS Notes: 4RNEW'y LV - CENTRAL20-30857 FF00009 Lighting Virginia - Central phone 379-7777 fax 804-379-7778 Paqe 1/1 SOLID STATE AREA LIGHTING VALULUME SERIES -PLED S P E C I F I C A T 1 O N S OPTICAL HOUSING Henry cast low capper aluminum (A356 alloy; <0.2% copper) assembly wlth InRgral cooling fins. I. Optical Palle)mOuntln9 surface is mil led flat (B dace varianae<z 003' over 12') to focilHom thermal transfer of heat to housing antl cooling Ms. Solid banler wall separates optical antl electrical compartments. Th. optical and elechlcal compartments are integrated ro create one assembly. Minimum wall thickness Is.188'. ELECTRICAL HOUSING./ INTEGRATED ARM Heavy cast low copper alum) num (A356 allay: <0.2% copper) assembly with integral cooling ribs emroundino the electrical comport fi at and a flat surface on e tap or in. arm toaccommodate a photocell receptacle. Said barrier wall separates optical and electrical compartments. The optcal compartment and electrical camparlment wNh the Infeg rated supporta nn wnbine ro creole me amembly Minimum wail thickness Is .188'. Corsi and hinged driver assembly cover Is Integrated with with, compadmentcoves, PLED' OPTICS Emitters (LED'a are aaayed on a metal core PCB panel with eocM1 em/tter located on a copper 1hermol transfer cad and enclosed by an LED retractor. LED critics towards the street side and functions as a house side shielding element. Rehactors are Motion molded H12 "OnZ Each LED refractor Is seale M the PCB over an era and all refractors are retoined an aluminum PROJECT NAME: FIXTURE TYPE: MIEMPmgW etup d Ponal�s In a luminaire. frame. AM one Ponel, oIra have the same optical tternLED refractors produce standard site/area distributions. Panels are field replaceable and fleld rotatableln W' Increment. LED DRIVERS) MIDI Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40'F/40'C. Drlyer(s) is/are UL and cuL recognized and mounted dliss against Me Elechical Housing to taciltiatethermal tranarer. helddownE universal clamps to facllh4e easy �e,YP� �sr ao.ro oa"�re removal. In line terminal blocks facilitate wiring belween the driver one optical arrays. Drivers accept (Input V 50/fiDs or 347V-480V sa (0 - r mi i. dimmable20-277V $W dimmoble driver Diver has a minimum Of 9KV �-VI osrontlara. irdemal surge protection. Luminolre supplied with 20KV sumo protecforforbeidamessible instal lallon.) LED EMITTERS HIgM1 output LED's are utilized with drive currents ranging from 360mA to 1050mA. 70CRI Minimum. LED's are awllable In arontlaid Neutral Whiro (4000K), or opfiche) Cool White (SODUK) or Warm White (300 o. Consult FactoryforothhI rLEDoptions. Electrrostatically applied TGIC Polyester Powder Coat on substrate pprepared with 20 PSI Power wash W 140'F. Four step media blast and iron for pM1osp�are pretreatment protecibn and paint adheslon.4ip F bake for maximum hardness and durability, uOue ��TM= {SSea 1019]la 17.S.ARCHITECTURAL U.S. Architectural Lighting "�'-,Y'��wa>� © poAMy Job Name: VLL-PLED-III-W-80LED-700MA-NW-1 LIGHTING Southwood Subdivision XX V3 AVIRGINIA Architect: TIMMONS Notes: <RNEl ,., n�urnn. inn VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL E S _ _ L70 GREATER STARTING SYSTEM MAX SQ K MKS THAN (HR) TEMP. WATTS VOLTSNPUT AMPS 40 LED 40 PLED Optical 51 5,585- 5,306- 5,306OpBral 5,864- 85,000+ 401 43 120 0.36 Module -3501 6,408 6,088 6,729 277 0.16 _ 347 0.12 40 LED 40 PLIED" Optical 111 7.656- 8.462- 85,001 -40°F 65 120 0.54 Module -525mA 9.246 8.784 9,7D9 277 0.23 347 0.19 40 LED 40 PLED -Optical 10,240- 9,728- 101 85,000+ -40•F 87 120 0.73 Module -7001 11,749 11,162 12,337 277 0.31 -- 347 0.25 40 lID 40 PLED"Optical 13.642- IZ960- 14,324- 85,000+ d0•F 128 120 1.07 Module -1D5OmA 15.652 14,870 16,435 277 0.46 347 0.37 8o LED 80 PLED"Optical 10,824- 10,283- 11,365- 85,000+ -40'F 86 120 0.72 Module -350mA 12,419 11,798 13,040 277 0.31 347 0.25 SO LED 80PLED'OpBcal 161 14,808- 16.366- 88,OODE AMF 130 120 1.06 Module -525MA 17,884 16.990 18,778 277 0.47 347 0.37 Bo LED 80 PLED'OpBoal 19,767- 181 20,755- 85,011304H -4D°F 174 120 BAB Module -7001 22,680 21,546 23,814 277 0.63 347 0.50 SO LED 80 PLIED" Optical 26,255- 24,942- 27,568- 85,000. .40•F 257 12D 2.14 Module -10501 30.124 28.618 31.630 277 0.93 347 0.74 NOTES: 1. Mork Inpur Amps is the highest of starting, operating, or open circuit currents 2. Lumen yolues for LED Modules vary according b the distribution type 3. System Watts includes the source wotts and all driver comparseMs. 4. Fuse value should be sufficient to protect all Wiring components. For electronic driver and LED component protectlon, use I OKV - 20KV surge suppressors. 5. L70CM -TM-21 6e, rule applied WARNING: All flxtures must be Installed! In accordance with local codes or the National Electrical Cade. Failure to do so may muff In serious personal injury Pa AMR LIGHTING VIRGINIA R4RNEl� J Subdivision TIMMONS VALULUME SERIES - PLED POLE DRILLING TEMPLATE C.L. 2- (61mn) :4. a2mm) WIREWAY DDPmm) ' (tanrNA. .406' DIA. gamin) (3) HOLES WALL MOUNT 1515" r 07mm) MT.6' NOR. p87arry EXTRUDEDALUMINUMARM AND CAST ALUMINUM WALL BRACKETASSEMBLY PROVIDED WITH BUILT IN GASKETED WIRE ACCESS FOR FIXTURE/SUPPLY W IRE CONNECTION. WALL PLATE T T]'S- + (1 1 (14LL 1 700MA-NW-1 PLED" MODULES VLL PLED E.P.A,- 0.77 Available in: 80 &40 LED Array V3 80 LED Array 40 LED Array Drive System HID No. of LEDs Current Watts Equivalent 350MA 45 70-100 40 525MA 66 100-150 700MA 91 175 1050mA 142 200-250 350MA 92 150-175 5.6• DIA, so 525mA 196 200-250 0a0nm0 (4) HOLES 700MA I 184 400 1050mA 266 450 Spec/Order EBCami le: VLL-ED/PLED-VSQ/80LED-700mA/NW/277/1/RAL9005 • 4 • PLEDDISTRIBUTION No. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT TEMPCCT TEXTURED FINISH VLL LED ❑ TYPE II ❑ SOLED ❑ 1050MA E] NW (4000K)' ❑ t �. El BLACK ElHIGHLOW DIMMING FOR PLED41 ..,... ® 'inANDARD RAL400N HARDWIRED SWITCHING OR ❑ 4OLED ❑ 700mA NONINTEGRATED MOTION El TYPE IT FRONT ROW CIA 5000K El( ) 1]1.180 W SENSOR.,.....,....NIBW PLED41•FR..... ® ❑525mA WW (30001 [I WHITE RAL-9003-T ❑ INTERNAL ❑ TYPE II MEDIAN ❑ 240....% HOUSE SIDE SHIELD... NS•PLED ILLUMINATOR PLEDIHML..... [I 350MA DTNEPLmcDLaBs AVuuBLE El PHOTO CELL+VOLTAGE CONSULT FACTORY ❑ 3120.. � [I GREY RAF-7004-T (EXAMPLE: PC12 V) - PGV ❑ TYPE III RED, ® El TWIST LOCK PLED411 M ❑ TYPE III WIDE ® VOLTAGE _ ■ 390 -' - i+i ❑ DARK BRONZE RECEPTACLE ONLY... TPR El 7 PIN TWIST LOCK PLED411 W . .. ❑ 120 RAL-8019-T RECEPTACLE ONLY .. TPR) ❑ TYPE TV ® ❑ xoe PLEASE IF ❑ 440.. .. ❑ SINGLE FUSE PLED4v ....... El GREEN ❑ 240 SPECIFY RALLOOST 02)V. 277v. 34M.. SF ❑ TYPE IV PLEDIV-0T OO' ❑ UNIVERSAL POLE ❑ DOUBLE FUSE ❑ 277 ADAPTOR UPA PLEASE (208V. 24OV. 4BOV).. OF ❑TYPE V NARROW PLEDVSQN ❑ 347 WALL MOUNT SPECIFY ❑ STEP DIM MOTION SENSOR , ... (FROGRAMMED 50/100) ❑ TYPE VMED 1-1480 ❑WM _ MSf211 PLED V89•M AD DnroruEcaoPs ❑ REMOTE MOWN SENSOR ❑ TYPE V-WIDE vLEo-vS9-w.. CINFlGUI7ATOR .C.. N ........... MsiCIO bb0`"g'"`e"eQR'ni0tle'c"'' © U.S.ARCHITECTURAL U.S. Architectural Lighting (o� z+re(6s0 usrspm �® ponMR LIGHTING VIRGINIA 4RNEw� POLE HEIGHT 25' (FT) III I; 0- VIEW Name: )wood Subdivision tect: TIMMONS DETAIL 3 3"x5" REINFORCED HANDHOLE 0 0' W/COVER, BOLTBACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC ETAIL 2 DETAIL 1 BASE COVER _T;9LM We 25' POLE ❑ T20 (2.38" OD X 4" TALL) 7.50"-8.50" ❑T25 (2.88" OD X 4" TALL) 180• FBOLT CIRCLE ❑ T30 (3.50" 00 X 6" TALL) • • / \ D19 ]o ❑ D28 W ]a 8.00" 90', ,270' - \ / ❑ D29 m ' S ❑ D39 IW ` ' m p• .88"0 SLOTTED 181 BOLT HOLES "'YES) ❑ D32 I I I I I I ❑ D49 W 70 I 75 0 Be NwarnE w P aENRpaI. DETAIL 3 POLE TOP DETAIL 1 BASE PLATE IF .75n ANC1gIt WLTTEMRATEN ABT-080 4 TO ' H C TDOWNCONCRETE HEX NUT BASE O ER ERALL BASEBYOTHERS X WASHER (X2) FORO FOR OVERALL HEIGHT OF 25' A.B. PAINTED TO MATCH LUMINAIRE 17. )0" PROJECTION n 3.75" DT9-DRILLED FOR SINGLE LUMINAIRE .., C)/ 3.00" ..e ;, DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED TO: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL WELDING TO CONFORM TO: AWS DIA MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) DUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)MBRATm DISCLAIMER, ALTHOUGH RARE, WBRAIONS SEVERE ENOUGH TO CAUSE DAMAGE CAN ODCA90NALLY OCCUR IN STRUCTURES OF ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTNG VARIABLES, WBMTONS ARE GENERALLY UNBRIDGEABLE THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVARON FOR EXCESSIVE NBRADON AND DONATOR FOR ANY STRUCTURAL DAMAGE. ALP WARRANTY EXCLUDES FAIIGUE FAILURE OR SIMIWt PHENOMENA RESULTING FRal INDUCED MBRADON, HARMONIC OSULLATON OR RESONANCE ASSOCIATED NTH MOVEMENT OF AT CURRENTS AROUND THE POLE. LOADING DATA MATERIAL DATA DESIGN CRITERIA: 2009 AASHTO LTS-5 COMPONENT ASTM WIND SPEED(mpM1) g0 100 110 120 130 140 150 POLE SHAFT A500 GR.B 3 SEC GUST EPA FT' 3.8 2.3 1 1.9 1 0.8 1 - - - WEIGHT (HAS) 40 40 40 1 40 - - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 5R.55 TIED MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH DIA. "A. OR THK WEBS) (FT) (IN) (IN) (IN) RNS-25-40-11-AB 25 4.00 4.00 11 GA (.120") 145 DETAIL GENERAL NOTES M E CD ChiO N v N >E W N E LL o 3 LL - Of O L M Q j U co W _J -� ��00 W O N v zit 2 ~ X K K N < of Q n 2 v N = U > LEI C Ltl O C", CD LED! O) � �M 7 Ca J uD H- N Z 0 f Z O r a it U CUT) LOU ti ti I _O UL] LL] Lu LEDUUU 0 C) C) W W W LED LED V) Z W W a ti ti � QL QL 0 ti ry LOUNO O O ON H Q V O N ry ti N DATE 1/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY 8, CICHOCKI SCALE N.A. TI TI 66 O TI T\ V U J O>� W W !Y 0 Q i w U Q LL W W r 2 (n z 0 < 0 H \L J U 0 T i l� 0 O O T� i I- O L "AN11" -c.I1ni4 Ci,cre' © U.S. ARCHITECTURAL U.S. Architectural Lighting momosg Y.+._uoulcornPamhe(mn z�EON ••CONPID13N11AL•• DESCRIPTION: eaer°°+xrµa F� ° areWMm o ROUND STRAIGHT STEEL ANCHOR BASE DP wlMa MUNeEW: RwATran ssoWEwxuTulaFTws ppaneYrls RNS-25-40.11-AB flop kaNNmpwmartswawuna 25' X 4.0" X I I GA iWMM5aW1111E WIE IOB NO. 47036 SHEET NO. E2.0