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SDP202100019 Plan - Approved Major Amendment, Final Site Plan 2021-11-02
SOUTHVVOOD SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: 090A1-00-00-001EO PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4773 PG. 328 09000-00-00-001AO PARCEL AREA: 8.83 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 3375 PG. 063 090A1-00-00-001 DO PARCEL AREA: 86.80 ACRES ZONING: R2 RESIDENTIAL DB 3375 PG. 063 07600-00-00-051 AO PARCEL AREA: 1.23 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4706 PG. 198 SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 SEE ZMA2018-003 TOTAL AREA (ALL PARCELS): 119.78 ACRES LIMITS OF DISTURBANCE: 15.23 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY TOPOGRAPHY SUPPLEMENTAL TOPO WILLIAM S ROUDABUSH, JR. 1974 LOUISA AERIAL SURVEYS, INC. TIMMONS GROUP ROUDABUSH, GALE, & ASSOCIATES, INC 2003 P.O. BOX 340 28 IMPERIAL DRIVE ROUDABUSH, GALE, & ASSOCIATES, INC 2015 MINERAL, VA 23117 STAUNTON, VA 24401 DATE OF PHOTOGRAPHY: 03/23/04 TELEPHONE: 540.885.0920 BENCHMARKS DATE OF COMPILATION: 02/02/07 CONTACT: PAUL HUBER, L.S. (SPOT ELEVATION) AT THE INTX PAUL.HUBER@TIMMONS.COM OF HICKORY & BITTERNUT ELEV=451.0 SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS PHASING: PROJECT SHALL BE BUILT IN ONE PHASE. DRAINAGE DISTRICT: MOORES CREEK THE SOUTHERN PORTION OF THE PARCEL 90A1-1 E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER FEMA MAP NUMBER 51003CO407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER. IMPERVIOUS AREA EXISTING IMPERVIOUS AREA = 0.21 AC PROPOSED IMPERVIOUS AREA = 6.61 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH AN ONSITE DETENTION SYSTEM. AGRICULTURAL/FOREST DISTRICT: NONE PUBLIC R/W: 4.33 AC. OPEN SPACE: 0.85 AC. RESIDUE: 109.78 AC. PROPOSED LOTS: 4.82 AC. 4 SDP202100019 SITE PLAN AMENDMENT COUNTY OF ALBEMARLE, VIRGINIA TOTAL AREA: 119.78 AC. ALL PROPOSED STORMWATER MANAGEMENT FACILITIES ARE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. LIGHTING: A RESIDENTIAL -SCALE POLE MOUNTED DUSK TO DAWN LIGHT SHALL BE PROVIDED ON EACH LOT AND SHALL NOT EXCEED 3,000 LUMENS. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. TRAFFIC IMPACT ANALYSIS TABLE 3: PHASE 1 SITE TRIP GENERATION: IT 5. AM FF-M WAJR PM PEAK HOUR LAND USE GDE A d. P OUNT UNITS ADT IN £�ffY TOTAL J'N OUT TOTP PIYa�€r f P idntir�?> �--, ii(}C##1111flMF€ii9t€15, j i{1 1 14 zrale I afrg(y 21t3 �#� E 1}$ .::. ", FO' -: {C�►A3 '::: ;Sufi: 141 ijt"i :� :: ¢i- �`Y's - 1•{0�':i' 1:4k tt sYt cCt�[..................... 1 IFflt1 i 1 24 4ta 4 1?fft ! IU'a,#,CiUI ... 4 s >:.. 7 5F3 :: GEk#7[tIXCfia€€e?f ?(xfkil F i cP 5F3: �Cf 7rt1 Ixa a Ttl'�4 131i 1�x1'..1 Phase. 2 A{3 itsYflettGS( �;enilvr iZ'S 220: 443 t: ,U, 1,040 15 ? 0? 01 34 al SbIgIe Fan:tty. 2.10 16 .C}.L1. 19'3 4. 12. 15 $1 � 17':. fiaal�la�nti-7P a¢rltl6sN?) 15i) U: Ul 1'23:l 19 4 &1 62 pit Pf as¢ 2 Tota1 1,233 Is. t 1 83 t12 H; 98 soutl2wood Tajat {pil e 1 + Rha ;2). V97 t12' 19.4 A06 223 174..: 3". Set-re�e� rCE Tit{10�cleraiictn, tG[�i^Eti:tlari. I_Rge idwt€pl th�ti�it�.ii€fr�tE.�allttt�S I:t1°1� on4g,urats �€I tan slag€P f�ni3if �NFI€ E 911rtlts, A€€ at �'i'tYl€ f3R q�iJ�9�sifl�tt�t3f[4d�tY7'638 ie1 - . J [E Inch i s tart; thf n) < d �p7rtrtt i7F�. €fit tlta ;salt Qat ari Dtitt than 10tit a3€ f6w.. 3. ,7 to are, 11 zir�yal ( sr itt {PIi y 1 + Pt asa 2j i5zi a� �'at 5'Mo Tally t« s: w; gns.oa ;rrr�xin Ott 1 xtitrlitls Pir3 ;1 taf€ts : ; lsAurised to be S,� rtly 6etwr re [eEkWe Get xtid sMlirner aal €.. F'tiat a.�a.: a�s€sts:, rt alltl t i t uoEts �aiip nll rslrac n fhc? cr.'t.5€tn l 341 un;ts duff 9 . ort_ jro.W jj got € gfor tsa of 1 iJ.'untis:: VILLAGE 1 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/ TOWNHOMES 220 54 D.U. 400 6 19 25 18 11 29 SINGLE FAMILY 210 26 D.U. 297 6 17 23 17 11 28 VILLAGE 1 TOTAL 80 D.U. 697 12 36 48 35 22 57 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE 3/18/2021 VICINITY MAP 111 =1000' DEVELOPER: SOUTHWOOD CHARLOTTESVILLE LLC 967 2ND STREET SE CHAROTTESVILLE, VA 22902 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETf, P.E. TELEPHONE: (434) 327-1690 SITE PLAN AMENDMENT NARRATIVE EROSION & SEDIMENT CONTROL PLAN: 1. SEDIMENT BASIN #1 AND SEDIMENT BASIN #2 DESIGNS HAVE BEEN REVISED. 2. THE LIMITS OF DISTURBANCE HAVE BEEN REVISED ACCORDINGLY. LAYOUT & UTILITIES PLAN: 1. 4 SFD MARKET RATE UNITS HAVE BEEN ADDED TO LOT 1. 2 MARKET RATE SFD UNITS HAVE BEEN ADDED TO LOT 2.5 MARKET RATE SFD UNITS HAVE BEEN ADDED TO LOT 6.8 MARKET RATE TH UNITS HAVE BEEN ADDED TO LOT 7. 1 MARKET RATE SFD UNIT HAS BEEN ADDED TO LOT 24.1 MARKET RATE SFD UNIT HAS BEEN ADDED TO LOT 33.3 MARKET RATE UNITS HAVE BEEN ADDED TO LOT 35.4 MARKET RATE SFD UNITS HAVE BEEN ADDED TO LOT 36. 3 MARKET RATE SFD UNITS HAVE BEEN ADDED TO LOT 39. WATER METERS AND SANITARY LATERALS HAVE BEEN REVISED ACCORDINGLY. 2. THE FIELD IN BLOCK 5 HAS BEEN RESIZED AND PROPOSED AS CONCRETE. 3. CONDO FOOTPRINTS HAVE BEEN UPDATED AND RAMP LOCATIONS HAVE BEEN REVISED ACCORDINGLY. 4. UTILITY LINES HAVE BEEN PROPOSED NEAR THE HICKORY STREET ENTRANCE. 5. THE WATER LINE UNDER OLD LYNCHBURG ROAD HAS BEEN REVISED. 6. THE SANITARY SEWER CONNECTION ALIGNMENT AND PROFILE HAS BEEN REVISED. GRADING & DRAINAGE PLAN/STORMWATER MANAGEMENT: 1. GRADING HAS BEEN REVISED FOR THE MARKET RATE UNITS AND REVISED CONDO FOOTPRINTS. 2. THE STORAGE PIPE HAS BEEN REMOVED AND A DRY POND HAS BEEN PROPOSED. 3. STORM PIPE ALIGNMENTS NEAR THE DRY POND AND BIORETENTION HAVE BEEN REVISED. 4. THE FUTURE DEVELOPMENT IN BLOCK 12 WATER QUANTITY WAS INCREASED AND STORM PIPES HAVE BEEN UPSIZED ACCORDINGLY. 5. STORMWATER QUALITY CALCULATIONS HAVE BEEN UPDATED TO INCLUDE THE MARKET RATE BUILDING FOOTPRINTS. LANDSCAPE PLAN: 1. (7) LONDON PLANETREES SURROUND THE MINI -PITCH. 2. A ROW OF SERVICEBERRY TREES HAVE BEEN ADDED ON THE EDGE OF THE PARK/PLAY AREA AND ACCESS DRIVE. 3. A PLANTED ROW OF ARROWWOOD VIBURNUM SHRUBS ALONG THE MINI -PITCH FENCE HAVE BEEN ADDED. 4. VIRGINIA SWEETSPIRE SHRUBS HAVE BEEN ADDED BETWEEN THE PLAY AREA AND THE WALK. Sheet List Table Sheet Number Sheet Title CO.00 COVER CO.01 CODE OF DEVELOPMENT PROFFERS & TABLES C1.00 NOTES & DETAILS C1.01 NOTES & DETAILS C1.02 NOTES & DETAILS C1.03 NOTES & DETAILS C1.04 NOTES & DETAILS C2.00 EXISTING CONDITIONS & DEMOLITION PLAN C3.00 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.01 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.02 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.03 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.04 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.05 EROSION & SEDIMENT CONTROL PLAN PHASE IIA C3.06 EROSION & SEDIMENT CONTROL PLAN PHASE IIA C3.07 EROSION & SEDIMENT CONTROL PLAN PHASE IIB C3.08 EROSION & SEDIMENT CONTROL PLAN PHASE IIB C4.00 BLOCKS & OVERALL PLAN C4.01 LAYOUT & UTILITIES PLAN C4.02 LAYOUT & UTILITIES PLAN C4.03 LAYOUT & UTILITIES PLAN C4.04 LAYOUT & UTILITIES PLAN C4.05 HOUSING & DENSITY PLAN C4.06 OPEN SPACE PLAN C4.07 GRADING & DRAINAGE PLAN C4.08 GRADING & DRAINAGE PLAN C4.09 GRADING & DRAINAGE PLAN C4.10 GRADING & DRAINAGE PLAN C4.11 DETAILED GRADING PLAN C4.12 DETAILED GRADING PLAN C4.13 DETAILED GRADING PLAN C5.00 ROAD PLAN C5.01 ROAD PLAN C5.02 ROAD PLAN C5.03 SIGHT DISTANCE PROFILES C5.04 SIGHT DISTANCE PROFILES C5.05 SIGHT DISTANCE PROFILES C5.06 SIGHT DISTANCE PROFILES C5.07 SIGHT DISTANCE PROFILES C5.08 SIGHT DISTANCE PROFILES C5.09 SIGHT DISTANCE PROFILES C5.10 SIGHT DISTANCE PROFILES C6.00 STORMWATER MANAGEMENT PLAN C6.01 STORMWATER QUALITY MAP C6.02 STORMWATER QUALITY SUMMARY C6.03 STORMWATER SUMMARY PLAN C6.04 STORMWATER SUMMARY PLAN C6.05 PIPE & INLET CALCULATIONS C6.06 PIPE & INLET CALCULATIONS C6.07 CULVERT CALCULATIONS C6.08 STREAM BUFFER MITIGATION PLAN C7.00 STORM PROFILES C7.01 STORM PROFILES C7.02 STORM PROFILES C7.03 STORM PROFILES C7.04 STORM PROFILES C7.05 UTILITY PROFILES C7.06 UTILITY PROFILES C7.07 UTILITY PROFILES C8.00 ROAD PROFILES C8.01 ROAD PROFILES C8.02 ROAD PROFILES C8.03 ROAD PROFILES C8.04 ROAD PROFILES C9.00 WATER HYDRAULIC ANALYSIS LAYOUT C9.01 WATER HYDRAULIC ANALYSIS RESULTS C9.02 SEWER HYDRAULIC ANALYSIS L1.01 OVERALL SITE LANDSCAPE PLAN L1.02 PLANTING PLAN L1.03 PLANTING PLAN L1.04 STORMWATER BMP PLANTING PLANS E1.00 PHOTOMETRIC PLAN E2.00 LIGHTING CUT SHEETS E2.01 LIGHTING CUT SHEETS NUMBER OF SHEETS= 74 m E 0 0 rn v N � N � o > E LUUj °� E F- 1.4 4 3 Q U. o U. LdLuO 0� LU m JUco LL, J - Ln Wrq O N z o�M O Q d U) � N z V � I- Q Ln -01 N (U M a. co-1 �� vi ZD 0 0 0 w w_ z 0 H H 0 r z 0 a V LU 0 W W w L> 0 0 c) UOOOO Q a a 0 WQ U �O N O DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE N.A. Uj V J J H I z W ^ w LL --I 0 � Q� LLJ _J W m \ LLBLL 0 O U W r) 0 O W ce r) 0 0 1 D 0 V / JOB NO, 40919 SHEET NO. Co.0 0 3 s ai 3 U 0 0 3 as 0 0 Q Q cu 0 Z U) cu cu C a 0 0 C x PROPOSED BUILDING HEIGHTS BY BLOCK TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115- MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) REQUIRED: NO MIN., 3 STORIES OR 35' MAX. REQUIRED: NO MIN., 3 STORIES OR 40' MAX. REQUIRED: NO MIN., 3 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 50, MAX. PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: 40' MAX. PROPOSED: N/A PROPOSED: N/A DEVELOPMENT CHART BLOCK AREA (AC) BLOCK CLASSIFICATION NONRESIDENTIAL AREA (SQ. FT.) RESIDENTIAL UN ITS S.F. DETACHED UNITS S.F. ATTACHED UNITS TOWN HOUSE UNITS CONDO/ APARTMENT UNITS TOTAL UNITS GROSS RESIDENTIAL DENSITY (DU/AC) MARKET RATE UNITS AFFORDABLE UNITS TOTAL# MARKET RATE UNITS % OF TOTAL UNITS REQUIRED AFFORDABLE FOR SALE FOR RENT APARTMENTS TOTAL BANKED UNITS COMPLETED UNITS TOTAL NUMBER OF UNITS %OF TOTAL UNITS 1 8.0 GREEN SPACE & 348410 0 0 0 0 0 0.0 0 0% 0 0 0 0 0% 0 2 1.3 BUFFER 58805 0 0 0 0 0 0.0 0 0% 0 0 0 0 0% 0 3 1.4 NEIGHBORHOOD 44873 6 2 0 0 8 5.7 5 63% 4-12 3 0 3 38% 0 4 DENSITY 41540 3 2 0 0 5 3.8 3 60% 5-14 2 0 2 40% 0 5 F7. URBAN DENSITY RESIDENTIAL VILLAGE 180872 4 4 26 20 54 7.6 10 19% 60-127 24 20 44 81% 0 6 1.1 NEIGHBORHOOD 49584 0 0 0 0 0 0.0 0 0% 0-31 0 0 0 0% 0 7 0.9 MIXED USE / 8244 7 0 0 0 7 7.8 7 100% 0-12 0 0 0 0% 0 8 1.0 NEIGHBORHOOD 18983 6 0 0 0 6 6.0 6 100% 0-17 0 0 0 0% 0 9 1.8 PLACES 78815 0 0 0 0 0 0.0 0 0% 0-61 0 0 0 0% 0 10 1.8 78776 0 0 0 0 0 0.0 0 0% 11-62 0 0 0 0% 0 11 5.4 URBAN DENSITY 233348 0 0 0 0 0 0.0 0 0% 20-182 0 0 0 0% 0 12 3.0 MIXED USE 1 128880 0 0 1 0 1 0 1 0 0.0 1 0 0% 13-102 0 0 1 0 1 0% 0 TOTAL 34.1 1 1,271,130 26 8 1 26 1 20 1 80 2.3 1 31 39% 150-450 29 20 1 49 1 61% 0 FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA(SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING PARKING REQUIRED AND PROVIDED PER ALBEMARLE COUNTY CODE 18-4.12.6 TOTAL PARKING TOTAL PARKING PARKING SPACE LOTS HOUSING TYPE SPACES SPACES LOCATION REQUIRED PROVIDED 1 A-1 D, 2A-2B, 3, (2 SPACES / 6A-6E,12, SINGLE FAMILY DETACHED UNIT) X (26 52 (50) ON -SITE, 24, 33, 34, UNITS) _ (2) ON CARDINAL HILL LANE 35A-35C, 52 SPACES 36A-36D, 39A-39C (2 SPACES / UNIT 4, 5, 8-11, DUPLEXES + 1 GUEST (16) ON -SITE, (1) ON 37,38 SPACE / 4 UNITS) 18 HORIZON ROAD, (1) ON X (8 UNITS) = WARDELL CREST 18 SPACES (2 SPACES / 13 MULTIFAMILY UNIT) X (20 40 (2 ADA VAN) (39) PARKING LOT, (1) ON (2) 6-UNIT AND (2) 4-UNIT UNITS) = CARDINAL HILL LANE 40 SPACES (2 SPACES /UNIT 7A-7H, + 1 GUEST (28) GARAGE, (24) ON- SITE, 14-23, TOWNHOMES SPACE / 4 UNITS) 58 (2) ON HORIZON ROAD, (2) 25-32 X (26 UNITS) -_ ON CARDINAL HILL LANE, (2) 58 SPACES ON WARDELL CREST FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SUB201900174 & SUB202100019 1-2 N/A - Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 3-4 Habitat Single Family Attached Ownership 25%-80% AMI 40 years 0-15 2 Habitat Single Family Detached Ownership 25%-80% AMI 40 years 0-10 0 Accessory Units Rental 0%-80% AMI 10 years 0-5 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 Deeply Discounted Units Rental 0%-30% AMI 10 years 0-5 5 Habitat Condominium Ownership 20%-80% AMI 40 years 0-20 15 5-8 Habitat Town homes Ownership 25%-80% AMI 40 years 0-30 18 Habitat Single Family Attached Ownership 25%-80% AMI 40 years 0-15 4 Habitat Single Family Detached Ownership 40%-80% AMI 40 years 0-10 2 Workforce Ownership/Rental 60%-120% AMI N/A 0-10 0 Accessory Units/Carriage Units Rental 0%-80% AMI 10 years 0-5 0 Market Apartments Rental Unrestricted N/A 200-225 0 Market Townhomes Rental Unrestricted N/A 0-30 0 9-12 Habitat Town homes Ownership 25%-80% AMI 40 years 0-30 0 Deeply Discounted Units Rental 0%-30% AMI 10 years 0-5 0 LIHTC Apartments Rental 40%-60% AMI 30 years 80 0 ZMA No. 2018-003 NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 3-4 BLOCK 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 STEPBACK° MIN. N/A N/A 15'E 15'E 15'E AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK BLOCKS 6-8: NO MIN. / NO MAX. MIN. NO MIN. 5' BLOCK 9: 5' MIN. / NO MAX. 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACK MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. 0' MIN. BLOCK 9: 20' MIN/NO MAX. MAX. NO MAX. NO MAX. GARAGE SETBACK TO COMPLY WITH TO COMPLY WITH BLOCKS 6-8: TO COMPLY WITH 4.19C / NO MAX. FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR FRONT ACCESS MIN./MAX. 4.19c / NO MAX 4.19c / NO MAX BLOCK 9: FRAMEWORK STREET FACING GARAGE GARAGE DOORS ARE NOT ALLOWED IN THESE BLOCKS - ALL OPENINGS AND/OR GARAGE DOORS ARE NOT GARAGE ACCESS MUST BE SIDE LOADED, RELEGATED TO THE ALLOWED IN THESE BLOCKS. ALL GARAGE REAR OF THE BUILDING, OR ACCESSED FROM A ACCESS MUST BE SIDE LOADED OR RELEGATED NON -FRAMEWORK STREET OR ALLEY. TO THE REAR OF THE BUILDING, OR ACCESSED FROM A NON -FRAMEWORK STREET OR ALLEY. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 31000 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 (3') FROM THE PRIMARY STREET FACING BUILDING FACADE OR FROM THE FRONT PORCH. A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). 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'. PROFFER Sr AT + ME+ l rr Original Proffers ,,,X.,,,N,r,-w Amendment Tax Map and Parcel Number(s): 09000-00-00-001A0, 090A1-00-00-001E0, 07600-00-00-051A0 Owner(s) of Record: SOU`1'II'V44'OOD CHARLOTTESVILLE, LLC Date of Proffer Signature: August 2, 2019........................................... 33.96 acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to V�V D and TMP 90A1-lE (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001A0, 090A1-00-00-001E0, 07600-00-00-051A0 (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project"). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are voluntarily proffered as a part of the requested rezoning and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Run ZMA 2005-00017 included on Tax Mar, .Parce1090A1-00-00-00:1E0. All existing proffers associated with the Cade of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parcel 090A1- 00-00-001E0 are hereby removed and superseded by these proffers. Tax Map parcel 090Al-00-00-001E0 (along with parcels 09000-00-00-001AO and 07600-00-0051A0) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase 1, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Tra ls, Parks, Civic Sp es. a. Greeuway Connections to Potential Adjacent County Parkland.._ At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase 1, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail oil the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is. shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth. (100`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 connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300" Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia limit 1 Ibility compan By: Dan Rosensweig, Manager -LINT NY, M E o � v N N N > OE w °' E j 4.1 U. o Ld O 2 m <�Uco w J — Ui 0- 9 e N O cn � O 6U- 0 Q :3 d. uj_ �N U ) Lq C: Ln O rn N v m � d- CO J tD F- z O H U V) w O W W W H 0 0 O O U O www �aa 0 0 Q W W W ry T-1 N O O Q o �i 0 �Nrn DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT' SCALE N.A. UJ V U/ N U w m Q 3 ~ 0 L 06 CL 1 T U W w L� f, " n LL_ w 0 110 oa. Q w L J 7 0 W a L a� LU o o Wz :3o o �� o� 0 o J 2Z W w s� > L.J.. _ a� w �o � N IL a 8 o= 0 o� w ZN O o� �Q wy 0 U Q� o •3 > Y N qJ U N O U L o �N In �o VJ U CU 06 -0 '0 U JOB NO. 0 o 0.- N U 40919 r U) = O O SHEET NO.. a o C0.0 1' L- GENERAL NOTES LEGEND ROADS 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS SEWER INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED TRAFFIC STOP BAR WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. ® s EXISTING SANITARY SEWER 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S STORM PIPE &STRUCTURE N0. SPECIFICATIONS AND STANDARDS. �® DROP INLET & STRUCTURE NO. @-SAN-►- SO PROPOSED SANITARY SEWER 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. CURB O PROPOSED SANITARY SEWER LABEL 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). CURB & GUTTER WATER 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, PROPOSED PAVEMENT �� EXISTING WATER LINE SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, -� CENTERLINE OF DITCH 6" W PROPOSED WATER LINE THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BENCH MARK BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 0 g" yy PROPOSED VALVE 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. . ,. . CLEARING LIMITS SLEEVE 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN l' g" H1 PROPOSED TAPPING THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR 200 EXISTING CONTOUR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. GRADING 200 PROPOSED CONTOUR 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. + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED BC = BACK OF CURB TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS - TC 240.5 PROPOSED SPOT ELEVATION EP EDGE OF PAVEMENT AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. TW = TOP OF WALL 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF 1T PARKING COUNT BIN = BOTTOM OF WALL CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT TS = TOP OF STAIRS SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL BS = BOTTOM OF STAIRS MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY N/A = NOT APPLICABLE TO THIS PROJECT WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. MANAGED SLOPES 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. ..1........ ........... (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO PRESERVED SLOPES 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 ACSA GENERAL WATER &SEWER CONDITIONS INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). JUNE 27, 2019 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT LINES AND STRUCTURES, AS NECESSARY. STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBGRADE. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. WAY. (N/A) 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE THE LINE. OF ROAD. (N/A) 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE SLOPE OF 0.004 ft./ft. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 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 THE END OF THE DAY APPROVAL IS GIVEN BY THE ACSA. Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. As -bruit th must be labeled on the drawings with e (late i�rte 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-bui t 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 an an interpreted line between centerline. measurements. Show the as built centerline over the design Distinguish g 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. pavement and width measurements at ever - Display the constructed edges of < b. Edge ol'.Pavement s 1 Y Y g p g p 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. Albemarle County Public .Road Acceptance Procedure The processing, inspection and acceptance of public roads is administered solely by VDOT. The County is not involved in this process until the road is ready for acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. The following items are required to be submitted for bond releases to be considered: 1. Bond Inspection Request and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Cleric's office. w' unt 's As Built Road Plan Policy is required. VDOT does not An as built plan prepared in accordance with the Co y y q always follow this paperwork or policy, but for bond releases, especially where VDOThas not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of- way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, anti VDOT issues a .formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final prmchlist inspection report from V.DOT can be used fora partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long u rovements may sit or need replacement, partial releases may not be possible. 4. Signed and sealed letter from a professional engineer listing 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 noted. The items not built according to other field verifications should be cited and included. Tolerances Should br,g 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 it 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. 5. Certificate of Completion This form must be received for release of a bond. it is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or punchlists. 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH GE MAN MILLET. STRAW MULCH IS TO BE G AUGUST TO CONSIST OF R D IL TO CONSIST OF ANNU AL RYE OR MAY THROUGH A AN APR , 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 I OOOLBS/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 t Department of Community Development G�HC1ti�P 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 prejer•able 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. 1 f firm and individual re arin the drawings on the title sheet. B. The name and address o the a dpreparing g g a •h facility, and the inspection records to verify C. The constructed location of all items associated with each a y, p y 1 rde a are n limited to the following: proper dimensions, materials and installation. The items met , but of g 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 t r elver i e size weirs materials .inlets or end treatment s installed type of drainage structures, ies c, t/ Yp g p p 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. r 11 n of all itch lines and channels including typical 9. Ditch Lines - Display the constrt ctec location d P Y � g YP 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. 1.5. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Comtructioa Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and constriction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shalt 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, slopes of 3:1 r • thieved. lesser o better are to be a s p 6. Paved, rip -rap or stabilization mat lined ditch may be required when irr the opinion of the County .Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. Traffic T. . r e Virginia zn ffic 7. All traffic control signs shad conform with the g a Manual for Uniform 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). �V%J-tNL,1 re 0 LUNT WY ,��llyLl 9/ 15/ 2021 M E 0 N OV N In C > E w E LL o LU O Q�Uomo -in a�oN U W CV d �0 ai LL- oa = v< Ln �- c Ln O [V a m a� CO J Z) 0 (D 0 W w z 0 U) 0 r 7- 0 a U rn w � �FVtf�- 0 W W W H 0 0 O O O a a a U U O N p p p °o co n rn DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETI- CHECKED BY C. SHIFFLETTT SCALE N.A. z W ¢ (n > J CL w Q J 0� a W w m Q W 06 > O U) L1J UJ z �- �p O W u Z 0. 0 0 0 0 V ) JOB NO. 40919 SHEET NO. C1.00 0 0 �a L� L)o o(9 ,z Z �0 �:E o� a� �o ECU . CUU) N D_ 0 D U o= 0� Z n 02 �0- �X w� o .. Q� 2 - C. (D� > Y N (6 3N X a, 0 N U � N !V = N U �o E� U 0 -2 ;0 U o � �o N � U CU �9 �N N 0 � U EL -2 N U m 2 W L CD-1 I EW-12 :TOP OF=BEGIN TS FOR (TYPICAL) PIPE TOPAVEMENT TH 45'SUBBASE TCH LI0/ FILL UBGRADE SHOULDER LINE / COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT / CENTER LINE SECTION TRAVEL LANES (WITH TYPE 1 SELECT MATERIAL) _ __q_- 45- TRENCH PLACEMENT EDGE OF PAVEMENT OPAY IP PE O 0 SHOULDER LINE \ BEGIN WITH 45' �- •f- PAVEMENT SURFACE & BASE ELBOW �030� 0 0 0 0 0 0 0 0 0 0 0 0 �- SUBBASE P OF �TOE OF FILL o-o •o • o - -o - - • o - oo - 0 , -F SELECT MATERIAL TYPE I OR ffi EW-� (TYPICAL) o o•o•o•o. o-o • - o- • o- o-o•o •o-o-o-o-o-o-o-o•o o Voj3� #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW CEOTEXTILE DRANAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR -F- PAVEMENT SURFACE & BASE 0 SUBBASE OR CEMENT STABILIZED SUBBASE 00000000000000000 00 0-0•-c- SELECT MATERIAL TYPE R OR SUBGRADE X96...6.6o- _ o-o o o ' . ; o (CEMENT OR LIME STABILIZED) GEOTEXTILE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED DRANAGE GLASS MEETING 08 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) GRADE. CRUSHING STRENGTH TYPE OF PIPE XWN T. 4" NOM. DIAMETER XW.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 1 0.153 SMOOTH WALL PE 1 70 PSI XXX 1 1 70 PSI X)()( 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE NVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. )( WALL THICKNESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. XXX TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRANAGE STRUCTURE. NVE)O r' STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET i OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 fE LIMTS Y FOR OUTLET PIPE PAVEMENTPPE TOP OF CUT GO J�� SUBGRADE TOE OF FILL FILL COMBINATION UNDERDRAIN �' 12 .�( j -P" DITC (TYPICAL)' SHOULDER LINE LINE I I t EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS 90° TRAVEL LANES CENTER LINE SECTION jJ- - - - - - - - - - - (WITH TYPE 1 SELECT MATERIAL) I•'1 EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LINE YPICAL)- A TOE OF FILL -E-PAVEMENT SURFACE & BASE / 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 o SUBBASE LIMITS OF PAY FOR OUTLET PIPE a. o o- o - o o - o- o . o . o • o • o • O-O.O .O.O-O.O.O .00 .00 O --*-SELECT MATERIAL TYPE I OR PLAN VIEW SHOWING PLACEMENT OF ' CD-2 UNDERDRAIN - #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE - ''-Q" GLASS MEETING #8 GRADATION REQUIREMENTS. NON -PERFORATED OUTLET PIPE DRANAGE FABRIC OR -PAVEMENT SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTH >( W.T. 4" NOM. DIAMETERI X W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 0.163 SMOOTH WALL PE 1 70 PSI 1 70 PSI )E)(X 0 0 0 0 00 0 0 0 0 0 0 0100, 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE X WALL THICKNESS (MIN) - INCHES • ,5 • o - o . o - ' SELECT MATERIAL TYPEF OR SUBGRADE o•o-o . o •; - o • 0 • o • 0 0 (CEMENT OR LIME STABILIZED) X X X TESTED ACCORDING TO ASTM 0-2412 AT 5X DEFLECTION. #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. FAABRIDRAAGE GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X WIN. IN DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UNDERDRANS,THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 5'- INLETS OR MANHOLES. 5'-0" BASE MATERIAL TYPE I 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SIZEIZE NO. N0. 21 21B (6" MIN. DEPTH) WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE NVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EWE/-12OR OTHER DRANAGE STRUCTURE. SPECIFICATION XVE)= REFERENCE STANDARD COMBINATION UNDERDRAIN ROAD PND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF i 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 CG-6 NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRANAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF 2" R THE ROAD DESIGN MANUAL IN THE SECTION IT I ON GS URBAN STANDARDS. P • P D D • P • P r n P P D P D • P D D A D ' THE BOTTOM OF THE CURB AN 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IS MANTANED. EREN�E COMBINATION 6" CURB AND GUTTER I ROAD AND`BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 I VIRGINIA DEPARTMENT OF TRANSPORTATION ' L 201.03 Normal Stub Street: 3.7° i 'THIS TT 15 �NiN �„� Ot. 1°� �NN[�CT �?$�A�N', (g��T��pyC MENT FOR, MORE INF9RMATl(}N C0P1iAGT v a° u YOUR' LOCAI VDOT OFFICE 1. VIRGINIA DEPARTMENI OF TRAMSPORIATtON 1 -------- 1. �- -1- -- --- ------------------- - - ------------------------------........_ _ ........ 1 ' 4' L. S Border Radius: 1.125" Border Thickness: 0.5" VDOT SSAR STUB -OUT STREET SIGN No Scale ROAD CROSS SECTION HICKORY STREET (25 MPH DESIGN SPEED) 6LENGTH 8' 0.5' FROM EP 1.5" SM-9.5A 5' (PARKING) 5" CG-6 13' C/L 11' (BIKE LANE) CG-6 _,.:.......,.:.., .,.,......:...°; ...: 2.5 (TRAVEL LANE) (TRAVEL LANE) _2% 2% -- 2.5 1-t- «-- 1 : 1 COMPACTED SUBGRADE IM-19.OA 5' 6, 3" BM-25.OA 6' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) ANCHOR WITH 5/a' 62' RIGHT OF WAY REBARIMBEDDED 24" IN GROUND; 2 PER WHEEL STOP AGGREGATE SHALL EXTEND NOTE: ROAD CROSS SECTION COMPLIES WITH V BEYOND THE BACK OF CURB (TYP.) VDOT SSAR DESIGN STANDARDS. PRECAST CONC. WHEEL STOP HICKORY STREET CROSS SECTION No Scale No Scale B A R1-1 STOP 'Reduce spacing 40% A B ---2 to .375 C I D -S .....,- 6 ` E lr T 7.75 4._--- .625 a I: a G 4 10 131 30 .75 36 .875 10 1 10 C 12 I 12 C 5 6 12.5 r 15 4a 1.25 - 16 ' 16 C ---1............. a 20 I SHADOW VEHICLE REQUIRED - (TMA REQUIREMENT SEE NOTE 8) SEE _ NOTE 7 SEE - NOTE 5 R4-V7L SEE NOTES 2&3 SEE - NOTE 2 SEE ... NOTE 2 SEE - NOTE 2 MOT PLAN No Scale 80' - 120' ILLUMINATED FLASHING (AMBER CAUTION MODE) TYPE B OR C x = ILLUMINATED FLASHING AMBER ARROW TYPE C SEE NOTES 3 & 6 SHOULDER TAPER SEE NOTE 5 W4-2R W9-2L W9-3R W20-1 STEEL EDGING ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES STONE DUST PATH SECTION No Scale NON -SLIP BROOM FINISH -T ROAD CROSS SECTION WARDELL CREST (25 MPH DESIGN SPEED) •1.51, SM-9.5A (PAVEMENT WIDTH) .lam . .i .�� .•' .it.�' .i'-.�Y .�Y .�:' .�'�= �- �= �- � .�� .� �= � .�� i == �'.��-- 1_?I_I=I_I_�_�_I_I_I:I_I_I_I_I:I_I_I_I_�_I_I_I•_I•_I_I_�I_I_ CG-6 2.5' L1__ 2" IM-19.OA 5' 6' 3" BM-25.OA 6' SIDEWALK 5 SIDEWALK (PLANTING STRIP) (PLANTING STRIP) 2" COMPACTED STONE DUST PATH 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. VARIABLE WIDTH' MAX. CROSS SLOPE 2% a a rrr \ \\ \ \X// 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER µ~~ DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS a NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale :. --- 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE \/\/\/\/\/\/\f-- COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A . (PLACED IN ONE LIFTS) 0 8" TYPE 21B AGGREGATE BASE COURSE 0 0 o v o 0 /\��\//\//\/\/�\//\//\�• COMPACTED SUBGRADE /\x/\x/ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale O O O a O O o 8" 57 STONE COMPACTED SUBGRADE DENOTES GRAVEL ROAD ON PLANS GRAVEL ROAD SECTION No Scale NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. PARKING ALLOWED ON ONE SIDE OF THE ROAD. WARDELL CREST CROSS SECTION No Scale 'RIGHT OF WAY AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) - ROAD CROSS SECTION HORIZON ROAD (STATION 10+00 - 20+12) (25 MPH DESIGN SPEED) C/L CG-6 1 1.5" SM-9.5A CG-6 36' 25 (PAVEMENT WIDTH) 2•5' 1- -'fir['•: is .. XT Az Ict ITT Az Az Az Az Az Az ffz Az ffz Az Az 1' COMPACTED SUBGRADE -� 2" IM-19.0A 5' 6' 3" BM-25.OA 6' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) 61' RIGHT OF WAY NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND VDOT SSAR DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.) PARKING ALLOWED ON BOTH SIDES OF THE ROAD. HORIZON ROAD CROSS SECTION STATION 10+00 - 20+12 No Scale ROAD CROSS SECTION HORIZON ROAD (STATION 20+12 - 28+10) (25 MPH DESIGN SPEED) . I C/L CG-6 1.5" SM-9.5A I CG-6 28' 2 5, (PAVEMENT WIDTH) 2.51I 1-- 2% 2% -- 1 1 COMPACTED SUBGRADE 2" IM-19.OA 5' 6- 3" BM-25.OA 6' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) 53' RIGHT OF WAY NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND VDOT SSAR DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.) PARKING ALLOWED ON ONE SIDE OF THE ROAD. HORIZON ROAD CROSS SECTION STATION 20+12 - 28+10 No Scale ROAD CROSS SECTION CARDINAL HILL LANE (25 MPH DESIGN SPEED) C/L CG-6 1 1.5" SM-9.5A CG-6 28' 2 5' (PAVEMENT WIDTH) ~-I 2.5' 1-- 1 1 COMPACTED SUBGRADE \_ 2" IM-19.OA 5 6' 3" BM-25.OA 6' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) 5T RIGHT OF WAY AGGREGATE SHALL EXTEND NOTE: ROAD CROSS SECTION COMPLIES WITH 1' BEYOND THE BACK OF CURB (TYP.) VDOT SSAR DESIGN STANDARDS. PARKING ALLOWED ON ONE SIDE OF THE ROAD. CARDINAL HILL LANE CROSS SECTION No Scale Il • CN • 41 SIDEWALK U. LU LU .. • - LU • . ' • • C In • • • • • • CD LU • p 4- ' i All DATE • I 311812021 5. SIDEWALK C. GA DRAWN BY DESIGNED BY C. SHIFFLETT CHEC •: C. SHIFFLETT- SCAL yL r• Uj 51 SIDEWALK Uj •• Uj LL e- • LU j� r, .i m l wcE 4 LZ 5. SIDEWALK •- NO. 40• • SHEET • 0 ai N U N 0 0 w cu 3 N (n 0 27 ZI - CU _ L 0 Q 0 LB Q 0 N 0 3 -0a �O D- CL o� v, z wo -2 0 _ T � �o E_ = o 16 N � U o(n Q x o a) o CL 2 '3 0-0) w_ U)M =N U = X O w" L U i �N (6 = v. U ;= a U � o -0 = .o s U O C wo 1n . (0 U iJ 2 _ N N fn = = O � U Q� L !S 1 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING (4) 1' (25mm) DIA HOLES 1 1/2" / ON 32 3 4' (634mm} DIA 27 1/2" DIA j38mm] BOLT OIfiCLE. [699mm] O DIA 7' F"d' Is � �. 0. �19 Ir' CONCRETE BUMPER BLOCK / SHAPE TO ELEVATION 12„x 26 1/4" �� �� [178mm , ANCHOR WITH 5/8" REBAR LARGEST PIPE.OF I (_ (EDGE AS DE ERMINED IN FIELD) j667mm] ♦ .; y g;� ��� �• A h.: IMBEDDED 24 IN GROUNDf HANDICAP SIGN - SHAPE To �•,• i CONTOUR I OF PIPE I TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS I 24" DIA C'--- [606mm] ' . R . y 'W. LOCATION (VAN) CE OF�11 -HANDICAP SIGN FA I ' '� ----------------- ILA 28 7/16" DIA 5/8" ; 9/15/2021 , ' �N'' LOCATION (TYP) CURB ; % \ I I I i EXISTING SUBBASE PROPOSED SUBBASE [722mm] j16mm]#i,Yi1ae 26" n� " ...... ......... ........... ..... .................... ...... ........_ EOP '. ; .:: ;•.•, `�_ I ��/ 4 .. .. A --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL O O [914m] [660mm 1 1 2" / 13/16" [38mm] FRAME SECTION [20mm] f 0. gp g ..*40 PAINTED PER 2% MAX. 18, 18' SLOP£. TO DRAIN TO INVERT OF oUfLEf PIPE �� " -� SECTION A -A ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 /2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS 2 (51mm) LETTERS (RECESSED FLUSH) 1. [25mm1 1� N .� A 3 1/8" 1/2" --I O p N V N � 4u VDOT \ AS DETERMINED BY CORES (SEE NOTE 3) c r` 'Iff �. [79mm] ZZ 13 1611 J a o '-4" 3p SPEC. PAINTED TRANSITION BETWEEN PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF 2 1/6" 3 13/16 [579mm] [97mm] E E STRIPE (TYPICAL) PIPES ARE ENCOUNTERED. �y / / NOTES 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. [54mm 0 25 1 3/8" [635mm] 0 11/16" [35mm] g/1g" O.D. OF GKT GROOVE Lu _ •,� = W > 3 F- UJ v 3 9 I _ 8 5 8 8 8 �Y � 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA N t, 3 Q � yl \\ SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. GUM BOLT NEOPRENE GASKET 0 LL p TYPICAL VAN ACCESSIBLE ACCESSIBLE NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ ''LOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF 1 ` TO INVERT OF STRUCTURE. / OUTLET PIPE 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APPRT. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 �/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. SEE ASSEMBLY DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 " --�. RUBBER PART 00981045 S (2) CORED 1$DU 1 5/$" (2) BLT HEX 5/8-11X3 1/2 SS W Q (O � Lu M Q J U O 0- J - L(•j Z O HANDICAP SPACES REGULAR SPACE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / /f 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. '- W PICKBARS [5mm PART 00981250 2gA0' [41mm 1/2" (2) WSHR 5/8 ID 1.50 OD SS [6mm .53 DIA. STAINLESS STEEL ROD 1 1/8" (29mm) DIA BOSS [13mm PARi D0961318 a ~ O OY CL O N d' U` W W M CLASS CLEXCEPT THAT 257 OF COARSE AGGREGATE MAY BE ((( :: UP TO 4" IN DIAMETER A14D CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE '.f'.: I 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS PLAN VIEW P CKSAR & OCKLUG HOLE AIL 1 L DETAIL H ++ �• Q U (n SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I •'' :'j OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ;.��•...•a„•:'.. AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. 2) NUT HX 5/e•-ll ZN NYLK NOTES: PART 00981284 J LL. Q DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE _ ` " " ' PURPOSES EACH MANHOLE 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED, _ 0 Q r = z I, ONLY. OR DROP INLET IS TO BE SHAPED - -- INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET PART# 00961228 3. COVERS SHALL. BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. U) v cV `-' V > to O Z W � W Z W CONFIGURATION AND FLOW LINES. SECTION B-B 2) 1935R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART 00193585 = _ � I-f PLAN METHOD OF TREATMENT IN MANHOLES MANHOLE FRAME &COVER LOCK LUG ASSEMBLY o �! a > Lu O O OO VD(D'j' SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE N.T.S FIG S-I-E -- � d 00 J � ~ ~ ~ VpQ-j ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS ROAD AND BRIDGE STANDARDS FOR WIDENING SUBJECT TO TRAFFIC � Lu SHEET t OF i REVISION DATE TYPICAL PARKING SPACE DETAILS 3D2 106.08 VIRGiNIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 3,5 C) � U � 0 Lij a- 4 303.02 No Scale 2016 ROAD & BRIDGE STANDARDS . ..... SIGN PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. FRAME & COVER SEE FIG. S-I-D, E � O 4 0 O PLACE 5' GALVANIZED " WITNESS " POST WITH FRAME & COVER STREET SURFACE OR � w w w STD. U POST x CAPPED ENDS PAINTED BLUE IN REMOTE AREAS NON -PAVED AREA O I ! GALVANIZED I AS DIRECTED. MARKER LOCATION MAY BE SUBJECT i TO HIGHWAY DEPARTMENT APPROVAL. :,.' •,�:. :. ° • . '= ,;•. (SEE FIG. S-I-D,E) R SLOPEDSTRAREA N I FINISHED GRADE SET DOGHOUSE BASE 4,•". EXlS11N0 SANITARY .• e NONEET PAVEDFACE AREA 1'-0" MAX 2'-0" RUBBER COATED STEEL STEPS o CAST IN PLACE W w Q- o cS N o 0 N ON CONCRETE BLOCKS SEWER PIPE { ' SLOPED AREA -� o = p Co rn �4 f�'� DOGHOUSE OPENING SHALL , :" MIN. 12' CLEARANCE BE PREFORMED BY `.'•' : t BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING Y"- 1 �0 MAX PRECAST REINFORCED CONCRETE 4 ° SECTIONS WITH "0" RING SEALS ' OR APPROVED EQUAL 0 SAW CUT TO FIT PIPE ; DATE I I z O l OUTSIDE DIAMATER "". •+ .a:, •' ': •• -()" > I I I POST TO BE . I I I ADJUSTABLE TRAFFIC RATED PLUS 6". .: t 3'-0" MIN o 3/18/2021 I DRIVEN i i VALVE BOX W/ LTD 12" THICK VDOT ;� ° THE DROP CONNECTION SHALL BE 0 r DRAWN BY z : No. 68 STONE BEDDING RUBBER COATED STEEL p DUCTILE IRON PIPE (CLASS 50) 9"x8"x16" AND 4"x8"x16" SOLID CONCRETE BLOCKS STEPS CAST IN PLACE 3 --•0' MIN o 5" BACKFILLED IN 6" LAYERS AND HAND AMP OR COMPACTED BY T ERS IjlllllT.11. _ ,. ,�111T�ti�_ z CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE RASE PRECAST REINFORCED 12" MIN BACKFILLED WITH SELF -COMPACTING 16 MAX ' STONE. C. GAYNER DESIGNED BY C. SHIFFLETT .. , .: :: :.:. � x ,11I„Iiitlllilllflli1,I111IIl,lilllill,lI111711111,11(111111,LILT1,ii1„11I„Iil!„I,11„I111,11llI.ItIII,Il,l,1, MANHOLE ABOVE BASE SHALL FiLL DOGHOUSE OPENING CON RETIE SECTIONS 1 IN „01' R 6" MAX LNG SEALS - ----� A 1Cq MINIMUM ELEVATION • 5„ ° p MINIMUM ELEVATION DIFFERENCE ® - AROUND EXISTING PIPE• 12' MIN 12"MIN BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE DIFFERENCE ACROSS M.H. 5 4'-0" r � ACROSS M.H. FROM INLET TO CHECKED BY rl�r>-rrl�r_rT� ON FIGURE S-1-A OR NON -SHRINKING GROUT FROM INLET TO OUTLET VARIE 4 OUTLET SHALL BE 0.20 FEET • - - M.J. GATE VALVE - - - ALLOW CONCRETE WRAP EXISTING PIPE WITH SHALL BE 0,20 FEET. -- R TE A VARIES DEPTH .OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF 9d , D' A FILLETED INVERT FOR A SMOOTH ' . °' TRANSITION OF FLOW BETWEEN ,•. g . Q INLET & OULET PIPE SHALL BE ° ° PROVIDED. . • . C. SHIFFLETT SIGN D AN POST DETAIL SCALE TO FLOW A MiN. < NEOPRENE GASKET MATERIAL 1`--0" BEYOND BASE a OF STRUCTURE BEFORE FILLING THE OPENING " NEOPRENE SECURED BY 2 NON- " GaRRaslvE STRAPS, 1 ON CONTRIBUTING •'a d SEWER. A. ? �' , a• ' 12" A FILLETED INVERT OR A SMOOT "� = ° .. Q : p " ' • °.. D > 0 P P,. o' � ... � 3/4 DIA OF LARGEST N.A. No Scale o RESERVED RESERVED WATER LiNE EACH SIDE OF OPENING TRANSITION OF FLOW BETWEEN PIPE IN MANHOLE FAWNG VA. SIGN FOR THE DISABLED ON 0.80 GAUGE PARKINS INLET & OUTLET PIPE SHALL BE MIN. 6" BEDDING WITH N0. 68 STONE ALUMINUM. COLORS: GREEN BORDER & la . ' j 1 12" MIN. CAST -IN PLACE �� PROVIDED. MIN. 6" BEDDING LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, j j 3,000 PSI CONCRETE BASE NOTE W/ NO. 68 STONE NOTES: WHITE BACKGROUND, - SECTION VIEW 1. BEDDING THICKNESS REQUiREMENT SHOWN IS MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPACES SHALL BE IDENTIFIED BY ABOVE r, P.S.I.FOUNDATION 2500 P CONCRETE d' v 2'x 2' BEARING AREA. THRUST BLOCK �.• 4 '• NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. IL " t uj , ^ d EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED V PMTY MN TY GRADE SIGNS AS RESERVED FOR PHYSICALLY 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW 0-$uRE W RE DISABLED PERSONS. PROVIDE ONE (1) R-7-8 a a A • � FLOW TO THE EXISTING PIPE. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE TOW AWAY ZONE TOW AWAYZOE SIGN AT EACH PARKING SPACE INDICATED ON - _ SITE PLAN. SIGN SHALL BE ALUMINUM WHITE) WITH GREEN LETTERS AND , `� ° 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" INSIDE AND OUT. TYPICAL MANHOLE SECTION DESIGN ON SEWERS WITH STEEP SLOPES. J (PAINTED VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN - i N SHOWING BRANCH TIE-IN H A LE 6' ABOVE SHALL BE PLACED ON STEEL POST 1-1/2" O FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ACCORDANCE WiTH THESE SPECIFICATIONS. TYPICAL MANHOLE WITH DROP CONNECTION > GRADE TYPICAL GATE VALVE TYPICAL MANHOLE BASE - SHOWING )'DOGHOUSE" INSTALLATION N.T.S FIG, S-I-A NTS ADA PARKING SIGNS NTS FIG. W--5 ---- ----- - - N.T.S FIG. S-1-Al FIG. S-I-C TD-25 No Scale VARIES VALVE BOX 4" DIAMETER BRANCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - FINISHED GRADE AND VALVE VILLE THREADS WHICH IS wl I� 1 M.J. PLUG VARIES •a" THE LOCAL STANDARD. DARD. Al LENGTH OF BRANCH VARIES 6' MIN 2' TO 10, COVER LIFT NOTCH 14 1/2" go „ 12 3/8 12 1/2" u AIR RELEASE VALVE ;� REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY z ^^ Lu 0. Q ^. f ;�:•0 1A,P �� b• (27a•} 18 -22 BRONZE GATE BRASS OR BRONZE PIPE VALVE DIMENSION0 24"MI � m W 0 =ar" 7 CU. FT. Vuj ALVE BOX #68 STONE � -- WATER iNTIAL BACKFILL* S MIN (6„ FT � WATER MAIN RESTRAINED JOINT FITTINGS ',, ., ' CAST IRON LID I=I1 • DRAIN TO GRADE IF POSSIBLE �' EMBEDMENT COMPACTED THOROUGHLYRO\ BYHAND OR APPROVED SPRING LINE MECHANICAL TAMPER 0- /� O U) W 42"MIN ' 6" GATE e , . , 18" METER BOX - OF PIPE } W ON-LINE » ,> �,�; e p� Q VALVE o " s" X 6 �^ o I,� I1 _ i TT - ICI I _/� HAUNCHING NO. 68 STONE z Q O 0 (TYPE Q } � TEE ., a e� ° " SIT 111 i TT1-I [-I� BEDDING 6" max 4" min i I 1 U W z 2500 P.S.I. CONCRETE � ;' � ,• 9 `I a'a' : ' r' P • A�. ' `, '•d' "'- BRICK SUPPORTS OR SOLID CEMENT FOUNDATION SHALL BE BASE AND THRUST ;� ;•:•e.• i �' P, d", BLOCK AGAINST a ` '� ••`t ti BLOCKS ..-"' REQUIRED WHEN SOIL STABLE �l CRUSHED STONE CONDITIONS ARE UNSTABLE VARIES THREADED COUPLING UNDISTURBED STEEL PILE ti�� `Lr` Q PVC SLEEVE BRASS NIPPLE AND PVC LUBRICATE ALL THREADS RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION `1'�©pJ�RK" 18 SOFT O THRUST BLOCK METER BOX (SEE FIG. W-7) TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. „ ., 6" EXTENSION CORPORATION STOP O VALVE 0 NO. 57 STONE M.J. FITTING NCITE 6" PIPE SLOT (2 PLACES) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. -- 2" PIPE SLOPED 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED TO DRAIN IF GRADE ALLOWS 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. NOTES: AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 - 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT STONE SHALL BE PROVIDED' ` VARIES VARIES\_2" BRASS PIPE 2" THREADED TAP ( 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. 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, 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MiNIMUM 6" BEDDING OF NO 68 STONE O WATER MAIN AND VALVE IT iS NOT ALLOWED IN THE DITCH. NOTES: 2) FOR WATERLINES SMALLER THAN '12" USE A 1" A.R.V. AND FITTINGS, FOR WATER ARE SAME SIZE -PLUG 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. (f1 HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. iF 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN vv )) DEAD END REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT 3 �� "A") (TYPE A ) PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. THE MANHOLE CONE. TYPICAL SEWER PIPE JOB NO, TYPICAL METER BOXES TYPICAL BLOW -OFF ASSEMBLY TYPICAL FIRE HYDRANT ASSEMBLY DETAIL (5/8"--'1" METERS) INSTALLATION IN TRENCH 40919 AIR RELEASE VALVE E (ARV) SHEET NO. C 1.02 NTS FIG, W-8 N.T.S. FIG. W-4 NTS NTS NTS -- FIG. W-7 FIG. W-9 FIG. S-3 ,_ L a 0 3 0 (n T rn 0 •a d a• • d• 'd � d 8" MIN. 6" MIN, d . 4 44" MIN. 36" I a•. 18 MIN. • 37' MIN. a•a T WINGNUT LOCKING ASSEMBLY 12" MIN. . BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2, MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8", 3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2 METER} NTS FIG. W-78 VARIES 4' DIAMETER BRANCH AND VALVE----,, WATER M TD-15 VE BOX \-•-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") PLUG VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC ct CAP i LUBRICATE ALL THREADS THRUST BLOCK co METER BOX (SEE FIG. W-7) VALVE - - NO. 57 STONE M.J. FITTING I 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-8 TD-19 FINISHED GRADE r AIR RELEASE VALVE T° + BRASS OR BRONZE PIPE \ BRONZE GATE DRAIN TO GRADE --II IF POSSIBLE-' \ BRICK SUPPORTS OR SOLID CEMENT BLOCKS �uu CRUSHED STONE TYPE "K" SOFT COPPER '`---CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS, FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE, AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 VARIFS WATER MAI BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). �•-•--2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING I�LJIRf1nYCU t1VItV7 t'11111VbJ NOTES: • GATE VALVE WILL B€ W UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"XVTEE. • REFER TO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE, • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. a USE 2500 P.S.I. CONCRETE, LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 d COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 METER SIZE DIMENSION A DIMENSION B DIMENSION C 2' 371' 5'0' 3` , 3' 5' MIN, 10` MIN, 4' 5' MIN. 12, MIN, GREATER THAN 4' PROPOSALS WILL DE SUBMITTED. DDDR HINGES _ _...._- � ---- 1 I ' I 1 I I i I 1 I 1 LIFT HANDLE L._ ---_..._ ---------- TYPICAL METER VAUL- N.T,S, FIG. W-7A TD--14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ !NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 4LUMINUM ACCESS AATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10, --r (270•) 18"-22"VALVE BOX 7 cD. Fr. #68 STONE 42"MIN 1;11 " 6" GATE • VALVE 8,. X 6„ TEE 2500 P.S.I. CONCRETE BASE AND THRUST ` : ;�, .; :� i�'yy ;`,o`:• ' BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL 1S DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. N OTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FiRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE 1S ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, _ FIG. w-4 TD-8 PLACE 5' GALVANIZED WITNESS " POST WITH A CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED, MARKER LOCATION MAY BE SUBJECT -¢ TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� 1� o i tf ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z U z � cV -- M.J. GATE VALVE ----- WATER LINE 1q ,'•8 2500 P.S.I. CONCRETE $ 4 2'x 2' BEARING AREA. THRUST BLOCK q 4 y 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. `N-5 TD-9 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K" •.---..� �� ° 01 SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES, 1'x1'x1' TEE ❑ ® ❑ NOTE: NO SWEATED FITTINGS 2' DUAL SERVICE R. 1' COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL V TYPE 'K" SOFT COPPER � (D FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE MIERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON UD FINISHED GRADE BO�CLK141N0 METER BOX Yi OUTLET) 3V MIN. COPPERSE.TFEB 1/8 BEND COUPLING ems_ T METER CORPORATION STOP BRICK AS \.1 Eye °•.r; °. NECESSARY SAND DR DUST UNDER r. . •. ;h. .F_;:.�,.. �tn .�:l7; 4" DIAMETER DRAIN PIPE, 12- '!�'%:�'T�ri;, SOX AND SETTER (2-INCH MINIMUM THICKNESS) i?f e'I,r.-': LONG STUNS POCHET, VDOT t:`'.<�S: .''s`T`�. 'a�?.;•+!';;t,i: SPEC. 203, NO, 57 AGGREGATE W,�,,,., �t�.�,�:.:,•�n,�.:. ::�, TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A - FOR BENDS 8" & SMALLER USE STRAP ON BEND WiTH ANCHOR BOLT ON CENTER LINE OF BEND, USE BRACING STRAPS - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS j AS SHOWN. D T 4 BARS ® 12" ON CENTER) i FOOL R 12, `- BENDS & LARGER �^ B v --- �� CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND PIPE SIZE A B C D E F 4" - 6' V-9' Z-3" 2'-6" V-2 2'-0' 1 1/4" 8" 2'-3' T-0 2'-6' V-6 2'-6" 1 1/4" 11 1/4• IV 2'-9 S-9 2'-6' 2'-O X-O" 2' 12' 3'-0 4'-3' 3'-0' 2'-3" 3'-6" 2- 18" N-6" V-6" 3'-3' 3'-0" 4'-6" 2 1/2' 4" - 6' 2'-6" Y-O' V-6" V-8' 2'-6" 1 1 4' 8" 3'-0 4'-3' 2'-6' 2'-6" 3'--3" 2" 22 1/2' 10, 3'-3" 5'-O 3'-0 2'-9" 3'-9" 2' 12' S-9" W-3 3'-0' Y-6' 4,-A 4'-3" 2-6` 22, 18' 5'-0 T-8 3'-3" 4'-0" W-8' 2 1/2' 4" - 8' N-V W-D T-O" S-3" S-3' 2 1/4" 8" S-6" W-6 3'-G' S-B" T-9" 2 1/4' 45' 10" 4'-6" 1'-6 3'-0" 4'-3" 5'-O" 2 1/4" -0 W-9" 2 1/2' 18" w-6 11'-O 3'-9" 8'-Q 7'-3' 2 1/2' 3" THREAD 11 fi N 1 NOMINAL INSIDE ' 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE #4 BARS ® 12" PIPE BEL ON CENTER FO 12" BENDS & CONCRETE CLASS "B" 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 4 6" MINIMUM 4' MINIMUM 4 Q. 1 a 4" MINIMUM 4 a 4. NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum Certification of 95% compaction required Galvanized Steel Beam,Q4 W12 x 14 (min. size) 3' min. penetration into undisturbed soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B ASTM A36 AND HEX NUT ASTM A588 (TfP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DiA SOIL (TYP) ALL -THREAD ROD l ,>," "•; WATER MAIN ' z2 ® W VALVE 24"MIN^ : x •-r' UNDISTURBED EARTH PLAN CLASS A-3 CONCRETE 4' •,•'j'' -MEGA-RUG MIN •. N 18" ELEyATION UNDISTURBED EARTHJ 4' TRENCH 24" MIN WIDTH ~ MIN z 1 � 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 UNDISWR13EU SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig, W-3C TD-6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES ` I 5' 1 4! { j 1 5' 1 WATER SEWER '`-O C7 G7 Ce £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER --'-- 30' MINIMUM x SEE PART 3, PARAGRAPH DJ SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS 8c EASEMENT WIDTHS NTS FIG. W-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Agi INITIAL BACKFILL--,Q 214I II o" IBM 6" BEDDING `rzx:'" #68 STONE * STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 11 4'MI INITIAL BACKFILL JIMI UNSTABLE B" B" B.. 8" SOIL-,,,,,__ MIN. t MIN MIN #68 STONE GRANULAR FILL AS =:'...: �•;'' APPROVED BY ACSA STD I kbCK 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 8c BEDDING NTS FIG. W-2 45' -- 2 ax L - - -•i c 45 MCI PLUG 'i I 1 1 FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. /r 4,5' "`\ rnln BEDDING AS M . REQUIRED i >r' z u v d z MN T T SECTION 1-1 SECTION 2--2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2,50 2.50 3.01 0,24 4" & 6" 45 2,00 2.25 2.60 0.15 2,00 2.25 2.50 0,15 22 1/2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 221/2 2,66 1.66 2.66 2.16 2,77 2.69 0,26 0.13 3,16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0,83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 1 4.qq 2,83 0.52 22 1/2 2.33 2.58 2.86 0,24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 IW tu F. I L . W., 'tea' 9/ I5/ 2021 4. M >_ O 0 M v N N > E W E aj QI~y,'' U. O LULUO T`v-i a Ce J U 000 Z J - Lri O LU hi O ~ !1 V) N �^ Z!J 1 ate.+ M tY -�•�`r U O-I Ln W 0 �a �V 1_I,� -V >CN tO O tZLIWW Ln IZ o N W O O D �m � U U U o LU Z Z Z U U U aaa 0 000 C7 j O LLI � � 0 LU I ~ \ O Ln Q Z O cnl DATE > � 311812021 O r DRAWN BY C. GAYNER ® DESIGNED BY • C. SHIFFLE7T CHECKED BY • C. SHIFFLE7-T ® SCALE • N.A. • W IL V J H 1 z LL! U) W O� Q I f I LU Q LU m W Q O W Uj Z �- 0 O LL.I U Z 0 O O i O V 1 JOB NO. 40919 SHEET NO. C1.03 0 c ai 3 c O O 3 c L i ff SEWER SERVICE LATERAL CONNECTION NOTES: '�} Ora Fj ROADWAY q 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL 1S INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN, 60' DIAMETER MANHOLECLINT .�'� 1 LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE REQUIRED, TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED' T4 THE MANHOLE. o c 1� g� q f4 If DROP MANHOLE PVC CROSS Z :t . 7 a ; o n 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER lAAlhl SHALL ' y w.wP,) �s1,j p7 PAVEMENT BE CONNECTED USING A PIPE SADDLE. USE: APPROVED FLEXIBLE RUBBER y �2, a BOOT, O� 9/ 1�/ 2021 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT } ° 3000 PSI CONC. BASE -- , COATED STEEL BAND OR STAINLESS 42' IN, EMIN 0.25' MIN. THICKNESS 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". �* �o A 6' GASKETED o2 a STOP COUPLING BENCH SLOPED TO FLOW y� STEEL CASING INSULATORS q2, 1 STEEL CASING f { 112 CONCRETE FILL BOTH ENDS 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER - 27' ° CHANNEL 1 /4" 1' MIN OF 3 FEET. ;'' DROP PIPE y i I 1 SALT .A p PIPE STRAPS (STAINLESS STEEL) `` "' '' ':: �1 m 1= r TREATED SPACED EVERY •. 2' VERTICALLY .: ' '"• • s - "•_ nr r �� ,� O N 0 2'-0' 7' OR B' 7' OR 8' 2'-0' 2, I GROUND FINISHED GROUND MARKER 90' RESTRAINED BEND I / - BRANCH > UCTILE IRON PIPE I 18' ❑R 20' JOINT DF D,I, ( `� ; INFLUENT 4 PIPE IP " T 12 - • - / } - w aj E - RESTRAINED JOINTS) A' > o °' / / T ~ W NOTE: 1• STEEL CASING TO EXTEND 70 BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF P o p. • a q a Ott a a • • a a ,ad . • SEWER \ r U (.f :tj Q LL PAVEMENT, WHICHEVER IS GREATER. a PIPE 2„ 0 2, ENDS OF CASING CAN BE SEALED USING APULL-[JN END SEAL GASKET IN LIEU OF CONCRETE FILL. PLAN 4 L O IU 31 MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT. Q J WATER PLUG END OF PROFILE Lu o M O TYPICAL STEEL SLEEVE INSTALLATION MAIN LINE SERVICE LATERAL SECTION MIN, 6' BEDDING WITH NO, 68 STONE °- U) C:) N cD W a~ UNDER ROADWAYS 45'0'0" 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO FLEXIBLE CONNECTION NOTE' o d 12 N°T.s (2) FEET. WITH STAINLESS STEEL ALL CONNECTIONS TO Ln LL i FIG. W-10 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 a' v THE DROP FITTING WITH STANDARD GASKETJOINT, BE CORED AND A FLEXIBLE = v N z z z 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPEJOINTS. STRAPS SHALL BE MADE OF ! CONNECTION BOOT INSTALLED = V Q F_ � tn^ w W W STAINLESS STEEL. a Ln 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT 0 4.1 N V) � O O O "'- -'-' - -- IN LINE WYE-TEE TO SPRING LINE Of MANHOLE INVERT. CL PLAN S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT A5 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN � !- 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE. ACCESS STEPS. O O OCO VARIES 7. MINIMUM 72." DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR n / SHOWING O I! Y I N G BRANCH T E - IN (a) t• (zsmm) aA) f s/Y 27 "ai�a,ar() DA I TWO 8" DIAMETER DROP CONNECTIONS. CIA cu ° [699mmj� (38mmJ Z(687mmJw� I- (,78,, SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS 0 p o 0 0 N.T.S. N.T.S. DIA FIG. S I-B FIG. S-2 FIG. S-1-C2 o w w w w e!B (Y ���/O j Li6mmJ TD-33 TR-30 TD-27 � j914mm] [BBOLu mm (` i-FW4fE SECTION [�mm] I [20mim] t a (e,mm) LETTERS L f (RECMED cLusR) f (asM"I 1 L p� `r , 773m.] w ,-, = Q W Q O �\ (v O CN In 5Pr11 (79mmJ {7 3 13/16. 0 22 13116" [54rnm [97mm] (579mm] e 25° 13/8" 0 11/1B' [35mm] g/1g^ O.D.OFBGKT GROOVE [17mm] \ E N E "'�` E FRAME COVER SEE FIG. S-I--D, E FRAME &COVER (SEE FIG. S-(-D,E) O H DATE CAW SOLI [34mm] SECTION VIEW 1/4" (8mm) pL1 N L« x-E ASUMBLr NEOPRENE GASKET DEWL ! p ^ x 4v E wEn 'n STREET SURFACE OR STREET SURFACE OR 311812021 I SEW1600" ROBBER PART# DD981045 2) C ORE [Smm 1 5/8" (Z) BLT Hp( 5/&-t,XJ t/2 S$ (I 2400" (41mm Purl} DD981asO ut . E (�,� p p EI > E p i_.._... J J L) J O NON PAVED AREA NON -PAVED AREA p ( 6 1/z° _ U CCff x y- E SLOPED AREA SLOPED AREA -� DRAWN BY mr-C 1 1/8" (19mm) 1NA 8055 f 3mrn •63 OU1. STAINLESS 51Ec1 ROD �) WSf1R 5/8 10 ,.50 OD � PLAAIVIEY! [ PARr# 009Bt}78 � W `-� L-.,. E EU + �^�' m ° ' ' =�' ,r•:r 'dY1:'.;>:�:5,:n;h'..{ '.r}-••• �� , i+.f . PIGKBAABLGCKLUGHOLEDETAIL NOTES: 2) NUT H% 8/8--11 ZN frYL'C PART# oo9a,z8a 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME h COVER. (2) NUT US .I 5/8-77 ZN 2. ALTERNATIVE DESIGN FOR COVERS WALL SGS I f uu W N,-,. ^ >o 2'_0" RUBBER COATED STEEL STEPS 1'•-0" MAX p OAST IN PLACE 1'-O" MAX C. GAYNER DESIGNED BY O FRAMES U SO R SIMJUA PART# OD981128 }. COVERS SHALL HE FD(ED TO FRAMES PATH LOdONO LUGS OR SIbfIDP ASA LY. (Z) f9}5R LOCK LUC O � o PRECAST REINFORCED CONCRETE -2' 0" TYPICAL WATERTIGHT (StiDRn PART# 00,935D6 .a, 9 z �E�� pE aECt O Q; a SECTIONS WITH "q" RING SEALS • MANHOLE FRAME & COVER LOCK LUG ASSEMBLY ,,/ V� A En� Ex a OR APPROVED EQUAL 'd d C. SHIFFLETT N.T.S FIGSI-E cf4aE41 c1,..,., w s w `� 3'-0" MIN ` RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE e TD-32 p a THE DROP CONNECTION SHALL BE CHECKED BY o LW /j DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND PRECAST REINFORCED SECTIONS 1 E- E N COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING CONCRETE 12'� MJN 0' RING SEALS � 16 MAX;�1�i' ® C. SHIFFLE7T SCALE ^ N W 16" MAXI STONE. MINIMUM ELEVATION • - ��U DIFFERENCE ACROSS M.H. 5" 4'-O" 5' • N.A. �H C.i E ID E �� p MINIMUM ELEVATION DIFFERENCE 12"MIN 1z"MIN FROM INLET TO OUTLET zo >w ACROSS M.H.ldHFROM INLET TO .'ALL VARIE ". Q BE 0.20 FEET. vom OUTLET SHALL BE 0.20 FEET CONCRETE VARIES • l\ ." A FILLETED INVERT FOR A SMOOTH DEPTH .OF FLOW j FILLETS CHANhIEL TO BE A TRANSITION OF FLOW BETWEEN __j__ 3/4 DIAME"FER OF , 0 O +• ,••. INLET & OULET PIPE SHALL BE INLET a t '� PROVIDED. CONTRIBUTINGOF- a ,. SEWER. Q d• d " 12 • A FILLETED INVERT FOR A SMOOTH - REMAINING BACKFILL SHALL z 3/4 DIA OF LARGEST PIPE IN MANHOLE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE W NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY �^ `} E r "^ p c1 E It E Q> 10 E o f v MIN. 6" BEDDING WITH NO. 68 STONE PROVIDED. MIN. 6" BEDDING ( n DIMENSION r a n NOTES: NOTE W/ NO. 68 STONE v 24"MI INTIAL BACKFILL* N" b°iu - "' °� ¢ U- 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 8"IMIN EMBEDMENT (6" LIFTS} * THOROUGHLY COMPACTED O O 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 SPECIFICALLY 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. SPRING LINE BY HAND OR APPROVED INSIDE AND OUT, OF PIPE MECHANICAL TAMPER SI 4. SPECIAL CONSIDERATION SHALL 8E GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED HAUNCHING DESIGN ON SEWERS WITH STEEP SLOPES. INSIDE AND OUT. No. 68 STONE - -- BEDDING 6" max TYPICAL MANHOLE SECTION 4" min TYPICAL MANHOLE FRAME & COVER FOUNDATION (SHALL BE �-REQUIRED TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH TIE-IN WHEN SOIL N.T.S CONDITIONS ARE UNSTABLE FIG S+D N.T.S ALL PIPE) TD-31 NTS FIG. S-I-C FIG, S-I-A t i z TD-28 � TD-25 ad W PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE NOTE ¢ �^ 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE -ASTM A58 AND HEX N(If WITH PART V, SECTION G OF THESE SPECIFICATIONS, > U) BACKFILLED ENTIRELY WITH NO. 21A STONE. ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED ^ LLl J 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED » AND COMPACTED, AND ALL STONES REMOVED OR A 4 BEDDING OF NO, 68 STONE SHALL BE PROVIDED' �-�""'-- salL (TYP) 2 - 3/4" DIA / ALL -THREAD ROD, :,•,•. SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE FRAME & COVER - . • ''. • '. 9 :� .; A;• ; .''" c. .,� i...� � O Q '•; SEE FIG, 5-hD, E 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" .> e':: WATER MAIN SET DOGHOUSE BASE a R� EXISTING SANITARY ON W m Q BEDDING OF NO. 68 STONE " ., z PRECAST REINFORCED CONCRETE "0" CONCRETE BLOCKS SEWER PIPE r� w g SECTIONS WITH RING SEALS OR APPROVED EQUAL DOGHOUSE OPENING SHALL '•' s ' ;. a ;' MIN. 12" CLEARANCE BE PREFORMED BY �a' ' ' r W Q W VALVE --�~ .1. 2' -0" ° 1'-0" MAX MANUFACTURER OR . BETWEEN EXISTING PIPE SAW CUT TO FIT PIPE '; AND STONE BEDDING LL \ O U) 24"MIN v OUTSIDE DIAMATER •" . ,d:a PLUS B". UNDISTURBED EARTH PLAN - A FITTING MAY BE REQUIRED '.,,•j ;r TYPICAL SEWER PIPE o d WITH ACSA APPROVAL. ; No. 881 STONE BEDDING INSTALLATION IN TRENCH 4 -,'i GLASS A-3 a°"°BETE + SOLDXCONC CONCRETE BLOCKS z -'A. x MEGA -LUG MIN3'-0" THE DROP CONNECTION SHALL E MIN DUCTILE IRON PIPE (CLASS 50) �� WALL E(4 EACH)DOGHOUSE MANHOLE BASE W NTS ,s .. " p BACKFILLED IN 6" LAYERS AN A {j LNG Q 5., COMPACTED BY HAND TAMPERS OR a SELF NO FIG. S-3 ai + ; :jILrg°8r��sr ° ''-• • .' 7�^>:f°°''� ° -" BACKFILLED WITH -COMPACT STONE. MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING MIN 12' MIN 16" MAXI . ' MINIMUM ELEVATION DIFFERENCE 4 ACROSS M.H. FROM INLET 'TO BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT Q Tp_3q. 18" 5., FEET 6"x6" POST €LElfaIl1N( UNDISTURBED EARTt ; OUTLET SHALL BE 0.20 p ' 12-MIN A FILLETED INVERT FOR A SMOOTH Q O 6' + @ 6' O. / C. _ 4" TRENCH 4° MIN WIDTH MIN !12:"MIN VARIE TRANSITION OF FLOW BETWEEN a INLET & OULET PIPE SHALL BE a. PROVIDED. ALLOW CONCRETE TO FLOW A MIN, WRAP EXISTING PIPE WITH O 6"x6" POST 2"x6" RAILS FITT= DIMENSION VARIES WITH SLOPE. GASKET MATERIAL 1'-0" BEYOND BASE ° ;NEOPRENEFOFILLING OF STRUCTURE BEFORE FILLING THE OPENING - - s 2 LLuCORROS 12" L� �.,,e• VE STRAPS, BY ON NON- EACH SIDE OF OPENING 3 4 DIA OF LARGEST IN MANHOLE LACE N. CCONCIRE� PIPE �. 4'-0" 2"x6" RAILS ° 1 � MIN. 6" BEDDING WITH NO. 68 STONE _ 3,000 PSI BASE FOUNDATION SECTION VIEW I N 1. BEDDING THICKNESS REQUIREMENTS 5FIQWN ARE MINIMUM AND SHALL BE NOTES: _qF NOTE: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE 2, 1• CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW O FINISH GRADE 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED FLOW TO THE EXISTING PIPE. 1 62" 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 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" CONCRETE FOOTING NOTES: 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN 2'-6" 3,000 PSI @ 28 DAYS -ALL LUMBER TO BE PRESSURE TREATED ACCORDANCE WITH THESE SPECIFICATIONS. - -ALL FASTENERS TO BE GALVANIZED L CROSS ANCHOR RESTRAINTS FOR VALVES TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE JOB NO, 4°vDOT#57STONE WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION NTS 40919 --I12" MIN.I-- NTS N.T.S THREE -BOARD FENCE DETAIL Fig. W-3C - FIG. S-1-CI FIG. S-1•--A1 SHEET NO. TD-B TD-29 TD-26 No Scale C1.04 a? 0 m 3 0 2- N L m N 7 N s 0 m s v, a Cu r Cu CL Lo 0 3 C L 0 E .2; �' �e :." -0 - 2E 4: 1�i M - - N Q zii , 0 E 0 a: c� �� _1� V 0 E 0 z 0 u 0 i LO x w 1� 04 0 6 � . "' I I 9 I 0 . 11� -0 0 1 , :5 . 10 dl 1�1 c, :�: M � . . � "'i ... L EG71AL , , . . , . f......... 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CRITICAL EROSION AREAS EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION CONTROL. ALL SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH BLANKET MATTING. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS A PORTION OF THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO TWO BIORETENTION FACILITIES LOCATED ADJACENT TO OLD LYNCHBURG ROAD. THESE FACILITIES HAVE BEEN DESIGNED TO MEET STORMWATER QUALITY REQUIREMENTS. ALL OTHER AREAS WILL SHEET FLOW INTO THE SURROUNDING VEGETATED AREAS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09, 3.11 & 3.12 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA, 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. TEMPORARY SEDIMENT BASIN - 3.14 A TEMPORARY DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE IS TO BE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. 7. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3, PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3,36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS, 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES, IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEETS C3.03 & C3.04) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. 3. CLEAR AND GRADE SEDIMENT TRAPS, BASINS AND ASSOCIATED STORMWATER PIPES. REFER TO GRADING AND DRAINAGE PLAN ALONG WITH PIPE PROFILES FOR ADDITIONAL INFORMATION. 4. INSTALL CULVERT PIPES AND ASSOCIATED STRUCTURES. STRUCTURES 100, 102, 122A, 124, 126A, 500, 500A, 502, 504, 506, 508, & 510. PIPES 101, 123A, 125, 501, 501A, 505, 507, & 509. REFER TO GRADING AND DRAINAGE PLAN ALONG WITH PIPE PROFILES FOR ADDITIONAL INFORMATION. IMMEDIATELY INSTALL CULVERT INLET PROTECTION FOLLOWING THE INSTALLATION OF ASSOCIATED STRUCTURES. 5. INSTALL DIVERSION DIKES, CLEAN WATER DIVERSIONS & INLET PROTECTION. 6. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 7. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE IIA (SEE SHEETS C3.05 & C3.06) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UPHILL FROM A SEDIMENT TRAP OR BASIN HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTOR, REMOVE THE SEDIMENT TRAP OR BASIN. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. PHASE IIB (SEE SHEETS C3.07 & C3.08) 1. RELOCATE INLET PROTECTION ALONG HORIZON ROAD WHERE SHOWN ON THE PHASE IIB EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2, FINE GRADE PROJECT AREA ALONG HORIZON ROAD. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 5. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. 1010RaLila wfflV�T C M AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1, PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2, DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6, SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED, MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13, WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.' F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 16 - CHEWACLA SILT LOAM, 0 TO 2 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT POORLY DRAINED, HYDROLOGIC SOIL GROUP: B/D 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, EXCESSIVELY DRAINED, HYDROLOGIC SOIL GROUP: B TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 -AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 200-250 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS * 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN MINIMUM OF THREE (3) UP TO FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA. 125 LBS. GENERAL SLOPE (3:1 OR LESS KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP ** 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP ** 20 LBS. CROWNVETCH *** 20 LBS. 150 LBS. * PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL TEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER AND EROSION RESISTANCE FOR SEEDBED. ** USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: MARCH, APRIL THROUGH MAY 15TH .............................. ANNUAL RYE MAY 16TH THROUGH AUGUST 15TH......................... FOXTAIL MILLET AUGUST 16TH THROUGH SEPTEMBER, OCTOBER...... ANNUAL RYE NOVEMBER THROUGH FEBRUARY................................. WINTER RYE *** IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale M E 0 0 N V N N >E LuLu E H LL o LL Lu O a J U 'C'n Lu a OrN N zLu a' 0 to LL oa U j Ln �- Ln NN cn d- 00_j kLu O a V U) w O W W W H OU OO O0 W W W � a a 0 Q a � � � " 1 N O O Lu Q Q DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT' CHECKED BY C. SHIFFLETT' SCALE N.A. W V U) J Q H � > W 0 06 W z �- W O a Z w O 02 _j z Lu a O > U O � LL Lu z w O c W QG W 06 0 z O O W 0 Z ry W O Vl JOB NO. 40919 SHEET NO. C3.00 0 _ 0 In ca N 0 a 0 0 tn 0 Cu cu 0 ID _ 30 2 U (DU) z 00 12.2E o2i _ T � 00 v = =0 �o N d U 0= 03 U) Z N O m �CL x �0 0 0 r= � o Q� o '3 0 0 0' N w U N x = 00 U U L � N c9 = � U �o 0 E :76 U @ o � -0 = A� 0-0 U o = N 0 fn U -0 _ M N tN = C:0 U a0 0-0 L wI I 1��- L TOE RE+Q UIRE+IIVIEINTS' F'OR BANK STABILIZA TION FILTER CLOTH UNDERLINER (PREFERRED) t r t GRANULAR F IL TER TOE REQUIREMENTS FOR BANK STABILIZATION No Scale ..................................... Wet Storage :.:..:...:... rSEE SATE 7I } Wet Stora e Require c 9 . rl t.: Y) f67``DA) 133 3. Bottom of Stone Weir (ft) 417 4 ......................... .......... ......................... Wet Storage Provided at thin Elevation (cy) 200 4': s:rresr OFsrnr+r WEIRi ^r �k"'�,,q II I ..... DRY STCP.AIIX t VVRt?�t.ET . j ..... WET SFJRAI F Y MAK, i (EXCAVATE6) � 1rk Cw4rt€ A,tt, r4kh trNftU++O V 9tV. 7;<XP E WXRE"I'E�9 CtA$$ X aPPAP ...... 11.1 .......; ................. ... 'Coarse Aggregate Shall be VDOT #3, :............................. 9357 or #5 Elope of Wet Storage Sides ................. .......... ...... ......... ............................. ;............................................... ......................................................................................<. ...... . ......... 2:1: ...........:....................... ......... .... ............... .... .. ............................. ... ...... ............................:............................................................. ....................... Weir Length (ft) (6XDA) I ................................. . 11.9. ..... .. D Storage- Dry._ .................................... Bottom o.. Trap Elevation (ft} 491 Dry Storage Required' fY) f67DA} 133 3 .. Bottom Trap D€mensions 40' x 60' .. Crest of Stone Weir 419.0i .. ........ .. Top of Dam Elevation (ft) ...... 499 ....................... Dry Storage Provided at this Elevation (cy) ..... 245.2: Top Width of Dam (ft)' ......:.:..::::::::::::::::.. 4 Slope of Dry Storage Sides 2:1: ........ ............... Top Trap Dimensions: . . . ..... .. 56' x 8R ; TYPICAL VESCH TREATMENT-2 SOIL STABILIZATION MATTING INSTALLATION � -, 4 \ \a f 1j/1,"N" 0 Q�5b � / � - - jw" \ \\ - w - / ENTRENCH \ dlw EDGES OF -I_I l / MATERIAL 6" CHECK SLOTS TO BE CONSTRUCTED AS PER MANFACTURERS RECOMMENDATIONS. FLOW `/ 5' uw++'Mt 1 2 -'I �i • :T TRANSVERSE CLOSED CHECK SLOT UPSTREAM AND DOWNSTREAM T TERMINAL �� // a 3.13 S CEE)_ SEDIMENT TRAP 3 SOIL STABILIZATION BLANKET (TREATMENT-2) No Scale No Scale .......................................>...._.................._...........,.._...___..... ..... Wet Storage:" .............................:.......................................I......................... Wet Storage Required (cy) (67*DA) Bottom of Stone Weir (ft): Wet Storage...Provided at this Eleva ........ ......... .... ........ ......... Elope of Wet Storage Sides •e Crest of Stone Weir ............................................. . -- Dry Storage Provided at .. ..... .................... : ........ Slope of Dry Storage Sic 175:5 417.4 189.4 ................. 2:1 I . I NAL CREST OF `MN£WElk: ILVI &V( STOP.AtaE \_ WET (UCAV TEV) (EtcA'1at�fij �/ SEE PLATE, 3.f 3-1 Weir Length (ft) (6xDA) ............................................................................. Bottom of Trap Elevation I ..:.... ..............................::..............................:.:... Bottom Trap Dimensions: Tap of Dam Elevation ..fit) Top Width of Dam (ft) ....... .... ... .......... Top Trap Dimensions H I'O, � kp YhRi�-Y.£• ... . a 3.13 a 3.13 SEDIMENT TRAP 1 SEDIMENT TRAP 2 No Scale i I No Scale ISediment Basin #1 Design ... - ........ .-------- .................................... ...... >.............................. h+U1. 1' Wt SPtEl.YYAY 2' WIFHOUT ..... CREST Or EMERGENCY SPILLWAY Drainage Area (acres) 5.78 Basin Volumes DESIGN HIGH WAITER (zs-Yri. sTor+M EL) .... . Elevation (fit , Contour Area (sf) Volume (cy) . 418 3010 < "' �_a .....I. .. ..... 421 4625 424 2 _ -RISER CRT ES 421 5855 388 1 .. C4?Y ' STOfiAOE +i d DEWArERI OV4CE 426 7780: 757 5 , wer • srona+£ ,. v.... l € SEDIMENT CLEANOUT PONT ...........................CEO . .... .......................................................... ......... Wet Storage ..... .............................. ...................... .. ...... .. .. : Wet Storage Required 6 tarn R u€red c 7 DA ..... q............- Y�.t ) 38 2 7 : ___ ...........................................:... t Design High Wa er ................................ 424.0: Dewa watering Orifice Elevation t n El +ra n ft (:. 421,0 To of Da m (fit: 426 0. ...._ ...9 .. .....:. .. ........... Wet Storage Provided at this Elevation c g f Y} ........ ........ ... 424 2 ..... ..........:. ...................................... To Width of Dam ft fs f ): ...... ................................. 40 Available Volume Before Gleanoi.it (cy) (34*D?; ........ .......................................................................... .. 196.5; .............. ......:. : Bottom of Basin (ft) : 418.0. Cleanout Elevation (fit) .... 420,00 .................,... ........ ..:...... ......... ............. .. :Approx. Botto .... .. .......................... ....... Distance from Cleanout to Orifice (ft) (> V) 1.0 ...., _... ....._..... .. : Upstream Face Slope: ....... ....._..I..... 3.1; ............. ......., ..: .. ....:........................ :............. ..................... ........................ ..... .....:. ......... ... , » :... .....::.. .............. Downstream Face Slope: .:. ........... . 3 1: Dry Storage .................................. -.............-....., I.l Dry Storage Required c .......67 DA ....... g . ...q f Y) f.. ...�..................... ....... . . 387.2 ,...... ... . . :Baffles: No Riser Cre t EI vati n fit s e a 424.0> t Len h of FIoW L fit g a f ) 1 5 3 D Storage Provided at this Elevation c ry.".""..""",l.......: ........ . ..:�.. E w.:..;... 4...Y�,..... 388 1..... Effea{ive Width �/e (ft) : 60 . _.. t D ameter of Dewatenn Orifice in g ..."....... 5.0 . ....... ......... ......:, ......... ......,.. ... L 1 We B flies re uired if 2 a f q ) , _ "'." ........ 23 Diameter of Flexible Tubing (in} (Orifice+2) .............. .. 7 0' .. ... ....... ............... ............... ........ . ... .......... Collars: No Runoff See Routing in Cale_ B ( 9................ Book) ........ :....... ...... ....... .... De11pth of Water at Spillway Crest (fit) ..... ..... 0: C Use 0 5 for Bare Earth) s 4 E f ) ...... ...... *.. 0.45 S a U to f strea ace Z 1 m F. pe p f ) 0 ............ .... ........................... .... .. Te (min) 5 Slope of Barrel (Sb) 0: 12 r 3.69 Ct 2 r Y p Y 9.6 € Len th of Barrel in Saturated Zone Ls 9 ( ) 0 125 r 6. . ................................ :......85............... ................ Q..25yr! ................ I........................:....... 17.8 ...... .. ....... ................................ ..... .... ................. ........ .... Number Collars Requ€red.......................a........ .................... ..... ............. .... ..... .... 0 ...................................................'.......................................... I ................ ...... Dimension of Collars ............ l.....:....................... N A. .. PrincipleSpillway, _......... . "", _.........:........................... :.....................i ...................: ............................... a. ..................:.............................................................. ., :....... Available Head (fit) 1 0; ....... :.. ............. Emergency Spillway ........ . ........................ No ............................ ........... .. ........ Diameter Riser in f) . 48' .... Bottom Width ft f) .................... . 0. Diameter Trash Rack (in) .......................................................; 72`: ;Slope of Exit Channel (ft/1 0: .................................. ............. Barrel Length rr l L h ft g..... () .......... ............,............................................................................................... 1 37 ........................................................................................ length ngth of Exit Channel (ft} ... 0: Diameter of Barrel (in} .........,.:., .. ...,.:. :..,.. ,,...,,:,..,,,..... ....... 24 ........ .........., Crest of Spillway (ft) ........ ............. :.:...... 0 .... ;............................,...... Barrel Inv. In Elevation (fit) 421 00 ...,. .............. ...... , ... .. , ...... .. ,. 11,1111. Barrel Inv. Out Elevation (ft) 418.95 . . ............................... ...............:.............. ....... ..... .. ............. CiH) UT LN EDIMENT BASIN 1 Scale ................................................... .. .............................. .__ ._. Wet Storage: .....:. :..,: Wet Storage Required cy)..67 DA .. .:........... -, ............................. .......... ............................ Dewatering Orifice Elevation (fit) ....... ........:... ...... ..................................................................., Wet Storage ePro Provided at this Elevationc Available Volume Before Cleanout (cy) (34TA :...:::: :::..:.:.... Cleanout Elevation (ft) ......... .... ........ Distance from Cleanout to Orifice (ft) (> V) Dry.. Storage: ......................... . ............................... Dry Storage Required (cy) (67*DA) ......... ...................................................................... Riser CrestElevation(t) Dry c Storage Provided at this Elevation . .............................. Diameter of Dewatering Orifice (in) Diameter of Flexible Tubing (in) (Orifice+2") Runoff (See Routing in Calc. Book) ............................. C(Use 0.45 for Bare Ea rth) ) To (min) ) 12yr 3.69 Op 2yr :................................. ........... I25 Y r I6.85 Q 25Y r 3.14 a SEDIMENT BASIN 2 No Scale MIN, +' WI SPILLWAY 2` WITHOUT r-. -4 RISER CREST � C� RING a .................... � -o ....... SEOiM£P{!' CL£ANO" POINT `» TO 34 CiYOEREDU:'EO CREST OF EMERGENCY i SPILLWAY 491 1 Desi n High ate H W r g g 416.0 412 5 ........ .......................... o t?a Top fi m (ft) 417 0 547.7 ..,..... ................ ........................ To W d f m< ft , € th o Da P f ): ,. .. ...................... 6' 0 246.2 1:.::..................... Bottom of Basin (fit) ,I 409,0 411 5 :,:..: ....... ....... . ,Approx. Bottom Dimensions; ; 74 x 37 ....... ............. 1.0' ...._...,........... ....... ....... ............ . I Upstream Face Slope: ;.. ,... .. 3:1, ............. ...... .... ......... .... ..................... ... Downstream Face Slope. p . . : ...................... 3:1 >. ................ .:.............._ 491.1, ....................................:.....................................................:................................;_..... Baffles: : ......... ..................... Yes .................... ,.......................:.................................. 415.0- ............ ...:......................... ...................................... ..............;........ ;Length of Flow, L (ft) . .. .......... .. 10gi 655 6; ............ ; Effective Width, We (4) :.. , .. 30 .. 5 0 C L f We Baffles re uired if 2 ( q } ,... 3.3 7 0<' ..... .. ... Collars No ..,. ... .._. .. ...... - ... Depth of Water at Spillway Crest (ft) ................................ 0, .................... 045 ...... So o U s e I e tr am ace 1 f F Z P P ( ) ............... 0 5 Slope fS_rr So o Barrel P f } f} 12 2 Len th a Barrel i S t e e f n a urat d Zon Ls g ( } 0 22.6 INumber Collars. Re uired 0' ................................... ....................................._ _..............................................�.._................................................................-. Dimension of Collars : NIA: ............ 0........................ 1.. ; ....................... ......................................:.................. : Emergency Spillway. ;........... .............. .. .................... ; Yes .............................. ......... ......... 4 8' B t o id of mW th ft () , 8 ............. 72', ................................................................ . .... Slope of Extt Channel (ftf100ft) .............................. .. ........,............... 3.9 i Length of Exit Channel (fit) .... ............ ...... 0 .........................................4...8....:_..................... 36 ............. ........................ ........ Crest of Spillway (ft) ,. ..... I. . 415.5 ...... 409.71 ,... ................................<.........I... 409.00. .. . (H) C3 E O p N 6 N C E w 6E E +; Q ~ � 3 U- 0 3 U. QJ VCC) z °- LL-5 - Lri O 8~Oa" (A"N: a LU HZ _ ¢ LLJ � LL Q IJ 0 Q c't _ f_ I- = V>-0 W W W ~ p M - Z Z Z 4-J rN N W u a- "I-� � � o w Z Z Z ko i- : �) 0 O 0 00 Lr WWW tY Qaa 0 LLJ = vV'i vWi vWi ti M ti 0 � � � t- 0 " " W N O O = Q \ O Q ko z 0 n DATE H � 311812021 0 >_ DRAWN BY C. GAYNER . DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE7T e ® SCALE N.A. • T__1 IL W V U) ,J J J Q H I-_ W 0 0 �. 1 06 U w z �- W O Z 2: 1 _j a, _ O I:r 0 O W ~ I ED z J O WQ U O I-- W Z z O C) Z) W U G W C- �/ 0 L..L� W U) 0 06 0 Z OO 1 U) 3: X 1: QJ W �_ O 1z V ) �� JOB NO. 40919 SHEET NO. C3.01 0 3 -0 6 Zi ,_ > a) O M 3 m rn 0 Q CL a ,_ to 0 a) 0 >_ M >= to Ca 0- .E- - m 0 = >_ -0 D- (D 3 O a Of 0 C cD >Z 0 Lz wo 0 ,_ F-- 00 E a a C: 0 0 0 D.-0 U o= 0 (D = V Z N rn O 2 �Q :EX 0 o= >,� r= (D s o- Q0) >S Y VI M 3 N U C N O a)U �;2 2 0 0 I4 r-o 0 E -0 :3 c U N O - a a .- m -0 U _0 O = N ,o O U a 2 CUN V, (B U Q, ; !n 2 a .E L RYA' lLl�m .1 44044440# # It 0 � TEMPORARY RIGHT-OF-WAY DIVERSIONS PIPE OUTLET CONDITIONS�� ; 4? 70' MIN. 5.1 EXISTING r VDOT #21A 18 A A A 3' �� PAVEMENT ` T 111 �t STONE MIN. FILTER 6„ M A MOUNTABLE BERM TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION CLOTH' ' R (OPTIONAL) 1 SHALLOW BLANKET) SIDE ELEVATION$ 9/ 15/ ZOZI SLOPE t EXISTING GROUND 0 ° Nil, " 3do , ON SHALLOW SLOPES, STRIPS NETTINGt16 do I 3. I PROTECTIVE COVERINGS MAY BE APPLIED 7 70' MIN. ACROSS THE SLOPE. WASHRACK 10' MIN. 6' PIPE OUTLET TO FLAT e MINIMUM AREA WITH NO WHERE THERE IS A BERM AT THE LLL BE%RM i`FI'�i�i€� (OPTIONAL) .� M Fo CD DEFINED CHANNEL TOP OF THE SLOPE, BRING THE 12' MIN. MIN.EXISTING vi TYPICAL GRAVEL STRUCTURE 3.11-1 PLAN VIEW � 10 PAVEMENT N c RWD O MATERIAL OVER THE BERM AND STEEP ANCHOR IT BEHIND THE BERM. € € > E TEMPORARY RIGHT-OF-WAY DIVERSION SLOPE VDOT #1 COARSE AGGREGATE e [10.POSITIVE MIN. w Q E ON STEEP SLOPES, APPLY PROTECTIVE DRAINAGE TO w .N 3 No Scale La COVERING PARALLEL TO THE DIRECTION . MUST EXTEND FULL WIDTH OF SEDIMENT F- U � 3 INGRESS AND EGRESS OPERATION TRAPPING DEVICE ¢ u. •`-' 3 OF FLOW AND ANCHOR SECURELY. o w 0/°- PLAN VIEW Lu O ru M .:,���----• BRING MATERIAL DOWN TO IN� � A LEVEL AREA BEFORE 4 12' MIN. a oo cmv Lrj a ;:.;:•- I TERMINATING THE <;' _, i 1 (D 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO 3"MIN. w INSTALLATION. TURN THE TRENCH UPSLOPE ALONG THE LINE OF THE POSTS, SECTION A -A FILTER KEY IN 6"-9"; RECOMMENDED `; ;:' `'" 12 - 3" MIN. H - U POSTS. g-+ CLOTH FOR ENTIRE PERIMETER DITCH FLOW END UNDER 4" AND STAPLE un W FILTER CLOTH LL 6'AX AT 12 INTERVALS. o a d- o V 6' �� SECTION A -A N z z z z + A IN DITCHES, APPLY PROTECTIVE COVERING v ¢ �7 - tII r PARALLEL TO THE DIRECTION OF FLOW. 6'-7" Ln Ch USE CHECK SLOTS AS REQUIRED. AVOID I j O O O - -IIII_ A 3do (MIN.) JOINING MATERIAL IN THE CENTER OF THE p`• ;:.•;; ,.,x,.:;,::_,; > ., ,- a FLOW _ _ III_III- DITCH IF AT ALL POSSIBLE. 00 4 11=llllll�lll- '�II , -• z do �s REINFORCED CONCRETE DRAIN SPACE OU OU U PIPE OUTLET TO SECTION B-B w W w WELL DEFINED a a � CHANNEL BM 3.36-1 CE PLAN VIEW ti ti ti 3.02 0 0 0 8 O O = 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE L7 !� ! , THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. THE TRENCH. SOIL STABILIZATION BLANKET (TREATMENT-1) STONE CONSTRUCTION ENTRANCE 0 No Scale No ScaleLu I=- La LIJ TYPICAL VESCH TREATMENT - 1 (SOIL STABILIZATION BLANKET) �w�. c�\� ° INSTALLATION CRITERIA U 0/o 0 0 M ¢ �nrn I I FLOW r �✓ I I III I C z - 11 = III, I-III=11� I-III_I11 _ ry((^ :dj ANCHOR NOTES 0 -� -• � I hI I I -III- - can DATE SECTION A -A SLOT APPROXIMATELY 200 STAPLES REQUIRED GRAVEL CURB INLET SEDIMENT FILTER > FILTER KEY IN 6"-9"; RECOMMENDED PER 100 SQ. YDS. OF MATERIAL ROLL. -, CLOTH FOR ENTIRE PERIMETER ANCHOR SLOTS, JUNCTION SLOTS & 311812021 `� p CHECK SLOTS TO BE BURIED 6" TO 12". \ .-/ } DRAWN BY EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. �-J NOTES: 12" MAX. 4:1 OR FLATTER _-_-_--� C. GAYNER 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR JUNCTIONSLOT 6" MAX. STEEPER THAN 4:1 FILTER FABRIC- CONCRETE. CHECK SLOT EDGE AND END JOINTS DESIGNED BY _ I _ 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING TO BE SNUGLY ABUTTED I I I I I I I I I I I PLATES 3.18-3 AND 3.18-4. TERMINAL FOLD (JUTE MESH WILL HAVE I I \ C. SHIFFLETT LAP JOINT 2"MIN. (JUTE III-1�1-I�I _ 11=III=III= 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 STAPLED LAP JOINT IN I € I / / r • CHECKED BY INCHES. MESH ONLY) LIEU OF EDGE JOINT) I I I I I I I SF 3.05-1 TAMP FIRMLY I I • C. SHIFFLETT ANCHOR SLOT 5' MAX. 4:1 OR FLATTER 3' T I I • S SILT FENCE (WITH WIRE SUPPORT) C1 MAX. STEEPER THAN 4:1 + I 12 SCALE N I GRAVEL FILTER No Scale O I III I I I RUNOFF WATER WIRE MESH N.A. FILTERED WATER -11-1 Ll El Ll I II Il-11 (_I STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN WON CENTER EVERY NINTH POST SHALL CHECK SLOT Q.. • TAMP Z I I I :. .. ;: o;• - FIRMLY CHECK SLOT 1 I I I III I I I �' �: IT °° r--VAR.--r--VAR. - I 2„ N OO SEDIMENT CONCRETE O SLAPLE FORMED FROM NO.11 STEEL WIRE. CHECK SLOTS AT MIN. 50' C-C GUTTER CURB INLET CL Lo 8' STAPLE MIN. LENGTH FOR SANDY SOIL. INTERVALS; NOT REO'D WITH 12" 6" STAPLE MIN. LENGTH FOR OTHER SOIL. ALL COMBINATION BLANKETS ' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. JUNCTION SLOT J ' TAMP FIRMLY _TERMINAL FOLD [--12-� TAMP FIRMLY I--4 SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT FBI CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE 2" CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO \ W FENCE AS A TREE PROTECTION FENCE. 0O 2" CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND / Q UNPROTECTED AREAS. TP NO SCALE 3.38 OP 3.18-1 BM ZD CiH) IP 3.07- 6 1 06 TREE PROTECTION OUTLET PROTECTION SOIL STABILIZATION BLANKET TREATMENT-1 STORMWATER INLET PROTECTION W No Scale No Scale No Scale No Scale W 0 Q Z ERNST CONSERVATION SEEDS J 0 RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 SILT FENCE DROP INLET PROTECTION LJ.. SILT FENCE CULVERT INLET PROTECTION 2 X 4" WOOD DROP INLET WITH O < COMPACTED SOIL CWD TO HAVE VDOT FRAME GRATE LLJ ENDWALL STANDARD EC-2 BOTANICAL NAME COMMON NAME t MATTING ON UPHILL FRAME Q O I TOE OF 18" MIN. I I I I I 1 1 SIDE PRICE/LB p W ........................................... ........ .................................................. .................. FILL CULVERT - _ ` I I `' �_ FL _ 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90-�-- I + � , OW MAX. -- �. � _ ' l >UJ � U H J �rr 20.00 /o LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 3 Z LL R1 - - _ II(III - -� 'FASTBALL RGL' FASTBALL RGL' MIN. Q W .............. ;.............._........................._..... ........ - -................... ............... �✓ GATHER O C �- ........,....� (TURF TYPE) G ' MIN. y ice- EXCESS 4.5U _ AT Q I ui 20.00% PHLEUM PRA TENSE, TIMOTHY, 'CLIMAX' 1.20 u CORNERS -14 nr 4, TOE OF DD CWD 3.09-1 CLIMAX PERSPECTIVE VIEWS SILT FILL 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 Q FENCE 'DISTANCE IS U MINIMUM TEMPORARY DIVERSION DIKE 06 FLOW IF FLOW IS TOWARD No Scale 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 STAKE O z EMBANKMENT ALBANY PINE BUSH - ALBANY PINE BUSH - � � NY ECOTYPE NY ECOTYPE M O 0_ "OPTIONAL STONE COMBINATION FABRIC � , U) 8.00% AGROSTISALBA REDTOP 8.00 1 1.0' 1.5' I�� IIIII MIN. 0 lt � 100% MIX PRICE/LB BULK: $3.61 III- I I = W N SEEDING RATE: 40-60 LB PER ACRE �yDETAIL A ` WOODLAND OPENINGS FLOW J- 2•5' ELEVATION OF STAKE AND FABRIC ORIENTATION r THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX O "VDOT #3, #357, #5, #56 OR #57 COARSE h FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING SPECIFIC APPLICATION LC A n AGGREGATE TO REPLACE SILT FENCE IN " SSI ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET C♦ J HORSESHOE " WHEN HIGH VELOCITY OF FLOW RIPRAP FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE IS EXPECTED THE MIX WILL NOT. TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. JOB NO. CIP 3.08-1 IP 3.07-1 40919 CULVERT INLET PROTECTION SLOPE STABILIZATION SEED MIX STORM DRAIN INLET PROTECTION SHEET NO. C3.02 No Scale No Scale No Scale r. OUTLET PROTECTION # OUTLET # WIDTH 1 WIDTH 2 LENGTH CLASS OP1 100 9' 9' 14' CLASS II OP2 200 6' 16' 14' TYPE I OP3 300 3.75' 9.25' 8' TYPE I OP4 400 4.5' 4.5' 7' CLASS II OP5 500 4.5' 11.5' 10, CLASS III OP6 504 6' 15, 13' TYPE I 0 c ai N U 0 0 3 as W �0 a 0� 20 �V) z O n 0 o � T F cuo V_ c m 'u N a- 0 z� n z N D 2 �x o w r � ate.. Q 3 N U O N O a)U �2 �N c0 O .N.• U C LO Ea U_ U (9 O O 6 O a �a U O = N O O U O 2 C lV N N O � O O U Q0 N "O to 2 o . Ile, A A -4 429.?,31 M, t fi cvvu ... .. . .... TP PW 428M� TP I A I III N U Y DM NAq E/ D� IT WAVL. ti H MAX jMYR SEDIMENT BASIN #1 SF "o �v t TOTAL STORAGE PROVIDED: 812.3 C) TP 0' TW 427.34 1 774*1 Po� bU2 t 5.78 AC DRAINAGE AREA TOTAL STORAGE REQUIRED: 774.4 Cy! BW 424.70 /If VI 01 TOP OF DAM ELEVATION: 426.00 WE) W?, V f TW 426.50' 7 /0", v r fg D: I F ...... . ............................................................... ... .. .. V, Jo 00or t A. 10 0, t '00 N . .. .. , / pr 4 A . ..... 0 f 4V t t rf 5 6//// 5 IP - . V I& Ott o it T_ /v 0 .4 14-,� it I "N; IT It a A . .... ....... . .. .. It IS t It STRUCTURE 126A TO BE INSTALLED x". j k ........... ....... . .. . ... ..... ..... V 0/4 K 1 ?A Vb_ %.j m < . .... PER SEDIMENT BASIN DETAIL. WHEN �l I ..... . . .... a V ;?Or <1 le. 1.) , el`_ , - I SEDIMENT BASIN TRANSITIONS INTO 32.55LF OF TEMP. HDPE �K DRY POND, MODIFY STRUCTU x ..... . . .......... .. . ....... .... ........ INV. IN 416.43 .,11 .. I'. k, 'I" , 11 11 , /, l, - I ,,e 23 .. ........... RE PER T, ......... ......... .... FINAL GRADING PLAN. .4 INV. OUT 416.27 41 4- ... ..... . Tc U Lj 'M 0111 " I - , - -"-- -- = - - , - , ", 14197 "10T - -- ---- --- 5. ... .... . .. . ........... 41, ..... ..... -7 . . . ..... ..... _._o/ I "" Ii ...................................... 71 .nm el, 01- . .. . ..... .... .. T, IN 0 71 v ... .. .. AA6�6 _7m Z ....... . 'Tr ..p Q " I, I ;, .1 - ". - 1 7 ......... .... . ..... . .. ..... .... .... . ..... ..... f ro 00 . ..... ..... .... ..... .... _7 SF .... .... ... SEDIMENT BASIN #2 TP . ...... 0 0009 5.54 AC DRAINAGE AREA (PHASE 1) .... .... .... -7, . ..... j 7/_/ . ..... ..... 7.34 AC DRAINAGE AREA (PHASE 2, USED FOR DESIGN) 7 0 TOTAL STORAGE REQUIRED: 983.6 CY 7/74 -tj 0 1; 7 1 TOTAL STORAGE PROVIDED: 991.9 CY, . ..... DD . ..... ..... TOP OF DAM ELEVATION: 416 00 TP If - , , --i -Or �j IA 4;,15* 9 ... .... 53 opi C, d /i DRAINAGE DIVIDE IY6 . . . ....... (TYP.) is tp Z% Z., 0 Jo� 1 102 g'-fP I I i ? ) ? e"', m . ..... . ..... ZZ 'N' A To Ao jT A 4pf �q ... .... . ..... .. U) AFF� LE Q 0 ... .... ... U) V TS ... ........ <� no S62 STRUCTURE 102 TO BE INSTALLED PER SEDIMENT BASIN DETAIL. WHE ... . ....... N a T V? SEDIMENT BASIN TRANSITIONS INTO T .......... 4 63, % lg f BIOFILTER 1, MODIFY STRUCTURE PER 00 FINAL GRADING PLAN. X3, TP '4 :: - F xoo-� .. ....... ,MERGENqYS0IL�WAY 4j A V S E E jVIATCH LINE f m1jm,'_�'mw";, mom"Emor M l4 TP ..... ..... 9 s LIMITS OF D S E 12 I TURBA9 /j if go I - Y-71 TP g. 15,2�'AC5_S e TS TP DC 17, DRAINAGE DIVIDE 9 -L- --7L;g �j 4,36.4 o_�/'� 'loll V . .. .... w A) (TYP.) f -p ................ ............ ...... ............... ........................... ... ... .... C-) TP 4" 00 01 r'A I/ 14 v�3!0 /w y, el ;,x TP ?g SF SF IT, If ff . .............. EROSION CONTROL LEGEND 41 T P LL IT/ ff A LIMITS OF CLEARING AND GRADING r!3 a SOIL TYPE BOUNDARY ..... ..... mv-0. TP ... . ..... . iBAFFLE < q, i Huu 44f) T, FE .... ..... NO TION ENTRANCE CONSTRUC 3.02 K (TYP. IN 'N C) 4, 403, Z 2�3:67 SF ai % SEDIMENT TRAP #2 v SILT FENCE 3.05 x INLET PROTECTION 3.07 TOTAL STORAGE REQUIRED: 351.1 C EL TOTAL STORAGE PROVIDED: 369.6 CY t 7,t 2.62 AC DRAINAGE AREA -Y TOP OF DAM ELEVATION: 420.00. 't, 4� CULVERT INLET PROTECTION 3.08 X "z I . ..... TS ItALLI < DC DIVERSION DIKE 3.09 T:* 0 1 . ... F- 'N TP RIGHT-OF-WAY DIVERSION 3.11 0 z n, �lwxw. ZZ ...... .... .... 7t17- DD . ..... ..... . .......... z �z. z 77- N - ------- 00 00 CLEAN WATER DIVERSION 3.12 ... .. . ... . ..... . ......... 0 y- J.. N�_ K'1, z' 4 . . ... j. mm" _154-1 A Lu SF SEDIMENT TRAP 3.13 z N, tT FENCE .(-T j k 2 . . ...... .. . ... . ..... A, . ....... .. 0 . . ..... SEDIMENT BASIN 3.14 - ----- .. ... >3 . . ...... A z ... ... ..... OUTLET PROTECTION 3.18 U! . . ..... 4- _401,6 2N 0 0 ............ N ........... TEMPORARY SEEDING 3.31 3,96,6 . .... ;:I' . ... ... . Zz� 7- -,gm, > '0 0 q % . ..... . PERMANENT SEEDING 3.32 ..... .... ... 0, - iM. 7- t t zz: ...... .... ... j 99.1 AM, MULCHING 3.35 4&N ......... .... o o �v, 0 Ile TP-TREE PROTECTION 3.38 CALE is 1 5,0 A V A I 0) -v 6 7), DUST CONTROL 3.39 f2: c) 50' 01 . ...... ... .. "N' 39 1, 8 c) 1. 91. 7 zal `ok 0, N J- o u, 2 "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER L m E 0 < 0 > E 6 E Lu F- > 3; F_ a) < CU. , o L, ce� LLJ m < -1 U 00 _j - Lri C:) a) CL C:) rN 0 (7) LL U) k.D c_- Ln 0 cy) 4� V) 00 _j C) Lu ID F- ui 0�_ 0 M u 0 Lu Lu u 0 U) 0 0 m (A 01� z 0 u W Lu U LL 0 LLJ LLJ �j U) L> u ce- ce- Lij LQLj V) V) (f) LLJ Lw LLI Q� Q� cy- Lu (.:j co n Q-) DATE 311812021 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT' CHECKED BY C. SHIFFLETT SCALE 1 11=501 ]w (D < (n Lij U) > a) < o -!2 0 27 z CL < -0 Lu < o 0 > Ld (n 0 z 0 UJ < LL 0 z > Lu Llj =3 0 2 (9 z (U u -00 2i 0 U) E V) 06 Z) 0 z 0 0 0 U) (n 0 W U) 0 cy Lu 0) in -2 X q) 0 2 0 0 �7a uo E :3 L) 0 JOB NO. 0 c� p 40919 L, 0 SHEET NO. 0-0 (n C3.03 aw) 1= E v < Now wm; R MWIA 1 . .... ..... . 0 I't 'T LOCA 7WN Oil, Alf 2, /. z ... .... ..... ..... JJA//� f .... ....... r 'N Z� . . . .... ... . ... ....... . ';�� ............... .. ... . ...... . _j, .... . . .......... - .; ", ......... . .. 7� . . ...... . . V -A ......... .... ... ......... .. ........ . . . . . . . . . . .. .. ...... .. .. ... / ......... . I .. .. . ...... . ......... ... d go 7" J A . ...... .... . < ff :'g .. . ............. ..... . .. /, j z, ...... .. .. .. . . .... .... .... A q .. ....... .. .. . 10 6�91 R/W Z; rE ROI) ................ ;1 ............ ................ ........... .. ..... ....... Am. r. ...... .. . v ..... ........ . ........ ..... CE ........ .. .. .. .. ___ _�7_ 11�1_ — .......... R 0 r,) I . ...... 6 .. .... .. .... ............ Tv"C OLLYL'Y ... ....... o f I i 0 _J/ op Y,;N�3' RIW VVXQ') I) ..... I ..... 7" .. .- ___' * " �/ . ......... h ".z _2 .. . ....... �111/ --?",,,�,`-- 9 ... ..... . ..... e . ......... .. .... .......... ... 1'1� TS ........ .......... _I __ /., , - . . ......... ... ....... .... . ...... p- 2_1 . ... ........ Z, 9. . .. ....... CIP Al 4 + b09 % , 7 .......... . ...... I �rp TP ........... I 506 j, ;g .......... 516 Iff :`4 �,y V 4 ol-11" ........... . SILT TP ...... . ....... ,FENCE J/HOCO)K (TY ............. . .... ......... . ... W < Ilk DD A, A 4! e' ............. ............... 7 z ........... . ......... ... .......... . ....... .. ... J I TP U IV 4 f.. ... .. . ... (TYP41 PRAINAGE DIVIDE- S F -4- -f Al 10 ly I I . . .. . .. . "rD i< ......... ;,, .......... < h A— j Z 2.,"38 �C ORAINAGE AR�A �w #11 . ... . S�DIYE�T r k z "d TOTA�L STORAGE RIEQ IR hb: ai 8.9'cy E .. . . . . . ...... RAGE P�OVID�D 350.2 CY TOTA TO z, v A . . . ..... .... ELEV TION: 467.00 TOP OF,-DA ... .... -J, ... ... ..... ... . , 6 SF STQN�,YVEIR . .... .... ... Jill T . .. ..... gg/f SF --- --- 11 "1 1 "'. �/" y "' - p 1 r 00, W_ ", " 1". / I N , —owl" .. ..... . ...... DISTURBANCE: OP5 mm was Y, Raw "N") ..... ..... ------ om mix TP N 14- DD Ar Q Tl ------- 7—d DC " 1 -1 , I T P N ST1 :11�o two TS 'E'S'H EET C ATC Ll JE SE 3.03 S F .. .... Ij pt . .. ..... ..... . ..... ... .. . .... . ..... ... . D D .... ..... .... ..... TS 7 . .... ... j .. .... ..... 00 :77- TP CWD � 71/019 V 00 TP . . .. ..... 777777 4 od I __ — ur sm imm 0 . ...... om ..... . ..... SF *m* Now 00i g spa out T -am,% TP -.6am 4, CWD .7 / ,, (-W % n, 010 :7 a� . ..... A TP ;ia q 26 . . ......... Y a 44" All lzmo ac j 4, k1- ;4 'Y A 000lf ova- Aj v fo A, /W I ie 4 J 4 /i N w L "J .................. ,ov .. . ji A "a ------ / < I—. Y7 ... . ........ ...... X ma" 'If .. .. ....... J_ . ......... ...... . . . ......... .... . . if . ........ . ............ 1111�cl ---------- gA4.. ..... .... A w, 4 . ... ............. . ... . . .... . . . ........ .. . .......... . ..... . ........... T", 1IT, I /I - . ............ .. .... ... �.r ;, . . . . . ............... % . ....... ..... . ... . .... . . ..... RW '75' .......... . . . .. . .............. EROSION CONTROL LEGEND T� 'shif` . ........ 4�, X A "Is . ..... X 6- .............. .......... .......... . ; P. LIMITS OF CLEARING AND GRADING m 700 la, ;K 1-1 "1 . ..... < 0,1K SOIL TYPE BOUNDARY ... . ..... ..... . . ..... ff v," . .. ........ . wd/d 1AVY... cl) F? %o/ C14 7 ;e, —7, J CONSTRUCTION ENTRANCE 3.02 "k I x_/ 7, ALr) CF) -Alf ;o r S A 4 "A % j If X X SILT FENCE 3.05 �, vWf' Z/ 4 v . . ..... we') .......... .......... ..... /o INLET PROTECTION 3.07 L 3 ........ . 11 - - ------- _j _2 X IP * J A� ......... ................ .......... .. .. .... . .... TION 3.08 LL] 12 U) < > j 0 7 "473.6 j % .... . . ..... ...... . ...... n DIVERSION DIKE 3.09 co - y- -C:) j P ./ / s . ..... ..... 0 U., Pt z cy)' RIGHT-OF-WAY DIVERSION 3.11 w/M, % J 0 .... .... > ..... ..... . . ..... J z Lu 2, CLEAN WATER DIVERSION 3.12 A ... ... LIJ %"N V11 LLJ . .. ..... v, N . . . .... ..... . ...... ............ I pow 7 , 7 , — -- , / ; t',l / .... . ..... . .... .... .... U) ......... SEDIMENT TRAP 3.13 DRAINAGE DIVIDE ............. 46U5 ff�, V . .. ... W, g, A (TYP C/) X 0 SEDIMENT BASIN 3.14 % Lu _,0 ... ............ ...... ...... P .......... 7. ff 4 OUTLET PROTECTION 3.18 co ........... / ............... U), v C) . ...... 7 _z- TEMPORARY SEEDING 3.31 :"z U) j PERMANENT SEEDING 3.32 M Y �iA , .11, , " 11 _ N. \ 11 - I .:, ./ s A4 % % A ... ... MULCHING 3.35 W., '16 10 1- /Z 66 1 > ................. 01'.; mm --mmm m % /60 �vl .............. . % .01 bjQ' F— TP— TREE PROTECTION 3.38 ;& . ..... ..... c� % ...... . ............. 0 05 0 . ..... ..... DUST CONTROL 3.39 A/ co) 7' Nr . . .... .... Y. . ........... A "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER % 66 N .... . . ....... ;�"�I VK cm E D 0 M U CN < 0 > E 6 E Lu 4-� F Lu > in a) 4� < LL. LL 0 o r"o uj m < _j 00 IL _j Lu " o� C) EL C:) rN r-4 _,Z ('9 Lu 0 (A LL U) < rZ Lr) 0 4_5 V) rr) CL qj- 00 _j C:) Lu I'D F_ ui ce ZD 0 ::D 0 Q� r uj Lu u 0 :D 0 0 0 z 0 u (f) Lu 0 LIJ: w 65 L> o 0 d u u u Q) Q) Q) (-) Q) Q) Q� cl, C4 u_j LLJ LLJ Lij LLJ Q� c� ck� 11 " Pq N C� Q) w Q) < V) co cn DATE 311812021 DRAWN BY' C. GA YNER DESIGNED BY C. SHIFFLETT C. SHIFFLETT' SCALE 1 "=50' 11W (D < ui U) > 0 < 0 2- z < — _8 n j -. V) Lij _j > 0 Ld ry 0 < z cu Lu 0 co c) _j LLJ < >0 LL a) a_ -0 :D UJ Lu () :3 0 2: -0 0� C) D 73 EL cq o (1) U) u Z wo Lu LLJ U) E 06 cu a- 0 ::) 0 0 z 0 0 0 0 0 0 U) 0 ry LLJ t _2 cu L) X (D D 5 2 C (D 1 0 (n 0 U) E :3 L) cu 0 JOB NO. .2 40919 -OM=V') 0 SHEET NO. -2 C3.04 w L kit z b .. .... .... z IM fi . ..... AN ,Ot TP lk.J N 0 Ip I, lo"if 9 41. j V 45, % "Y 00, . ..... .... all. L. -4 1 / j i I / I v 0 A TP A . .... . AI�l hr I .... . ...... le V X) 4 r lo p/ *-Z" 115 g 01. 0 % ............................................. ........ % .... ... ............... .. ..... .... . y . . ... . ......... d/. % \ " I \ I. /. " " �, , "/ /), , I-V Q It ps 4f 0-� el j A Ivi u . ..... OK .......... #60, 104 /V .... ...... x > /o� . .. ..... ... ......... "I"" . . .......... ... 1'7' IP ........ ........ . . ... . . .......... .. . ............... ........... . . ..... ......... ......... ......... . . . .... .... IP ::",: . ... . ..... ... .... .. . . ....... .. ......... '41F 4 1,R 7 -i,2 p; 4 1 -- - - — - --------- ... ... .. ............ ............ .... .... . . ..... TEFFP SLO .. . ... ..... .... . .... .... ... . .... .... .... ... . ... ... (TYP E ......... ......... ...... . I . ..... . ...... -- - ------- f IfG TP 41 . . .. .. ...... IAt' 4 Ir Z\ IP 7 .. .. ....... .......... ...... . . ............. ........ . . . C/) ...... . . . ..... IP TP. . ..... ............ fIP 0 4 ............... % Ip p co > )VIA SEE SHEE . ..... 0-- CH LINE 306 A Tp 1 elf. 4, i . . .... LIMITS QF 440, I)I'TURRAINUM", T P 152:�AC5FS--17- el m SF ..... ..... ... 43 el 4Dj ............. . ..... TP I p f st r �7 f A SF -4 6 P\ LL EROSION CONTROL LEGEND 7— p fT LIMITS OF CLEARING AND GRADING SOIL TYPE BOUNDARY 3 ............ ................. CONSTRUCTION ENTRANCE 3.02 04 SILT FENCE 3.05 I if INLET PROTECTION 3.07 EL 777 TION 3.08 .... .... . .... U) w < IL DIVERSION DIKE 3.09 F�--- 3 E 0 . .... . ..... .. T-OF-WAY DIVERSION 3.11 RIGH z . ... ...... IV[ u CLEAN WATER DIVERSION 3.12 U) 0 ..... ...... . .. .. ..... ......... ....... ..... Lu SEDIMENT TRAP 3.13 uj 4 . . ..... '1� ... .... . U) 0 SEDIMENT BASIN 3.14 ..... ...... .... ... . .. ..... .. . .. .. ......... . .. . . > .... ... OUTLET PROTECTION 3.18 L? .... ..... . cl) c-i .... . . . ....... . ..... ..... 0 % .. ....... . 2 TEMPORARY SEEDING 3.31 PERMANENT SEEDING 3.32 . .... ..... ... IMULCHING 3.35 TP-TREE PROTECTION 3.38 0 U) 50' (D c� DUST CONTROL 3.39 o/ 50Y 1 10Q, 7 "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER co E 1-j 0 < 0 > E E Lu ui %j Lu 0 Lu M _j co -j Lu " 0 cy., > (211 wj Lu 0 u U) c2 WX 6 Lu U) > Lu I-Ij LLj U) < - z z z c Ln 0 m z z z L -1 u C) Q) 0 Q) 0 ro CL -�4- �$- 00 -j C) Lu k- 0 0 C) ui ZD 0 LQ U4 U-I :E (f) (f) V) (D �: �: 0 Lij Lu Lu cy- C4 cl� CJ (7) > Lu Lu Q) rN < z 0 DATE Ln 311812021 0 DRAWN BY >- W-4vily/1-084 DESIGNED BY C. SHIFFLET CHECKED BY C. SHIFFLET SCALE 1 "=50' 'D I r--, I ILuj (D < < ui m 0 2- z <0 LLJ LLJ 0 CCU ry=00 cu cu Z 0 0 LIJ < LL 0 > r Lij z � o 0 of z LLJ 2 (D CL (n 2E z 0 2 U w 0 Lu U) ,u (L 0 Q r) 06 o Z U) 0 z 0 x 0 q) o :E ry >, -� 0 Lij tf 3: (n �2 X c w 0 �5 2 0 (D .2 0 _0 1 A2 U-0 JOB NO. 0 c� U) 0 40919 -om 2(n 'n c: u SHEET NO. 0 cn .2 C3.05 in U_ (D co C) C) m c 0 w U) 0 0 z LLI LL] V) o6 z 0 &5 0 (Y- LU 1� cli 19 �2 G) cm) �t cl) C) j x W C 1INT p Lk N fn X;� A.0 911 2021 Ar ff 'A 4.- . ............ . ....... . .. . ..... . ..... . ...... . .. . ....... ..... . ..... .. . ..... ..... .... ..... 414 X..... .... . ...... ...... 5: . ........ . .. . ....... ...... . .... .. . .. . ........ ..... ...... .... �,f ....... . . . ....... .......... . . .. . ......... .. g. . .. ....... - ... . . .... �7 . " .- ............ . . . ... ..... .. 7 E .......... . . .. ..... .. ............. 7", *1 . ..... . G w ... .. ...... ..... 0 ;d Q .... . ...... .. . F ..... . ...... .. ............ .. . ......... . J ...... . .. . . 0 �,k E % 4 ............ ... ........... + .... . ............ . ...... . E 41 N Z 12 r V, F- Lu 5 . .. ... ....... .. . . . ....... tj 3r 'ROAC c) LL 2,_ A? ........ ... 4�9' IMW .......... Lu 0 ',31A lo� Lu m .. .. .. .. .. . .. .. ...... ... . omi < U 00 ............... ............ . / ................... IN, . ........ . CIP _ui 0 Lu ........... ............ q CE > ,j . .. .... uq uj ....... ....... FIE R 01. J 6`31 1_sz y L . . .. ..... ...... ... . ......... cil ..v __ - 1' . " 1". 11 " i OP6 �A ............ . ........ u -th 0 U) . ....... . . . .. . ....... ... " . ......... ...... ...... . ..... .. GI ,� . . ....... ..... I- i.-� . ............ i ui .......... ...... ..... .... . . ... .. ...... 4� I "d L . ....... ... .... `;UGO smf, `Q U�l �Q GP/ U) .11, " 7 "m pt", > D < 0 Lu Q Lu .... . ..... .......... V I P Lr) 7 r > c) 0 LLI C) C) r 1"...", .. ........... j 00 _j C) uj el AWN .11 51"1/ JI 0 0 A x- TP All cl� cl� .... ............. ui IP .. .......... 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SHIFFLETT SCALE 1 "=1 50' T__1 Lu z < n > Lu r) _j < 0 Ly LJJ > LIJ < 0 U- > 0 C,6 UJ r z U) C) =) 0 u W 0 j:e __j co 0 0 0 3: 7� D 0 V) JOB NO. 40919 SHEET NO. C4. 00 fn 0 0 0- 0 Q) 0 L) 0 cj� 2 CL U) z (D 0 E V) c a- 0 ::) 0 0 12 U) Z 0 ID x (1) w o 0 CL:t� 2 CL cu X w 0 (D .I- 0 L) a) :7a. 0 0 o w 0 * 11 1 jq�,� ,i } } i i # } 1 f i S I" .... ..... M ""... ..,..,,._ ...., ........ .,,,, _ --- - ,,..._ . .... _ .... J 90* BEND JACK BORE 1 -_..........,..._._.._,.._..._..........._..__...... 12" RESTRAINED DIP (52) ..... . _....... _.. _..._ ........................_....-....... W/24" DR17ASING _....................... } p } ,..r ............... •...... , i 7 �J s.IFJ / :✓ } fp s ��r fir;i J �f , ..... .......... ........... ................_... •.........._...... _........ _. fif:f� .. _.............. 1 3/;4 ffdigi/ji 3s)i ,. 375 TO _. ............... ..._._. _.__._...... ....................... . .. ± ~—AMBROS OMMONS DR.('.I<:, E CO __.................._.. VDOT �/ . ' / I STD. WP-2 ........... „ ................. fSEEM .••.,,,,... # VP ............................. ICJ ! ;. z{ r f / n f , 45 ..../ yr d / f ;r'%:. .:::;::';... (}..' _. / / w� GPYCURB {, �.�t f 1 WIPEDOWN APPROX. LOCATION OF " . '..•... ; UGT , ;,. 22.5 ° CENTURYLINK UNDERGROUND r , �......,. ;BEN D LINE. CONTRACTOR TO ,, �::.�.. ...... rf s7 -,'..• .... r..__.. , ,... ................. COORDINATE WITH 20' PUBLIC DRAINAGE " CENTURYLINK. }.r't, ''RI EASEMENT, TYP. r (2) PROPOSED DOMINION IRRIGATION SWITCHES. CONTRACTOR TO METER COORDINATE WITH DOMINION. f "' FUTURE CONNECTION TO TRAIL IN BLOCK 2 PROPOSED DOMINION METER. CONTRACTOR TO' COORDINATE WITH DOMINION. f BLOW -OFF ASSEMBLY WITH 8" GV; STUB OUT R604' WATER LINE FOR FUTURE DEVELOPMENT 5 6 ; PROPOSED TREE LINE ---_ - ' 12" GV 1211X6" TEE, 6" GV AND FHA _ �.......>'. 52 FUTURE COMMERCIAL ENTRANCE, BY SOUTHWOOD PHASE 1 - BLOCKS 9, 10, & 11 PROJECT .� .0 .................................... ...-:.- .. - 9 . 4 r , f ` PROPOSED TREE LINE :: r,N•. ,,. s r 6 i L PROPOSED UNDERGROUND MCI LINE. CONTRACTOR TO COORDINATE WITH MCI. 12" CLASS 52 DIP WATER LINE BLOW OFF ASSEMBLY WITH 8" GV; , STUB OUT WATER 20' PUBLIC DRAINAGE ` LINE FOR FUTURE EASEMENT, TYP. DEVELOPMENT 20'ACSA SPEED LIMIT SIGN EASEMENT CG-12 53 .. ROAD NAME SIGN 8" GV �Q 3 10, tc _� •• r : s SAN CG-12 j• ii, • .v V l a. r r r j if y r STOP SIGN - R25'--/ + r i } � GRADING 2 ARV IN 1" WATER i f METER BOX t EASEMENT ! { 1 r a 3 II S O r,. r 12 X6II TEE s mf•���, f l 61 GV AND FHA m u } } t, Z MCI HANDHOLE. a C ? i ; -► i CONTRACTOR TO _ ..............:-y '} COORDINATE WITH MCI ,f� Z I NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND f VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. 33 I FHA PROVIDED BY ACSA WITH 1211X6" TEE AND 6" GV. f ACTUAL LOCATION TO BE i I ` I DETERMINED IN THE FIELD €I I EXISTING BY FCC AND ACSA. } ........_._... € ASPHALT PATH w_......,,M...... i r•,,,»' PLANTING STRIP \ ................ . w . . 20' ACSA EASEMENT i 54 v PROPOSED Z100' TREE LINE - FUTURE COMMERC:fACWNTRANCE, BY O THWOOD PHA BLOCKS 11 & 12 PROJECT STUB OUT WATER LINE FOR 12" GV FUTURE DEVELOPMENT 1211X8" CROSS CAP 12 r.,'i GATE VALVE ) r r •` r � c „ / 3 z au ,r t 7 : f � .F +.,,, ./... '7�7 ,"• ri/'`�r./�•..ff rye,, r:( ,r•.. l 1 ;ice x y t. r i RESIDUE #2 115072 SF h ,:. N r s �SCALE 1"=30' NOW 0 30' 60' LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT LALIGHT DUTY ASPHALT xr , ASPHALT SPORT PAD a a BI RETENTI N PLANTING O O STONE DUST MILL & OVERLAY ASPHALT I4 'rI 9/ 15/ 2021 ji't x. , ,t' . v. M E O rn V N > E 6E w i~ J-.J 7 o Lu O m Q J U co Z w H — }ri O �I p N f— W M aN Z - you, v ui C w _ N V¢ iD Z O W W W Ln > O O O o d c� U U U a� CD uj OU OU OU cy- c aLLJ Q Q Q C7 j > j 0 H LLI O NO > N Q \ O = rn z O DATE H 0 311812021 DRAWN BY C. GAYNER r • DESIGNED BY . C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • ® SCALE 1 "=30' A I� W V Q J u� l\i 1 z z Q W � > U) r) Ld w 0�� Lu J _j W �0 W z I— Q0 O W �.. ce r) 0 0 1 D 0 V / JOB NO. 40919 SHEET NO. C4. 01 0 U C N 0 0 3 ar 0 2- C. a `o N 0 L a m r cu a) 0 3 ,_ NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER ARE REQUIRED ONTHE TK4PSUBMITTAL. _ � -- / LEGEND: i� | CONCRETE SIDEWALK HEAVY DUTY ASPHALT F— LIGHT DUTY ASPHALT ASPHALT SPORT PAD | ~ ° 8|(}RETENT|ON PLANTING STONE DUST MILL & OVERLAY ASPHALT � / ' KEY PLAN rv' SCALE1^=3O' -- _----'-'--_' -- ___' - ____----.. Y�l/�' __--_''-___'---'--.__---_'___'_-- _----'--'----'_- 375 -~~. -_ __�'��-�-� --' -- - -'---_-' ---------- ---------.. -^------AM8RO ,-_----------- LJLDiYm�nou�u'`~^~' _____ ! _ VD( __ _~ /�A�yy�k�6��/0/DO7lf ---'- \ STD. VVP'2- --- -- ` __-'_'' - -----------'��A6�S7G�I) ___________________'---__----__ --__------' Cf�7�RYl6��/ ------'--------_. __ _- -- ---- -- -- -- -- -- \ _-----�+�=- � ~ ____�__________________________�____ � GP..r , -�' Gp Gp CP--- GP Gp-�- om=--.-- ---- -_-_��__---- -�-o*p--------------°'^ DEDICATE EXISTING PRESCRIPTIVE / -- --~- �� EASEMENT � � CENTER 0FRTE. 631TO 7KLl, ^^� VD0TFOR PUBLIC USE � � � � U �^p 8" GATE VALVE RESIDUE ��� K�.�_��U�����- t� { 918779 SF ~` PROPOSED TREE LINE GP GP APPROX. LOCATION OF PAANAGfI>J7EE� CENTURYL'NKUNOERGROUNO - LINE.CONTRACTOR TO / SLOPES COORDINATE WITH / 20'P (TYPICAL) ��ELE��� ` CENTURYL|NK. ~~- (2)PR( SWITCHES COORD|NA7 _52 FUTURE COMMEIRC71AL ENTRANCE, PROPOSED TREE LINE GP GP APPROX. LOCATION OF PAANAGfI>J7EE� CENTURYL'NKUNOERGROUNO - LINE.CONTRACTOR TO / SLOPES COORDINATE WITH / 20'P (TYPICAL) ��ELE��� ` CENTURYL|NK. ~~- (2)PR( SWITCHES COORD|NA7 _52 FUTURE COMMEIRC71AL ENTRANCE, GRADING EASEMENT PROPOSED BLOVVOFFA8GE(NBLY WITH 8"GV; STUB OUT WATER LINE FOR FUTURE DEVELOPMENT SPEED LIMIT SIGN PROPOSED DO COORDINATE BLOVY'OFFASSEWBL WATER LINE FOR PROPOSEOUNOE MCI LINE. CONTR COORDINATE 20'PUBUCDRA|NAGE EASEMENT.TYP. 2O'ACSA CROAD NAME SIGN - EASEMENT STOP �3IGN � \ � \ R25-/ \ GRADING VW2"ARV|N1"�TER ^- EASEMENTMETERBOX- i2"X6"TEE, 8" GVAND FHA lit MC|HANDHOLE.-� it CONTRACTOR TO `- COORDINATE WITH MCI. Lu cl Lu Lij co DATE 311812021 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT' CHECKED BY C. SHIFFLETT- sCALE 1^=30' � = L LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT All LIGHT DUTY ASPHALT of ASPHALT SPORT PAD r, !7 DEDICATE EXISTING BIORETENTION PLANTING PRESCRIPTIVE EASEMENT 17.5'FROM CENTER OF RTE. 631 TO STONE DUST %VDOT FOR PUBLIC USE ! y RESIDUE #1 918779 SF 20'PUBLIC DRAINAGE EASEMENT, TYP. 8" GATE VALVE . . . .. ..... ............ . ...... . . ........... -. ......... . ............ ....... ............... . .. . .. . . . . . ........... ........ ................. ............. ............. .................. ............. ...................... % .................... %���_. ✓ .......... . ........ __.- ............. . .......... ....................... _ ............... ............. .... ........... ......... . ............ .......... ... .......... - . . . . . . . . .......... ... . . .. . ............. ...... . . . . . .. . ........... ....... . ............... - .... . . .. . ...................... CLINT W, 91 15/ 2021 m E C) IN 0 a) Q <E0 > e E ui = 'AN FUTURE TRAIL BLOW -OFF ASSEMBLY PIPE DEFLECTION klxxxxxxxxxl. r- r. U) WPO BUFFER / e� a) CONNECTIONS WITH 8" GV; 0 . ....... LL Lu 0 STUB OUT WATER THREE -BOARD _\8"X8" TEE 13 ui ... . .. . .. . ........... . . . ........... . U 00 .. . .. ....... X LINE FOR FUTURE .4 PUBLIC DRAINAGE & STORMWATFR / i p —1— .: ., , r'E:) A rNIKIf- Cl- . ......... R277' <jl NO PARKING" �A, --'!EEE SIGN R7-lR < ENT, TYP. U) LIMIT SIGUBLIC DRAINAGE (3) R E M 0 VA'f:3'LE`,.l. .8 13�'l T BOLLARDS 5'MIN. FRO44 1, ..................... PRIVATE ........,KNOX BOX lJJ ET (�K 3' SIDE 0 0 AV EVEN ............ ............. ............... ............. ALLEY .... ..................... .......... ........ ............... . ..................................... ........ ...... ............... ETBACK 6- < ............... R 2� 1) P R ALLE PLANTING-/ S E�TS �&F 7 PARKINGSPACE............ Lu STRIP/-,---\ 62 SF -�OLIU ACCESS P ....... .... ... .......... ..................... Lu < 3',q I F) F MERGENCY A LOT 6C A 1353 SF LL -SEMENT ...... ...... ....... ..... ��: 0 EBAK -OR LOTS 7A . .......... . .. LOTS 7A- ;-T B 61, UuRb 32 �f T7C R218' ......... ...... .......... ......... ...... .......... ...... ......... ... .................. ....... ....... ......... . ................. 06 PROPOSED 2W5 SF 1- 353 SF (7) 6"1 RISERS WITH TREE LINE OT6 L Lu 'ERIOR HANIPRAIL ..... ......... NO PARKING" UARAGE CLASS 52 . .. . ..... . ....... . . . . . . . . . . . . .... 3245 SF PARF(ING SIGN . . . . . ....... . . . ..... .... l ". " 11 ........................ - - I. I - - C) RPI ANTING D (7) D /Z W . ..... \R7 M. CG-1 2*,, qyp.) -N ROAD NAME SIGN /r--\ "NO PA L LOT 15 11 1617 S F O'PRIVATE 7G 3, 5'M14 FRI C -1 2 71H 1352 SF DRAINAGE 9 IRAC a EASEMENT RF 4 4S F SID "NO PAR <ING"' SETBACK 5'REAR SIGY -1 IR7 BACK ;-%�T L& 16 5' 1(1117 SF �A FEE� G" /0, r_,fl.__�t(y Pf 'IV :ATM 1--i AND �F OAti � I AC 7" LOTIJ 17 S NT S�Top`rlh, -4- .. . . . . 1617ISF i-1-1 '4-4-1 41 I mj 0- AU,�iAQ -jOPEN SPACE .9� 3F 5'REAR 7, LOT1118 SETBACK 23521§F 5. SETBACK"IN. RET V'k LL F7 MAINT! FAS 0 -2 0 ' p 1671 j LOT 4 ' / 4 PROPOSED � LOT 5 � y TREE LINE O 827 SF / 20' ACSA EASEMENT 5/8" METER (TYP.) RESIDUE #1 "NO PARKING" '' SIGN R7-1 R 918779 SF TYPE III BARRICADE 32 STUB -OUT STREET SIG BLOW -OFF ASSEMBLY; STUB OUT FOR FUTURE PHASES NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. I f WATERTIGHT I`, I MANHOLE Z I`. I LID SPN - sP, F— 20' ACSA EASEMENT A E /T INSET L1 s,..>.3.: 688 L_ LEGEND: El CONCRETE SIDEWALK ImHEAVY DUTY ASPHALT LIGHT DUTY ASPHALT ASPHALT SPORT PAD + BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT 6"X8" TEE, 6" GV, AND FHA 25' MAX. FRON SETBACK, TYI LOT 39A 3596 SF TSIDE k U I PROPOSED LOT 37 / - ::: : TREE LINE 2208 SF 0j' \ 40' S.ETBAG R200' }. f 5' SIDE SETBACK _ 8" CLASS 52 — — — — LOT 36D 4889 SF DIP WATER FHA WITH LINE GATE VALVE (1) PARALLEL LOT 36C & STEEL PIL ws PARKING SPACES / 4794 SF LOT 36B P FOR LOTS 25-32 IN, 4790 SF Cc PRESERVED S T FLU SLOP (TYPICAL) ....a � _ ~� -� � ( PARALLEL PARKING SPA -....,.,.;!!.•.. ten"."."".-• ,,..+"` ~` 3 38 _- PROPOSED TREE LINE -- C: C 6-- .S; �' Iz �, -0 - 2 -�� �� CD _ - " � U�l 5; C 0 �� 0 M - - i -0 , I— :1 0 � �� 0 z LU 0 0 Z < 0 z 0 :3 0 x , - 4 0 6 1 'u I � 9 0 . 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I.- ... � :s-,-,,., I . -�,, �,, ...... -,,,,, z " / 1 1 -�-\. _, ";'�� "�I' `�/" I / I 11-11 I" , - I. \1, "I,-,--- /`,;;.!..:j�_"_.j` .11 ,� , -;,-,--",,I..-. I ,- ., � / � ... ... . 7 "J., .;, --,:, ." - ,.��. � '% ,,, , , �v ", - _j�_ ,4.,'�-:, "' ` " , . \ 11 , ........ I ,� , I,, .- - "' ,`i��-i'�'. ... � ;, , S�.': I .,.,. , ,x , I I ,� - 1. ."'. - . - - ,.�--- , ./ � - / / ... ill � I ,,_j � " ... I � , _ I " \, ' ' "", I e, , " .V 11.�j 1 ___,,�_ .-.�'�',,.-,,.,..'��"�,,�'..,',\I " f '. .. "'. , - '\ " I I-- " I , ', ., .. /, � I �&. " . , " ../ . L . . . . . . . , I , A. I � X"'I'll' >' � I I I � 114, .1-1, - - �� I � I . " 6 --aoo ,�;�, . / IF. ) , , il", , __ -:"___ .1::, . . , //, .,./ I, '.. I/ il 11 1 � v 1 1 C� I I � r_"___ '. �,, \ C, I'll, ___ I �",� \, I I / 0 !, � L ,_ . - - [ I :, ... kb I.- ,I., �. � ". , ,,,, . � . TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY I - c, """', - 1 "' -, �,;L .... I - 1, '_� I��,; ...... " I . ...... "..........., , - 1 I . t.;.__.,. " / = 11 � - - - ._.. I I.I_ , . 1-1-1z""'., fz., ,,, - " , ,�, , /,, , '""::,_ ."'O'. I* , , _�, :, �"_'J, - L i, , / \,/, ,,,, �.* . . ...... . It" .,�, ,; �3, I ------.,f' i /I/ --'-'---:�::7,=..:- , - __ . � I . ..... - - , , DENSITY ." - .� I . f I , I > 00 /x :7 " -',,,�'-', ,',,_� `,,��,"I",-." 1- 4 1 4 - > I . , , ... I, /\. I 1, I� 1 ,j I 1 4 .111/ - NNK "IN . PROVIDED �, �,, I \-_!:;..1', ""I",- , Z" " I . .-I �, % , I ^\ _� . �. \ " ,/ AFFORDABLE MARKET RATE t> , ,;� - " ". _,�, ,,w " ", I. //'*t-,`,I8, , I(,,' L; � I , � , , I .I\ / DENSITY RANGE AREA DWELLING UNIT 'I;' , ,4 '. ,,- f�fi_,;;�;"l I / , , W�_ -, 6 LAND USE NUMBER OF LOTS 0 1__--_-`_11 i �e"` ..... _ <,�/ BLOCK REQUIRED DWELLING UNITS UNITS PROVIDED ... � Q, \ ", / ;� JQ ..... . L. - .f I .,I .,.�. / �,,. �<r- �_ � / , I ,�f """,",�, /',, -) -111 I _l,'/1 0 DESIGNATION (AC.) RANGE REQUIRED PROVIDED \\ \ _�-; I j, I,"- , I - I., `�,,. '.11 I - ,/,- I '� %,':�.,, \,\',�� ., ". ,\ w , - - , .. ,"', .1 _ I ". 0 ,.;� . ,_ ,� , Ile' '.) t I `,�. - I - I . ."-f-", , \ ." . I - I I � -- pI�. . �. . ,,,, ;- (UNITS/ACRE) \ I . I , i � - _J, `-,";��, " ,,,,, I.' / � t", , , I'll. I N Ile ,'*'-- �v ;,;,/",, .- /1 � - `t� IS , "t % \ , ,Z, �, , , �' _,�, , , , � L, ", (UNITS/ACRE) PROVIDED (ADU) (MRU) , Ad ,�:�,,v ,� < < "I'll, ,/) / , I I :1j "I,, .; / ) , % 1.) " . I �, '�,�/ . '' ,� -., K,� -��, \I-\. I . 1- `t,� _r? ,�//� I I � � -.-- 1-1 ,-,I ... .. 11,%., ".`�,\,,/ I, " � 0 " \ I :1 �" , " , , I , ,,,, ��-,,,� ;/;, ,�D V .-,..,� - I ,,, j ""I " -,, "'. , `,,,��/ - ,r - '/' " v 1 " & - 1 / / j j .1 , " � , "'. A '-', "' -'�"/ " % ,e 1: , 0 0 \ \/ 1�, " � M , _ \W,\ I ,_,,�_;,. 1.".1 , ,/ " Q) , / 11;1 - . , q 1 0 ,; , ,� ,,:.., y , � .;----- �,�; " I I T� 1, " - \ `�iN 0 0.0 0 0 I ", "a �,;..... I ,,,,� .1, I �� t- I", GREEN SPACE & 8.0 o 1 If, !� ,,,-,,,- " I �� / "", ..... . I, , \ " 7 Q 1 I ,% ,;-, I'l. I " � -1 \�,-`N, �, ,,,�, - I , -, I" C.- "/ ,,, , , '/ ` � "" I. 1. / I '. ,.,,N,,4,, I .. . . ... - "'. ,,, ; . %. I 1,�� NI ".."', �0 I / ) , t - � .,,.,.;,. .�, -, ,I . I I � ,,,I,, . , ", "I., .1 .� It 11 - 1. " y,/ I, '� Q " - , ", "I, ""' X 11 el A �; '_" /'�' 'i I,- r.Iol .,,:::.?, " I. z'. ., - , __"/ -./- - , .1 I - "--, I -1 ,__ , X, f -.1,".". I-- ..., N'. ,'.. "I ",\ ",'. 11 ?� A \ \ yz�l - - �. -/ '11111�_,. e,,,, I ,>, / 1. 1�. ;,I 1, 'e,,� \ —11, ..... ,` , - � I 1 2 ," ", -�, " �`l , 11,`,,�4, � . ". 0 \9;,."\ —111, "11-11, j"V", - 1�,` ,.'�::.., 1 ,"', :,,, ,,, 111�', // I-,' / . "I _�, . I 0 ,�_" '/'Ili ` , BUFFER 0 0.0 1.3 0 0 0 0 , \ "' , ;/ " k ,--,2 \ ,,- " ., ,.","--/ I .._,. _1 .); ,-. Il 1�, 1"I .. .... .. E., . 14 ;11 )'.,/ 1 11a` 'y I //�,'�,,. ,,I-1, I 111'��11 ; I 1 �,"""t... & , , Am I - - >1 \ ` �w - \ 1) h ". Y - 01\4 4 IV , - .. 0 , , - ,,,, C � �11 11 Z_�> .. ___ ....... ____.. ) , I/ c, � � I j C3 � I I "I \ , - / " 9"') K /,I 1�. , � .. . I ....... 1, 3 5.7 1.4 4-12 3 ,I- A1.11,11, ;,:3 ,, , Aly " " V, . I ............ I 1'..", ""' .S�..��', 1�..�. "I., '1111,�: I � \\ \ , i 11;� /1> ,,,,,,, ,"""', 'A . 11 ". t I X 0 um 5 ,� , ,,;� , "..." , � 8' I r io 5 8 1,, ... C� It I A, IV r "" f I I r.\ , N,� 3-6 , , .1 I.. -�,� , , I. , `_, " , j _- '_ I N. " \ jr / I " // """,., -,g,�, ,,.� ,>�; . / ", - � NEIGHBORHOOD - 11 - : � I I 'e- I _14,1- I ....... _11 'I I i. a I \ . I%,." /I ,I 1��Cl / "I .. 1_111"'.'21 �;,,,-(," / .... 7 ) 'If' - I, /,/, /,� 4 1 1 ,% ;��,,;, """', � , "'."....., .., , �/, p, z �el. I 1�,>-, , .,.,. 'X / �-. ''__, / ��-",.,�:L%L" . , * "', .el, ',- 20, .1 ", I 1- I 1, /,.',", ", ";---x-- DENSITY A , / Is -7 J. w .. , I ...... j " \Z�1.1 .., \\ \ \ ji ... I N/ i 1) vo ) - , 3: 3-6 31 514 2 3 5 \ 0 I . 1% ) /I / /`1 9 , __ r ,�, Z, -� -, I t3 0 \_\ sk, \ �' 1, 1 1) I � _,", �. A I - 1�;��p�.�.? E tll?, 5 %I ''... , , " """" "" _ . g 11 I �- �_-:, too . __. . 14 1 / �, 111111. ... "��, I, - "",""'. I .". I— / I, . -, � J ') = 1) 0 I\ \ __,,,__--` , "-I. -,. ../ . " % � ,( .- ,/, I , N I/ � ... ,,,, \ ,/`�'N " . . I .. ..... -111, /'R 1 11 1* i^.�,j 1� ,-�11'1',_,:,.,� N /\ 0 \ �, 11 . )-, / // ,0 ,I', \ I ,� , 1; . ". 111. . 1:e. , � . I .1 '. " ;.? 1. 11 " W / , /A- � w I Q , .- ! . & " / "' . I, , I �,j L.- ._ .V, �. C� \ ," I � "', ,, � "� .1, , ""', I 6 / . 11 " i f, 'MI.- 0 " I // . �. I "I/ 'y I . Q I , // "",� ,,� " q I __ I -, -It �, ,>, URBAN DENSITY \\ �\ I I f f4l / A Lib In ,`._,` , , / I n " t -, 'Ik " , _�>,,<',. ,�, . Ap _ �,." 1-, 0 0 "I'll", 11, � k, .. \ ,�'t�,, 71 ,,f) / I __-, I " ./ ','I.-,,,'... 'I'll, f;p� - I 1i ...... I. :1 ...... .. - ,�.. , , ? .111-) . R w - '� . Y1.1. `- A, . . ... /�, - I v . " -�",-",N,`�--, I, WT. '' I � /,.. ?&'-d f I. " 1� f , .., % \ �,' � � I I -W , I ..", , : 'I , '.. ", Z'�.,_"A. " II " / (1, " , 1, % .. I // �`, :*_ / " _':" ". � . �111 11 . RESIDENTIAL 5 608 71 Ti 60127 44 10 35 \ ,,-,,,,,, i >4 . 1- __,�, ri 7, 9i, / .") . 0 \ \ �� 1 w __�� I 7,,..,/ - � I I , ` " __� - ; ,. tr ) " j-'y;p/"..;�/ / I/ ,,-"`,,��--'*---.-.--,-. N ,� I � .1. , 1 ", / .. . ,�, , j2-- A, /( II .." , I - -, ". 77* /_ , .-Y �,,; "", , I I� I <,;'-, I ,- ,-v n 1 .I I.' i.-I ... I � , , . "t". 1, . .. .1 / � I " �.(,_ " , - I I ,,,, I , - , � A � /,.,, ,,��'; VILLAGE , s�,,vv,'w--"' . I � __ , 0 \ >" . " ".. ,a,.i ....... 1. � _� \ )�, f 1011 , ......... .. , ,,, I ,,,, . I "Al 5%-�t " j" 11 ? , 1 3 1, � ,� \ " x ., . ��- 11 , � .... � .... . �� ,�I " , , .:,. V, ", 11�v 1. : , ,� 1) .. ,", 1'. ,,, � 111; ,,,,, X xJ'L-__ .. � "., / -,. / I gn I �,. ,� .. --.-,:--��/.' If �, - ; 4 11 ,I;":x,,;,, - -.-.11.::-.;F �. / 1; 0. lx�uj) I "" � ." � I / � �. N/ . I� . , : U. I `1 " �e rId y".4 � \,�:., N"wa- .1 I %, -,,,, ; �;, I It- -1 '? " - I � . > � ____ .1 . ... ,,, . ,/ A to N IS ," �_ 1. , 11", _., 1, � I -1111, , 1, 008 , V If , 6 0.0 1.1 0-31 0 0 0 '__- 4 , , '. \ . I I ,I I - ) ? 1 ,"�Sw 10 " I ?:,.-",/ 12.211 .. r I11 , ." - r I I,- "I I," " _,, 'A -, -, —I w I " f 1,� , I : 0 , o n1v = 300 2, A I I ,,,, L�, '' "' W., 1 A !-I- " %, > , NEIGHBORHOOD / 1 Aw�,,,J� " _, '. "I".. ` 1 b 1-1 I, J, ... , r-UEEP , I .. I ,,*v . 1 . '.,, ,� � 11 " ...". .-� "' 1;411./�' " , ,tl -, , " - Ir """. .: "'; -11.1 1, �_j-. ."...""g, '. , ,� , .�.PU,; ,*_..,., , * , ,:�%, � ...... ',`�., - '. . . , "' � _Y�- __ ,....I-,.,�-'� - I ,� , .., .. '� /_ L" , , \ /, , � N I I ., � �,` , ._ , , -�,f�-�','-, . - %� I . .... . -1 I . ..'.']'�� 19 0; , I -VIA .., , , , M, I , i ) ", , , 'I f',�;_- , ,,-, �_ ) .1 _�_`'J;1'1_ ". , . 7 71 002 0 7 7 Q unavo / � I, , 1 ,;; ,:"� ". .,.:", � ___ ", - -, 4.1- 1),iI ". ih \ " IMXED USE / Od8 .1 t / I It ,,_ ., , ..... . vf�, .", "" ', r, - \ , N,,�/ V) .1. 1: 11 I ,,,, - I I—', .1, , f, I I - ,� .", - " - � . ____ - . i 11 . .. . .... -1 : ,,, ?,,,- ,,.- �� 11) 4 0. """, 2 . " .. - .,_ _,"Ay., I I % -1-11,11,17, ....... . .." , "I ull 0 I . .,;. - ,,,,, --�,I . ." 'I . , �.-) If, ,-e I ,; ., I,, " , - , .;; �. . -1 '),, / �. "" --- A... __ � "? ".,. 'O I -_ � ,`�. \N', . 8 1.0 6 4,<<",.,;..../.,7!�' Q , - -4 1 1 . - " " A , ., I , '" , - k: " - , ,,, - I .. 11 ...... I . _11, . - I - (I \ \ 11 .., - :1 � I, , - ", "I ... f, " "., \ ,� a I NEIGHBORHOOD e C j.." If ` lub Irl, ` 7�",\ ," I . )w v I . .... 0-1 .) 1 g I I !., t, C%I4 At Qu . .."*% I ,", ...",- 8 6.0 017 0 6 . J I ,. %01 % ; r, 1 W41111 - I . _,)t� ", - .. ..-.. ..".- .... ,�� & r 1 7 \ �, INk 1, . ,�,.,.�', ." "I"x-" _ ,__ - \ -�.. III ,/, - �., \\ f , Z ,3 \ , - V'-. " -,- - j ... � 1-11 .,-,,-::�'.� , I 11 . w,,�',,,<,.;�,,! ......... J --,� PLACES I �': & 0 . I, �� -,,,,,,,-. 41, � "I'll)i/ / I Q P % V/ , A I,- ... ;�.�_%v,l ... / I �'. ;,.- � A " 7 11;4" 4 01 ��O "I _,� y , , 11 , % .1 ..... --It.- .. '.\. N I '64, / .."', , ., L 1 004 1�� "; ,�, ,,, I f il /I � . \ I A 11 �, . �y I / I ,, . ., , // I � ill. v rk � ....... � - ;-,�-��K, I �11`II` .. ,��. ; , , ,'�, , .� . . ...... 13 9 0.0 1.8 0-61 0 0 0 \ ".."".., "I I P`�, , I " I , v- ! .0 0- w W I .. %.p 1 , , ,'�f - / e'- I N, . I. . I . I I / I , % %) a > �1� � \ 2-,w . ..... :?, " I, _,,, - I ", - I I . , I " �� , � /;� ... . .. J,� , ". r-1- .1 Q I IX-11 . ""....- ,�,_ A I *%% 0 ... I j-/', , ,,, , I � " % N . I I ./ -, .1, " - .. ......... . " I -.1�11111/11' - " I /� jf � I I , " %,, w , ( I . .. ... ! 'GI, ie, , <� \ f � Iti-11, . , I , JOB NO. I "I . z - ,x I,- /":p w"W1 11 ) I Al A , T % , �,, J., 1 \ I ,. I a .... I '.." " .. - , "'�" 1 , T'> N, 1 ... 1. 111p '14 I R I " a ��5 400 9� �5 \-\P " -1 "' - , I f. - i I I- I t ;,� �1� � ��� - �__ -, `� , � - � � 11-111, . . ........... . . � '71 �_ \ Z�� I duy I 0 " I -0 .0, - " � , UP M.x '. , _._11._,., ) I I- , , _,".., ),"*..."I'. 1,�k-, 1- - 1 - , _,",�.,; , � .." I � 10 604 0.0 1.8 11-62 0 0 0 0 ry ,sky 4, "" , - I I- / f � I ,� " � ,.-- , I I I , . , I, ,/, V I - r- "'.". 1 �;__-_ , ,---- , , - 1 it . ; -� "I - t q/ ___ ...... ;�� - .... . ... ,.---. I`— ", , I ,_.",�, * `� -� ) /I '. -75�,, tr, icy ..... - %A ( .,_,::,..: :11"', ,1f ., _l,�,_,".P..._. � v, vz�_- . ; . 1, i � . 1--fl, _ . "' , '11� � �_ .. A e 40919 URBAN DENSITY // 11 , / \ 1` 1�1 '�,,.4 ,�', 1 , , '� i, " \ __ 1," I )" 11"k" ."�, � "", / .. -" I A % I 1 6-34 0.0 5.4 20-182 0 0 0 y . [..�) / � I 1�1 � ,�� '. �_,, \ "'../ /1", __,_,_111,_ 1 1 . I . I I, I--, 1, ^ ` � N A \\ hr-ll I _11i 11", I - 11-111 "'p, , I I , , I !� I I�_/. _ ,�, , " ` .:�' - �� I , , / 1 1 � I _ , I, 1. v .. \ \F.'j 4 I j I fl, .- ....- MIXED USE 0 / I , I/, --I- I" \ "k, - ( ..., .. , 0, I -1 1�` 11 I / � I _1., // J I'll , O/ I I;11 , I, \ __ .. - """ -.1 ," .4-1 ,� .-.-.",. . 11 1) � I I ... .... I .... 1, . 1. 0 . " ,; . , , , .. . .. . ......... - ') ... \1 - , I ,� I—, b ,,' Z 12 6-34 00 10 13AO2 0 0 0 i �;�,/--�� _ . .......... * ............ 1.1.1-1 ... . ... , I 11 - I\., SHEET NO. 0-1c"', '), \ I I I 0 f I ,,,,,",:,", , \ --,-,,,,,,, .... "I � 'f� (� I �\ r I 1 ", I I 11__./�� _____ \ t ,,, N Q, _ C4.05 TOTAL 311 150450 49 31 61 /I I/ \,�' - 1,1,/__,_1' "I / a 7 :! i I I 1 f "�� 1�1 I \ H ,", \,.. ,,,---,,, ,-, - -, '...... ,.-_�'-'.' '-,-,`` / " - . . . . . - 4 — - - - - . �, -0 - "' -2: . 2 . - 4; I ") i2 0 _� lu . & :1 0- ;�, . - 1p 11 . Z) 11 -0 - 0 = 10 . -0 . -I-, k . S_: � 0 ,u 2 I n D_ 1 703 -0 (]f C) 19 . w - z �. 02 1 5i :_ I— 'o - E -2 11) -0 C . . = I-. 0 :-: 19 I , Z " 02 e �� ax) L- 'D .-_5 �1'5 1--, . 1:1 - 2.§ C, C') 0 C -2:2 'n . 2 -�; , x- .2 ") "� --� 2 2 ") . -0 �2 0 ') 8 E �,a_ , Q cu 0 - - -0 - 0 F. -2 , .r , 2 0 10 -C . -.9 -0 . �9 Cu U) - , il �2 11)_0 W :� iE j� L w %11�m CN CD _0 (u v 0 a: C, z _j z I SCALE 1"=100' jo 100, 200' 0 IMANAGED I STEEP SLOPESI BLOCK 1 0 IICLASS B TYPE 2 IDC:nr:QT01AK1 TDAII ki k-11 rx (297 LF) I...... ... .... .... ........ I............... ,:: .... .... ........... LT ff 6 .. .. ...... . . ...... . ........ . ........ ... . ... . .. . ... ... ... ........... . -- ----- - .. . ..... .. .. ..... .. .. ... . ... .. ICUNT :V CILD.......... .. .... ...... yb ... . ...... F:LET* .... ...... BLOCKz .......... ? .... ... .. : ... . ....... . .............. . .. ........ L C -N 3 41 . ......... .. .. ........ .. . ... ........ .. .... . ........ . .......... 15� 2021 . ... . ..... .... - -------- . . . . . . 0 < 0 E Lu Lu < C) U. Lu 0 Lr; uj o U- U) @ > < r- c Ln 0 4-I................ IIC) Lu n12,679 SF (0.29 AC.) OF BLOCK 2 INCLUDED IN L 0 THIS PLAN 0 ... . ....... . .... . .......... . ..... ... .... .... ......... ......... . ........... . ............ .... - - - - - --------- -I 0 0 0 0 i�) I34,698 SF (0.80 AC.) OF BLOCK I INCLUDED IN THIS PLAN y IBLOCK I IBL'CK 3 F . .............. 0 000O CLASS B TYPE 2 TRAIL (746 LF Ic 0000"CLASS B TYPE I PRIMITIVE TRAIL ....... viol (405 LF) -J PLAY FIELD I (4415 SF) TOTLOT (1866 SF) 0 !R' BLO 4 ,BLOCK_ 0 P I: E S V f 6 PARK,\ SLOPES (1855, SF) . . . ........... CK 7 .... . ..... L COMMUNITYI ........ GARDEN" I(985 ..... .. .. ..... ...... ...... . ........... ............ ... ... .... . . ..... ........ .. . . ........ TRAJ ..... ..... .. .. ... .... .... . ...... IN T .. ... ... .............. o 5 L yEDF-STRIAN, ........... ..... ............ :� .. . ........... . ..... I............ ............ y I0 P, lei 1,;, T0 It0 .. ...... , I0 0 0 u 0 0 I v ......... .. .. ........ BLOCK 9 KuiX B L 0 C rK A2 < ....... ... I I.......... II00....... ...... .......... I_-_- -- I. ........ I ............... N-- - . , "I " 0 . . ......... . ... ..... LANE ... ......... ........ F ............. IZ ;V114 lip, ....... . ...... I0 PARK y I,-J'(394U bi-) Iuj f. ......... . .. ....... . .............. ....... **_,,� > ILu ............ 9 .... . ...... . In V./ < y1j" ��NjESTRIAN II0 NECTION Iul > u LF) GARDEN 0 ........ . 1(2707 SF) >_ I........ . ... . ....... K ........ .. tW" . . .. ........ .. ........... I.............. I . . ... . ....... . . y Ie l. . ....... . ..... ..... PARKj . ... .... I(2555 SF) IIof IIIitIIIPAR� .......... . ........ II0. ... .... Il... . .... . ....... . .......... II"I .... .... . .. .. ............ % III. ... ..... ....... ........... . ............. .. ....... ..... ..... ............... .. it........... ...... ....... ... ... . ...... . . .... . ........ . ............ . ........ ... ........ ........... .. I............ II. ... ....... ..... ... ............... .... . ...... III.. . . .................. II.......... - - ------ . ....... . tIY IINN............... lIItr I. ........ j TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY TRAIL & PATH TRAIL & PATH REC. AMENITY REC. AMENITY & TOTAL GREEN TOTAL AMENITY STEEP SLOPES OPEN SPACE OPEN SPACE AMENITY AMENITY & civic CIVIC SPACES MINIMUM RECREATIONAL RECREATIONAL AMENITIES & SPACE GREEN SPACE SPACE AMENITY SPACE BLOCK (ACRES) REQUIRED PROVIDED REQUIRED PROVIDED SPACES REQ. PROVIDED AMENITIES & CIVIC SPACE CIVIC SPACE PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED (ACRES) (ACRES) (ACRES) (ACRES) (ACRES) (ACRES) REQUIRED (ACRES) (ACRES) (SF) (SF) 1 1.80 5.97 0.80 0.23 0.05 0 0.05 2,000 LF CLASS B TYPE I PRIMITIVE TRAIL 405 LF CLASS B TYPE I PRIMITIVE TRAIL 8.00 0.80 10,000 2,025 2 0.10 1.10 0.29 0.20 0.03 0 0.03 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 0.29 8,700 1,491 3 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 4,415 SF PLAY FIELD 500 SF NEIGHBORHOOD PARK 1,866 SF TOT LOT 985 SF COMMUNITY GARDEN 600 LF CLASS B TYPE 2 TRAILSA 2,707 SF GARDEN 5-8 0 0 1.30 0.12 0.11 0.11 0.62 1,135 SF PARK 0.23 0.97 10,500 27,124 4,000 SF NEIGHBORHOOD 3,940 SF PARK PARK OR REC. AMENITYC 1,855 SF PARK 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS B TYPE 2 TRAILS 500 SF NEIGHBORHOOD PARK 9-11 0 0 0 0.50 0 0.13 0 2,170 LF CLASS B TYPE 2 TRAILSB 0.63 0 22,700 0 5,000 SF RECREATIONAL AMENITYC 12 0 0 0 0 0 0.15 0 6,500 SF ACTIVE USE REC. AMENITY 0.15 0 6,500 0 TOTAL 1.90 7.07 2.39 1.05 0.19 0.39 0.70 10.41 2.06 58,400 30,640 � THREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8. 'FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR I 1. � SPACE REQUIREMENT IS CUMULATIVE AND MAY BE PROVIDED USING NOT MORE THAN 6 SPACES, NONE OF WHICH CAN BE SMALLER THAN 500 SF DISTRIBUTED ACROSS BLOCKS. IN........... I. ...... . ..... ................. ...... '�y ............ IL .7 ... . ...... y I......... II> I. .. .......... 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 SOU I HvvuOD NLIGHBORHOOD CUNST UCTED P 10 I U I HL UANUL Ul- I HL 300 I H CERTIFICATE OF OCCUPANCY IN PHASE 1. z 0 c� u C, (�_, Z u ;��' 0i Z LLj > Lu cl� cy- Q� Q� Lu w cl� ell cy_ Lu (N CN cy) DATE 311812021 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT' CHECKED BY C. SHIFFLE7T SCALE 1 "=100' ui (D Lu z > < 0 z< Lu I C) co < LU < a- >LL co 0 LLJ r Z z LLJ ::D 0 a. Lu u 0 0 0 JOB NO. 40919 SHEET NO. C4.06 0 U) cu _(__ (n tu cu CL EL 0 jr 2 CL (1) z oo 2 � 0 D 0 of Z (n (n 0 ID 0- x (1) Q) o 0 CL 2 0-0) cu (D 0 cu 0 C6 .5-0 0 (n (n .2 2 W w 14 tk 141 -------------- .. ......... ....... ,.,......._,,..,a 100 I . ..... ..... 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GAYNER DESIGNED BY C. SHIFFLET(' CHECKED BY C. SHIFFLETT' SCALE AS SHOWN W (D \H I U) _jUj w L-L >0 ry ^ w L.L. J Dew xxxJw U m W J Z U_ 0 UJ r U) Q0 0 W _ 0 0 3: U) JOB NO. 40919 SHEET NO. C5.05 0 7 U C 0 O 3 L_ 3 L CD 0 _0 0) ui —1 LL 0 ry cl) cl _0 Q) ry �o 0 0 0 m C) :5t X ..... ... .... 15,/ lI% �10Z Vl% e/ zv I&I -w A `4,39�, :0 '40' . . ...... .... Oy, > v ............. .... . J, .............. T . ........ ......... 7, > SCALE 1"=40' .4 FT-4.4-l" Y 0 40' 801� . ..... SCALE I "=40' % do, Vl . ... .. .... . .............. 0 40' 80' No cb 0 14 1h............ > 45 44�_ 44 :47 458 ... .... .... ... .... .. . .... N Nv A D H .. A V 4" 1 L L LAN -NN NCE .......... 2 ......... .. ......... . . . . . . . ..... < c w vy.- A�DI�AL HILL C +003 f i � — . MUM . .11 e�:��, I'l �!GH. DIS 455 K�; T rrr— '4t)O j 453- cAq4 442`� --,"447 4 4 lj�_ c� L . ...... 460 X_ . ..... ..... JT� ............ Y-,f, A 2. _N 17. A-) \,439 43 4-447 J, ;Xl� 4 1 U 465 HEIGHT OF OBJECT = 3.5' 455 450 445 FM EXISTING GRADE HEIGHT OF ................................ .......................................... OBJECT 3.5�- .................................. EIGHT OF EYE 3.5' SDR - 123' .................................. ............. ................ .......... ................... 11; .......... �PROPOSED .... ......................... I ................................................. ........... / ....................... .................................... GRADE- 4651 4601 4551 4401 +50 10+00 11+00 12+00 13+00 14+00 15+00 TOWNHOUSE PARKING TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 5 0 50 PROFILE SCALE 0 HEIGHT OF OBJECT = 3.5' 455 455 ............................................. ............ ............ ................................... ......... ..................................... ............................................... ................................................ .................................. ...................... ......................................................... .............. ................................... HEIGHT OF EYE 3.5'' N HEIGHT OF OBJECT = 3.5' 450 450 ............... ............................... ................................................................... ............................. ......................... .................. f ............................... ................ ....... .. ........................... ....... ............................ I ............................... ................ ............................... ................ SD� 94' 445 445 ............ ................. . ................. .................. ......................................................... ................... ................................................ ......................... ... .............. ................................................ .......... .............. ...... ........................................ EXISTING GRADE 1 PROPOSED 440 GRADE' 440 9+50 10+00 11+00 12+00 13+00 14+00 PRIVATE ALLEY TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 5 4351 0 50 PROFILE SCALE CLINT :W� 91 15�/ 2021 E C) CN 0 > E e E Lu F- Lu > I_ u 6) 3 :< 1-4 3: LL C) � LU %d cU Cl� Lu Lu Ln 0 > vi ;2; 0 u (f) _j Lu 0 66, �w� < Lr! c: Ln 0) > c) c) c) C) Lu %-0 F- :D 0 WQ WQ LQJJ (f) (D ::D 0 uj Lu LLJ LLj > Lu I-D LU < �-o Ln Q (y) < a 0 . . . . . DATE U) 311812021 DRAWN BY C.GAYNER C. SHIFFLETT' CHECKED BY C. SHIFFLETI- SCALE ASSHOWN T--i Lu 470 470 am (D EIGHT OF OBJECT 35 EIGHT OF 465 EYE 3.5' 465 460 460 PROPOSED ,ac9o, I GRADE HEIGHT OF OBJECT 3.5' 455 455 450 450 EXISTING GRADE 445 445 440 440 U) LU _j Lu 1_1 < o w CL 0 Lij W C) ca -i Z LLJ < > LL 0 Lu r U) z C) S 0 0 u u.j r (D U) 0 0 9+50 10+00 11+00 12+00 13+00 13+50 CONDO PARKING TO WARDELL CREST SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 5- JOB NO. o 40919 0 50 SHEET NO. PROFILE SCALE C5.07 ,u -00- Q L) :3 0 -0 (]f 2 (D (I)o 2 �i 0 E -0 CL 0 D 0 0 c: 0 CL x a) q) CL:E 2 CL (D > E _2 i-n cu (n L) X c a) 0 w t 2 0 0 cu 0 0-0- 0 C o cu -02 U) 'n C 0 CL a) _0 (n Q) 01� , A ov I \0 a. f 450 0 45 -.0 i -A NO P R� N G.. sjA L NG:PARKING s R7 h. -NO PAKKIN "�SIIIGN 7L1 R ..... .... .... HEIPHT OF OBJE6,T = 3.5' 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SIGHT DISTANCE PROFILE - FUTURE ROAD A HORIZ SCALE: I "=50' VERT SCALE: I "=5 15+50 16+00 4tU 4651 4301 16+50 ............. ............ ......... .................... .......... .................... . ............................... .. ... ..... ................. .... .. . ............... ............. .......... .... . ...... .............. ........ ........... ................. ............ .............. ............. ............. 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C5. 08 O 27 zi C. 0 0 (1) O (u c) cu O. c: 0 LD 0 c r'iTl 500 `• I I € ' HEIGHT OF OBJECT = 3.5' SDR - 18 ' (TO INTERSECTIONS 495 £ 495 i I ! EI HT OF EYE _ P.5' 's E 490 1 ' i ? �- ""� i 490 SDL - 280' i i 485 485 i P OPO'SED` I GRADE I f E EIGHT OF OBJECT = 3.5' • � f E 480 480 F ! 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'':n', , -. � { iat {l} •a ; � 3 kt # � � � j ; . �� ? r£ } ,✓ ,/ .,. ,.. .., ,• i it 3 } r � ,. q � „ ..,. 1 £ { 1 n3 } � ; �} } 3 �{ ;} ,} �' 1 { ;` ? `z 3 � t5 } { t�.. - J{ r •,, t 1 1 p •, i r;'1 --s #(, r.. , �../ °+F 1 '. t i } { ' 1 a 1 1 � ( } 1 ,c!..,, � � � j 'i £� };jy' r# ✓ ,...�`,.• '.,°"". ,..„..,. 1 /`„.n i„?"; !:l if f- / j ,/ i / ° 1 # ,l ? 1 { } y € 1 r a ''., ' wl � �f ''? r a.'-,"' 'w•,„o, 'i } '; i � { / � 9, c;Ss £" �r> '� rf ,�: � i� � ' � � � 3 t�%f3 r ? , i �:,i� d ( ""`� i i # � a ,,�.,,,.,.r'r��� ... ... _ .....,... ......, s a �3 i ,i,�. + • } , 'S ''' j i �, ?' � 481 i i a € ✓. y'3� r> / f'' iy } } } { ✓£ - 480 5 , �� .•j '::: ; —Q� ", ,l � is � i � q ' � ' j 3 � �,i ^. ..... .... .... ..... .... „ �"„--''"`� � j ,l '":i : �t } ; � '* } `• r 1 , ✓ s l L " l }S 't ;; { i f 1 j { SC�=20=..-• Nc . _ .. , ; ; ;; i 0 20€ 40' ' ✓� } ; } i 1 ,I { f ', Ia �:t ; 'v. €''.'" } /� �, �•a jJ i IE ; t ` j 5`y } � ..x• .., /�,, 500 SDR - 280' --HEIGHT OF EYE = 3.5' 495 EIGHT OF OBJECT = 3 5' 490 PROPOSED `� \ GRADE �* LL _ 280' EXISTING GRADE \4 485 -.............._.............._............................................ .....................................-_........................"_................................................._....... _:,..._...._...............,._...................._....._.--.._.,....__........_..._................... ....' .�.....-............................................. 480 -___--------'----------------------_.— ---- _---- ------------- ---------- _--------------- _.._.;........... ..........--------------- ...,__,.,__,-,_....------_-_. - -- ....... _._..-------------- _.._ 475 i HEIGHT 'OF OBJECTI= 3.5' 1 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 HICKORY STREET - SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 vvv 4951 4851 a • e 4701 16+50 M E O N OV � N > E E ll l LU � Q {H tj LL Lu O Lu L M U Ln W N O H a U) a zLU ch tY Z;Ocn V w 04 :3 0 i� 'j. i_ {_ V O W W W 1 N W O O D v U u U koH 000 O 0 0 CLLIJ S U) U ��� 0 i- 0 O O w N a ko Z O DATE j 311812021 O DRAWN BY C. GAYNER } • DESIGNED BY • C. SHIFFLETr • CHECKED BY • C. SHIFFLETr • SCALE • 1 "=20' 1= W \H I co z r LL, oz lLLJ J w U m Z W LL. > O �-- LU r Cn QD W ° F- 2 (D ^_ v ) O O i D O U) JOB NO. 40919 SHEET NO. C5.10 N N 0 4 N 0 2- Q a a) 0 cu cu 0 0- 0 0 L I L �U�T�� [lU�;JTTT�4N����T�� �[lTyJT1 "°��^ `-^^ ��`�'`'^ / � / / '`'^,``-'-^^^^ POINT / � DRAINAGE AREA ANALYSIS (PRE -DEVELOPED m L .. .. ...... IIII. . ......... IIIIt? ... .... ... ....... . . .... I. . .. .... L :Aj IIIIII..... ..... IPRE-DEVELOPED DRAINAGE AREA . ....... .. IIitII0 II. ... ....... J. . ........ ......... . ....... IIII.. .............. . .......... ........ . ... ..... IIII....... ........ ....... . . I ...... Ir I.......... DRAINAGE AREA 3 TOTAL: 7.01 AC IIIMPERVIOUS: 4.24 AC DRAINAGE AREA 4 I< TURF: 2.77 AC Ivf TOTAL: 0.63 AC IIMPERVIOUS: 0.1 I AC WOODS: 0.00 AC I83 ITURF: 0.38 AC I. ......... WOODS: 0. 1 4 AC Tc 6.0 IIi ell, 6.0 CN C III37 idip IIfi I. . . .... ...... IItfmm MR wff- I. . . ....... IIIIII... . . ......... I< PRE AREA 1(]NSITE) AREA =1475ACRES IMPERVIOUS =O.21AC. MANAGED TURF =0.O0AC. WOODED =14.54AC. To=8.OMIN. Q(CFS) V(AC'FT) 1 YEAR 7.42 0.404 10YEAR 43.83 PRE AREA 2 (OFFSITE) AREA =i.52ACRES IMPERVIOUS =0.51 AC. MANAGED TURF =0.0OAC. WOODED = 1.01 AC. To= 6.0Kd|N. O(CFS) V(AC'FT) i YEAR 2.30 0]01 1OYEAR 7]9 DRAINAGE AREA ANALYSIS (POST -DEVELOPED POST AREA 1ATD8|ORETENT0Ni(JNS|TE.DETAINED) AREA = 4.48 ACRES IMPERVIOUS =2.88AC. MANAGED TURF =1.54AC. WOODED = 0.26AC. Tu=8.OMIN. O(CFS) V(\C'FT) 1YEAF< 11.48 0.510 iUYEAF< 27.80 POST AREA 1BTOB0RETENT|ON1(OFFS|TE.DETAINED) AREA = 1.52 ACRES IMPERVIOUS =0.51 AC. MANAGED TURF =O.O0AC. WOODED =i.Ui AC. To= 6.0 MIN. U(CFS) V(AC-FT) 1YEAF< 2.30 0.101 10YEAR 7.18 POST AREA 2T(}B|0RETENT0N2(ONS|TE.DETAINED) AREA =2.38ACRES IMPERVIOUS =i.37AC. MANAGED TURF =U.0SAC. WOODED = 0.04AC. Tn=0.0MIN. O(CFS) V(AC'FT) 1YE/\R 577 0.256 10YEAR 14.31 POST AREA 3TODRY POND (ONS|TE.DETAINED) AREA =7.0iACRES IMPERVIOUS =4.24AC. MANAGED TURF =377AC. WOODED =U.0UAC. Tu=6.0MIN. O (CFS) V(AC'FT) iYEAR 17.08 0700 10YEAR 43.50 POST AREA 4(ONS|TE.UNDETA|NEO) AREA =0.S3ACRES IMPERVIOUS =0.i1AC. MANAGED TURF =0.38AC. WOODED =O.14AC. To=8.0 MIN. Q(CFS) V(AC'FT) 1 YEAR 0.81 0.028 10YEAR 2.43 POST AREA 5(ONS|TE.UNDETA|NED) AREA =O.3UACRES IMPERVIOUS =0.08AC. MANAGED TURF =0.2OAC. WOODED =O.04AC. Tn=8.0MIN. C)(CFS) V(AC'FT) 1 YEAR 0.32 0.014 18YEAR 1.20 COMBINED FLOW ATANALYSIS POINT 1 C>(CFS) 1YEAR 9.67 1OYEAR 51.04 FLOW THROUGH 8|ORETENT|ONi O(CFG) 1YEAR 2.28 10YEAR 48.74 FLOW THROUGH B|ORETENT|ON2 {)(CFS) 1YEAR 1.04 10YEAR 1411 FLOW THROUGH DRY POND O(CFS) 1YE&R 1.33 i0YEAR 3711 COMBINED FLOW ATANALYSIS POINT 1 O(CFS) 1YEAR 3.73 10YEAR 88.93 CHANNEL PROTECTION (ENERGY BALANCE): C>osysuopso 15 0.80° ° + Qpne-DsysLnpsooppons O...�°^�080°(742^O404AC'FT)/(051O+O258+O700+0O28+00i4���'FT+(230CFS) (��n � � � � � � � � � =3.70CFS CL POST -DEVELOPED =3.73CFS OK NOTE: THE STORMWATER QUANTITY CALCULATIONS AND PIPE CALCULATIONS FOR THIS PROJECT INCLUDE ALLOCATIONS FOR 2.14 ACRES OF IMPERVIOUS AREA FOR THE FUTURE DEVELOPMENT OF BLOCK 12. �T��[NNU\T��0�� � ~�.��.u,"",`.^-.~ /x,..^/~r�/�"^- TH|SPROJECT|NCLUDESTHECONSTRUCT|ONOFTHREE(3)ROADVVAYS.ARES|DENTIAL COMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING. ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF TWO BIORETENTION BASINS AND ADRY POND. FLOOD PROTECTION REQUIREMENTS FOR THE 10-YEAR STORM WILL BE MET BY RELEASING THE STORMWATER INTO THE MAPPED FLOODPLAIN, IN ACCORDANCE WITH 9VAC25-870-66, SECTION C.3.C. STDRK4VVATERQUALITY WILL BEADDRESSED THROUGH THE INSTALLATION OFTWO B|ORETENT0NBASINS AND THE PURCHASE OFOFFSITE NUTRIENT CREDITS. DOWNSPOUT SPLASHBLOCKS SHALL BE USED FOR ALL ROOF DRAINS. 9/|5�/2O2 10, DATE 311812021 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT' CHECKED BY C. SHIFFLETT' SCALE 1"=60' TVVELEV. 415.00 1211 24" LONG EPDXY COATED #4 REBAR PRE-TREATMENT CELL 8VVELEV. 4i4.0O 1A k\ EKJB '-Al STONE FILL GAATON BASKET FOQFAAY WALL /RT(l[�Fl-F�NT7(lN FACILITY ��1 ) �~^.~..._.^-...^.... .^``~^^-^. . . �/ NO SCALE BASKET EDGE 24^LONG EPDXY COATED #4REBAR BVVELEV. 43O.Oi 1 EK4BED8^ \-AJSTONE FILL GART[lN BASKET F[lRFRAY WALL �[�T[l���-[��KJl-T[lN FACILITY ����\ �~^`...^_ . ^-.. . ^.~.. . ' ``~^^-^ . . . .-�NO SCALE R|PRAP-LINED PRE-TREATMENT CELL o PROP. RETAINING WALLS, SEE SITE PLAN FOR LOCATION RETAINING WALL 1 TVV=42023 BVY=424.1O RETAINING WALL 2 1U0'YRELEV. 425.4Q TVV=428.10 --- ---- ---- ---- 1O'YRELEV. 424.87 8VV=424.10 --' ---- ---' --- CREST ELEV. 423.Q2 TOP OFDAM =428.5O 8' 1]31' FREEBOARD Ll 60" RCP W/ TRASH RACK & ANTI -VORTEX DEVICE W/ TRASH RACK POND BOTTOM TO BE INV = 418.00 CONC. BASE NOTES: 1. TRASH RACK TO BE INSTALLED ON ORIFICES AS SHOWN ON DETAIL ON THIS SHEET OR APPROVED EQUAL. 2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN TD8EPROVIDED BYGEOTECHN|CALENGINEER. 3. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION OF THE POND TO ENSURE ALL RELATED REQUIREMENTS ARE SATISFIED. DRY POND DETAIL No Scale 117.811-24"HDPE @ 0.5096 ------------------ '|NV417.00 EMBED 6^ IN CONCRETE -EMERGENCY SPILLWAY, 45'LONG, 5'WIDE |N\i424.QQ -IMPERVIOUS CORE AND CUTOFF TRENCH |NV417.Oi 1'YRELEV=42375 10'YRELEV=424.87 100-YRELEV=425.40 v n ,�� ' ` \ \ o / v \ , * ^ / v� � ur-� DRAINAGE AREA C UNDETA|NEO TO DITCH ALONG ^� �~---- G p - uLuL,mcnuumumuau-~ VD8/�x0�/ _~ MANAGED,� � �� STEEP SLOPES mr , E4 � / ---�� U ---` (TYPICAL,) vn/ v/ ' & y / °v � cr�� \� `\ �� .�- / / \ ^ \ � �� . \ ` � n � ` ° / - / / � \` � o / . � o 00 n �#~ EL AMR- DISI'RIC� FLOODFlA/W y-J � °~ ~�� » �NS�V���A��. ° \ � -/� / . ~�, �� ~`~~ ' . / o �'� ~' - ' - - - ......OVERALL DEVELOPMENT AREA o n / ^'~ '- ou , 000l TOTAL AREA = 15-8AC ( / -� �� -- ~ o_.__� . ^ � ~~- -- � � / / ` ~~'`�'�''''~`^'-- � � u o 0 / . 0 v » // r° SCALE i"=1U(Y � - ,/ \ � . ` +/ ` . ' /` \ n \ \ �� ' � jmy nn. - '-- -- ^���������� �~��� ����� DKA|N�GEAREAAA. �= 0 kc AC / x 101811 IMPERVIOUS 2.83 AC AREA 6.36 AC FILTER AREA REQ. 3,626 SF -A AREA PROVIDED 3,0u�j Z)t / + DRAINAGE AREA FORESTED = 0.00 AC PERVIOUS = 0.95 AC IMPERVIOUS = 1.02 AC FILTER AREA REQ. = 1,570 SF AREA PROVIDED = 1,587 SF x AREA EXCLUDED FROM 7w QUALITY CALCULATION AREA 4.86 AC + v -~ " � \ d ---- --- pft /~ /^ v * n \ .. � ) ~....... °.`.=` °. FOREST `^".="� . . �~�. ` ~ OF ``' `°'"" YEAR FLOOD PLAIN / / o TO BE DEDICATED AS PART OF `` o ;W|T|�/�'|ON PLAN-'� ' �� `~ o � _~ " o o ``�~~ �� "/3 * u w uu o 60"NYLOPLA8TBASIN WITH DOME GRATE - TOP:415.00' STRUCTURE TOP T0BELOWERED AND ORIFICE T0BE PLUGGED FROM SEDIMENT BASIN CONFIGURATION. TOP 2.5FTOFTHE STRUCTURE INTERIOR TO8EPAINTED BLACK SEE STORM PROFILES FOR ADDITIONAL INFORMATION CLEANOUT RAMP SOIL T0LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 31 BOTTOM OF B|0RETENT0N BASIN 3^HARDVVOOD BARK MULCH 80^ B0F|LTERNi|X J"NO. OSTONE 45^NO. 57STONE 0^PERF0FAJED SCHEDULE4O PVC UNDERDRAIN 1'YRELEV~415.05 10-YRELEV=41525 100'YRELEV=415.96 M|RAF|14ONFILTER FABRIC OR EQUIVALENT. TOBE2' WIDE CENTERED 0NUNDERDRAIN | NOTES 1.38^8|0F|LTERMEDIA DEPTH SHALL BETHE MINIMUM DEPTH AFTER ASETTLING PERIOD OFTHREE DAYS. QUALITY DRAINAGE AREA =4.O3ACRES T(V)=10.877CF°1.25=i3.59GCF IMPERVIOUS: 2.83ACRES MANAGED TURF: i.54ACRES FORESTED: O2GACRES DESIGN STORAGE DEPTH: (TX O.25)+(5'XU.4)+1'POND|NG=375' SURFACE AREA REQUIRED: T(v)/DESIGN STORAGE DEPTH '>i3.508/3.7{/=3,63SGF SURFACE AREA PROVIDED: 38 PRE-TREATMENT SURFACE AREA REQUIRED: 15%XT(v)/STORAGE DEPTH =i5%Xi3'5Q8/3.75'=544SF SURFACE AREA PROVIDED: 552SF NOSCALE 36"NYL0PLAOTBASIN WITH DOME GRATE - TOP: 481.B1' TOP 2.5FTOFTHE STRUCTURE INTERIOR TOBEPAINTED BLACK INV. OUT =424.4318^HDPE CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW OTRUCTURTE MIN SLOPE 3:1 BOTTOM 0F B0RETENT|0N 3" HARDWOOD BARK MULCH 36^ O|OF|LTERM|X 3^NO. 8STONE 4S''NO. 57STONE O^PERFORATED GCHEDULE4O PVCUNDERDRA|N 1'YRELEV=432]31 10'YRELEV=452.50 � 100'YRELEV=432.08 � .91 FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 1OrHDPE NOTES 1.3O^B|0F|LTERMEDIA DEPTH SHALL BETHE MINIMUM DEPTH AFTER ASETTLING PERIOD 0FTHREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA =1.6QACRES T(«)=4'207CF°125=5.25QCF IMPERVIOUS: 1.02ACRES PERVIOUS: O.U5ACRES FORESTED: 0.00ACRES DESIGN STORAGE DEPTH: (3'XO.25)+(4'XO.4)+1'PON0NG=3.35' SURFACE AREA REQUIRED: T(v)/DESIGN STORAGE DEPTH ->5.25Q/3.35'=1,570SF SURFACE AREA PROVIDED: 1,587SF PRE-TREATMENT SURFACE AREA REQUIRED: 15Y6XT(v)/STORAGE DEPTH =15%X5.25Q/3.35'=238SF SURFACE AREA PROVIDED: 238SF NO SCALE r= C: a tar `1 M rn 0 CV O w >_ 0 a> 0 a rn Z J n !Y Q U7 J Q O p A[ D y rc` ..... ..... ..... .... .... ..v. "....: :. ., ..... ..._ 66 �I qr. / ✓ ✓ f. / / Eli; w .... ... ..... ..... ..... ..... ..... // /J / / ifET{'.4lirgi sffrtnpfftfLdfctfgi££t4ERhod. / ti d a,, ..... .... ' ,/ f { / ,�,a / :J 1. ?(r1Y SMP 5kandard's and SPeslfi�rtrgnS .. ..UDt3 4fafL k<TVIF 5faiirlarQs and $; / STEEP -SLOPES / /\ j I / ( 57PJI2uProiettName P ESEVED J STREAM CENTERLINE Date 7/Y2<Qo2d1d �.t ..".. "... .,;�. t;i7nSyeziJ.'ruxiom Ctsf, 2413 Draft Stds &Specs rJ r3 -7 _ .:. ; o'0 :Site Information ... .... ..... .,... ,".". .•, iJ`i��/✓' w"�'• `.i / /fr / 5� /J /- ra j ✓ / i 010/0ol Post -Development Project (Treatment Volume and Loans) �g Owl, 23 r / / r //' €Land Coves (acres) STEEP -SLOP ES 'J° /� t (PRFSERV�D) " j ✓ / f r 20 l 202 ASoils aSolis Csods D:Sods Total. Forest/Dpen Spxe(aues) -undisturbed crctect_d£creure en .ace us iefores[ed u3S tY 3 Managed Tur{(acres}.-di�turbed,. grad 1 `aryards cr other turf to be. sf-6G- Ebb Impervi.eus Cavcr(acres) •fStePti??psn Spare nreasnicYt¢¢Rnrertzd�r. ttcran�stncg wrta-£1r'[irgima hLr if Rea�xtr,.,�Tv99k�4d :� �,1 SG ::. `Constants. Runoff Ccef#(clents Rv i/ff � .+_'`` / /, r ✓, ./ r• /y E;; �j r Annual Rainfall (inches) Ja'ffet Rainfall ev'nt £tnci:es 143 }„QD :Total Phosphorus 1TP) SIC(mg,!L) Total xltirogen {TF!}. Ef.0 (mph!) :1.$€i Target"iP Load (Iblaaelyrl :0.41 FlfunlElass conecticn factcr) ASails DSoils CSails DSol ls ForestJtlPen Space 0.02 0.03. 0.44' "UM fA:.naged Turf r}>3� G:20 0"22': 0.25 Imperious Cover q9j' Q;9j Q;Q;#: : 0� ✓ v Land Cover Summary Tra aliment Vblurma and t utdent LcarJa -... ,� 'r ✓ j / 3' f"� f I r 1 1/ 1 Treatment 0.1uma. foesGOpeoSpaceCarer(aaes) 63S DE / r f/J'` ✓ / G / / / a / rc r f { { j / 1 (anreft) r // Y/� { t' i / r Weighted Rv (fittest) 0 C3 Treatment Volume (cubla feet) 2J, ran t r. / �\ -C/ r k / / . . { a / f' 3iForest 2gs TPLead(I'gf'fr) 1.8 BIORETENTION FACILITY 1 SCALE: 1" = 20' MEW I... L_ \ \ \ \ \ \ \ \,` Site Results' (Water Quality Compliance) Area Checks FORESTJGP. EN SPACE (ac) INIPERVIOVSCO R(ac) WIPERVIOUS COVER TREATED(ac) W. NAGED TURF AREA (at) MANAGED TURF AREA TREATED( c) AREA CHECK D.A.A DA. a D.A,.0 R.A. D D.A. E AREA CHECK 2.83 i EOa f£GSi t£>f)0: frfi0 O(. fr00... .. 0nfi0 DK. <: '4?;05 OK: .:.: .-.... OK. OK. DK: OK. Cfi Site Treatment Volume (ft3) 23'6uS Runoff Reduction Volume and TP By Drainage Area HU NOFF REDUCTION VOLUME ACHIEVED (it') TP LOAD AVAIrLABLE TOR REMOVAL (IGf yr) TP LOAD REDUCTION ACHIEVED (Iblyr) TP LOAD REMAINING (Iblyr) D,A A DA 6 DA. C D.A. D DA . E TOTAL $ 70a 3 366 0 tT 0 12 G6o ................... 000 9U 614 238 G00 0f)0 000 SS2 Dt27 4.Gfl 4.ff0 0.00. U.9a NCfROGEf1.LOAD REDUCTION ACHIEVED (Ibfyrj . Total Phosphorus FINAL POST-DEVELOPMENTTP LOAD,(Ibfyf} TP LOAD REDUCTION REQUIRED (Ibfyrj 9 77 TP LOAD REDUCTION AOUIVED (Ibfyrj ;:........8.5.2.... �....:'. TP LOAD REMAINING ib f ( fr j .1Q 10 .-.. . REMAINING TP LOAD REDUCTION REQUIRED (Ibfyrj; 1.2s Total Nitrogen (For' information Purposes) POSr-DEVELOPMENrLOAD (Ibfyr) i3320 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr, :i 62 ]1..: REM`11NINGPOST-DEVELOPMENT NITROGENtOAD(lblYr) VA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 ';• .:.'..., ... ',.:. .: A5oi15. BSulls CSuilS DSoils Totals: Y.ot Total Forest/open (acres) 1 0.00 6.35 0.00 1 0.00 6,35 29 Managed Turf( acres) 0.00 8.66 0,00 1 0.00 8.66 40 Impervious Cover (acres) U.00 6=57 0.00 1 0.06 6,57 30 21.58 100 Site Tv and Land Cover Nutrient Loads Site Rv 0.33 Treatment Volume ft' 29,635 TP Load )Ib/yr) 18,62 IN Load (Iblyr) 133,20 Total TP Load Reduction Required 9.77 Ib r Site Compliance Summary Total Runutf. Vafume Reduction (It") 12,068 TotaITP Load Reduction Achieved 8> 52 (lbfyr) Total TN Load Redaction Achieved 62.31 (lb/yr) Remaining: Post Development TP Load 4010 (lb/Yr) Remaining TP toad Reduction (lb/yr) - 1.25 Requited: _.._..--.-.._.--..-..-------•---•--•--------- ..-.--.---•----------•--------..-..--.-..-..-.---•--------•--•-------.-----..-..- DralnaQeArea Summary " `' " D.A. A D.A. B. DA. C D.A. D: D.A. E Total ForeWC)Pen (acres) 9126 0.00 0.00 0.00 0.00 0,26 Managed Turf (acres) k.54 G:95 0.00 0.00 0.00 2,49- lmperdous Cover (acres) 2,83 1.02 0,00 0.00 0.00 3.85 TotaEArea(a#res) A.63 1.97 000 O.Op. 4,OQ, iT,60 Drainage Area Compliance Summary I'd .. :: D.A. A D.A. B DA. C P.A. D D;A-: E Total TP Load Reduced (lb/yr 6.14 43ka 0.OD' 0.00 Q.UO. '3.52 TN Load Reduced (lbfyr), 44.93 17.38 om ofoo 0.00 62.31 Drainage Area A Summary Land. Cover SummarY. ..' ASoils BSoils CSuits Dsoifs Total yufTatat Forest/Oper)(acmij O DO 0.26 0:00 0,150 0126' `a Managed: Turf (acres). 0.00 1.54 0.00. 0.00 1.5-4 33 tmperviousCover (acres). 000 2,33 f3,o O,GO 2.83< 61 } 4,63 LIMP Selections. Managed Turf impervious 'IMPTreatment TP Load from Untreated TP TP Removed TP Remaining Downstream Practice Cred{t Area cover Credit a Volume(ft) upstream Load to Practice (IbJyr) (l.b/yr) Treatment to be (acres): Area(acresj: Pcactices(Ibsl (lbs)a Employed. Total Impervious Cover. Treated (acres) 2.83 Total Turf Area Treated (acre5j L54 Total TP-load Red uctlon: Achieved in DA, (lb/yr) 6.14 Total IN toad Reduction Achieved in 44.93 DA Ib r Drainage Area B Summary Land Cover Summary .............. A.SuilS BSails CSoilsDSoils Total 4uf Total F iest n �a r o jOpe (acres) 0 00 0,00 O.Gp G 0. 0 000. 0 Managed Turf (acres);: 0.00 0.95 0,00 0.00 0.95' 48 impervioul G"er (acres) 0 00 1,02 0:00 0,00 ,02 52 LIMP Selections Managed Turf $ Impervious P LIMP Treatment TP Load from Untreated TP r TP Removed TP Remaining Downstream Practirr Credit Area Craver Cradii s Volume fit') upstream Toad to Practice (Iblyr) (IbJyr) Treatmenf fa be (acres) Area (acres)'. .Practices (Ibs} (Ibs) Employed Totalimpera€o.ascover :Treated :(acres): 1.02 Total Tu r# Area Treated (aces). 0.95 Total TP Load Reduction Achieved in OA, (Iblyr) 233 Total IN Load Reduction Achieved in DA,(Iblyr)_.. _ _.. 17,38 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each bioretention area. The following is a list of some of the key maintenance problems to look for: • Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in the bed, and measure the depth of the remaining mulch. • Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flow from getting into the bed, and check for other signs of bypassing. • Check for any winter- or salt -killed vegetation, and replace it with hardier species. • Note presence of accumulated sand, sediment and trash in the pre-treatment cell or filter beds, and remove it. • Inspect bioretention side slopes and grass filter for evidence of any rill or gully erosion, and repair it. • Check the bioretention bed for evidence of mulch flotation, excessive ponding, dead plants or concentrated flows, and take appropriate remedial action. • Check inflow points for clogging, and remove any sediment. • Look for any bare soil or sediment sources in the contributing drainage area, and stabilize them immediately. • Check for clogged or slow -draining soil media, a crust formed on the top layer, inappropriate soil media, or other causes of insufficient filtering time, and restore proper filtration characteristics. Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the Center for Watershed Protection website. WATER QUALITY ANALYSIS SITE DATA POST -DEVELOPED PROJECT AREA FOREST/OPEN SPACE = 6.35 AC MANAGED TURF = 8.66 ACRES IMPERVIOUS COVER = 6.57 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 18.62 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 9.77 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) = 8.52 LB/YR REMAINING TP LOAD REDUCTION REQUIRED = 1.25 LB/YR* *REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. 9.77 LB/YR X 25% = 2.44 LB/YR > 1.25 LB/YR NOTE: THIS PROJECT INCLUDES WATER QUALITY TREATMENT FOR THE CONVERSION OF BLOCK 12 FROM FOREST TO MANAGED TURF. BLOCK 12'S FUTURE IMPERVIOUS AREA WILL BE TREATED FOR WATER QUALITY BY THE FUTURE DEVELOPER. 9115/ 2021 lrix'A CrI E O N Ov N � E W E -) 4.1 LU W O Uj IY o < coo Z -i - Ln O 1.4 a > CD, N a ? F- U �Q o V) >� (n 2� OI LL 0 V) V) U V) a�irN zZZZ _ > In 0 LU LL( LU ~ o rn .ram rV v 4 Lu u Q d" O W Z Z f.D ( - 0 Q 0 � � � � CL Q_ Q. ZD O 0 � 0 j LD LL} LU LU 0 2 0 rl i W N O q = Q O Lr) Q Z O DATE 311812021 O >- DRAWN BY C. GAYNER DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETI- SCALE • N/A W J J H 1 z �C G W D C Q U) ^G^ L O< Q � Lu Q Co W Q � � �NN O l..l.. W H 0 Q W 1..1..E n O Ov) O i D O V) JOB NO. 40919 SHEET NO. C6.02 0 a� .j U C 3 L LL C) Q) . D_ II4 502, I.......... III4 I4 11 / v 4 20 II........ . . II... ..... 11 I3j *+ . ..... . ... III00, Aft aft II... ...... . IA IAF* #*\ I.. ..... .... .. . .... ... ......... "tin m m 40' (146 I. .......... IiI0 IW 0AW II.......... ----------- . .. ........... 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I INLET AREA c 106 0.07 0.71 108 0.05 0.69 110 0.03 0.74 112 0.18 0.77 114 0.08 0.70 116 0.16 0.66 120 0.23 0.48 132 0.06 0.72 134 0.28 0.56 136 0.10 - 0.71 136A 0.06 0.74 138 0.04 0.74 140 0.75 - 0.41 142 2.87 0.42 144 0.08 0.74 144A 0.13 0.72 144B 0.13 0.72 146 0.14 0.96 148 0.07 0.74 150 0.17 0.65 152 0.13 0.74 154 0.26 0.74 154A 0.08 0.73 154B 0.08 0.71 156 0.11 0.73 INLET AREA c 160 0.16 0.74 162 0.06 0.73 164 0.07 0.75 166 0.02 0.77 168 0.02 0.78 170 0.16 0.65 172 0.07 0.75 202A 0.06 0.78 204 0.07 0.72 206 0.12 0.75 208 0.14 0.76 208A 0.19 0.69 208B 0.06 0.76 210 0.09 0.70 210A 0.06 0.42 210B 0.03 0.78 212 0.03 0.78 214 1 0.06 0.73 216 0.14 0.79 218 0.20 0.47 220 0.04 0.72 222 0.05 0.72 224 0.06 0.60 224A 0.17 0.73 224B 0.26 0.57 0.12 0.76 III I.. . ... ... IiIIIII4' III INLET AREA 226A 0.20 228 0.06 0.77 230 0.18 0.59 232 0.27 0.81 234 0.24 0.39 236 1.22 0.47 240 0.10 0.66 242 0.28 0.74 302 0.45 0.81 404A 0.15 0.55 404 0.60 0.69 406 0.21 0.63 408 0.11 0.58 412 0.14 0.54 412A 0.11 0.75 414 0.08 0.70 416 0.08 0.50 416A 0.01 0.69 418 0.09 0.68 420 0.11 0.6-5 502 3.32 0.38 506 0.03 0.71 508 1 0.08 0.77 510 1.10 0.41 600 2.73 0.76 i/7 . ... ... ........ I74- II. .. .... . ..... ....... .... ....... iIiIILEGEND I;> fIMPERVIOUS AREA II'-: . ..... ..... 0 7 . .... ..... IX I. . . ..... N . ...... ... .. . ..... .... ....... .... ............ 7 / . ..... . ... .......... .... .... ..... .. .. ...... I... . .. ..... .. .... .. .. .... . ISCALE V=50' ..... ..... II. . ....... 0 50' 160, ........... .. I........................................ ...................................... KEY PLAN E vi 0 E E Lu 4-� u Lu Qu L'i P-1 C:, a) C:) C14 ('9 Lu 0 u LL 0 Z3 LLj C, 11� ,t U) Zo r-4 > - z u -- LiA U-1 LQ Ln > 00 _j (Z) Lu ck� Ck� ce_ LOL-1 U) Q� ZD 0 u_j Lij Q Lij (f) (1) (D �: ::D 0 LLJ Lu LLA C11- Q� Q� w > w w u < p Ln < z 0 DATE 3118120 0 0 21 DRAWN B� C. GA YNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 11=601 z < n uj >_ < Lu LL -j :2 Lr_ < 0 2: Lu Lu < > 0 LIJ LL Lu r < 0 Lu ry 0 r) U) 0 0 r 0 (f) JOB NO. 40919 SHEET NO. C6.03 CL cu -0 =3 w cu V_ cu CL c: q) 0 c a- 50 -0 0� 2 (9 CL a) 0 22 - 0 E IL a =) 0 0 c: of q) 0 x 2"� CL 0) Q) a . 2 M X (D.0 (D 0 E -0 =3 c: L) cu 0 _0 L) 0 u).2 U) 0 0 1-0 a) -0 (n Lu a) E .... .. .. ... .. . ....... ... . . ... ........... -f . ... .... 'e Aft e, . .............. 110 ...... ..... .. 10 A ........ .. .. ...... 7 . .... ..... 00 . ...... . ..... .. .. .... . .. . V 00 ...... . .. ....... . . . . ...... - - -------- -00 -lei 7 .... ..... . "ROAD. 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'10 7i 0�0 V X 234. yl /q , ms. % . . ..... ..... to //d, J Y W 4f 41p INLET AREA c 106 0.07 0.71 108 0.05 0.69 110 0.03 0.74 112 0.18 0.77 114 0.08 0.70 116 0.16 0.66 120 0.23 0.48 132 0.06 0.72 134 0.28 0.56 136 0.10 0.71 136A 0.06 0.74 138 0.04 0.74 140 0.75 0.41 142 2.87 0.42 144 0.08 0.74 144A 0.13 0.72 144B 0.13 0.72 146 0.14 0.96 148 0.07 0.74 150 0.17 0.65 152 0.13 0.74 154 0.26 0.74 154A 0.08 0.73 154B 0.08 0.71 156 1 0.11 1 0.73 INLET AREA c INLET AREA c 160 0.16 0.74 226A 0.20 0.68 162 0.06 0.73 228 0.06 0.77 164 0.07 0.75 230 0.18 0.59 166 0.02 0.77 232 0.27 0.81 168 0.02 0.78 234 0.24 0.39 170 0.16 0.65 236 1.22 0.47 172 0.07 0.75 240 0.10 0.66 202A 0.06 0.78 242 0.28 0.74 204 0.07 0.72 302 0.45 0.81 206 0.12 0.75 404A 0.15 0.55 208 0.14 0.76 404 0.60 0.69 208A 0.19 0.69 406 0.21 0.63 208B 0.06 0.76 408 0.11 0.58 210 0.09 0.70 412 0.14 0.54 210A 0.06 0.42 412A 0.11 0.75 210B 0.03 0.78 414 0.08 0.70 212 0.03 0.78 416 0.08 0.50 214 0.06 0.73 416A 0.01 0.69 216 0.14 0.79 418 0.09 0.68 218 0.20 0.47 420 0.11 0.65 220 0.04 0.72 502 3.32 0.38 222 0.05 0.72 506 0.03 0.71 224 0.06 0.60 508 0.08 0.77 224A 0.17 0.73 510 1.10 0.41 224B 1 0.26 0.57 1 600 2.73 0.76 ....... . ...... ............ . ......... . 226 0.12 4f .... . ...... .......... J /I 14f -v J; #1 --- --- 40p . .......... % ..................... ............. .................... .................... /n . .... ..... 7, ............ ......... .. SCALE I "=50' 0 50' 100, X . ..... ..... .... ... ell .0 . ... . ..... . .... .... KEY PLAN ..... ..... . ..... I J el y m E 0 < 0 > E E Lu uj :5. W :< �: 0 LL Lu 0 ry Lu < 00 LL. ui r2 C:) cy) CL C:) E N VI CN Lu 0 u- Lr) �j rq Lfi 0 cri 4� r� 00 -j CD Lu ILD F- U) (D :D 0 Lu u 0 0 's z 0 u (f) LLJ C, I 2: U-j LLJ LLJ L> C) Q) ce Q� Q� Lu LIJ (f) (f) LLJ LLJ LLA (z) (z) Lu Q) DATE 311812021 DRAWN BY C. GA YN1=12 DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE 1 11=601 T--� uj 104"! 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D.. 034 8._0. 18i 0:10 a c 231 '32 2>0 0:27 U.81 D22 0.88 532 6.44 0.00 5 73 442:%7 112,42 I%! 0.01976 15 Cuciax 3 9.81 0.00 :0 0.69 069 0,33 332 1%6 0til 5:35 ., . ii i J A r _3) 0:09 r ).66 S.ks x 6..a a.00 4.�2 -114.ff1 , 44_.3, £6:57 r. a,3 UU_ 1 3 Circala 3 9:4 D 0.00,E0 a ?..8 ?.S 5 2r U._J 7.79 I._ 0:19 3.92 <35 236 23-1 1.2? 0A7 057 0.57 5.00 634 0,00 3:n 445,^,1 414.-I 5694 OUI756 1.5 Cucuta I 9..27 0.00290 0.55 052 U.29 7.14 u4 0- 13 5,13 233 12'4 OLD 0.00 0.2% 5.25 4.9S O,W 1,44 446.65 -445.45 59.59 0,02,M 15 Crcalx 1 9.93 O,OOOIO 0.32 025 0,19 5.76 0.84 0.17 5A2 240 7^ �3 a.34 O55 O.a% 0.07 3.GU C 6_# r G.JG ! tA# 2 t 1#, _) 4A5.75 2Y? . _._5 2» 0.0_0_ FS Circala 1 4 4.9_ r J,UU(Y:�? 0.15. 011 0.71 !.?', UA4 r O..H r 5.A ,.^. _#_ _. v3 a_s ^ a.<4 n_1 0._ I 5 . J . N 5.1 J.OU I...I v 3.).77 t. 44).09 ^.. 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(7md 1 :12:09 .0,0E-90 0,47. 0:43 026 8.65 i 54: 0.02 5.:2', 40.7. 408 406 __.._. 0ai 05S 0.06 0.46 5:91 6.26 R.OG 2-89 .138.52.. 132.47 1J2.89 0.03499 .... 15 Gtcala 1 '13.09 0,00180 0.40.. 0.34 1 oz, 8.55... 153 _0.34._...6-25 -rA -110 40S I 0.00 0.00 0.10 5,31. 629 0.00 1.49 43932 438.95 38.16 0,0200'2 15 Cucax 1. 9,9Q Q.Md 0:13 0,37 i 0,24 6.112 1,13 0,10 5,91 411 412 410 0.14 1 O55 0.08 021 524 5,4% 000 1 135 440:95 439.82 563S 0.01997, 15 Gnula 1 9.89 0.00040 0.32 1 0.? 0,19 5.65 an 0.11 1 3.40 411A 412A 41*2 0.11 0.76 :0-08 0.0 5,00 5.04 QOO 0.41. 442-25 44131 47.12 Q01995 13 Circuia 1 9,83 MOW 0.17 0,10 q.11 3.97 0.42 020 3.20 A1} 414 41._ OAB. 0..1 0.06 DD . G �,DD 6_ 4 0,00 0 :a5 44L 9 11,4. 5 _6.E_ O.0_010 L. I 9.42 OOOCf__ 016 4..,.. 0.10 3.83 D.39� 0.16 5.16 4f5 4I. 4I0 0-00 0.00 0-19 3.'.I 4,86 G.UU '1.1I -11638 441-00 47.62 0-04998 15 Circala 1 75:55: r}_(1(1U30 023. D_i5: 0.14 7.37 '1.07 0:1i 5:81 417 413 416 0.09 0.69 1 0.06 0.13 5V 5:49 IM0 IJ.137 151.86 451.43 1 23.16 0.00996 15 I M-1. 1 6.9a G:GUCRO 030 0.2 0.18 3.89. 053..1 0:19. 5.36 417A 416 1416A 0.01 0.53 1 0,04 0,17 536 4.95 O.00 1.07 451,33 45!,01 3233 0.00988 15 Cuculs 1. 6,96 O,GO(0 O33 0.26 0,19 4.10 059 0:13 5A9.. 4IB 4F64 ,. ,15E n _.0f (� _69 ?:01 0:18 5.49 2 43_ 000: 1.11 45U,91 : �. 4.0,3, 5z93 r r 0.310J1 13 � -ula Cm 3 70 D D.ODD3 0 0.34 ,. 0.27 r ar J._J 17 4..7 a.6I �n 0.__ 1_. 3.7. 419 420 41S 0.11 065 0,07 0.07 5:00 634 0.00 0.46 152.3U 451:96 132+7 001()22 13 Grout. 1.. 7.08 O.001,00 222 0.14: U13 3:23 03S O17 5;17 SOU 5" 50Q PAU 0,00 0,00 5.00 000 S. 444 6 'Ill- 50.56 0.01998 18 C.iculx 1 14,83 0005{r3 0Z 0.95 0.39 8.62 1.95 0.10 S.;O 505 506 504 003 0.11 0.02 0.2S 5.13 5.(10 0R0 6.57 111).55 1 479.00 1 5457 01008 24. Grca1,z 1 2171 1 U.00M 0.74 1.06 0.41 6.28 1 1.36 0.15 533 507 -503 506 0.40 0.54 026 0:25 3.GA 5.03 O(KJ 6.55 490.1E 479.65 : 5I80 0-00983 24. Grcalx 1 2'2.45 0.00U40 0.74 1.5 0:40 6.10. 1.34 0:f4... S:tB 5r.A $10 508 0.00 O,OO 0,00 5,01) 0.00 0.00 : ,;?6 4£ ,33 433.44 1958 901442 24 Cucul�v i. 33.93 0.00050 0.55. U,7O: 0,32: ?:Si 1.4'2 0,0.1 SC4 501 EUR 158 !.55 U90. I:39. 1.39 5.t)0 534 0.00 9,10 4322I 45095 E?5 D,11995 - Cnula 1 34,62 0.0U140 O70 098: 039 929 Z04 0.11 3.11. 1DL ET ............ STA.. CR "IG"RVI QR�JECT: SoltnrroodAeda-e :. .... tNALY515 -..-...`:I.... .. ........ .10 Year i WORT £Fitf. O(3T`T �. DE.36N L:A107r! FI3IOTICDI tit CTK)N ... E1..... LON WATER F� C(SG}i RFE LCUE 50 :.055 UTFLOLY CU O'N SL�FIFACE Lb ()a : (F7lT. Hf FIE I ME I 1327. 5) 4"3 YIN k>le1 TOP of blH 0:5 .W AL I Vas Top of Wei HL H. Surface ...... Sev. FLh41 {F)rhll Elevation AFF50X. 300 1 I 1 1 I 1 1 1 1 I 1 ( 1 1 I 1 1 1 1 I I I 1 1431.9101 302 1 430:914 1.25 431,910 15 1 2355 1 9.50 0,00118 0;611 1 5.241 1 0.107 1 0.000 I 0,000 I 0,000 I 0,0 I 0,00 I 0000 1 0107 1 2355 1 0,139 1 YES I 0.069 I 0081 43I,991 432,770 1 O,K, . . . . : 1a<. LD-347 PRO.EECT. SautbarorxlFledevelo.InenE V1i e 1 P J HYDRAULIC GRADE LINE ANALYSIS .......: ... ...::...................... I ........ ..... _.:. ......... . .......................................: ........................ _............. ... ...... ........: ............ ...... _. ......... .......,..; .IPICIDENCEPROBABRtTY10 Yeut ;. ...... .... ......... ......... . ............................ . ; . . . ................................................ ....... ;.. .. .I... : :... ;. .... .......... ,.. ....... ..... DEaIGDIED BY ......... „ Chi eked: e ..... :.. ...;.... ...... .... ........... CG , . ................ : .... : G1:ET OR JD110F ft STA. UNERT OOT 1-01N PPE LEM OF R.7< COTR -()Vl RFE G4i7LET WATER SUVACE ELFV. OVA. PIPE rJc (3ningii) LSSIGN toWi C9 (CF$iV�15) LFStGl3-1 ?IPE Lo (•`W) Hicil01•I SLOE Sro £, (FFiFC) (MiNr) F141-RcPi LOSS H1 : (,tbml) 311ttCmV LOSS _ SURACE PLOW Adj. HE t3 HC (cf,'h1) Inlet Sha Pr?9 Yrfi O:o Hl (nm) 'r1AL H (=Ut,1) ine; 'r^later -sutfxe Elevatiort Top of PAFi f To o (ne P Bev. A.FFi6?%. tl� sfrrian: ;u '7 V4 CO .,onfr HO (Him) VI Vf'Lr2g F8 D: ( P12. 0.35°MAX. (112129) SKEW Angle K 6e[ki H (Ftlm) Sum HL ( uff). (1) (2) (3) (4) (5) (6) C7) (8) (9) (10) (I 1) (12) 1 (13) (m) (15) (I f3) (16) (1'7) 1 (I al (19) 400 1 1 1 432.1 tG' -I 02 430,910 1,50 432.11G 18 5.653 38.92 Q.00258 Q,IQO 5,829 0,132 8.F253 1.IU3 04Q7 O,Q 0.00 0,000 0.539 O,QQO 0,539 YES 0,269 0,370 432480 437,620 O,K, 406 432070 1.25 433.070 15 31690 10.05 O':00291 0.029 8.653 0-291 8,554 1.I36 0;398 0;0: 0,00 0,000 0.685 0.613 0.895 YES : 0.44-1 0.417 433.547 436:910 OtK. 408 432.410 1.25 433.541 15 2.877 172.89 Q.00177 0.305 8 554 0.284 6.717 0.701 0.245 0.0 0.00 0.000 0.529 0.388 0.529 YES 0.265 0.570 438.918 445-650 O.K. 410 438,950 1.25 4.39.950 15 Z.489 38.4E I Q.00132 0.051 6.717 0,175 7.371 0.844 0.295 0.0 '0.00 0,000 0.470 0. OW 0.470 YES 0,235 0.286 410.230 448.380 R.K. 41613 444.000 1,25 445.00O 15 1,110 47.62 0.00026 0.013 7.371 0.211 4.171 0.270 0,095 0.0 0.00 0:000 0.305 0.000 0.3Q5 YES 0.153 0,155 446.BQ5 458,800 O,K. 416A 450.37R 1,25 451370 15 1,110 53.95 O.OR026 0.01.4 4.171 0.068 4.103 0:261 0.091 0:0 0.00 0.000 0.169 0.044 0.159 YES O.Q80 0.094 451.404 458.0W O,K. 416: 451.010 1.25 452.010 15 I.MG 32:38 000024 0.008 4.103 0.065 3.1}8r3 0.234 0,082 1 O,0 0.00 0:000 0.147 0.193 0A47 YES 0.074 0.082 452.092 458.020 O.K. 418 451.430 1.25 452.430 15 QZ73 43.16 0.00016 0.007 3.8a6 0.059 3.247 0.164 0.057 O.E. 0.00 0.000. 0.116 0.415 0.151 YES 0.G75 G.082 452.512 458.710 O_K. 420: r 4�1.900 5 1.2._ 452:960 15 5 0.4�8 33:27 0.00004 0:041 3.247 0:041 0.000 0:0IX3 0:t)QO 0:0: 0 .00 0.000: 0:041 i 0.4,,8 O:fi53 YES 0:027 a 0.01., . I.,2.988 5 . 458.560 OX. 404A 431,310 1.25 432.499 15 3.118 26.75 0.00208 0,056 4,873 0,092 4.06 0.3,11 0,119 I 0.0 0,00 O;GOQ 0.212 0.410 0.212 YES 0.100 0,1151 432,641 437.240 0,K, 404 431.600 1,25 432.641 15 2.708 106.66 0.00157 0.167 4.086 0,085 0.000 0.000 0"000 I 0.0 0.00 0.000 0.085 2.708 0.111 YES 0.065 0.222 432.946 436:490 O,K. 41'L 439:.r20 i.25 440,820 15 1.384 56..!8 ` t: Q.t,Q211 Q.023 r �,a84 0.t25 3.9I0 0,245 i 3.OSi3 0,0 0.00 O.00Q 0.211 t r-t : U. R.274 YES 0.13/ 1 0, 40 .2 411 6fJ, 445.970 O K. 414 441._050 1.25 442.050 15 0.360 30.82 0.00003 Q.CQI 3.833 0.05-1 O.QOQ O.Q00 .O.OQO O.Q. 0.00 0.000. 1 0.057 0.360 1 0.014 1 YES 1 0.037 ama 442.088 446.240 O.K. 412A 441.310 1.25 4423I0 15 0.408 47.12 0,00004 0-002 3.970 0.061 O.OQO 0.000 0.000 0.0 0.00 0:600 0.063 0.408 0.080 YES 0.040 0,041 442.423 449.890 O.K. "0 O O 3 s 7 O T 0 C0 O U) L _ LD 347 PftC>tEGT. 5oi�Ulltioo4 Rede�el Rlertt Vill 1 ......... ....... ....:. ......... ............................. °A ;. G S : HYDRAULIC E Y IS RA GRADE i�.ANAL U 1 ..................................:................................... , .,..... ... ....... ............ INCIDENCE PROBABILITY 10 Year . ....: .. : ,. ,. ........ .. ... , .. : .... ..... .. ;r DESIGNED B f, , ! :.:.: ; Cheiked; , �G . ............... .. ... ➢«L[ CR 3(.1'ICiiOI1 STA. Il•Nff1i _B. Ctlt;1_W+ �z fi._ WPM7UiLET Of FLOh UJI1lOQY. FL=E r A-Tf SV�M(-- -` ,...�/. LW. rFE Eta Ory'tTnti CrGt9 �S} (b (CFSC4RS) LF3h37Ei 3FE Lo (ftl%1}: FCd i1CP4 SLCFE, �3p FCiFT f } (P,tE9j F 11 C4 LC6_S :0 � r (.'t.t,i) ; Jll YIt F4 LOSS $LFA(E Flu;v ..—..._ Af1.:h1 I3 F1 .._..... fttld f 3 Inlet �lraprj ,..........I....., YI 4 f Oo R ...... -FLEA (...) PA.I <H ...:. t (. ) &tkt Water 5uoace .... I.... I...... Hov tan � . Top a6PYc1 Top of htn Ebty ..................... A• d srrerA? ......... Vo Conft lmb (FT1P.tj 1A Vt2r.2g Ft- prj 0:351RtAX. ... ('7i2;2o} SfOV Angfe K: ........ Pzi. H .. `Pd' (F1 ) SUriT `:K ....... :trPd' (...r (1) I (2) 1 1 (3) 1 (4) (5) 1 (6) 1 (7) 1 (8) (9) (Io) .1 (1) 02) (13) (14) (15) I (16) 1 (16) (17) 1 (18) 1 (19) 126 420.006 128 418.000 2.50 420,000 30 26,983 24;95 000385 0,0% :15,888 '0.960 15,870 3.91'I: 1.369 0,0 000 0,000 Z349 0,004 2.349 YES IA74 1,271 421.271 437,500 OX 130 427,8BO 2.50 429880 30 26,983 6256 O.OQ386 0.241 16.870 0.978 11.028 I m 0,661 0,G 0.00 0.006 1.09 0,000 1:639 YES Q.819 1.060 431.325 446.920 O.K. 136 436.730 2.50 43837 0 30 26,983 30,94 0.00385 0.119 11.028 0.472 9387 1.487 0.521 0.0 0.00 0;006 0,993 0,391 0.993 YES 0.495 0,616 439.346 446,110 O.K. 144 442,330 1 2,00 443,930 24 1 15.7513 181,26 0,00432 0,783 9.673 0,363 8,145 1 030 0,W1 I 0.0 0,00 0,000 0.724 0.365 1 0.724 YES 0,362 1,145 446,079 4-54,810 O.K, 148 445,i50: 2.00 446,750 24 14.613 119,92 0.W372 0,446 8.145 0256 10:506 1,714 0,600 Q,0 0,00 0,000 0,857 0,3t1 0.857 YES 0,429 0,874 447624 456.100 OX 150, 451,620 2.00 453,220 24 14,302 101,95 0,00356 0,363 10.W6 0,428 '10,990 1,875 0,656 1 0,0 0,00 0,000 1;085 0.638 1.W5 YES 0,542 0;905 454.555 460,860 OX 154C 46Q,850 2.00 462.450 24 12.492 45.25 0.00272 0 123 10.990 0,469 10.920 1.852 0.648 0.0 0.00 MOO 1.117 0.000 1.117 YES 0,558 :01681 463,131 468.240 0,K 154 462:"' 2.00 86Q 463, .. 2 4 12 43 1 57,06 0.00257 0.146 1 0.920 04 63 0 32 1 7 1 _78a 0.626 0.0 0.00 O.OQO 1.089 0.345 1.009 YES 0,544 G.691 464,651 47095Q O,K: 158 465.850 2,00. 467:450 24 1"1.448 15379 0.00228 0:351 1 *10.732 <0.4:47 9,765 1,481 0.518 0.0 0.00 0,000 0.965 0.000 0.965 YES 0,483 0.833 47OA35 479,240 o,K, 162A 473A90 2.00 475,090 24 10,91.0 87A 1 000207 0.180 9.765 0.370 9,774 1.483 0.519 1 0,0 0':00 0.000 0,889 O.OW 0,889 YES 0.445 1 0,625 476.001 483,300 O,K, 162 1 476.740 2.00 478.340 24 10.910 126,83 0.00207 0.263 9.774 4.371 7.542 0.883 0.309 I 0,0 0,00 0.040 0:684, 0.992 0.6 YES 080 .340 0,603 480.051 489.620 OX 166 479,360 1 2,00 480.960 24 10,461 87,43 Q.Q019Q 0.187 7.542 0,221 7,456 0,863 0.302 010 Q.00 0.0OQ 0,523 0,092 0,523: YES 0,261 0,428 481,388 491,970 O.K. 168 490.350 2.00 481,950 24 10,369 4231 0.00187 0.079 7.456 0.216 9.269 1:340 0.469 010 0.00 0.000 0,685 0,Q80 0,685 1 YES 0.342 0.422 462.372 491.640 O,K, 170A 481.400 1,50 482,600 18 1 L360 149,53 0.00015 1 Q022 4,343 0.073 3.989 0,247 0.086 Q,Q. 0,00 0000 I 0,160 0.000 0.160 1 YES 0,0W 0.102 483,260 458,880 04 170 483,560 1,25 4U,560 15 0,539 94.12 0,00006 0,006 1379 0,044 2.950 0,135 0,047 0:0 0.00 0,000 0,092 0.539 0.119 YES 0,060 0,065 484,735 488.420 0;K: 172 483;710 1,25 -184,735 15 0:34Q 90;18 O.00OQ2 o. 002 2,950 0 34 .0 o.oQQ 0, ca)QQ 0,000 0,0 0.00 0,000 0:034 a..�Q 0:044 Y Es 00 . 22 0' 4 .a2 484 797 489,010 O;K, 138 438.600 2.00 440,200 24 10.198 55.20 0.00181 0.100 7.432 0:2"t4 7.423 0.856 .0.299 .0.0 0.00,000 0:514 0.206 0.514 YES 0,257 : 0,357440,557 447.900 0K. 439.25Q 2.OQ A4d.850 24 9,992 79,43 0.00174 0138 7.423 0,214 10536 1.724 O ,6()3 0,0 :OQ 0 O .000 0;817 1:998: 0,817 YES 0.409 0 547 441.397 40.030 OX '142 1 440.WO 1.25 441.606, 15 7. 4 63,87 0,01364 1 0:871 10,536 0:431 O:ON 0.000 0.000 0.0 0.00 0.000 0.431 7,994 1 0.560 1 YES 0,280 1`,151 443.252 449.240 O,K, 136A 437,290 1.95 439,346 15 1.605 51,16 0.00055 0.028 4.624 0.083 4.696 0.342 0,120 010 0.00 0.000 0.203 0,303 0.203 YES 0.101 0.130 439,475 444,610 O,K, 134 437,900 1,26 439,478 i6 1.014 44.59 Q,00022 O.Q10 4.695 0,086 0,•000 0:000 0,0OO 0,0 0.00 0,000 0,066 1.G14 0,I1:1 YES 0,066 0,065 439,541 443,660 OX. 1448 440,620 2,00 442.220 24 16.479 107,07 QM473 0,5C16 9.787 0,372 a.285 0.168 0,059 0,0 OX0 0.000 0,430 0.306 0.430 YES 0.215 0,721 443,286 449,230 OX 144A 443310 1.25 444.310 15 0.48.4 32.70 a,OOQO 0,002 3.285 1 0,042 0:QQO 0:000 0.000 0.0 O.QO O.0QO 0.042 0.4a4 0.054 YES 0,027 OA29 444,339 449610 O;K, 1 146 447.5 00 E1244a.590 15 Q.896 38.24 O,Q0017 0,007 4.999 1 0,097 O.000 O.OW 0.000 0.0 0.00 0.000 Q.OW 0:696 1 0.126 YES 0.063 0,070 443.660 454.8$0 O.K, :152 453.760 1.25 454,760 15 0,635 4005 0.00009 0,003 3.547 0.049 0,000 O,GW 0,000 0.0 0,00 0,000 O.049 0,635 0,063 YES 0.032 0,035 454.795 460,890 O,K, 1545 455,130 2.00 456,730 24 13,024 167.03 0.00295 0.552 10.248 0.406 7-873 0.126 0,045 0.0 0,00 0,000 0,453 0,2W 0,453 YES 0,226 0,778 459.719 4E6030 O.K. 154A 459,610 1,25 460,610 15 0.308 37,79 G.00002 O.OG1 2.573 O:o32 0,.000 O.OW 0,000 0.0 0.00 0;000 0,Q32 0,308 0,042 YES 0.021 0,022 460,632 4456,510 O,K. 156 463,790 1 1,25 41.4,790 15 1 0,504 3Z80 0,000!055 0002 4.238 0,070 O.OW O,OW 0,000 0,0 0.00 0,000 0,070 0.504 0.091 YES 1 0.045 0,047 464.837 47IA30 O;K: 160 472:220 l,25 475,220 15 0:765 37,79 0.00012 0006 3,753 0,055 Q:QQO O.OQG 0.000 0.0 0,00 0.000 0.055 0.765 0.071 YES O.OW 0,040 473.260 479120 O:K. :164 432.940 1.25 1 483,940 15 0,360 41.32 G.QOW3 0,001. 2,993 0.035 0,0000 0.000 0,OW 0,0 0.00 0,000 0,035 0,360 0:045 YES 0,023 0.024 483:964 490.030 O,K, 6Q0 480,960 2,00 482.560 24 e.097 6263 6.00144 O,Q90 9.289 0.335 0,000 D,OW 0Q0O 010 0.00 0.004 4.335 9,097 0435 YES 0218 0;308 9 G 482. 1 437.290 O'K. 172A 483.OW 1.25 484,000 15 0.929 3528 Q.00018 0.QC6 3.989 0,062 0,OW 0.000 O,OGO 00 6,00 0,000 0.062 Q,589 0,08() tES 0,O4Q 0,047 454.047 489,900 O.K. 132 438;;3W 1.25 439,475H,50.237 48;27 0.00001 0,0Q1 2.666 0;028 O.000 0.000 0.WO 0,0 0,00 0,000 0,028 0.237 0.036 YES 0,018 0;019�4394 443,200 O,K, ..... .. 1 .. ........................ ............................................ ... ......... �' Y C 54GNE B G ede ent ! II e 1: GE D L1}....................... ; P OJ C . S hood iZ ve Pn I 347 R E T opt °t' a9 i HYDRAULIC GRADE LINE ANALYSIS ...I.... ..... .............. . .,..,.... .. .. .. .. ........ ....... ..,.. .. : edkedl `INCIDENCEPROBABILITY 10 .:Year cn NJ`•_EC ............ OR JUNG71Cf4 SCA .................................... P J Y Q2T GUT-H_C 11 RFE ! off �F FLU17 .......- G(ilfLOW PIPE C fr.EEF t17tTER ... ....... SJFFACE 3Es+. LkA RFE ....... Do (IEdlniti L P u 1 GaC2i ................ Go (CFSt1AS) L64 TH RFE I.............. Le p11A) FFd Jl 1 U SLUE. E Sfo .......................................................................................................... (Fi,FT) ViL i) CdC1PCSi LCSS H (Ft/PA) % ntr Vo F',o (FUM) f.4clat LG J 6S Ib (E�(pn) YI Vi'2+29 0.35M- X (V a2q) SKWt Angle E3Ex d ......... ............... K H (P�m) Snm t (FLf9) S $1=ACE .......... F•_O'N Ad rd f 13. ...._. R (Ft<1A) Ir ilel SlWiV9 'f1N 05 .......... 8 (FfrtA) r1 IA H tFROA) 6"rlet Paler ....... &(face Hermon Top:ofMti Tag Of k ut ....... Bev. ARF4=, d7 tt e A .. ...... {3 (4) {5 (6) (8 (9) (10) (11) : 12) 13 (14) (f6) (1&), (16 (17) 18) (18 200 415,560 202 413.950 2,00 115,550 24 17,081 15.83 O:C0.508 O,OW 16.462 1.052 18:873 5,531 1,936 0:0. 0;00 0.000 2988 000W 2.988 YES 1.494 1.574 417.124 420,100 OX204A 415,360 2,Q0 417,124 24 28,627 %57 0,01426 0.992 "18,873 1.383 16,169 4;060 1.421 00 0.00 0,000 2.8W 0.000 2.804 YES 1,402 2.394 420,5W 435,860 O,K, 204 420,720 2.00 1 422,320 24 28.627 30,Q 0.01426 0,434 16.169 1,015 10,789 1,807 0,633 0.0 0,00 0.000 1,648 0.318 1.6r18 YES 0,824 1.253 423.578 434.770 OX 206 422.430 1.50 423630 18 14.715 3082 0.01748 1 0.539 10.353 0.416 10.270 1:636 0,573 0.0 0.00 I o,O00 1 0,989 0,605 0,989 YES 1 0.495 1,033 424.663 435,090 OX. 120 423:150 1,50 1 424,663 18 1 14.110 1 64.00 0.01607 1.0L9 I 10270 1 0,409 6,392 Q.634 0,222 00 0..00 0,000 1 0.631 Q,OW 0,631 YES 0,316 1,344 44,008 431.910 O,K, 10$ 424,530 1,50 426.Q08 1$ 3t87 6t.43 000082 0.050 :6.392 Q .159 9.1 43 1.296 0.454 4 .0 0.00 0,000 0;613 0.237 0.613 Y ES 0 .306 0,357 426,365 432.850 OX 11G 427,940 1.26 428,940 15 2.651 9251 0.00160 0.139 9.143 0.325 6,724 V02 0,246 QQ 0.00 0.000 0570 0,146 1 0,570 YES (1285 0.424 432.458 437,000 O:K, 142A 432.200. 1.25 433,200 15 1 2606 12733 000134 0171. 6,724 0.1.713 9,216 1,319 0.462 OO 0,00 O.OW. 0;637 0,593 0,028 YES O414 0.585 436.179 443,870 O,K, 112 438,260 1.26 439,260 15 1.913 43:07 0Q0078 0.034 9.216 0:33D T,153 0,794 Q278 QO 0.00 0,OG0 0.608 0,910 0.790 YES c 0,3 95 0,429 ,1 441 22 4 45910 0, , K 114 440,940 1.25 4=41:94d 15 1:()Q3 $3 .63 0.00021 0,018 7,163 0,199 5,741 0,512 0.179 0.0 0:00 0,000 0,378 0:3U 0,491 YES 0:246 0.263 445,334 449.790 OX' 116 445.220 1.25 446.220 15 Q.621 76.90 O.CQOC9 O.W6 5.741 0.128 0,000 OQOO O,OQO 0.0 d.00 0.000 0123 0,621 0,16.E YES 0.083 0,089 448,479 453.350 OX. Z02A 1 428:320 1:25 429:320 15 0314 57.66 0.00002 0.001 1 3,675 1 0,052 0.000 I W: Q0 I 0:000 I 0.0 QOO 0.052 0:314 1 0,068 YES 0,0 4, 0,035 429,6231 433:280 04 208E 428.824 2.00 430,420 24 1 15,903 1 58.09 O.W440 0,256 1 10,789 1 0.452 10.617 1: 750 1 0,613 1 0,0 0,00 OZO, I 1064 0,226 1 1,064 YES 0,532 0,788 431.208 436,260 O.K. 20$ 430,080 2.00 1 431,680 24 1 15.050 I 35.74 0,00394 0141 1 10,1317 0,438 1.0.512 1.716 1 0,601 1 0,0 0.00 0,000 1.038 G:658 1,Q38 YES 0,510 0,660 432,340 437,130 04 210B 430,960 200 432,560 24 14.392 108.73 0.00360 0,392 10.512 0.429 10.483 1.7W 0,597 1 0.0 0.00 0,000 1.026 0.110 1.026 YES 0.513 0,905 434,029 440.360 OX 210 433,230 2.00 4341.830 24 14,154 55.90 0.00349 OA95 10.481 0A27 10,397 1.679 0,587 0,0 0.00 9.00E 1.014 0,374 1.014 YES 0.507 0.702 436.632 441,830 O:K, 2..12 43.4.4,50. 2,OQ 436,050 24 13,781 32W 0000331 0106 10,397 0.420 1.0,375 1,671 0,585 0,0 0,00 0.000. LOOS 0,156 1,005 YES 0:5Q2 0,608 436.658 441,870 O,K, 214 435.200 2.00 436.800 24 13.625 40.46 0.00323 0.131 :10.375 <0.418 10.917 1.851 4.648 0.0 0,00 0.000 1.066 0.275 1.066 YES 0.533 0.663 437.463 442.430 OX 220 436,32Q 2.00 437,920 24 12.210 83.40 G,OQ259 G,216 10.917 0.463 7,762 0:936 0,327 0.0 0.00 0.000 0,790 0,359 0,790 YES 0.395 0,611 439.172 445.620 OX 222 438.530 2.00 440:130 24 11,851 3071 0.00244 0.075 7:762 0.234 3:700 1,475 0:411 0,0 0.00 Q.OQG O,645 0:245 0,645 YES 0.323 0.396 440.526 445,350 O.K.: 226 1 4401WO. 1.50 441.2W 1a 6,680 34,83 0.00%0 0126 8.700 0.294 8.603 1.149 0.402 Q,Q 0,w41 O,QOO 0:696 Q:2a1 Q.696 YES 0.348 0.473 441.753 445,590 OX 230 440.$50 1.50 442.060 18 6.399 49:76 G0 0, 331 0.164 8.603 ,0:287 8.321 1:.075 3 0. 76 O,O 0 ,OG 0 .OGQ G: � : 9 0 66 0.684 Y ES 0.332 0.496 442.556 447.620 0! K. 232 442.42Q 1,25 443.42Q 15 5.730 17.T1 Q.00701 0.124 $.321 0.269 7.794 0,943 0,330 03 0G 000 0 .OQQ 0,599 1<417 0:776 F !_S Q.389 0 51 3 44 .9 3 3 3 4483?0 O,K, 234 1 442 8-70 1 1.25 443,933 15 4.314 B6,87 0,00397 0,345 7.794 0.236 7.140 0.792 1 0.277 0.0 0,00 0.W0 0.5.13 0,598 0,613 YES 0.256 0,602 445,187 449,970 O,IC 236 444.710 1 1.25 445,710 15 3;716 55.94 0,002F) 0168 7.140 0.19$ 1 0000 O.WQ 0.0QG O,Q 0, co I O.00Q : 0198 3.716 0,257 1 YES 0.129 0.296 :446,260 1 450:140 OX 106 425.5W 1.26 426,650. 15 0,314 7LGO 000002 0401 2,884 0,032 0, OW 0,WO O-WO 0.0 0:00 0.000 0032 0.314 0,042 YES Q:021 I 0.022 1 426.572 432.440 O,K, 208A 430.Q80 1.60 431.280 1$ 0.871 35.52 0.00004 0 001 4,5W 0.079 0:000 O.QW 0.000 0.0 0,00 0.000 0,079 0.671 0.102 YES 0.051 0.052 431.332 437.260 O.K. 210A 433.97Q 1.25 434,970. 15 1 G 36 32.00 , OOQOOQ G. fiG(} z, 5a 2 o.ozo d.02�3 o:coo o,t3oo o:Q Q:oQ o.oQG o:o-zQ o.13 o:Q26 YES- Q.o13 :Q.o13 434. 983 440 40 3 O:K. 216 1 43GAI0 1.00 437,463 12 1 1.189 30.60 I 0,00099 0.03E 5:555 a120 6.128 0..583 0,204 0,0 0.00 O.OW 0.324 0,581 0.421 YES 0,211 0241 437.704 442,760 O,K, 218 438.170 1.00 438,970 12 1 G,QQ8 1 16,12 O,00026 1 0.004 6,128 0:1.46 QOW O,QW 0;000 0;0 0,W 0.WO 0,146 O.W3 I 0190 YES 0.0% 0.099 439.084 443,900 O,K. 229 B . 440 O60 1 .25 0 441. 6G 15 3.95 R 4O ,96 O ,00333 0. 136 7.615 0.225 8,161 1,034 0,3Q2 0,0 0.00 0.000 0.5W 0.718, 0.587 YES 0.204 0,430 441.490 446,840 O K, 224 442.370 1.25 443,370 15 2.964 98.00 0.00188 0.184 8.161 0.259 5.792 0,52 1 0,182 0.G O,Dm 0.000 0:441 0.17B 0,44:1 YES 0.22E 0 404 4 5.731 4 450,600 O.K. 226A 445.410 1.26 -446.410 i5 i,-473 57.42 4.000.46 0027 5,792 0:13`1 -.4 -4 25 0:3Q4 .1 0 06 0 .0 0`;00 Q ,00E 0. 7 23 0.891 0.308 YES 0.154 0,180 446.886 452.830 OX. 226 446.700 1.25 447:70Q 15 0,582 29,79 0.00007 0,002 4,425 :0.076 0.000 Q.QQO Q•OOQ Q,0 0,00 0,000 0.076 0.632 0,099 1 YES 0.049 0,052 447,762 453.320 04 224A 1 5 Q,645 29,79 0.000W 0,M 1572 0.050 0, OW ::0.000 O.OQO O,Q Q.W O.OW 0.QW 0.645 0,064 YES: 0.032 0.035 442,015 447,320 O,K, 236 1 4-15,-M, 1 1.25 1 446,450 15 1,436 59.59 1 0.00044 0,026 5.761 0,129 5.638 QA94 1 0.173 00 0,00 0.000. 0.302 Q.000 0.302 YES 0,151 1 0.177 1 446.971 454.2W 0,1C 242 449,OW 1.25 450.090 15 1.341 83.86 0.flG038 0032 5,638 0.123 0. OW 0.000 I 0.000 0,0 0.00 0,000 1 0.123 1,341 0.160 YES 0.0W 0.1121 451.081 456,900 O,K, 24O 446,750 1,25 447:764 15 0,438. 22:26 O,OOQQ4 0.001 4,072 0,0154 0.000 Q.000 0,000 0,0 0.00 0,000, 0.064: Q438 0.084 YES 0,042 G,Q43 447,T93 451,720 O,K g p:. i- ' . :♦ . a�£9/bl5/RZOZI 00, , .0s Q 1 . (M E o O N U " C Q O > E W N E f=- W " i., Q1 .t-+ � LL •`'' O L n Lu O fu r-i rn J U 000 W J -� CD M 00-.-O N (% N d, Z_ � ;!=!Vi IT 3:O(n .� i e I- o a c't = N =V jU-) H " M LJ t1 d' 00 J t0 h U) ZD 0 (rD I--' 0 W W_ Q Z 0 (n > CY 0 (A z 0 z 0 F-- 1Z U In LU Q �Q 0 W L1J LL! p z z z W 1� � 0 Qi U U U � � � 0 0 0 LLI LV LLj Q- QZ ()- Q Q Q ti ti ti Ce " ti W O (z) CN Q \ O �0 Q) DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETI- SCALE N/A �. V / Z z 0 W �- n W 0 a U J W r� m J U w a LL F- > 0W W z 7i Q : L� U W 06 ce W mI..L 0 0 3� D 0w V JOB NO. 40919 SHEET NO. C6.06 O c -0 6 0 c to > tv 0 ,n N 3 tv rn CL > C 0 N 0 a1 -2 0 (U s -0 c to cu c- c O 0 3 C -a 0- N D :3O U � 2 Ur CL 2 (/) z Qo 0 ZE >, F ce o E w, �0 0 c V) m� (L 0 O c of 11) Z N O 22 a) H al 0 Y � 0 ai o Q� 2 L 3 CL 0) a) c Fn CU U �; C a) ,O N 6 = 2 EN I C -N2 0 r- O N E _0 O = 0 @ O -0 63 - ,D C a) 70 (6 O_ •6 -0 O C N ,o c0 U L C:N W O to O N 0 EiO w -0 (n N L E F-• - 0"" 1\ lal a'� 0 O 7 0 (n W m 0 A O PROJECT SouthwoddRedeSeo went-Villfl e I P4; € < _ ... .. ... .. G ULV`EIff DESIGN FORNI LD-269 _ .................................... rZO�1G C O (Tr TS :Albeiriarle Zone2) ( ) . SHEET <OF ... f DESIGNER: _ DATE.: 6/4/2021 .. ...... . _ € C ULV LRr :50t : ; i : ' VF 1 : :UNITS GUSH 11-1 RE VIEWER: DATE: : € NOAAStation Charlottesville HYDROLOC ICALD,VfA .................. .::::::.. .. :::: ::::: -...................................I rllethod. F1I?(IT I ....: .. . . ....... ...... .. .... ........ : .....- ..-1 -..... €koaduay'tdtlr- 28 ........ tt ........ : .... ..... ROADVSAYELEVArIJi� .. .. ....... ... r. 4 5 f f 4_G._3 I ...... o- Ro dL u h a e _t 100 € Sutace T e Y p PAVED _ Drainage Area: 3.317 € .. ... .. .. c Freetmir i=: .................... #VALUE! ft ...:::: Time of Concentration 5 : : 5ltidt. Ele4. t.xx. �mle ft ..... ....... .... ........ ....... .. ......... Stti k v Ele . Rt; ft .............. ...:.. ... �_ ... ...................... .................. .. ........... ........................... DESIGNFLOV4'S ..........................I..... ELHFV't1 154.54 - fT - - _ _ _ - -- - -_ .. ....... ........;... ......... ... _ ---^- .................. ---------------------------- ........ ..................... ................... -----^ ___--_------ ................. ................... ....................... ...........I........ ............................ ................................ R:I_ (years) FLOW (cfs,) Etsf•= 452,94 It Hsi .........................,........... ........ ....... H ........................... ..... to Design D 8 2:3 : ...... .............. t li= :152.36 It ; s . TW DEPTH 0.27 ft 2 Check 6.43 : I................................... L= 121.9 ..... ft . • ................%:. : - .:. .... - - ,'� __"________ .........................;....... ......:..5�...........: _ --1-___ ream d, BerVe ............. ........................... TVVI VEL. .2 s ............................. I....... fps 25 Max - 10.3, ................................... - S ? ::� 88 o ..................................:.......................:.................. ... ..........................%.....................,.. IDEPRESSIUN .. Olin ... ..-.�._�_ - ................. ............. .................... - - _ _ _ ^ .... ........ Channel htv.E1.. -.-_.......... =1s13.25 ft ..................................... CULVrEIRT 1)ESC12IK10N: ..................................... �E'W= ........ ........ I...... 0 0 ........ ..............:......... - .-.....-..-.�.a "rl" Bed0.013 Efo= 443.25 ft TYPE: S1n le/i�Ittltt ale C'oAfortuirru . g l a. Inlet Edge --Descri Description- ' P : ..................................................... .................................................. .......................... TOTAL .................................................... FLOW PEI 1lLNDNVA1'FR CALCULATIO N5 T' €OL CU I I MINI IUD•I Stnooth'raperedInlet Throat FL Ow* ................................................. BARREL INLET CONTROL OUTLET CONTROL HEADWATER OUTLET SHOULDER GOI&INIENTS Siiigic/ �ILdtipleCoi)fotunii-.lBrukertBaclCCtOve-rts E+ Q. f2� HWi/D HWi FALL ELHWi THY ('s (dc+D),'2 ho ke H ELHWo ELEV VEL ELEV. MATERIAL SHAYS Size (in) � illanuings cfs cfs ft I1 ft ft ft ft ft It It ft fps It n Concrete Circular 18 1 0.01 8.23 8.2 1.:12 L68 0.08 454.54 0.27 1.I1 .1.31 13I 0.20 1.I5 445.70 454,54 14.30 6.43 6A 0.99 1.47 0.08 454.33 0.25 0.98 124 1 124 0.20 0.70 4,15.19 454.33 13.34 10,35 10.4 1.31 1.96 0.08 4541,82 I 0.30 1.24 1.37 t.37 0.20 I.82 446.43 454.82 15.21 i= Broken Back Cutler t :: f AILVi AIER DATA. € : : TAILWA"l`ER RES ULT S : RCI. � NVAY D aT:A: RO AD1'4'AY 0 V/ER"f 0 PPIi�NG: LE NGTH Elev. SKE a .. Chattnel Sha e p Trian¢iilar o Discharge Elevation Flow Velocit Y Shear 1 ft Ro3citva Width, . y Discharge': g € overtopping Overtopping depth farce: 28;7 Discharge .... ................ Elevation ......... .......................................................................................... Bottom Vv'icith, tt O.UO °ti" = 0.(?35 .... cfs Q 11 ftss f'4F SttcfaceT ze i YI PAVED cfs cfs It ........._..........I............ Side Slope Lt: (RIV) -....- ......................- 50.00 ........ _............,......._................................ : Design 443,52 0,27 3.25 1,42 Top of Road Elevation, ft 456.53 Design : 0 O.Ot3 ......... Side Slope Rt;{I11t1,) ........................................... �B;OQ' ....... ............................... Checl #43.50 0.2-5 3,06 1, 9 Length of Road ft s 0 100 C;lreck 0 0.00 GlannelSlope. ft/ft 0:0830 1fas. 4 i3.55 tI.34 3.41 t.54 1Qax. 0 0.00 )istance .leiatiosr 11 tt" = 'I ECHNICAL FO OTNO TES ...... ........... ..... ............................... :..................:..........................:............................. (1) USE Q-NB FOR BOX (ULVEli;rS ..._ .>.. ... .......... .......... ..... ._ ..... .. ..... .. ..._ ........ ........ ......... - - {<#.} ELhi FIG°i = ELi {INVERT OF INLET CONTROL rItOL SE TI.OI�} ........... .. . ................... .... ......... ...... .. ........ _ %, .+ It VV cr cic Df2 tVHfCItEtE ZIS GREATER : {$) o r ( ) ( I ) 2' HWd/D = HW,0 ORHWi/D FROM DESIGN CHARTS 5 TW.BASED ONI?OWNSTREAM CONTROL ORFLOW ............................................................................... T H = I T ate -= 29n'L /R' i3 v'/2- 3 FALL = HWI - ELHWd-ELsf)• FALL IS `ZERO FOR CULVERTS ON GRADE O ........: DEPTH IN CHAi�INEL. .........................:.................-..........--..............................................................;............................................................ ....... ........ SUBSCRIYT'1)EFL' TT10NS: C0NVN XfS /DISC[SSI0N : :C[iLt'ELtr B.�RIi[LSELEC"rED .................................. - DESIGNHEADIYACER i ............................... INLET .................................................................€...........................r..........................:....................€.......................................................:.................................................. SIZE: 11: ......................... I ........ . ................... ..... -.............. :.......................................................................................;..................................................................:...............................................................;..........................................................................:............................................................................;-..................................................I.......................... LIVG`i HVVINiNLET CONrR(?L o < i)UTLET SHAPE: INIATEIt kl,: ................................._._...................................................................................................................................................................................................;.............................................................................:.-.._............:............................;............................::.................................................. t IVVIo HVV I ET CONTROL s E h OUTLET C O TR f tie bed b_ �trl i . : T EIV i�CE T I{x . @ culvert f5ce CULVERTSOFF byENSOFTEC,INC. YROJEC"r Southfrndt Itede�eo cent -Villa e 1 pr ... .. ...... ...... CULVERT DESIGI\ FORVILD-269 .............. ............... ........__ ... ..... ......... ROAD COti14TY `Albemarle(Zone2) ' ;SHEET .OF DESIGNER- .. ... DATE:: _ - I011412020 ... ...... : C ULV'EIL"T 0 ...... ..... i _ : .... (I�ZTS ..... EYGLI4FI-� REV'IEVVR: DrITE NOAAStation! :Charlottesville HYDttatocICtLI vaTA .... .... ...... ..... . . ..::.: ........ PlIVL .... .... ... .: .. o dvy�ici ........................................ lU ... ft ...... ...,... ....... ... ......... ...... RODVAYELEVA`LION:48800 f1 A , ... L Lacenetiz o/Vetho: ................... S �ttacPTylR YAV�D ? Drainage Area: 1.1Q� :Actea _ : ,_ : ... ..: .......... ::....:.... .... FreeUuarcl= t V.1LUE;i iY _:..... .:..: ..-,....... : ::. : - Time of Cotzcetttlattott 5 ltltnutes :............... Sh1c1t, . .. ... Elzti. Lt, ................. ; ; ft ........ .. dr. Elev. Rt Slt1mim ft - .::.... _ , DESIGN FLOWS ---- ..... _ € ELHVI cf= 181.87 ft : _ .. .. .. .. - ..... .. ...................................... R.I. (years) FLOW (cfs ..................................: Elsf= 483.78 13 ................ ._.. Ilwi ....... ......... > ............. :...I....................... ,......................... ...... ...--........................... ............. ... ....:... H 10 Design 5:26 ........................... Eli= 453.70 f3 ... _ T4V' DEPTH 0.55 It Check 2.25 ' L _ I9.58 ft ..........:.. - ........_ .... ............... --- --- `...................... ---__ :treatuBetl �..:.................. ......... >......... .. ......... .. ^ . , ..... ......... .....p... ... .... Ttil ............ T1YVL, S_o2 ...... ................................ fps P _5 2 > . IIaV - 2 6.6- ......I.. .......... S= 1,99% ................'... ............................... : : DEPRESSION: 0'€in. _ .:.. - ......... .. .................... ..I..... -- ., - i '. .. ..-..�.m.w..w ............................................... Channelluv.El.. _ _._ ......... `183:52 � ........................................ CUL4EItr DESC"l•ION: ................................... �fEW= 0 o .............................: ..........;................ ........ ........ url" Bed 0.013 Etc= 483.31 ft TYPE: Single/lvtuitlple Conforming Inlet Edge Description: TOTAL LOW PEI HErSDW,V ERCALCLLA:fIONS CONTROL MINIMUM ... .. SmoothTmeredInletTltroat FLOW BARREL INTLETCO\TROL OUTLET CONTROL HEADWATER .............................-::............................... E OUTL T 10 E SI ULD R 01IaVfE: ' S G NT Single / of ttftt le C ouforAur r / Broken Back Culverts g1 _p 1€. ................................ Q ............. Q.. N HV1 ir➢ H1V 1 FALL L S1=i E H TW do (d0D 12. Ito ke I -I ELHWo ELEV VEL ELEV. MATERIAL SHAPE Size (ill) N 1i alut illgs) cfs cfs ft ft ft It f1 It ft ft R ft fps ft tr Concrete C'ixctilar 2=1 1 0:01 5. 7 ..:..fi 5::3 0.,9 1.17 D.QB =484.?3 'J ? 0,5, , O.g1 I.4I 1=10 ?_ 0.;.0 0:06 48�4:78 48.4.87 7.<49 2.25 2.3 041 0.73 0,08 484A3 0A0 0.52 1.26 1.26 0.20 0.01 484.58 �484.58 5.85 6.62 6.6 0.66 1.33' 0.08 485.03 0.60 0.91 146 L46 0.20 0.10 484.87 485.03 8.0.0 I3 rulcen B ucic Culvert t IiH VV'A Ilit IiA Ir1. : T�lIL1V ArEx S ULf$ - RL . 4 . r KUADtF AY llrl`I�1: ROADWAY O V+ r YY1 G: O A� L1r O : Flow • ' 5t}ear Overtopping o in < O PA z in Overtopping PP g LE vCifH Elev. SKEV1 o channel Shape Triangular ': Discharge Elevation. . depth I Velocity force I• Roadway VV 01t, li 90 Discharge ......... - . Discharge ............ Elevation ...........................- ,:.. ......................... Bottont VViidth> II ........ ...___................................................ O.00i it11 - : 0.035 ::.. efs .- : ft .. ....::.........: ft fps :.. ..-- PSF St¢faee'I tpe € PAVED cfs ,... Gfs ft .................................. Side Slope Lt {H 1V} 3.00 ........................;.................. Design is%1.o7 0_ss 5.02 2.$4 T of Ro d Elevation, f.t oP : 48$ ', Destt 0 0-00 . Side Mope Rt: (H:4�f) . .......... . .Channel 4:00 ........_ .... •: ........................ .._ C1t ck 183.92 0 10 t.t16 2.06 Length of Road, ft 25 Check 0 0:.00 :�--j Slope, ftift P 0.0830 Max. t8<4.12 0 �4 s,32 3.0� Vias. 0 0.40 Distance ...................................... Elevation ......................................... : °rr" _ T IINI 'AL ` I OO rNO TES, LC. C .. ...................................................................................................<...........................<:............................;.....................................`....................... (, 5E f/N FOR CI�LVEICrS 1 I 1 B RBO (2) H%V10 = HW/D OR I-iWi/D FROM DESIGN CHARTS ........................................................................................................................---..............................;.....................................:....................... (3) FALL = F1 VV'I - (ELHVWd - ELst); FALL IS Z ERO FOR CULVERTS ON, GRADE S UBSCIUFf DEFItNrTIO CIS:. H%%1d DESIGN EIEADWATER i :INLET HWi €HWIN INLET CONTROL o <O(ITLET .............................. .......... .....................................................................................<............................;.....................................:......................I I T VV IN LEr CONTROL s IVV t O rt 1- o H CT S tteatnberE .......................................:....... ......... �t culvert face? CULVERTSOFT by ENSOFFEC, INC .................................. -... ............................................................... I Vllk '1' $ 1= IS (SSI ti:R! 1 rE t T D C O .......................... :...................... --.............. a........................................................ (6) ho= T W ox (de = DO) (WHICHE'VER IS GREATER) CULVERT BARREL S ELEC T ED n: NIATERIAL:: m, 0I Cl 11 I l r : W,, 11 .A1'` . :.:.. . 1.' . ... p 4:. i �( tbf 91151 2021 0_° . M E O O rn v N V) N C > E 6 E w = ;,_, = - W � V v 3: Q { ir U. O L ui W .I-- m Q -jUoo Z °- J - tri w O - M 0- C:)o N � F- W N C7 W 0- Z � � U , �W a� u- Lr.l V > W W W = 0 -1N w 0 0 0 2A tY U U U � � oW zzz 110 :� :� ZD O O O U Q� U Q� U Q� � � Q- QW. O Q Q Q = (1) (f) V) U j > j = W W W 0 � � � H > H O " O N = Q \ O U 0 \\\ Q rn Z O DATE n � > cr� _ 311812021 O DRAWN BY C. GAYNER >- e DESIGNED BY C. SHIFFLE7T • CHECKED BY . C. SHIFFLETr e i SCALE • N/A (A Z 0 W V _! J \f-- I F- U ^ z z W 0 � > �- rW < C� O2 � U W J W Q Q C) W Z I�-- mo' C) � W W U J C.)� =) 0 0 0 3: . r D 0A JOB NO. 40919 SHEET NO.. 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I", 1,� � /- - f.%� �. , .4,•f 11.1 f ., , _�-"s, � I . . \c', I ,Ill. �""';,", " / i �, 1 . ....... . ..... ---.- ...... - , l '-,-- " . i / , \ , i - . : ". 11 � . I : .. f I , IV ---------- I 1-11- . ..... 11 -� I .... 11;> I 11 -" � I --- I a j / , I 11 ,'. .. 11. �l -_---------..., . ..... - -- , , , , � f 1 ; 1; . . , lz� -------..-.,% ,�.//' I ... .... . � s I I /r, I - . � I i , "" .... / A , I \ I ! //-1. 1 11 -`sv--`,'v 1 ! , .., ---, ✓ , I / 1/0 � I I - . � 1 i %.....", . ; : , I , ..� � - �,, " � : i i i-, --- . "". I �l I .... .... / ... I - 1. i I'll. , � ,,,, .. ..... .1 I I --.- -.1- -.... -. --t-1.11 .1-111, ��- .... , - I - .. - .. I � , I . . ...... . .. -111 --,, t-%, ," I ."""', ,,.-...,, "I'l-1-11 :", �-, . . . . . . 1/- : 4, .P I * f. ..., I., I I I 11 C I LUNT I W, 1.., A�,lv�.Vtu*: 43'F�741lu I 1. I at 91 15/ 2021 cm E D (j) 0 U r4 ,4 ,A c < 0 > E Lu 6 E = 4� = - . F- Lu U>) 3: �- u 0) 37 < y tj �- LL. -2 til o t, r,- C� LL, -I-- M < _j U 00 0- _j - Lrj Lu a- , � � 5: ,, -, ,0' V) . (D Lu " ,r - � :9 1�1 3:0tn1 Z) � cl-j 1% e LL M 4 =' -q- U) X . " W =U .� tLlDl �- L0 r- m 0 4� r'4 V) a) 4 L- M CL .,I- 00 -j C) Lu I'D F- ui Q� Z) 0 = (D D 0 0� = F- 0 Lu > 11 I _ = u < z 0 F 4 > c� :D 0 �- z 0 � �- Q- _ IY u V) Lu 0 FQ FQ F,Q 2: 0 ;2 � Ljj J� L .j �L, L j (10 z z z , z z z > 0 0 0-1 Lu0 u u u �h- �- �- �- zl_ z z ::� Z) Z) 00000 u Q� ct� Q� � � � C U-11 LQLj uQj U-1 Lu U-1 " " N " CN (N (Z) CZS Lu Q) CN CN Q -rN ll� q�:D 1-1 DATE 311812021 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT I SCALE 1 "=l 00' JOB NO. 40919 --- SHEET NO. I C6. 08 -0 0- (8 D =3 0 -0 cr 2 (9 CL 2 (D z (D 0 2 :5i 0 C >, H (a t E - -0 a C , Q) ,u U) c a- 0 7) 0 0 c of (D (9 , 3 Z V) cn Om 25i 0- x a) t w 0 = >, -� t-- , Q) CL -E 2'§ 0-0) a) . 2: .E- 2 w (u � V) L) r- 0) >< 0 q) . t :F 2 2 -�5 cu a 0 i 0 c � E �ca 0 (u O 6 -0 -a.s -0 -2 o .Lu E 0 0 � Q) .2 w m t 70 2 - coC W V) , C Q 12 0 0- (D _0 V) W -�� -� I-- - L ow CO Q Q CO (D N (�U T T ^ ~ LO Cn LO @ CY) M LO r (0 � r .� (D � T (0 L0 (0 (0 Ln T r L L �� L T- O Ln co r r r- T O T T L r- LO ,� Cfl L co Q o L c� Ln L`ii p y g ge F- O �- ��� F- L(i T T 00 �C7 T T O O .�O �r O+mf ff r O N C? .�..i N N ...'�'' O CO O O `O- I,i...#�I $ rn c0 co 0 168: DI-2B 6 ft Throat $ rn 00 't $ Ln m oo 00 0) rn N $ o rn N co0. m0000 T�-�No00 STA10+37.79 166:D1-3B6ftThroat o~�``'°' oo0coo LflL`L�Mrnw T°'� ~ti r`•v--4:N ooN� ,�`�d`r`� cfl"'oo°�°� 9/15/2021 I� r rpj N d OOd �r� LV > m d , d' 00 cM co d' m f� Co d �` N M N V O r r N m N d' r- d c� +� !yg M 2 On 00 a0 ti 00 m N m M Cp r M m O , I� m O) cN + 00 F- + F- TOP 491.64 STA 10+37.79 c� + ai F- c? + o F- N + of �- _c + `� F- ' + ai F- c? + rn f- _ + °r) �t N + CD 00 J O 00 Q � Q + 00 = G + 00 o �• O �1 c 0 r r' oTd p T�z z_ p INV IN 481.40 (169) TOP491.97 pry z z p pr'tp pT�tZ Z p rd Z p �r� z z p pr �p Gr�Z z p pT�tZ Z O.yAL 1 Q_ 0 oQo-» > INVIN480.96(601) INVIN480.35(167) iiQo-» > �Q0> NQ0> > > cgQ0> > coQ0>> > ioQ0 °OIQ-O» > Lo 0>> > �F-Oz �' I-Oz z z cN1-OZ z z col-OZ �~Oz z z (0 z z L0 z z col-Oz rv)I-z z z �~OZ Z Z rcnl Tv)I _ _ INVOUT480.77(167) INVOUT480.25(165) �-U) z _ _ rcnl-_ Tc�i--_ _ _ �U)i — _ rcl)P _ _ rU) _ TU)�_ _ _ 500 500 495 495 485 485 M E O � V N � N � > E w E IL 11, 3 �0�M Ir J V 00 Z w H — ui 0 a iiI oN N a ZIJI d- � o � cUnLu o Q x N z i v ) O W W W ~ o rn H ,N > Lu u u uCD Lu ~ O O O U U U aoW.� 0 01 0 o � � � F- L N O O > Lu = Q \ O Q � o z 0 c~!1 DATE 311812021 0 r DRAWN BY C. GAYNER 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 12+50 DESIGNED BY STR 170 - STR 162 STR 164 - STR 158 STR 160 - STR 154 • C. SHIFFLETr HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' • VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • CHECKED BY . C. SHIFFLETT' • ® SCALE • AS SHOWN a� Q o M o m iE Q a Q W L Ln L Q m^ �y _rZL1j v / n ED CO CO Lr) d)LO . T 1� �— v • (O �— CO - V Ln r r Ln CO CO 0 CD 00 LnCL 008, = cfl� �r $� CO�co o 150:D1-3B6ftThroat $o Ncf) �N �rn L oo O N N L oN moLq CD (0 oo co LO ooOL LO.d Inc:)C)aoo� STA10+40.05 m�jOCrO C°�-OrOtfjf� `rd � � rLOCDai � �� ' + CO {- + (6 d' LO I-- C) + O L) d F-- m O F- } 0o Ln F- m 4 't -4 � r O d F- _ ' � f - T + F- 0ooZ) 0o�z Nm�z oo� TOP460.86 c�r�� � N��y.� _ o�= �+Lo T= Td p T`r-z_ O or-Woz z O pT,qp INVIN455.13(153B) ory z O 0 O O O O _ T v Z Z W T d T d Z W r �Qa> °a°¢n >> > o<(L > > NQo-> INVIN453.76(151) ooQ°-> > Qa» > N Qa > aoQa > > ¢> Oz Lr,�OzZ z ���zZ z T'c~n�? INVOUT453.66(149) �cj�z z ���zz z ��z L�cj�z z � �z H 475 475 465 465 460 460 1 z W U) Q w L _! J — a LL m ry W < °- Q CC O G W z Q0 O W I� 0 O D 5 0 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 `� ' STR 154A - STR 150 STR 152 - STR 144 STR 502 - STR 500 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 0 JOB No. 0 50 40919 PROFILE SCALE SHEET NO. C! . 00 EXIST�NG ( / GRADE 495 i 3 495 PROPOSED GRADE 490 490 3' �IN. SANITARY 485 PIPE 16-15 485 169A 94.13' 18" HDP E � 1 I 480 @ 1.OQ% 149.52' OF 1 480 @ 1.00% 2.43' `� OF 165 ' i 2�°HDPE 87.14' OF I @ 1.00% 24" HDPE 1.00% 475 f 475 3 13 f y 73 3 I I i s 470 470 1 PROPOSED 470 GRADE j 470 i 1 i EXISTING GRADE '• 465 i III i 465 8" WATER IN. a `� LINE 460 460 ' MIN. 153A 37.79' OF 15" HDPE @ 1.00% 455 187. � ARE ! 455 %2ry�4" V 2. 0 % i 450 f 3 450 445 I 1 ? 445 i I } t 490 s 1 � I 3 490 PROPOSED 1 4858" WATER t=iNE� � GRADE 485 8 WATER LIN 480 STUB OUT�� 480 m_.. �163 39.45 OF i 15" HDPE 475 � � 181q 26.53' OF 4Q.....��..-........ _ � ._. 8 24" @ 2.00% �r6,0 DPI �-�.....-._. E .-... 475 O EXISTING f GRADE � 470 470 I 465 � 465 460 8" WATER LINE 455 MIN. � EXISTING GRADE 3' MIN. I j PROPOSED GRADE , Fj I I ! 460 455 151 40.051 � 05' OF i 149 f HDPE 101.95' � @ 1.00% O 24" ,�•° i 450 FJ STORM 450 PIPE 501 � 1.5' � 3 ; i 0 445 445 119.92' OF j 24" HDPE i i @ 1.00% 440 f I 440 435 i ! 435 f 3r t PROPOSED 480 i GRADE � s 480 8 WATER '•:, `•• 475 LINE � 1' s U EXISTING ;GRADE 475 � I 470 470 465 � 159 37.7�' OF 15" HDPE @ 1.00% 15 24�HQp� @-,. 757 7g' OF .....................� 50% � �... I 465 i 460 � i 460 i i i f 455 i 455 PROPOSED( i ` " 8 WATER GRADE LINE I 455 f t 455 1.0 1 501 450 71.34' OF .......... 450 18" RCP { ; @ 5.25% 1.5' � 1 SANITARY PIPE 54-53 445 STORM ' 445 .. PIPE 147 I 50 50.56' 18" R PF ;EXISTING 440 ;GRADE 440 I s 435 � i f 435 430 � i 430 O 3 s U c L -P�, �� I �, 2,� 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 STR 146 - STR 126 _ �, Q "' Cr) 136: DI-2B 6 ft Throat HORIZ SCALE: 1 "=50' co h C o co STA 10+99.42 VERT SCALE: 1"=5 N co �h �oo00 mC6co. � CO TOP446.68 �� rn M moNv. +Ld0d INV IN440.62(1436) o rt�dti RCN N ++ �- ❑ � Z ? O> INV IN 437.29 (135) 126A: Cylinder = + (D � � _ ���Z + �/; ❑�0-O c(o¢It a>> INV IN438.60(137) STA10+00.00 2 Z 0 0 C 0> ��0Z z z INV OUT 437.19(131) TOP423.92 Q(L > NQo > > �cnPz INV OUT 417.90 (125) NU)f- z z N�0z Z PROPOSED GRADE 135A 48.27' OF 15" HDPE �.,,,135 51 44T OI @ 1.00% 15" Hni�-r @ 1.00% EXISTING GRADE 1 425 9+50 10+00 11+00 STR 132 - STR 136A HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 d = M ` d'MM �M 0) LO O� �rjM0 co� O Cfl��N [aco0)� � (0 m6,(DCDcf,M coh o0 �i 0f-m Qou?�r M m�r�co� -coM C7 � 240:15"Basin-Circular Grate Nco O d' r-Nrycoai 4 C) -o�� moo �o-t tZ N��d zz No�D oo�� STA10+00.00 =o�� `�rdzz ❑c-d ❑c-dZ O ❑r �Z O> ❑c dZ-- �c-� �-dZZ O TOP451.72 O NQ0-Oj O oQ(L irr-^^{0 �6 �'F'^^-O cL> Z Z (Qc->>> I-O z z c�/�/-�1O <Qa-> t-O> z_ > INV OUT447.20 239 �o<[L O> > > v) T v/ 1— r UJ �--' -- Z r� 1— �' U) V Z Z ►— z z N z 455 450 450 460 9+50 10+00 11+00 STR 142 - STR 136 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 12+50 PROPOSED ;GRADE 44 EXISTING i GRADE 3' MIN. 8" WATER LINE da 133 U 44.59' OF 15" HDPE i 435 425 9+50 10+00 11+00 STR 134 - STR 136A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ' EXISTING 4 GR�DE 239 I5 26OF DpE @ 2.00 435 455 435 9+50 10+00 11+00 STR 240 - STR 238 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 O E C)(n .. C~7 CO O rnti o rn N 2 N rn.- N N v It 455 435 'q 435 ►- co ►�- v �n 1 co f - f� N N � OR o o v LO c� �� oo �o Lo rn co o � V)N co Lo� Lq N N r N OLO cor: o d' m��Lb d� qt CpCD Cp�cOI. to d mM d morns e-�NCO rn 4 N��� d f- ❑�co 't0 oC'tz Z 0 (0 0�qtLO 0 2T-''z z 0 ;i > O ONOZ �OOo(N z z 450 430.................................. ......... 430 440 440 460 460 1151m 11+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 SWM A - STR 122 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 x 415 9+50 ..N 435 EXISTING 811 WATER GRADE - LINE .0' 425 / "U.UO' OF' 1 9 _ ,W' HDPE 61.4 ' OF @ 1.00% 18" H pE @ 1., nor_ W ITARY IPE 6A-6 10+00 11+00 11+50 STR 106 - STR 120 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EXISTING GRADE; 455 i 455 3.5' PROPOSED MIN. GRADE 450 L 450 241 € 83.86' OF i 15" HDPE @ 2,00% 0 445 237 445 3 :59-0 1 11 HDPE 1.16% j 1 440 440 i 435 { 3 435 9+50 10+00 11+00 STR 242 - STR 224 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 12+00 5 0 50 PROFILE SCALE M E O p CN V N � N � > E W v E _ 4, 41 Q LLL. LL O LU O J U 0 Z CL W H — In O p� O N a Z Uj a' cL W LL- o = c N U Q ° 0 W W W ~ C)4� N > N LU Q Q O W Z Z 0 Q) 0 � C4 � � CL a 0 O 0 Qj (D 0 W N O O W < 10 i Q rn z O H DATE 311812021 0 r DRAWN BY C. GAYNER • DESIGNED BY OC. SHIFFLETT • CHECKED BY C. SHIFFLETT . . SCALE r' AS SHOWN W V J H z W U) > LU w J CL J H 020 J m W Q a- > }LL LLB z O 0 0 O �-- U)z C� 0 C) O 0 i D 0 JOB NO. 40919 SHEET NO. C7.01 I 3 L_ 116: DI-3 S� INV OUT A /1 11 . -1 _ _ - - - at 19) CID O E O N 0 co C) N ' V r- ti O O U.) �00�� N 100 O r C) 0 6' +O = 't o D 'q 100: EW-1 for 33" or 36" Pipe Z O e. -a. C0 ` Z O STA 11 +34.82 C'4 I z C) z INV OUT 409.00 (101) d,in I I dqn 425 i i i 425 i i 420 i 420 ;PROPOSED !GRADE 415 415 EXISTING F GRADE I 410 410 -1- 3 � 87.24' OF 101 30" HDPE 47 68 OF j @ 1.50 % 36'1 HDPE @ , .50% 405 405 400 i I 400 395 i 395 o co ro N m Ln M o v C)$ N N N C7 (0 N c*) N O? m NOCOd' 0 (fl N (0 co L 00 �' m N La N N d Q+c') _Nice-L6dN CD co O�d td' F- z Z O C\1 r-d.O g Z N fq�Z IN 0 > > Z Z z 440 440 E s PROPOSE GRADE 435 i 435 3' MIN. I { i 430 /` i 430 EXISTING 425 ? GRADE 425 203 57.56' OF 15" HDPE E @ 2.00% I 420 420 415 i 415 410 i i 1 410 5 0 50 PROFILE SCALE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 12+00 9+50 10+00 11+00 11+50 STR 116 - STR 108 STR 122 - STR 100 STR 202A - STR 204 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 212: DI-313 6 ft Throat 216: DI-313 6 ft Throat STA 10+87.17 234: 24" Basin - Circular Grate Q a Q ^ N � m STA 10+16.12 m TOP 441.87 o m o t O N TOP 442.76 INV IN 435.20 (213) -- STA 10+56.94 o N o N P N o `r' ~ N o INV IN 438.17 (217) INV OUT 435.09 (211) ~ N ti L- r- N N IN N N v Co N rn N TOP 449.94 M - N " 222: DI-2B 6 ft Throat - N " `� N N N ~ N Oq ~ N (0 N v ui OR $ N 00 222: DI-2B 6 ft Throat 222: DI-26 6 ft Throat 214: DI-2A INV OUT 436.72 215 N N CO rn O INV IN 444.71 (235) N N ao cfl STA 12+46.11 o m O o N O rn (0 N w ( ) N �,� o co r N O CO N (Q O (� c- (o (D O� INV OUT 444.61 233 232: DI-3B 6 ft Throat N d: °p TOP 445.35 m � m'� W m co � � m �r °? STA 12+26.17 STA 10+00.00 220: DI-3B 6 ft Throat STA 11+14.11 co co 210: DI-36 6 ft Throat m ( ) mrCON � m�COO -' NO�CDCO rl N�r d� �- N�00N O d u ¢Od (O (b 4 N ► CO �-- 236: 24" Basin - Circular Grate STA 11+43.81 c� ti � F N + 6 F- INV IN 440.06 (223B) 226: DI-36 6 ft Throat + N o O u� Z D °+° cfl F- TOP 445.35 TOP 445.35 STA 10+30.71 TOP 442.43 218: 12 Basin -Circular Grate N N i- STA 11+19.21 0 + Z STA 10+00.00 TOP 448.73 p Z O N - ( ) o'" `- z - O �- d z O 0 TOP 441.93 O _ O z_ O INV IN 440.08 227 STA 10+00.00 r � z O ¢ a - > " _ z O INV IN 440.06 (223B) INV IN 440.06 (223B) TOP 445.62 INV IN 436.11 (215) STA 10+00.00 p z z O co ¢ a > TOP 450.14 INV IN 442.87 (233) a [L > > N Q O > > INV OUT 438.84 (221) TOP 453.32 � Q ] > N O0 z z z m z > > INV IN 440.08 (227) INV IN 440.08 (227) INV IN 438.53 (221) INV IN 436.32 (219) TOP 443.90 < a0 > j > INV IN 434.45 (211) N F_ 0O z z INV OUT 445.71 (235) INV OUT 442.77 (231) N � F- ? z N w F- z z INV OUT 447.30 (225) N Cl) F- z z N cn F- - z z INV OUT 438.84 (221) INV OUT 438.84 (221) INV OUT 438.40 (219) INV OUT 436.01 (213) INV OUT 438.90 (217) N cq F- z z z INV OUT 434.35 (209) dr,r, aqr; ARn I 1 460 455 455 450 450 EXISTING GRADE t -PROPOSED 450 i I GRADE 450 3, t MIN i 445 235 _ I % : 445 56.94' OF 15" HDPE @ 1 86 87 OF 75 % 15„ H k 440 @ 2.0 PE % i6 9 440 231 F 18"HDPE 2Zi 34.83' OF { 17.71' OF i 2.0p% 18„ HDPE 15" HDPE @ 2.00% @ 2.00% 435 i 3 435 � 430 430 9+50 10+00 11+00 12+00 STR 236 - STR 222 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 I 455 455 PROPOSE 8" WATER GRADE 4"WATER LINE ' � ' t LI ' E TO FHA ;EXISTING 450 GRADE 450 1 �` MIN. MIN. 445 225A ' ,r 445 5-7,., 42 OF SANITARY 15°HDPE223 ' MIN. PIPE 43-42 @ 1.13% 98.00 225 29.7 DOE £ @ 3.61 U 440 15 "HDPE 440 @ 2.00% 1 j I I 40 OF I�pPE ? @ 2. 0% I 435 ! 435 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EXISTING GRADE 450 ; 450 I ;PROPOSED f GRADE 445 445 8" WATER LINE 3' MIN. 440 440 221 30.71' OF 21g 24" HDPE 83.4p' OF 435 1.00% 1' 24 fib '': 435 IN.5p% SANITARY SANITARY PIPE 41-9 PIP 42-41 430 430 13+00 9+50 10+00 11+00 STR 222 - STR 214 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 i 210 : DI-3B 6 ft Throat STA 1 +75.12 I TOP 440.43 INV I 433.23 (209) 445 - I INV I 433.97 (209A) 445 ' INV UT 4Y3a: Ih3-(2018 PROPOSED ' GRADE 3' MIN. 8 EXISTING; 440 :WATER GRADE 440 ;LINE 8" WATER 217 1.2' LINE' " ry 16.12' OF 1.2' I 12" HDPE 435 @ 4.50% € 435 215 213 30.60' OF 40.45' OF € 1.3' 12" HDPE 24" HDPE @ 2.00% @ 2.00% £ 32. 32.04 OF s 2098 430 SANITARY 24 HDPE 108.73' OF 430 PIPE 10-9 @ 2.00% 209 @ 2 Pam, 00 !{ 55.90' OF 3 f3; 24" HDFE i @ 2.00% I j 425 E f ' 425 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 E Cm O N V N � Q O > E LU°' E F- N °; ¢ L- o LWO 0� W m <� U00 CL - Lrj LU p0� > CD O N C7 W N d z (L) � 0U, U) _ N =v >U') c � o, 4 N >ll M CL d 00 J CD LU z _O L.C. U U7 W O W W W H w C) O U a a a j � a � N O O Q o Ln DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN z W () a W w _J Q LL 02 0 LU m LU°- Q cc >LL O G LU r p Q0 LU o L.L. 0 0 0 Ow JOB NO. 40919 SHEET NO. C7.02 L 208: DI-213 6 ft Throat STA 10+00.00 TOP 437.68 INV IN 430.96 (209B) INV OUT 430.79 (207) 44.;; 204: DI-213 6 ft Throat STA 10+94.81 TOP 435.35 INV IN 428.82 (207B) INV IN 422.43 (205) INV IN 428.32 (203) INV OUT 421.93 (203A) 120: 36" Basin - Dome Grate 206: DI-313 6 ft Throat STA 10+00.00 STA 10+64.00 TOP 431.91 TOP 435.09 INV IN 424.53 (119) INV IN 423.15 (205A) INV OUT 424.43 (205A) INV OUT 423.05 (205) 44n O m ~ C'e) 6 6 F 0 o v 2 o 00 v CO �Co Orn F- $ co �rn M 00O � CO Q o dC)O COCOCO00 N �. - NmNCD ❑o +Cfl� I- zz o N+L6(N-'q' o-'tzzz F- ❑o co )�0 > > C¢ z z > Nfnl- -z z Nwi.-Z-- z 44r, 440 440 EXISTING GRADE PROPOSED GRADE 435 435 T MIN. 430 € *71, i 430 07 5.74' OF " HDPE So.0g' OF 2.00% 24," HDPE @i2.00% 425 425 420 I I 420 m 202: MH-1 j::- @ ti o STA 11 +94.81 2 G 0 TOP 420.10 a; INV IN415.36(203B) $r Cq `� �- a? En $"' � co c2 N ? En 416A: DI-3B 6 ft Throat 416B: MH-1 �N�� �°oo �r = N N INV OUT414.90(201) 420: DI-3B 6 ft Throat mCO m d- co u� m(00� �, + �n STA 11+08.81 STA 11+62.76 co Z 0 200: ES-1 for 24 inch Pipe STA 10+00.00 0 Z 0 0 Lo Z TOP 458.06 TOP 456.80 o I¢- O > > STA 12+10.64 TOP 458.56 co Q a > > Of- Q o- > O� INV IN 451.01 (417A) INV IN 450.37 (417B) N o F- Z z INV OUT 413.95 (201)44� INV OUT (419) 4 U) z z 't Y) z z INV OUT 450.91 (417B) INV OUT 446.38 (415) 445r2.30 470 435 € i i f i 435 8 WATER ." I LINE SANITARY 430 - PIPE 7-6B £ 430 f PROPOSED 425* I GRADE 425 EXISTING 205q GRADE i 64.00' OF 205 ° 1g„Hop E 30 82 OF € 420 @ 2.00 / € 18" HDP ?03 € 420 00% « 6 69 2�3e 6* 415 �00��- 415 W € MIN. 201 STORM PIPE 123 15.83' OFi 410 24" HDPE 410 4 @ 6.00% 3 405 i 405 9+50 10+00 11+00 12+00 9+50 10+00 STR 208 -STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 406: 24" Basin - Circular Grate STA 13+04.75 TOP 436.91 Q INV IN 432.47 (407) v N INV OUT 432.37 (405) CVCq C? �- O O N ~ 1 C 408: 24" Basin - Circular Grate 414: DI-3B 6 ft Throat + �; � �"', _ °+' STA 11+31.86 STA 10+00.00 0 Z z p o 4 z z p TOP 445.65 TOP 446.24 r z > > o Q a0 > > > INV IN 438.95 (409) INV OUT 441.79 (413) �t U) F- - z z t U) i-- z z z INV OUT 438.52 (407) 11+00 12+00 STR 120 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 402: MHA STA 13+14.80 TOP 437.62 4046: 18" Basin -Solid Top INV IN 431.31 (403A) STA . INV IN 432.07 (405) TOPP 43838.40 INV IN 431.84 (403) INV OUT 431.21 (401) INV OUT 431.74 (403B) 404: 18" Basin - Circular Grate STA 10+00.00 TOP 436.45 INV OUT 432.24 (403) 455 45n EXISTING F€ i i 450 GRADE ! 450 W oo i i 445 445 W € i � W 4 PROPOSED 413 GRADE 440 6 41 MIN. 440 5" HDPE 56.58( O 409 2.Op% 1„ HDPE 3 40 F 9 2.00% 15 (HDPE @ • 00 % 435 435 7 ,yO�OF P F @ 3• SO�o 0 430 ' 405 �¢0©F 430 15' HDPE @ 3.00% W 425 € 425 9+50 10+00 11+00 12+00 STR 414 - STR 402 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 302: DI-3C 6 ft Throat STA 10+00.00 300: ES-1 for 15 inch Pipe TOP 432.80 STA 10+09.50 INV OUT 431.01 (301) INV OUT 430.91 (301) 44.r, 1 445 440 440 PROPOSED 435 F GRADE 435 430 I 430 301 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE i E 425 420 i 420 415 415 13+00 9+50 10+00 11+00 STR 302 -STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 402: MHA STA 11+34.18 TOP 437.62 INV IN 431.31 (403A) INV IN 432.07 (405) INV OUT431.21 (401) 400: ES-1 for 18 inch Pipe STA 11 +73.08 INV OUT430.91 (401) 450 EXISTING GRADE t 445 445 440 PROPOSED 440 GRADE - 3' 435 MIN.- 435 I � 4 b 403 430 79.74' OF 403A 401 430 1"5'-HDPE 26:75-p g 2' OF @ 0.50% 15" HDPE 18" HDPE 403B @ 0.70 /o @ 077% 27.69 OF 15" HDPE @ 0.50% 425 _425 420 420 13+00 13+50 9+50 10+00 11+00 STR 404 - STR 400 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 510: ES-1 for 24 inch Pipe STA 10+06.08 INV IN 483.83 (509) 495 465 f € E � € I ; 465 EXISTING I GRADE PROPOSED 460 d" " ~ GRADE I 460 E E 11 8 WATER LINE 18 WATER L•PNE 455 € 455 1 419 { 450 3 •2T OF € HdPE-1 417A T € 17B - 450 @ ° MIN. 1.00% 15" 81 F HD E 53.95' OF T MIN. @ 1.00 15" HDPE: i ANITARY ° @ 1.00% PIPE 34-33A 445 417 445 43.16' OF 15" HDPE62'OP @ 1.00% s @SOo�O�c I ; 440 t €. 440 435 3 € t E i 435 9+50 10+00 11+00 STR 420 - STR 410 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 -410: MH-1 STA 12+10.37 TOP 448.38 INV IN 444.00 (415) INV IN 439.82 (411) INV OUT 439.72 (409) 12+00 12+50 @ o m 2 0 o ~ Lo O O ., o L O V COO O .� $ (O (D It 0 � (fl d CO C0 (D CO N Cr-Ch 4: COO 00 C9 O (0 ~ r} � d CA SO:, C)N(OM (h0} cp m��C� CO ? PO C:)(O d ONE m�(pc- c O�� CV + O -, + f- ❑ � z O o 00� o d z❑ 504: ES-1 for 24 inch Pipe o r s o O o �� dq' O oIQ-O> > �Q°-> STA11+32.03 oQn �Q�? j Lo z z oLo CoOz z INV OUT479.00 505 (0Ujiz �~Ozz z 495 900 500 490 EXISTING € I 490 GRADE { PROPOSED -N 12" WATER GRADE •LINE CENTURY LINK LINE 485, TQP=482.88 485 MIN. 6019 1 58' OF 24 RCP 480 @ 00° 480 507 51.8Cj' OF i 24" RCP 505 @ 1.00% 54.57' OF 475 24" HQPE 475 CENTURY @ 1.00% LINK LINE TOP=479.52 470 470 12+00 9+50 10+00 11+00 STR 510 - STR 504 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 EXISTING GRADE: 495 495 PROPOSED GRADE 490 490 FF': 8" WATER LINE 485 485 E 480 i € 601 6 q,Q, 24 PE @2•01% 480 475 475 12+00 9+50 10+00 11+00 STR 600 - STR 168 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 9 0 50 PROFILE SCALE CLINT:W, 9/ 15/ 2021 m E 0 0 N V N N > E w °' E �+ I=- W 3 QU. U. � U �m <_j U00 w J - lrj a_, � C7 C'V U w N Z :i d H �0 EL oa �� V) = N = V j U� F- ¢ Eri ()% 40 N L1 M a� o-j I'DF- Ln ZD 0 L7 ZD 0 2 F- 0 W w_ z O 0 r z O U V) W ❑ II o www w O O O U U U it O O O U U U aa� CK � Lw CV O O Q � oCo ❑ 1 co n rn DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN z W Cn LLJ L J I. Dy t i 02aoO 0 ca m W < °- Q 5 LL 6 W z 0 O U)W 0 0 O 0 JOB NO. 40919 SHEET NO. C7.03 �a L� L)0 o� z (Do 0� T F �o �N !Z U °� Z N o(n 0 o. w am N cu 7 N U O Iu o O U L 2 (0 0 O O O N UC cu O .O "a u O a s O O � �o N O U L N (0 = N o N O aS (U -0 N O N = f L- 1-,N \� .�, 1,� L U` ' W 2 V yco r m CO C) m ar 4 CD C) d (N� d- co . N CO "tp .-�z Z O a r(!�F-- _Wn -K Z z EXISTING GRADE PROPOSED U co w 2 M o Q m LO °D co " Fes- U) CO �m $ %�ti oo w r cfl cfl r eo �t C) d N CO O d I� 00 �- 00 00 m� dN+�cDcfl i— �d NN dam' mCA p�000f't mCD Lo ++ ❑�dzzp �ocfl� O ❑ cfl� >> > .- 'qZ 0 `-�z z O ��p> r��Z Z Z 4�O> > mHO>> > 475 �v)Hz z z T_coF_ z z 4 8" WATER LINE 1.5' MIN. 65 3' MIN. 3' MIN 155-V u 37.80' OF 5j 153C I 15" HDPE Os' OF 0 24 14 � 15 1 445 460 @ 2.00 /a pE 3 @ g0./..........� pF 8" WATER € HDPE € 2.50% 143A SINE I .70' OF E E 'HDPE I 435 9+50 10+00 11+00 STR 144A - STR 144B HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 50 9+50 10+00 11+00 STR 156 - STR 154B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 EXISTING GRADE GRADE 465 450 12+00 o o m o Q L O C)N 21OB: DI-36 6 ft Throat (D C)N 22413: DI-213 6 ft Throat (D C) N N LO rn an d STA 10+32.00 m g N d STA 10+29.79 m o rn r� o "' o+ o TOP 440.43 TOP 446.84 o+ 0) + _ oo* :) INV IN 209 ❑o`t'Z ❑o,qZ) C:, r v p ( ) �� p INV IN 442.37 (223) � 'q 0 0, -t z Z O ¢o Q a- > INV IN 433.97 (209A) Q a > INV IN 440.98 (223A) N Q a > N Q m > > > cq c) ? INV OUT 433.13 (209B) N c) ? INV OUT 440.88 ff 3B) 4 U) � Z (n � z z z 450 450 455 455 455 1 455 445 445 EXISTING GRADE I \ PROPOSED GRADE 440 440 3' MIN. • I 8" WATER LINE 1' 435 435 209A 32.00' OF 15" HDPE @ 1 00% 430 I 430 425 425 9+50 10+00 11+00 STR 210A - STR 210B HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 450_ 450 EXISTING GRADE 3' MIN. 445 PROPOSED 445 E GRADE 1 8" WATER I O LINE 440 I 440 1.7'� SANITARY PIPE 42-41 € 223A 29.79' OF 435 1.5-HD.FE 435 @ 1.00% 430 430 9+50 10+00 11+00 STR 224A - STR 224B HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 I F PROPOSE 450 GRADE 450 EXISTING GRADE SANITARY I I IPE 33A-33 ! 445 445 1.5' T MIN. I I 411A O s 440 47.12' OF� 440 1 " HDPE I I@2.00% I I I 435 I I ` 435 430 430 9+50 10+00 11+00 11+50 STR 412A - STR 412 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 44.r, F- -- 208B: DI-213 6 ft Throat m oo N CO STA 10+35.52 0 + ? TOP 436.82 r O INV IN 430.08 (207) o � > INV IN 430.08 (207A) N cn f-- z INV OUT 429.98 (2076) 44S 440 440 EXISTING GRADE I 435 I I 435 PROPOSED GRADE 8" WATER LINE 430 1E5 �20,q 5.52' OF HDPE 2.00 430 425 W� 425 420 420 9+50 10+00 11+00 STR 208A - STR 208B HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 T Q 2 h 2 T7 ~ cn o7or 170A: MH-1 oo�-C oCO0 STA 11+25.46 co mCO 0 oo;F m ai0000 TOP489.88 0C) CC)0 ❑�-tZ 0 INV IN 483.23 (169A) NAIL NQn-- INV IN 483.00 (171A) � CO z � U) ? INV OUT 482.90 (169) xinn Ann E EXISTING 495 E GRADE 495 ............:�. PROPOSED GRADE 490 490 I 3 12" WATER MIN. € I LINE E I 485 I 485 � .. _ 1—` MIN.: 171 90.18, OF 71A 15" HDPE 35. 8' OF @ 1.00"/0 15" HDPE 480 480 I 475 475 470 470 9+50 10+00 11+00 12+00 STR 172 - STR 170A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 0 50 PROFILE SCALE 9115/ 2021 M E 0 N OV N > E W E �} uj :< H Q V' O � 0 � -1 ro a�UooR W —� — Lr) N C:)Oil WC:) N �0U cla�'q. �+V j� a� C Lri rn O N M 00 J �p I- vi ZD 0 0 w w_ z 0 H O r z O F-- a U Ln m 0 Www H 0 Q O O O U U U 0 0 LLI www cy- Q� Q� N O O CN ❑ � n rn DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN W V 'i J H I z W U) a W w J J — LL 020 rfloo W < °- a LL >O-. Lu z in Z t- uj Ov U) I..L� 0 0 0 3: F_ D 0 JOB NO. 40919 SHEET NO. C7.04 0 _ .j U C O O 3 L wllj�'J'p DROP MANHOLE INIJ, DROP MANHOLE 11 STA 13+57.20, rINV 1+69.03 STA 12+66.37 TOP 453.89 STA 16+08.56 STA 10+00.00 9.03 12 TOP 456.09 INV IN 445.72 (12-11) TOP 446.28 10CLINT 14 TOP 464.27 54.39 (14-13) INV IN448.65 (13-12) INV IN 438.94 (51-11) INV IN 436.32 (11-10)470 INV OUT 459.46 (14-13)T 451.57 (13-12) INV OUT 448.45 (12-11) INV OUT 438.83 (11-10) INV OUT 436.12 (10-9) 470 911 2021 0 E N Ov N N Q O > E W °) � �u a 3 au 4 3 iy o Ld O M V co Z wH-Uj 0 (> W Z °; M � � q. O cn � (n p �= a�iN z Z Z Z ~Ln - N W 0 0 0 v M U U U ti CD H j O O O Ui a a 0 = c�'n cn vi (D 0 � � � W N O O W n rn z 0 DATE > M 311812021 0 r DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT ® CHECKED BY • C. SHIFFLETT • • SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 • STR 14 - STR 10 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 W V J STA 10+66.24 J STA 10+00.00 51 11 TOP 453.89 STA 1"54-53 ?[INVSTA 12+64.38 TOP 453.84 INV IN 445.72 (12-11) 54 STA 10+00.00 TOTOP 485.05 INV IN 439.80 (FUTURE IN) INV IN 438.94 (51-11) INV OUT 4 9.60 (51-11) INV OUT 438.83 (1 -1460 0) E OUT) ' PROPOSED t GRADE EXISTING 455 GRADE 455 LU Q U) ^� > W LPL w J 8 WATER Q LL.. LINE0 450 450 W� O 445 ' 445 z Q0 O STORM Uj PIPE 143 440 44014 51-11 € 66.24' OF O 8" Ductile Iron O 0 @ 1.00% 435 435 rL 430 430 5 O � 1 1 1 1 1 1 1 1 1 1 x 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 13+50 STR 51 - STR 11 STR 54 - STR 52 0 JOB NO. HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 0 50 40919 VERT SCALE: 1"=5 VERT SCALE: 1"=5 PROFILE SCALE SHEET NO. C7.05 (FUTURE II f f 465 465 EXISTING 1 i� GRADE f 460 j i � 4 f 460 i 455 % 8"n9'03�0 j@ 3 t� e lrph 1 S ORM 455 00/ � PIP' 501 1.5' 1 � PROPOSED i 450 GRADE � 450 I f 1 � 8„ 7 34' pF i I �ctil 0 /rph € SRZ-, 3, 0 ; 445 � 81190 p OF 445 @ -tif h �- .00%r STO M PIPE 1 9 ' 440 '• � i I I 440 MIN. 1 i i 11-10 f j 251.36' OF � 435 8�� Ductile IrQ � f 435 I £ @ 1.00% I 3 I 430 �a c� � 430 f > 425 � U3 CO � � � � ' 425 TOP 492.72 INV IN 4$3.0 IN 478.83 (53-52) INV OUT 486.71 (54-53) INV OUT 482.8 INV OUT 476.25 O 3 7 0 0 CM U) L * - \1 �IVA .4 0*11 CLINT 9/ 15/ 2021 3 0 MANHOLE 8 STA 12+76.40 TOP 438.41 INV IN 430.47 (9-8) o E MANHOLE INV OUT 429.19 (8-7) 60" INT. DROP MANHOLE MANHOLE 9 STA 11+46.06 MANHOLE STA 15+86.96 6 MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE EXISTING MANHOLE ¢ o STA 10+00.00 TOP 442.30 STA 13+28.62 TOP 430.63 STA 16+39.47 STA 18+91.38 STA 19+78.11 STA 20+91.00 STA 21+79.99 STA 22+14.99 > E 10 TOP 446.28 INV IN 434.30 (41-9) 7 TOP 437.98 INV IN 426.44 (31-6) 5>TTOP 427.36 TOP 422.65 4 TOP 419.51 3 TOP 413.93 2 TOP 406.00 1 X. TOP 407.18 Lu a INV IN 436.32 (11-10) INV IN 433.20 (10-9) INV IN 428.41 (8-7) INV IN 419.51 (6A-6) INV IN 418.52 (6-5) INV IN 414.54 (5-4) INV IN 413.04 (4-3) INV IN 406.07 (3-2) INV IN 400.53 (2-1) INV IN 397.43 (I-EX.1) Lu '� 3 INV OUT 436.12 (10-9) INV OUT 433.08 (9-8) INV OUT 428.21 (7-66) INV OUT 419.31 (6-5) INV OUT 418.32 (5-4) INV OUT 414.34 (4-3) INV OUT 412.84 (3-2) INV OUT 405.87 (2-1) NV OUT 400.33 (1-EX.1) INV OUT 397.23 (EX-1 B) a � � 3r 455 455 0 u. o € U cu r, 60" INT. DROP MAN OLE w H U 0 O STA 15+ 3.94 6A i € � J o TOP 4 2.94 € a o cv f- INV IN 424.31 (6 -6A) z w I 45 INV OUT 421.40 (EA-6) € o �, uu 0 i E 450 : LLLu € 1 L- � V 1�� MANHOLE E o a d ( � STA 14+55.00 `66 E € rq _ > W W W TOP 434.78 € - a u; cn z z z INV I 425.37 (7-6B) o 445 INV OUT 25.17 (6B-6A)Ll M O O OO ...................................................................................... -...-p -•� ..�.. I - a v Iko WATER SERVICE; LINE, D PTH APPROXIMATE ' � E ui 440JJ 440 = O IJ 0 0 ................................................................................. .... o ........................._................................................................L...........................................................................................................................................-......................................................................................................................................................_................................................................................................................................................'.............................................. ,.... 8" WATER 8" WATER LINE PROPO ED o LQ LQ w ;LINE GRADE STORM I 435 1 MIN. PIPE 213 3.5' MIN. € o N o 0 i 435 > ............................................. ............ ..... o ............... ............................................................................................................................................................................ w...................................................................................................................................................................................................................................................rl .................................................. [E{EEEE :.................................................................................................................................................................................................:..................................................................._......................................................................................................... ..... w € I ` 1--1 10-9 u p \ co 14g 06� OF STORM ¢ rn 8"PVC PIPE 209B 8" ATER zo • @ 2.0p/ 8 ' 130 3 1 7' STORM LIN " WATER € O PIPE 203 $ > DATE 430...................................................................................................................................... € F ? I 430 -....................................................-..................... ,x................................................-.................... L ................ ......... ................. ................. ........................ ... .. v ......... .........................L. ... ...... ........................................................................,....................................... ....J C) ...J N _j r°_ _j 8 P C INE 311812021 0 cy) ''1 y�+.�.,.� DRAWN BY % € ` CD CD 8" Duc, OF EXISTING C. GAYNER Iron GRADE: 0 DESIGNED BY � 1 0 425 t 0` }� 26.38' r STORM 425 I!J �! tt7 ! 1 N __.! m - I J -1" t0 � PV� ; PIPE 107 �...................................................................... ..................... ............. ................. co C. SHIFFLE7T €W c o � cxi L70 ( try 4 @ 2 25bo 68.94' pF I • F- ��, + + + + LIJ $Ductile Irony • CHECKED BY 420 �- d '' STO M ' € • C. SHIFFLETr ...................................................................................................................................................................................................!......................... k ..... ...... 420 L F--•................... ...k-�....................... .F.--............... t!3 U) U U1 U � U� U) - � a < " PIPE 03A 63.0 , 6 " � . ® SCALE f tt1 Ui Ui co (0 U) 00 0) N � ' a g„ PV pF 6-5 • AS SHOWN �-! 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O- 0 a 0 cu .0 N a C cu v cu rz O 0 a a 30 a Q' O (D CL U) Z N 0 Q O C - a� cuo C o a U 7 0= Z w O2 Q x o m o 2 o_ m c ca U N X C N O O U i N N cU C � L a 7 C U N O - a � a s N U 4 O c o N � U a 2 c m N w� o N U n o a, a (n N N L r_ L_ ff op.004 . a NT:w S 4 9/ 15/ 2021 8 c*� E o O � v N Vi " c Q O > E W � E �+ Q LL '+ U.O uw0 ELo^I ¢Lv o z mJ-Eri O a Ln o a", a MANHOLE z w .° 31 you, w 60 INT. DROP MANHOLE STA 15+91.48 STA 12+73.04 TOP 435.01 U_ �N z Z Z Z Q � 33 TOP 448.89 INV IN 430.27 (32-31) v� INV IN 444.44 (33A-33) INV OUT 430.07 (31-6) _ U > � o w w w INV OUT 441.84 33-32A €- ¢ -2 ( ) 60 INT. DROP MANHOLE o Ln � MANHOLE MANHOLE MANHOLE 6 STA 16+64.05 v w O O OO MANHOLE STA 11+80.23 STA 13+33.40 STA 15+06.26 TOP 430.63 L �, STA 10+00.00 33A TOP 454.17 32A TOP 447.45 32 TOP 439.12 INV IN 426.44 (31-6) TOP 462.18 34 INV IN 448.35 (34-33A) INV IN 440.63 (33-32A) INV IN 431.79 (32A-32) INV IN 419.51 (6A-6) j j j INV OUT 451.95 (34-33A) INV OUT 448.15 (33A-33) INV OUT 440.33 (32A-32) INV OUT 431.59 (32-31 INV OUT 419.31 (6-5) O O O 465 I I � � 465 � w w w € =o O 0 0 I w w w ~wb EXISTING 460 GRADE f 460 MANHOLE O EY -- --- i MANHOLE MANHOLE STA 11+46.06 E MANHOLE 42 STA 11+30.23 STA 13+53.72 41 9 TOP 442.30 ? 'y N N TA 10+00.00 TOP 452.76 TOP 444.56 INV IN 434.30 (41-9) W w o N N E T'ISN OP457.84 INV IN 445.01 (43-42) INV IN 435.65 (42-41) INV IN 433.20 (10-9) u o \MryV OUT 451.52 (43-42) INV OUT 444.59 (42-41) INV OUT 435.45 (41-9) INV OUT 433.08 9-8) ¢ �o 455 8" WATER LINE 455 460 4Ei0 z E E E H STORM E € E > DATE PIPE 417 i = 311812021 1 I'MIN. I € I PROPOSED � � E � 1"WATER qERVICE LINE, � o G DE DEPTH APPROXIMATE, DRAWN BY D A P RO E, 450 ''� - 450 455<............................................ 455 4-33A 8" WATER € s-5...M.IN...................................T..P.......................................,......................................... -. . 180,23' 3. ' C GAYNER 8,� O LINE EXISTING DESIGNED BY PVC I 3.5' MIN. E GRADE E @ 2.00% I �` € • 3 € € w • C. SHIFFLE7T 38 7 �0 STORM 450 445 � � � T s € � � 445 450 ? �',. ...................................................... CHECKED BY J J' J 04 J 0) ._j ��°Vc 1� I �W PIPE 113 � � c*i @� MIN; 1.5a; € 3043 2 PIPE 225 €` • 00� 7 A ' C. SHIFFLE7T W LLi£ L1J LlJ J LJa!' MIN . 8„ 23' O {- }-,- I- }- r 1 M1N. PROPOSE!? pV �` • i SCALE GRADE @ S0 J J £ S CORM 33_32 0i MIN.; AS SHOWN 440 (�' }_i°g } } PIPE 11A € 6 440 445 ! - .� ............ 445 0........................................................ p......................................................................... .................................................................................................................. ....... ............d... ................... ......................... ..r` OF € Ductile 1 ; _STCJR U? J t� � J 0) @ 2.0o. cn € E 8 WATER I PIPE 223A�� STORM rat r - € LINE € € f O PIP 221Qo STORM • ice--+ € L!� c�� P I E 219 435 i e- +LLJ ti ` 1.5' 435 440 E 440 J �c� J J 7� 3 �' MIN. g) ••••••.•.••.••••.' E, f J -v 00 - i J co J m E i V } '0 Bpi F E %4 < �% �"'. € ' I'-C tt) cti c ts� 8"p V OF t�i C?C cs7i u € I 1 € rr nn I v7 w�Luccs� V cd� cn ; I-r {+,� I- + cy)- 9 - +' @ 8q% 1 �€ 0 � � �+ MIN . 1 4? 430 t ti'. 32-31 430 435 E t� < w �& w � 223 41 435 J f 85 22 OF r .._... w va UJ J E� J-, J c� J � �e7 .... J `� 811 p U) U7 UJ U) i c U) @ pVC 6.45 9 t/ to co J J t�! @ 1 V o �. (!� U) U) U) Lo I e# € 4 00% 7 ,, I H E ry up L9.J,.,,. 55/ ) 3 6 EPvc I h p J; J `r pV F € J J J J J J E I 425 ( L CC ~. ` . s0 C I € L� < c � < c� CC t� SCE 430 „ N h _ 1 �o..••.•••.••.••••••••� € 425 430_ _ i° Ce1���q/y! �ryiy? `•/ l '✓ f `✓ / �+Y C�i CL% F V J V! V J V J E A! / V J w LLI -f- €LLJ �i- W co € L0 Lo z I J� 420 }� e<3� 420 425 425 W E ! 1 €€ £ E I I 1€ € LL € € E € E € s € I ( E O CC 415 I 415 Lu E € €€ 9+50 10+00 11+00 12+00 13+00 14+00 15+00 m n STR 43 - STR 9 W Q E O i- i £ HORIZ SCALE: 1 "=50' > �-- I I VERT SCALE: 1 "=5 410 € € 410 W z J 0 O W"� 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 Q STR 34-STR 6 0 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 O 5 0 0 0 50 PROFILE SCALE V) JOB NO. 40919 SHEET NO. C7.07 0 c U C ,�Ao)xj,aj TIE TO EXISTING WATER LINE. VERIFY LOCATION AND ELEVATION. )5 1J 505 • O Iw w" € IL mo °u N 0 IIIIIw 500 r r �cn 500 LiJ > z / 0 Z � Z W I ¢ z I� m o ---- Zb co-\ EXISTING �° O)< Lo r j i� + -1 € GRADE wco � �_ �d Oc�: �r "\ �co r QZO� NIoO+ 2�I - 495 - Q .U, U }� bIL<t o l L 495 F-• a � z � + =O� = a _jca ++ " P N UO_�ro N� Nam' U=Q }w�l " w w o I- rncn -� 1- Q H ptn� j i O W Tju) nan 1 R- : ': n a n 0 z w m r- N o 00 NOTES: 1. FINAL SIZING OF CASING PIPE WILL BE DETERMINED BY ACSA PRIOR TO CONSTRUCTION. 2. MJ FITTINGS SHALL BE BUTT FUSED DIPS FITTINGS. NO ELECTROFUSION COUPLINGS WILL BE PERMITTED. 3. STORM PIPES 171 AND 507 SHALL BE CONSTRUCTED WITH A STICK OF PIPE CENTERED ABOVE WATER LINE CROSSING. C) p z w (D m 00 O r zo r + r w rn On W Q V' r d- Lo CV d• HORIZON ROAD INTERSECTION O + O + - o co + w- I + II 11 > STA 13+46.20 rn v O _ 0 _ O 00 = r > OQ `- - €=i r EXISTING Q W N O o m LoQ �«SQ GRADE 0 W Q � 495 O pp NI- NU) NI- NU rin CV rU) � CV>�' r(DU) - - 495 > 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 OLD LYNCHBURG TO HICKORY WATER LINE PROFILE C)II 'IT W /11 PROPOSED ' - II Q > W / / GRADE - - - - , U) W / 1.31 D 12"X8" CROSS 490 5 5 / 490 / 3.5' MIN. , F118' 485 - MIN. f € SANITARY 485 12" CLASS Ff 1' 52 j PIPE 16-15 MIN. 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'u 1. i, ; c 3 Q N (n U 0 0 co 3 a) w O 2- Q >, c cu 0 a N N s 6 c W = N c cu cu Q, c O ar O = 3 N 0- �O -a tY o(9 q)U) Z °' O 2 :2 O a >,F- M O -0 = a N � N 0.. a w W U)3 Z N N O2 2 Q F- ro 6= -c = 0 m Q -.5 O '- i Q1) N C N cu N U O N - - U Z) L% N cu O _i2 U c 8 N E "B O O U (u O 6 a O N O :O - t�.q '6 Q O c v) N N U -O i MN fN ", c o T U Q w �o sn N N F- - L -0, It I �,J,�, I HIGH PT STA = 10+64.99 HIGH POINT ELEV = 491.24 w STOPPING SIGHT DISTANCE = 267 F- PVI STA = 11+10 z PVI ELEV = 490.34 ui A.D. -3.00% ui � (D K 30.02 C) 6 N cy) 90' VC C) T- 0') + + 4 o C) (o + C) 0') T_ uj 0 F It 4 c).r; r (f) CO U) 11 11 C) LOW POINT STA = 16+68.93 LOW POINT ELEV = 463.97 PVI STA = 15+95 PVI ELEV = 466.10 A.D. = 2.11 % K = 70.00 148'VC A a r, U) Lu C) C) > > oo 06 00 -2.00% m m00 U) 11 LLI 490 490 Lu LL C6 EE 485 485 V Ld C14 LLI + 3.5' 480 STORM N. M,5 MIN. >(D<- 480 PIPE 163 000 9 PROPOSED GRADE 3.0' I I< EXISTING — C) (D :c LL 475 GRADE + cO 0') 06 475 MIN,' > (D = Lo 0) 0 STORM co 0-) Ld (y) 0-) LLJ + 00 0) + 470 PIPE 159 co 0-) 470 cc) + coo > C, -CD, LECTION, �EFLECT' DEF DEFLECTION, 0c) U) =00 U) 8" C LASS 52 DIP - TYP. _4� Lij WATER LINE 465 > Lu W 465 CD-2-'%- CD-2 --------------------- 7MIN STORM — PIPE 155 CD-1 460 460 3.0' STORM PIFE 153A ,MIN.J 455 1 455 STORM -A PIPE 151 E � I j � 450 1 1 1 1 1 1 O -4 5 0 STORM. PIPE 501 445 445 440 440 Lo Lo Lo Lo Lo Lo Lo r C) d ti m a) d C) Lq LI? o Lo N co (D co 00 7 co O co oo c� (N 00 (y) � 00 O c� CC) Lo rn c) (D (q r_ 0) CD 0) r 00 0006 Lo L6 Lo 6 fl- 00 N L6 p lo N 00 CD (6 't 06 c) r� a) m Nt cy) r- It 00 co 'q- 00 co r- r- r- r- d r- P_ Cfl d CO (D (D (D It Qo (D It (D Lo d Cfl m d L0 m It Lo to 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 HORIZON ROAD BEGINNING - STA 19+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Lu o (D > 6 <-i w (D > C, w + W + C) c) co < O < 4q 490 490 485 485 1 480 480 STORM PIPE 161A 8" CLASq 52 DIP WATER 475 LINE 475 470 E470 5 0 50 PROFILE SCALE 17+00 18+00 19+00 19+50 9+50 10+00 11+00 HORIZON ROAD STUB OUT WATER LINE PROFILE ..... .... ..... ......... ..... ... . .... .. ..... ..... .. . .. z N .... ..... .... ... ... . ... . . ..... .... ..................... . . . .... . ..... . ..... Z� -X 7gg II - — '_ — q.. u. 'TL f HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 55 lk __7. .. . ..... ..... V A, hI '�j — . ........... ........... .......... I e Q, .. .. ........ .. L_ _J 'Ib /p. . . . . . . ..... ;!�r NO WWI jr ...... .................... .......... N E., . .. . ..... Y�_ IF n ..... ..... "o IX E O 0 N 0 E E Lu F- uLu tj 3: LL -2 0 L_ p, Lu wJ—vi g 0- U) (D Lu" r 0 i LL > < Lq 5-- to 001 .4., N V) ro co C> k0 F-- ui 0 0 LLJ Lu u 0 0 z 0 c� u U) LLj 7- 0 �0' di _> Ej _�' L> 0 0 0 CK Q� UC-Li LQLj LQLj uQj LiQ Lu C) co DATE 311812021 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETI- CHECKED BY C. SHIFFLE7T SCALE AS SHOWN JOB NO. 40919 SHEET NO. C8. 01 ARn F- U W U) W F- z I-_ U) W r� •� nan PIPE Z O J W + DEFLECTION, TYP. I LL 06 C w N Q LqW POINT ST = 25+69.9 p Q Q 455 _ 1 \ CD-1 \ / EXISTING j GRADE (D = ao > L2� �- 00 N v c~nl? - L W POINT E EV = 438.26 + F' (n 455 3.5' -28 0 `� \ uj o W + + - N +W + CIF-' co U.+ o PVI ELEV 440.13 + 0 / 3' \ F- N W N > N- N> N• A.D. _ .38 /o N r- N 1 Q < CO QX QCO Q K= 39 00 VC ti W 00 00 5D_ / Ji I 00 U) CD-1 �� � eo U)co U) co j co U) 150, O N O + N N 't Nt U ti 00 () FW- 0o (n I� 00 cn 450 TORM 8" CLASS 52 DIP U {J 445 P PE 145 WATER LINE 1.2' STORM I ( > co U) W LY_ N .p Lo CY_ ,(-) . > 't cr, - 0 rLcL 445 STORM PIPE 501 STORM \ PIPE 137 > > V) LU v- m m L O wo W Lo ( 0' 1� i Lb N co N U) (+z� C) !<LL V, - PIPE143A WN _---- W NN a II WN W 0) _ U U , I__I U) ( 440 CD-1 > 440 SANITARY PIPE 51-11 / / CD-2 PROPOSED GRADE 435 U 0) %W) > Lo > C) r- STORM PIPE 133 ST PIPE : RM 1'4 1 211 -2.50% 435 W N w (NN WA N CD-1 \ � \ STORM w U) L w V3 SANITARY SEWER PIPE 209A 1.5' LATERAL, DEPTH APPROXIMATE, TYP. SANITARY - 430 ' i PIPE 8-7,-,—STORM 430 W 0) W m W co W ro (NCI w 07 W (co) (� � v W co i PIPE 207A STUB OUT FOR i> WN m N CD i + 0', + � > . L i W + U_ +� CD W U_ W (o i W ) C:) ts� SANITARY \PIPE 6B-6A FUTURE PHASES 4257 N w (!) c'� w t13 ( w N, -zr+ W � + C!) N c/) (� (`� N > > > W (oc (`� W F- W F- W - W }-- F- (.� U) U) W }- W i- F W I- W U) U7 co N W {n co w co N N c�> > coW IK +(/j do N \ STORM 425 PIPE 107 C H W N[� 3 < �a-, ! �- � /gip #I l �L�� L-' for j`S.'1 (1) /J r- ,gyp•' Ll� w w STORM �� �' 420 PIPE 205 420 CD � co o �t OR O N Lf� N O O (O r N Lo co pp N p ao LO L(� N N O p M M O Lo Lo Lo Lo L1j Lo d' Cfl Lo Ln N Ln Ln �' Lo d- Lo N LIj O N' Ln M 00 N' (9 M N' N' f� M O LC) d N' N- N c- �• N N N c- d N' V' O N' O It 00 m CO co m (O co O co N co Lf7 M f� co N M N C'7 N co N N N N N N N N N �- N N �}• N- �• N N• N �• N N- 19+00 N f rf ; All J, ' r ( , / i I 1./ ! \ — c 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 HORIZON ROAD STA 19+50 - END HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 '► 9 i A 5 0 50 PROFILE SCALE YY S j mor 1j 00 0 0 rn V N vi N Q 0 E W E ~ U V) ILL o ui O Q� Uomo Lri a o N O a = U- c U j in I— Q c Ln rn NN cn o_j �� 0 C7 ZD 0 F- 0 w w_ z 0 H 0 z O a U U) w O W W W Lu z z z OO Boo W W W a a � 0 4 O j LQ � C4 Q \ O Lj DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT' SCALE AS SHOWN W V z W'n > V J W W _ J o LL J W 0 L1J u n o r-) W r 0N 0 O L.L.. W 0 0 0 i D 0 JOB NO. 40919 SHEET NO. C8.02 0 c 7 Q N U C f � 1 f ✓` / ✓ r' ! f 4 r ,r ✓! ✓• !°T l , ♦ f t E i E L� i 0 r , i ✓" �j I l 1 i I , 1 U v 4 J r t •`i f } } , r ✓ 1 s 4 } ✓ r r ! S 3 t { + 4 * V r ✓ r ✓' k1 r .✓ ! ✓ + r r r • ; + ,.. r N ! , V I- U W 10, VC ry ry K = 2.00 A.D. = 4.95% Z PVI ELEV = 442.48 PVI STA = 10+27.99 o LOW POINT STA = 10+27.04 o LOW POINT ELEV = 442.54 �BVCS �+ Oz = 10+23.04 N BVCE = 442.58 O EVCS = 10+32.94 465 = f¢- U)EVCE = 442.62 2T VC K = 30.00 A.D. = 0.92% PVI ELEV = 446.08 PVI STA = 11+50 LOW POINT STA = 11+36.26 LOW POINT ELEV = 445.67 BVCS = 11+36.26 BVCE = 445.67 Q EVCS = 11+63.74 LL EVCE = 446.61 06 H U W U) 1Y W HIGH PT STA = 14+84.61 z HIGH POINT ELEV = 458.04 17-- STOPPING SIGHT DISTANCE = 152 w PVI STA = 14+72.23 Q� 00 U rl-� PVI ELEV = 458.54 _j M Lo A.D. = -5.83% Lo K = 13.00 � Q Q 76' VC + U) CV - Nrn 465 14 € In (D - CO L O d + Lo r- CC) U) d co 00 cfl "T CO + I` 00 r d T- II W 0) I- M W O W O O N r- W r- W N d r- + d d 11 11 IW- N H N H N IW- c i H c i Q U) U LLI U IH 460 cn W Q 460 XQ XQ X¢ I- € I- I- XI- ¢XQ I- j r-(n W W co (n € co w °° (n _ ao U)0O U) PIP E m m a 6� DEFLECTION, TYP. -C 1 3 455 � 455 EXISTING PROPOSED 3 5' j > o GRADE E GRADE o�o € MIN. 11 1.3' I o O 0 Q < _ $ 3' 450 0 c� bo t. / / 450 o / _ `- I► PIPE Q W DEFLECTION, SANITARY U) w TYP. 8" CLASS 52 DIP STORM PIPE 34-33A 445 GD-1 3' / / STORM PIPE 225 WATER LINE PIPE 417A 445 of� 2 95 pO/ 3 STORM` \ PIPE 223A SANITARY SEWER € 1.2' LATERAL, DEPTH 440 CD-2 3' 13' APPROXIMATE i 440 _.. 1.6' W(D U'�IUN W o W o W 00 w (y) W O w O W U' c0 W U 3.8' STORM 1` OCD M u> ti- �p € % c� %' co w PIPE 221 w + LL + 0L + C� L� + CL + 01 + LL' + C� + Lir WNWC\l €WN Wc� Wm Wn 1l,.Ice IW_r 435 STORM (n cn c c/3 (n U3 € CC) w 435 PIPE 215 W I-- I-� W �" w i t.l.J i-- F-F- €h W h- W �- W W a F 0- wiF-U) }- w I- } SANITARY Eel PIPE 9A-9 430 430 1l• p cfl O N r- d 0 0 0-) Cp Cp Co d tom{) N O�j c� 0 d CO f� N CO L d d O Cn C!7 It U-) d• I` 00 � d7 'I �� It �- N c- Cn CO Lo In L0 Cn Lo r- L0 CO Cn d r- Lo CO m I` L0 d d d• d' d d �� d d' d' d' d It 't d' It 5 0 50 PROFILE SCALE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 CARDINAL HILL LANE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 U - „ i I i ` , ' 'a, ✓ , - l y y« 'i x , v { E : 3 t �y1, �t � jJ J' f , It d { % !: t , i +� , 1 f ,) t t s , v , , „ , 1 :; 5 Z t } v } ;. it , � i • , h ; t , � t , i k is � tk' n { 1' •R t �i : k 3. 3 1 b i t 1' 3 i ''i S} � 't , ; 1 +x t t �y'}, t. 4 , ••J , 5 •..ii v t t { , v k 4 M $' 1 t ; t +,v k' r♦ � � ,1v i I. aE f l{ 9 ✓" 't 5p`j S 'a 1 5v , r r• , , , } > a, ` : t , 1 l 1 t s > p. �3 0 , <t , n ' i . t t p-' , , 9 , 9 3 \ 4' '3 fe l5) 3 f, yam. .. •3 /,. 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LU 0 0 0 Z 0 ( ) JOB NO. 40919 SHEET NO. C8.03 0 C n N N U C J L HORIZON ROAD - INTERSECTION STA 10+00.00 "Al 77 t t s s 91.3i,`l, ' `, >.,j''i, 'r 1 ;,y P. f.); ; f 7 2 1 5;'3 I, pqj 3 3 I .•'•.. 5,. , T� D *'t:lA ; �' •�;,�� '; i,t t. 1, $@t ;, �y e t .,,f6{� •Et i` ,,.,,1'.� > t I f t ,' t I �•�# it ' � •t ...;.. 't �t I g5 :y y YS�/lff 't• 1' ??�5 t t0 i '. 3 V_'i Y _ � `3 � 3 1 { y is '''. ' ' { .��ti A i } sQlk •y, ; ,?? /��i £" ' ,' .' ' j i ✓ r' f F 15 pf �)''..1 7`i #Y I t y i� �•�. i � y 1 3 ; r? �•. �, i 3 } i � !' , J ,i , S,}t' ...' '•2 t y t 1 ' 'b,,. ,f . +3 .tj '%,i':*' y 'j Y vy' y; 5 s i '}� 5 j1y? •"f f r { y� 1 Cj t ssf 3# { J ' •' i , ;y ' S •i i , 1y, , 7 fji 't, 1 t ' � f� 's•! ; r, "� i`./�J •a �yi/�J' ', f ' I I ; . ''y& ry !d 'f f \„ (` t i'd•}` t '! 't ' S5.. `,• ? 't.�' ' , ,i 2% y Y� , A ! .• d t[ j � r , �`/ �+ 2 25's '• : ` 1' % }' ' } } } } 30' VC K = 5.00 A.D. = 6.00% PVI ELEV = 432.52 PVI STA = 10+33 U LOW POINT STA = 10+28.00 W LOW POINT ELEV = 432.72 BVCS = 10+18.00 H BVCE = 432.82 Z EVCS = 10+48.00 465 EVCE = 433.12 48' VC K = 48.81 A.D. = 0.98% PVI ELEV = 435.12 PVI STA = 10+98 LOW POINT STA = 10+74.10 LOW POINT ELEV = 434.16 BVCS = 10+74.10 BVCE = 434.16 EVCS = 11+21.89 EVCE = 436.30 K = 98.78 A.D. = -1.02% PVI ELEV = 457.78 PVI STA = 15+53.17 HIGH PT STA = 16+03.65 HIGH POINT ELEV = 459.78 STOPPING SIGHT DISTANCE = 701 BVCS = 15+02.68 BVCE = 455.26 EVCS = 16+03.65 EVCE = 459.78 L0 I` co o co (q d' c7 O W L IW- r ± L _ Q co r > r < Q I— U) c0 U) 00 U) rn ir_r� Z �o # # # 2 J UE PIPE €� -- p I+ u- Q W I+ Z DEFLECTION, I TYP. 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C4 V) 2 4 A a- 't 00 C) Lu %D �_ U) c� Z) 0 u= 0 c� = F__ 0 Lu > w_ = u < z 0 , U) , > c� =) 0 0 so 0 0 0 0 0 z 0 � I— 0- , cl� u w Lu 0 Z 0 LL, LL, LLJ LL:j > Z Z Z Z Lij O (DOB c� (i u u �'_ �N_ �_ �_ I- j�;2: �� ::) :� O O O 0 (i u (i u ci� cy- cy- cy- � � � LQL I LQL I 121 LQU LQL I V) (J) (A (n LLJ LLJ LLJ LLJ � � � � I I I I N N CN (N Q Lij c) 6 '�' (N � IN �N (N � (z) IN 0 �� I\t O � O-) "I - DATE 10130119 DRAWN BY S.HARVEY DESIGNED BY S. HARVEY CHECKED BY 3. STRICKLAND I SCALE N. T. S. = JOB NO. 40919 SHEET NO. C9, 0 -Do- (1) u 30 -0 cr U (9 �5 2 in Z (L) 0 0 �� c: >' �- cu - E .2 C -0 C Q) m Nc 0- 0 =' 0 0 c Q� -Q) u , 3: Z V) U) 0 a):2 T CL 2 (x I-- , 16 �5 >' -3 ' '- CL = 2 3 0-11 w . _2 V) w = (n 0 X a w 0 w .";5 i:- 2 2 N m c 0 4 0 c: t w - E -a :3 C 0 (u 0 -0 C6 -0 .E- -2 a .T -0 U-0 0 CF v) (n .2 m t -0 2 a cu U) 'n c c 0 E 0 11 0 a) _0 w 2 l_ a) .- -= CZ - L DESIGN CRITERIA CONCLUSION • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS ACSA 12/19 THE FLOW TEST NODE IS THE EXISTING ( ) ON 2019. / WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTIONOF OLD • THE MINIMUM NEEDED FIRE FLOW IS UNKNOWN AT THIS TIME. AN AVAILABLE LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW FIRE FLOW TABLE WAS PROVIDED WHICH SHOWS THE CALCULATED FLOW CURVE IS SHOWN ON THIS SHEET. FROM EACH HYDRANT FLOWED NON -SIMULTANEOUSLY DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER PRESSURE LIMIT OF 20 PSI. THE ALBEMARLE COUNTY DEPARTMENT OF FIRE MODEL LAYOUT. AND RESCUE SHALL DETERMINE THE ADEQUACY OF THE AVAILABLE FIRE FLOW RESULTS. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF REQUIREMENTS. 120. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING AI M N PRESSURES AND FLOWS WILL BE EXACTING. A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE ALL FIRE SCENARIOS. OPERATIONAL AND PERMIT CAPACITY. FLOW DEMAND CRITERIA • •• 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 •• BLOCK 3: ••• 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 3�el111911416 1A ••• RESIDENTIAL UNITS = 71 ••• AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 •• BLOCK 6: ••• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-11 •• BLOCK 7: ••• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-14 • :•• BLO RESIDENTIAL UNITS = 5 ••• AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 •• BLOCKS 9-11: 000 :MIDRUNITS LOW FACTOR = 270 GPD/ ••UNIT •••• TOTAL DEMAND = 18,630 GPD •••• DURATION = 24 HOURS •AVERAGE ••• •TOWNHOMES 32DAILY UNITS AND = 12.94 GPM •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.00 GPM ••• STUDIO APARTMENTS = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS •• ••• BREEZEWAY UN TISY D116 UNITS 6.00 GPM •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 31,320 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 21.75 GPM ••••• AVERAGE 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 •• ONE BEDROOM RESIDENTIAL UNITS = 15 •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 4,050 GPD •••• DURATION = 24 HOURS DAILYAVERAGE AT J-2 ••• •• TWO BEDROOM RESIDENTIAL UNITS = 65 •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 17,550 GPD •••• DURATION = 24 HOURS •• AVERAGE DAILY DEMAND19 GPM AT J-2 ••• COMMERCIAL KITCHEN 5,000 SF •••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 6.94 GPM AT J-2 • ::•• RETAIL SPACE = 5,000 SF FLOW FACTOR = 250 GPD / 1,000 SF •••• TOTAL DEMAND = 1,250 GPD •••• • DURATION = 12 HOURS o. AVERAGE DAILY DEMAND = 1.74 GPM AT J-2 ••• • PHA LEASING AND COMMUNITY SPACE = 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 to FUTURE RESIDENTIAL UNITS ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 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 . _.. _:...... - ......_..-.._.._..._..--._..-------------------- - I ------..-_.............--_--------------- ------------------------ ---- HYDRANT FLOW TEST j Test Date: 12 19 2019 Test Time:10:00 a.m. 60 ----- ate------ .--..--------...-...__..-.-------.- Static Pressure:62 PSI - °'W Residual Pressure: 59 PSI g Observed Flow: 1,313 GPM Note: Flow test results were provided 50 .......................................... t...................................................................................... ......................... .... by Albemarle County Service Authority. 40 I t � 1 aN, I 3 � d 'fix 30 - - -- --- --` ---- - --- ---- - - ` - -_ ° - ._ ._... .-------------- Observed Flow Projected i 20 DISCLAIMER: j the flow test results are based upon information gathered at the time the test was performed. 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A.oA$::ift tkt,:l;7£;i.GYX - FLOW SCENARIO JUNCTIONS HYDRANTS J-1 I J-2 J-3 J-4 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 HA H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 488.5 490,2 492.2 489A 466..8 461.3 453.2 443,2 440.5 436.9 432.9 440.4 444.2 457.0 461.8 455,15 451.3 500.0 489.8 490.9 474.7 4602 448.5 442.8 433.0 441.1 453.0 452.3. STATIC 66.9 66.2 65.4 66.7 76.3 78.7 82.2 86.5 87.7 89.3 91.0 87.8 86.1 80.6 78.5 81.2 83.0 62.0 66.4 65.9 72.9 79.2 84.2 86.7 91.0 87.5 82.3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65;2 66.5 76.1 78.4 81.9 86.2 87,4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82,7 61.9 66.3 65.8 72.7 79-0 84.0 86.4 90,7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MDD) 66.6 65.9 1 65.0 66.3 75.7 78.0 81.4 85.7 86.9 88.4 90.1 86.9 85.2' 79.7 77.6 80.3 82.2 61.7 66.0 65:5 72_4 78.5. 83.4 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND (PHD) 66,3 65.4 64.5 65.7 74.9 77.1 80A 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61.4 65.6 65.0 71.6 77.6 82.4 84.8 89.0 85.5 80.3 80.6 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H-4 H-5 H-6 H-7 H78 N-9 H-1.0 H-11 ELEVATION (FT) 500.0 489.8 400.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 AVAILABLE FIRE FLOW* 2,00 2,000 2,000 2,000 2,000 1,850 1,731 1 1°;677 1,661 1,639 1,666 `AVA)LABLE'FIRE. FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT ASYSTEM MINIMUM RESIDUAL PRESSURE LIMIT OF 20 PSI:. FLOW WAS LIMITED TO 2,000 GPM. ISO FIRE FLOW CALCULATIONS UNIT TYPE NEEDED FIRE FLOW (ROUNDED TO THE NEAREST 250 GPM) 4-UNIT 1,000 GPM TOWNHOUSE 5-UNIT 1,250 GPM TOWNHOUSE 4-UNIT CONDO 750 GPM 6-UNIT CONDO 1,250 GPM SFD 1,000 GPM DUPLEX 1,000 GPM PIPE REPORT ' • • : � � 0 ' � 0 � o • 0 0 Location OLD LYNCHBURG RD ..... ._.. Date andTime of Test :.12/19/2019 10,00:00 AM Minutes of Flow 2' Pipe Size (inches) 12 Pressure Hydrant 12032` Static Pressure (psi) 62. Residual Pressure (psi) 59' E] 020 Looped LIq20 Multiple Inline Hydrants 1-.-10.20 Single Flow I --I• Sprinkler Test Single Flow .. _ ... _ _. Flow Hydrant 01 1.2030 Pitot Pressure 91(psi) 62; Yellow 1.41- Test Flow 1 13.13 Flour Hydrant#2 Pltot Pressure tit (psi) Yellow 2 L I Test Flow 2 0' Flow Hydrant.#3 Pitot Pressure 113 (psi) Yellow 3 (1 Test Flow 3 . 0. Total;. s%imated;Fiow {ggm) 13I'T: AWIWA 070 Cikulatlon ( pn i) {No axlor iu t129 i++acs[ez Usiull£tient gts:ure arup£rX0211 Vitos4{e..pn+}Y..e+[rs£,) Comments Hydrant. opened all the way 0rse;pu£np ruiY(€in at Maw . lvtctuittaln purnpstatl it fMi etnutl ufn Eul +E 1>;tettkr Uthafwf7 L ra it f(.er ry,13, Yf�fsktcn6lue rrs3da}a:,glaurrt ttaa tey iron! stiA Op tadonaAYNtA far yN,'av?dar4 stilftuet ai;estfict{yn)ar44rpn{yi:onraf ary.aUAii �f tFe FSv.LUA /Nw vs p¢ot pe.:utc SaaZ^is us4sf. Estimated Consumption (gal) 2626:, For use for water audit Signature of Tester: _ TH 0 po'� BRUCE W. STRICKLAND JR. �^ Lit. No. 056612 N �0 zz z0z0 o �� ti� S O S I � 0 NAL rn E O 0 � V N vi N > E w v E a-+ f- U ay, 3r Q LL, O u_ IAJ LU s M Q � U co LL. _J d of O N (D W N d �o(n �Joe UL) LL U j Ln 0 Lr; O41 N >U M n. d- 00 J F_ 0 f-- 0 w W_ 2 Q z 0 U) H 0 0 Z O U (n w IQ 0 W W W W 0 0 0 0 C) U U U U W W W W 0 2 O O ti ti ti ti wwww cl� Cl� CY- Ce 0 0 0 o N N W QO O N N Q N ��"a,-o DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N. T. S. UJ U U) 5J H � w 1 � 1--i z U) UJ > Q �wz 0 Q U ,J LLl H W LL > O LU � Q O = W � W in U U) O U7 O C� w Q J� D O V 1 JOB NO. 40919 SHEET NO. C9.1 0 3 N -O c a 0 to 0 2- C a 0 a=i 0 N t9 `o 0 3 -aa Z3O -o 0Y 2 O CL z wo 2:� 0 a� t0 0 E -o = � N C a. o =) O o= U) zN o� 2 Q �X oL r = tv o 0- w o -� Qm a) = > CU O O N i �N N 0 U ,= o E -a 2_ O (9 a 6 -a S (Da wa .-0 0 O � w w•o N 6 -02 CUN '3 = C O N U a o N � H L 10 (,-1 q'k >1 (D U) (D CD N (D Q co 0 -0 2 Z PROJECTED AVERAGE WASTEWATER FLOW SOUTHWOOD REDEVELOPMENT BLOCK3 TYPE ITS GPDJUNIT FLOW (GPD) RESIDENTIAL UNIT 270 5,940 BLOCK 3 TOTAL 5,940 BLOCK4 TYPE UNITS GMUNIT FLOW (GPD) RESIDENTIAL UNIT 10 270 2,700 BLOCK 4 TOTAL 2,700 BLOCK5 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 71 27Q 19,170 13LOCK 5 TOTAL 19,170 BLOCK6 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT C) 270 1,G20 13LOCK 6 TOTAL 1,620 BLOCK7 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 6 270 1,020 BLOCK 7 TOTAL 1,620 BLOCK8 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT �5 270 1,350 BLOCK 8 TOTAL 1,350 BLOCK 9-11 TYPE UNITS GPDJUNIT FLOW (GPD) MIDRISE APARTMENTS 69 270 18,630 TYPE UNITS GPDIUNIT FLOW (GPD) TOWNHOMES 32 270 8,640 TYPE UNITS GPD/UNIT FLOW (GPD) STUDIO APARTMENTS 32 270 8JA0 TYPE UNITS PDIUNIT FLOW (GP D) BREEZEWAY UNITS 116 2,70 31,320 BLOCK 9-11 TOTAL 67,230 'NOTE.- BLOCK 9-11 DEMANDS SPLIT EVENLY OVER BLOCKS 9, 10, AND 11 BLOCK 12 TYPE UNITS GPDIUNIT FLOW (GPD) 1-BEDROOM UNITS 15 270 4,050 TYPE UNITS GPDIUNIT FLOW (GPD) 2-BEDROOM UNITS 65 ?70 17,550 TYPE SQUARE FT GPD/SQ FT FLOW (GPD) COMMERCIAL KITCHEN 5,000 1 5,000 TYPE SQUAREFT GPD/1000SQFT FLOW (GPD) RETAIL 51000 .250 1,250 TYPE SQUAREFT GPD/1000SQFT FLOW (GPD) PHA LEASING AND COMMUNITY 3,200 175 560 BLOCK 12 TOTAL 28,410 FUTURE DEVELOPMENT TYPE UNITS GPD/UNIT FLOW (GPD) FUTURE RESIDENTIAL UNITS 500 270 135,000; TOTAL FUTURE DEVELOPMENT 135,000� .... ......... ....... . ........ .......... ......... ... . ...... rt- '�ROUT 31' ........ ...... J, "ZI . ...... ............ T ....... A4 M6.�,-), Z .............. .......... . ....... ... .. . V1 .......... ... .... ........ . . .... -X, 0 BLOCK 2 0 > ............. I 0 . ..... . ........... ...... f/ BLOCK 9- 0 A, ...... ... .. . ........ t �,P- 'BLOCK 11 eP BLOCK 12 X X .— . . ...... .. .. ... . . .... ... —N. 7, ... .... ..... . .......... BLOCK 10 ..... ..... .7 'A f il .. ....... I -A .......... . 4 h, 4-3 i n, '14 . ..... ........ . ...... .... ......... .... ..... .... > BLOCK8'� ........ .... 4 .5 .. . . ... ..... ... ... ..... ..... ....... . ...... ... .. . ......... ...... 9 ...... . ......... �,% � . . ..... .... ................. .... ......... .... . .......... . . ..... ............ ... ....... U..T PJE LA . . ............... .... . ..... . ..... . .. .... .... . . ......... ... ........ " .... . ..... ......... - ------ ...... . ..... ..... .... ..... . /--- y .. .... ... . . . . ..... ....... ...... . . . .... ..... ..... 'y .. . .... ... XO . ...... .. .. ... ....... BLOCK 1 IDR -E WHARTON. /I/ '(jA ... ........ BLOCK 13LOCK 5 /* . . ... . .... FUTURE ...... RESIDENTIAL 4; ... ..... ...... UNITS _j ........... ............ .. ..... .... . ........ .... K 6 B BLOC . . . . . . . . . . 'if I -, , , , i , .. ...... ..... LOCK 4 . . ..... .. 13LOCK 7 .. .... .... .. ... . ..... ITH 0 po'� t; BRUCE W. STRICKLAND JR. lie. No. 056612 ��1/5�O� 2N2 2�O 00/ c') E C) C) 01 Q 0 E E Lu Lu V>, U. LL 0 ru 'A Lu -I-- M _j U 00 -i — ui Lu cs, rq Lu 3; 0 U) 9 -j w 6 LL U) > Ln Lr) 0 4� (n 00 -1 C) Lu kD (10 0 m 0 M Lu u 0 cr-o 0 0 z 0 u (f) Lu 0 (Q I 0 il�j LL, -LLJ 66 > w c" U U (J (D 0 C) ce- LL Q� C4 C4 a! CL)L-1 UQJ uQ-j uQj Qw UA LLA U-j LLJ cy- Qr- Q� C4 Lu QD Qj c.) Q) (14 F- < 0 c DATE 10130119 DRAWN BY S.HARVEY DESIGNED BY S. HARVEY CHECKED BY 3. STRICKLAND SCALE N. T. S. uj (D U) < Lu u < > uj D.-i Lr- 0 < 2: Q ED Lu < LL 0 UJ r Lu 0 0 Lu Lu u V) r) < 0 0 < 3: r :D 0 (f) JOB NO. 40919 SHEET NO. C9.2 15 -0 di :3 0 c 0 U) ca 0 CL �i CL If m CL 0 -0 a- Q) 0 CL 0 (L 0 D U 0 OL (n a- ( x 0 w 0 0 cT) -a 0 0 cu 0 7a -2 w w E P-AR-KfNG-LaT-MND&C RE PARKING LOT LANDSCAPE 0 L SITE AREA ITA REA (HATCHEDt -(H �CHEFWP— —UGP— AR�A 77 HALL a ARK] rx �i - I - -- , , , , 1 > IITO ID A, iiI P LOT 12 OT 363 N Q'-+.,. -V �R �W _V V I TPIF Ty� A --------------- ---- ....... .- — � v v 2 T ErITDcc Go -j w, ( \\1 Ul TYP CD LU ru 1/r LU ui ............ a ...... .... ........ .... .... . .. ..... .... 1019 .. .... .... .... . .. AA . .... .... ... ... .... .. .. .. ..... .... .... .... p Q t ; ` 7- 7:::95h ---ton ion don ci. Q 7 X z X . .. ...... .. .. den _x . ......... lvvs vo OX NVS ITT ERN LAN� :77 . .. . . . .... ..... .... .... .... ..... .... 77. ----------------- T Ag —dan PLINEY RO on - 4al� -4 —lon --tan ..... ..... ..... . .. .... ..... ... .. 7- ... .... .... . ...... of 7_77_7777��_ .... .... .... do I... ... , _ - �H . I ETO _' I �i .. ..... ... do. n d n ........ ...... ................ .... ..... .... . ... ...... ... .... ...... • ...... . ......... • • .... .... .... v W3 If U_u cm E D cr, 0 Q rlj 0 > E E LU LU LL o C) LL U-1 0 'u U Go L6 C:) M (L nu "4 3: 0 X< -41 ice Uo_ U-) x U < = 00) 00 _j %D F- im 6 6 Ui DATE 0410612020 D RAWN BY R. COSTANZO DESIGNED BY SHALLENBERGER CHECKED BY SCALE V = 401 JOB NO. 40919 SHEET NO. Ll. 02 0 0 0. —0 1W, 0) (1 U Z) =) 0 �0 ry 2 z 0 02 m E ca 0- 0 0 Q Z 0 ai 2 2E x Q 0 CL Na X of U 73 () Co 0 ,g) - tt A:a 0 0 CL E x YV (.[lkW .c: -71 c: 1p >1 -0 - 2 < C) IR 0) 1� I C) 4 2� .1 r- 0) r- a 'a a) 111 a d: - 0) 3: _q 6 : _j 6 13 0 _r_ w) co 9 0 6 :6 0 0 �: :�; , 0 !9 , t a) .T ,all 1 �_ \X<. , - 1. -u -\ -� . . �,., '** � /I - ----',J---- � - I I ___ I - � m' , * - ... *I. * . . � , ., I % 11 " `� I � , I __:,� 1<1 -1. .... 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I . /� \ \ , �l , - � " I I , � ". 16 E =, -0 ci .�: V) Z) 0 c: Q > (1) 0 m I_- 3: 0 U) 0 =) CL >1 = m - -0 -0 W (/) =1 Q :2 0 c = m = 0 _0 c: w rf m a- c: .- - 0 -a .(-- 3: c: -00- a) D 50 -0 Er 20 CL 2 wz (D 0 .0 - 2 0 -� >, �- M - E.2 -0 c: c: W w �l a 0- D 0 0 c: R a) (D �5 U) 3: Z (O 0 0 a) 2E 2 CL 2 x P W a) 154c; .� -5 Q) 0 Q.:5 2 *§ CL 11 a).S .�: -!d 9) w 2 -�; u c: 4j 0 - a) . t �; 2 2-5 M c: 0 .4 0 c: �5 0) E ;r6 :3 0 co 0 -0 dri -0. . -2-0 .2:2 'j -0 0 c� Y) W.2 1. Q 'O c: - cu V) V) c c: 0 2 0 CL .2 0 �0 V) _q a) - = � F- - L * ttldm PLANT SCHEDULE QTY. SYMBOL Scientific Name Icommon Name Size ISpacing lRoot INotes 110 Yr Can Canopy Tota STREETTREES 0 AR Acerrubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 0 0 AS Acersaccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 0 15 LS Liquidambar styraciflua 'Ward' Sweetgum 2" Cal. As Shown B&B Matched specimens 249 3,735 16 PA Platanus acerifolia 'Columbia' London Planetree 2" Cal. As Shown B&B Matched specimens 254 4,064 45 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 13,455 39 QP Quercus phellos Willow Oak 1 1' Ht. As Shown B&B Matched specimens 370 14,430 16 UA Ulmus americans "Princeton" Princeton Elm 10' Ht. As Shown B&B Matched specimens 397 6,352 SITE TREES 36 AC Amelanchier canadensis 'Autumn Brilliance' Serviceberry 7-8' Ht. As Shown B&B Mutli-stem specimens, 3-5 stems 130 4,680 2 AR Acerrubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 794 0 AS Acersaccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 0 9 BN Betula nigra 'Heritage' River Birch 1.5" Cal. As Shown B&B Matched specimens 464 4,176 30 CF Cornus florida 'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 3,720 14 GB Ginkgo biloba 'Sentry' Senty Ginkgo 7" Ht. As Shown B&B 14 196 5 JV Juniperus virginiana Eastern Red Cedar 4' Ht. As Shown B&B 16 80 4 LS Liquidambar styraciflua 'Ward' Sweetgum 2" Cal. As Shown B&B Matched specimens 249 996 5 MV Magnolia virginiana Sweetbay Magnolia 8'-9' Ht. As Shown B&B 113 565 3 NS Nyssa sylvatica Blackgum 2" Cal. As Shown B&B Matched specimens 123 369 16 PA Platanus acerifolia 'Bloodgood' London Planetree 2" Cal. As Shown B&B Matched specimens 368 5,888 9 QN Quercus nigra Water Oak 11' Ht. As Shown B&B 130 1,170 8 TD Taxodium distichum Bald Cypress 5' Ht. As Shown B&B 36 288 10 TO Thuja occidentalis White Cedar 4.5' Ht. As Shown B&B 10 100 Total = 65,058 SHRUBS 44 CA Clethra alnifolia 'Hummingbird' Sweet Pepperbush 3 Gal. As Shown Cont. 22 CO Cephanlanthus occidentalis Buttonbush 3 Gal. As Shown Cont. 248 CS Cornus sericea 'Cardinal' Red Twig Dogwood 3 Gal. 4' O.C. Cont. 104 FG Fothergilla gardenii Dwarf Fothergilla 3 Gal. As Shown Cont. 15 FM Fothergilla major Witch Alder 3 Gal. As Shown Cont. 28 HP Hydrangea paniculata 'Lime Light' Panicle Hydrangea 3 Gal. As Shown Cont. 21 HQ Hydrangea quercifolia Oakleaf Hydrangea 3 Gal. As Shown Cont. 36 IV-HG Itea virginica 'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. 103 IV-LH Itea virginica'Little Henry' Virginia Sweetspire 3 Gal. As Shown Cont. 48 VD -A Viburnum dentatum Arrow wood Viburnurr 3 Gal. As Shown Cont. 70 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. As Shown Cont. 26 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. As Shown Cont. GROUNDCOVERS & PERENNIALS 29 HF Hemerocallis fulva Orange Daylily 24" O.C. Bulbs 8191 LM Liriope muscari 'Big Blue' Big Blue Lilyturf. 1 Qt 12" O.C. 1700 PG Perennial garden 12" O.C. 90 PV-CB Panicum virgatum 'Cape Breeze' Switchgrass 1 Qt 24" O.C. Cont. 448 PV-S Panicum virgatum 'Shenandoah' Switchgrass 1 Qt 30" O.C. Cont. 210 JE Juncus effusus Soft rush 1 Qt 12" O.C. Cont. 40 RA Rhus aromatica 'Gro-Low' Gro-Low Sumac 1 Gal. 36" O.C. Cont. 97 Is Iris Sibirica Siberian Iris 1 Qt 18" O.C. 83 AT Amsonia tabernaemontana Bluestar 1 Qt 18" O.C. Legend - Groundcover Grass Hemerocallis fulva Liriope muscari (LM) Perennial garden (PG) Panicum virgatum 'Cape Breeze' (PV-CB) Panicum virgatum 'Shenandoah' Juncus effusus (JE) Rhus aromatica ° 'Gro-Low' (RA) Iris sibirica (IS) Amsonia tabernaemontana (AT) B10-FILTER PLANTING PLAN SCALE : I" = 20' M E O 0 N U N N C >E w_E LU a� LL 0 3 Ldo @�; a J U 00 W�—Ui oN LU N z� - 0 =x CS v` u.. U j L Q Ln Ln O N M 00 J 1= N N N LU 0 0 0 O 01 0 DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY SHALLENBERGEF CHECKED BY SCALE AS SHOW[` T1 Q H r) OQ ra J W Wmlz LL > O m UJ C)0LU i-- 0 W Q 3t 0 � 0 O �-- Z 0 0 V) JOB NO 40919 L SHEET NO. L1.04 0 ca ro L N 0 CL 2 0 0 c L ro ro a C 0 L 3 L_ W, N r / , W�� �4, ,\, ,-'�, I►. * y '►' I I. . 1 // {I/ I�' . 4 `- . I -- -.1. -.----.1-.1-1.1 -I; �I�.:, -� ..I W.. €f .�-��'-�..-�.-,�.-�.-.-'�%-.-.,.�I.% t {E( f... 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SHIFFLETT CHECKED BY C. SHIFFLETr SCALE 111=30` ui usssssssssS I z W z W1..1.. I..I..E ___I 0<- a W m W ¢ WCC Li. G � O W z �- n::) 0 O = W a. ci 0 0 0 3� 0A JOB NO. 40919 SHEET NO. E1.00 O c a) > .N U3 c a) > a) O -!2 m 3 m O 2- IZ >, c 2 O (1) 0 7 (1) Q 0 c w s rn cu CL c O a) O 3 c -0 t1 a) D � O �a 0Y O Ur CL 2 Z a' O .n 2i O C >, � (a o c: , rn c a- 0 0, (1) ,� Z rn O 2 2 Q �x -(1) O r-, (1) CL .3 0- (1) (n(u = N U X c a) O a) 5 2 v) " = O .2-, U O O a) E a 7 O U N O m a a c 16 � 6 ca -0 U O c u) o (n . ca t -o 2 N N V) O O O O U 0- a) -B (n 2 (1)E �_ L �v ((�,�,15,1 Date: May 28, 2020 A' Transmittal LIGHTING >. VIRGI.N.M Lighting Virginia -Central »Rrrlti;_;_ 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 V4-HS US Architectural VLL-PLED-IV-FT-80LED-525MA-NW-1- XX-HS-PLED WM3 US Architectural RZR-WM1-PLED-III-W-20LED-700MA- NW WM4 US Architectural RZR-WM1-PLED-IV-FT-20LED-700MA- NW 25' POLE American Lite Pole RNS-25-40-11-AB-DM19 40 LED 40 PLED Optical 5,585 - 5,306 - 5,864 - 85,000+ -40°F 43 120 0.36 Module - 350mA 6,408 6.088 6,729 277 0.16 347 0.12 40 LED 40 PLED, Optical 10,240 - 9,728 - 10,752 - 85,000+ -40°F 87 120 0.73 Module -700mA 11,749 11,162 12,337 277 0.31 347 0.25 80 LED 80 PLED' Optical 10,824 - 10,283 - 11,365 - 85,000+ -40"F 86 120 0.72 Module -35UmA 12,419 11,798 13,040 277 0.31 347 0.25 NOTES: 'vlr'. •tAn •-"� hi-h�•t fsi rnr. rill oresncirowtc.rrrers Lr cxrrpu 1 .psi,fre y c., o .ay...pea g. f r .-r • I• • r - t •r ul v according to titsdistribution 2. Lu ra 1 va .,u., fa LED v'�d., es cry coca d g u type 3. System Wafts includes the source watts and ail driver components. 4. Fuse value should be sufficient to protect all wiring cor npenents. For electronic driver and' ED component protection, use I OKV - 20KV surge suppressors. 5, 170(9K) -11N 21 6x rule- applied WARNING: All fixtures must be installed in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury Page 1 /1 Submitted b Lighting Virginia -Central Catllog NulClber Type: Job Name: 1(1112PLED IV FT BALED25MA�NW �f f� LIGHTING; Southwood Subdivision [ X HS PLED Y �"H a� VIRGINIA Architect: TIMMONS Notes �'`iRNEe�-: : LV GitNTRAL,20 3(1857 FROJECT NAME: ....................... '.............................'--........------.---..--... SOLID STATE AREA LIGHTING FIXTURE TYPE: VALULUME SERIES -PLED I P ,, 0 Heavy ca ow,copper aluminum (A356 a::oy; <0.2% cop}, r) a emery oath in:efJrai coaling •ins the OF:i1, - Pane m rCr t r.y surface is rn. led fiat (surface variance <t..z„.,; s-y.;,<;... , : •11P.r 003" o,er 12') to fccil late thermal transfer of heat to " housing and coaling fins. Solid barrier wall separates optical and electrical cernpaitrnants.The optl a; and 0ectricar compartments are integrated to crea?e one assembly. Minimum wall Inic.kness is 188` f=P.f E. iteavY cos* iavv copper aluminurn (A356 ciioY: <0.2% copper) assembly with integral cooling nos surrounding tise sleohicol compartr,eni and (;'lot surface On ?he lop of file arrn to acagmrnoUato a photocell receptacle. Solid barrier wall separates optical and electrical carrpaaman?s. P.:e oplicai campunment and electrical ccrnpar':rnant wiiil iha inlegratad support oral combine to Create one asselnbiy. MintrlUm wail inlckn:35s is . 188'. Cast and hiryyed drive: assembly Cover is integroted'With Wiring campartment cover. PLEw Oil-.*,';; .,;; Errifters (LSD's) ale arrayed on a rna!ol core PCB panel L p L E D will, each ernit?ef located on a copper thermal transfer pool and enclosed by an LED refractor. LED optics pAtedt PENaINO completely seal each individual emitter to r,,eet an IP66 ra?ing.lr. asymmchic distnbuttons,a micro-rOP,ec?cnnsido In refractor fe-direcis file house side amttter output fawa!as the street side and functions as a house side shteiding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to file PCB over on lop "Ell ernitt r rd all r 'fr of r are rei in a ' on ciuminum e a e a., o s a e by frame. Any one Panel. or group of Panels in a lurninaire, i have the same optical patlerr•. LED rshactoa, produce slandara siteyoraa distributions. Panels ore field-'��,•„„,„,,,„,„ replaceable and Eald rotatable in 901 increments. L.0 L�f::vs:R Constant current electronic with a pone, factor of o.90 - and uminimum open -piny terapelatr:re of-40'4/-40`C. .L.,..--..,....-- - -3_riff-I -- Driver(s) is/are UL and cUL re•rognizsd and mounted directly against the Eleciricri Ho:;slny to focir:?eta fi callol hamsfe, held down b y universal clamps ra facilitate easy avr•::m: •.=•,.-• removal. In -line terminal blocks facilitale wiring between the driver and optical arrays. Drivels accept an input of _ _ _ n-f-' 1'20-277V, 50/601-12 ar 347V.480V, 50,60Hz. (0 - lOV '""'- '-" a• V dimmable driver is standard. Driver has a minimum o! 3K11 infernal surge protection. Lurnlnche supplied with 2UKV '--I--` surge protector for Feld accessible inslwation.) ,RCM M, SAE ftE LErt -- High'ouiput iED's are ut iized with drive currents ranging from 350:P,A to 1050rnA. 70CR1 Ninirnua,. LEDs are avaiioble in sianao.,d Neutral White (4000K), or Optional Cool White (5000K) or Worm While (3000K). Consult Factory for of tar LED Options. ''ir;: !: Elecirostoticcily applied TGIC Polyester Powder Coai on substrate prepared with 20 PSI power wash (it 140`E Four step media blast and uon pnospnafe pretreatment for protection and point adhesion.400°F bake for maximum) hurciness and durability. p 9Og +� E LISA 2019214 U.S. Arohitectuml Lighting U.S.ARCHITECTURAL Ri.T f.Cci Submitted On: Anr 3. 2020 1/3 Index Paae PROJECT TYPE: A S P E t` I F i C. A 1 IONS --- PryCAL 'i�:: U IN, - --- A 0I . Heavy cast low copper aluminum (A356 alloy; <0.2% copper) I, assembly with integral cooling fins, The Optical Panel mounting surface is milled flat (surface variance c!- .003") to e.............T facilitate thermal transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a i unified assembly.The minimum wall thickness is .188". c I-L.t:;:-f )I<:;✓s.s.'tc1_Islt�t�; -1 Heavy cast low copper aluminum (A356 alloy' <0 2% copper) FIXTURE A B C RZRWI 8.75" 121, 6" RZRWI-EM 11 14" 6.5" assembly. Minimum wall thickness is .188". Fixture Mounting !-f P f Plate affixes to mounting surface over a recessed j-box. RZR-WM d Electrical Housing anchors on file fop edge of the Pounting PATENT PENDING Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the Ivlounting Plate from the bottom. PLED" OW I ;AL iv1r'I`D! I:'S Emitters (LED's) are arrayed on a metal core PCB pone) with T each ernitter located on a copper thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric--- '• distributions, have a rnicro-reflector inside the refractor which --`` A re -directs the house side emitter outpul towards the street side k'- - I and functions cis a house side shielding element. Refractors t.. .... are injection molded HI acrylic. Each LED refractor is Sealed k - to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaife have the same optical pattern. LED refractors P produce Type 11, Ill, andType IV site/area distributions as well as other specialty asymmetric distributions. Panels are field G replaceable and Held rd rota table table in 901 increments. FIXTURE A B C RZRW2 16" 12" I'll(9,A:u (152,n) RZRV09-E1V1 16" 14" 6.5" Constant current electronic with a power factor of >.90 and a �rt 7 M minimum operating temperature of-40"F/-40=C. Driver(s) Rz ll+i is/are UL and cUL recognized and mounted directly against - PATENT PENDING the Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/601-1z or 347V-480b, 50.601-iz. (0 - IOV dimmable driver is standard. Driver has a _-_------_.......... T minimum of 3KV internal surge protection. Luminaire supplied �... I with 20KV surge protector for field accessible installation.) `-� i L- --- High output LED's are utilized with drive currents ranging from --- 350mA to 1050mA, 70CRI Minimum. LED's are available in A standard Neutral White (4000K), or optional Cool White ---' (5000K) or Warm White (3000K). Consuit Factory for other LED -- i options, f--- -- L-: - --- fl?li loft f's � E-° --- PICA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have a slight t-.......... B ........ _--_.' output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral bandwidth only without the use of phosphors. C FIXTURE A B C RZRW3 r23" 121. ns6` RZRW3-EM 23" (sue°.•! 14' tax :. 6.5" :,��:) f�t€''Il:it-t Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 1401F. Four step RZR-W M 3 media blast and iron phosphate pretreatment for protection and paint adhesion.400°F bake for maximum hardness and PATENT PENDING durability. '' C ul US MADE IN THE LISTED {+ ft 2019093 W,Wwt Ave U. P.lrr::N:i.,`. CA 9b551 U.S. ARCHITECTURAL 5(f)Was?A-w O. Pcdmaubi. CA 9355i U.S. ARCHITECTURAL U.S. Architectural Lighting cne(W):'JfXW P: KM1)23�ZelC3 NM Plv W)23320CV 1-1,46t 23 22Cai U.S. Architectural Lighting y us.:1%�., )C3 ubmitted On: Apr 3, 2020 3/3 Index Page Submitted On: Apr 3, 2020 1/3 Index F Submitted by Lighting Virginia- entral p Job Name: LIGHTf_ Southwood Subdivision ViRGINf..A....::: Architect: TIMMONS EMERGENCY OPTION Emergency i Back Box (EM) Surface -- Conduit (SC) Ffi Bock Box is2'deaper than srandord I housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2' BEYOND THE STANDARD HOUSING AND N' H EMERGENCY 'ENC'Y COMPONENTS INCLUDING BATTERIES R AN BE USED CUNfAI. STr.EEf E G 0 (EC)INCLUD C O C FOR SURFACE CONDUIT (SC) APPLICATIONS. iHERE ISTO BEAN SCI, SC2.AND SC3 OPTION FORTHE DIFFERING HOUSING SIZES. SC SH:PS WITH THREADED CONDUIT PLUGS. THE EM-LED SYSTEM PROVIDES POWER TO ALL LEDs IN THE ARRAY (20, 40, or 60) TO MEET THE FOLLOWING LIGHT LEVELS FORA MINIMUM OF 90 MINUTES - WM1 =4WD C360MA W N12 = 36. @ 350NIA WM3 = 24 A t- 350MA 'MULTIPLY THE %ABOVE BY THE LUMEN OUTPUT @ 350MA WALL MOUNTING .-------Mounting Bracket 'Nall Plate re x,!ed to "n't _ I Set Screw -----��) i Set Screw Lock RZR-WM2/PLED-lV/40LED-700mA/CW/277/RAL- PLED`' MODULES - dba D'J 19 wad daG D'd so ��� a a+iaa an as a•a ( 60 LED Module RZR-WM3-LE® E.P,A,=.69 Available if): 60LED Module a;i,�ir°� ���-J��•""��'r=>cry-^��-�-j..*J�` 4 0� aalGo sa :�_•.J,40 LED Module RZR•WM2-LED E,P.A.=.47 Available In: aa9 ,a 40LED Module �•+ - --.i� °a y'° 20 LED Module J RZR-WMI-LED E.P,A.=.33 Available in: 20LEDModule MAX INPUT WATTAGE # OF DRIVE CURRENT LED's 350MA 525MA 700MA 1050mA 60 68W 99W ! 31 W 193V! 40 45W 66W 87W 134W 20 23W 33W 44W 66W 8019-S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED' DISTRIBUTION TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑ HiGH-LOW DIMMING FOR TEMP - COT TEXTURED FINISH EXTERNAL CONTROL.. HLSW ❑ RZR-WMI ❑ TYPE I; PLED-11 ( l RZR-WMt ❑ 20LED ❑ 350mA ❑ NW (4000K)' 'sT.IhDAR0 ❑ 120 ❑ BLACK RAL-9005-T ❑ HOUSE SIDE SHIELDING HS PLED ....... ❑ 5251nA Li 2.08 ❑PHOTO CELL +VOLTAGE ❑ TYPE II FRONT ROVi 0 CW (5000K) 0240 ❑ WHITE (EXAMPLE: PC120V) ... PC+V PLED-II-FR ..... MM ❑ WW (3000K) ❑ 277 RAL 9003-T ❑ SINGLE FUSE (120V & 277V)....... SF ❑ RZR-WlV12 ❑ TYPE III , RZ1t-WM2 U 1050mA' El 347 0 GREY ❑ DOUBLE FUSE PLED-111 ..... - ❑ 40LED CovsutTFACTORY POROTHERLEDC(XoriS ❑ 480 RAL-70047 (208V & 24OV) ....... DF ❑ TYPE lit WIDE ❑ DARK BRONZE ❑ STEP DIM MOTION SENSOR �- PLED-t11-W ... , �=� SELECT RAL-8019-T (PROGRAMMED 50/100) AMBER' .............. ....... Ms-Fzlt El TYPE l ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR RZR-WM3 PLED-IV '`` RZR•WM3 CONVERTED RAL-6005-T CONFIGURATOR MS-FCiO ❑ TYPE IV -FT ' -+' �` ❑ 60LED AMBER PCA Fo sr, orH F:Ni;H f7EF!RCE SUFFIx'i• ...... I., ....... •... ❑ EMERGENCY BACKUP 1..EM1 �- I PLEA -IV -FT . .. I ' ❑TRUE AMBER' sUFFLK's' ❑ EMERGENCY BACKUP 7 TRA 1E(AMPLE;" --9i S) (HOUSING ONLY) . , ... EMHi ❑ EMERGENCY BACKUP 2..EM2 SELECT Amiss: 1 FINISH ❑ EMERGENCY BACKUP 3. .EM3 LEDS 2- NARROW MMI ANEF,SHAVE NOOE-NAELE ❑ SURFACE CONDUIT i... SCI CCr Mt:VALENT 5-Vir'naX/lUJIBLE Ur 350rrA d 525c+A GRi`lE CONSULT M COLD FOR CUSTOM COLOtis ❑ SURFACE CONDUIT 2 .. SC2 CURRE!TTS ONLY IT 1i ❑ SURFACE CONDUIT 3.. SC3 cWWest Apr a. Poirndoh. CA 93551 U.S.ARCHITECTU ARCHITECTURAL U.S. Architectural Lighting Phone(661.)23"r2U](1 i ix(hbi)223-2(AI ige Submitted On: Apr 3, 2020 2/3 Index Page 9/ Iq/ 2021 E Cm O N � N = Q O E W UJ E 1- U Q 1 j LL O Ld 0 a � U Go Z - ui 0 W 1--1 O VJ N N a (� LU d ~ Z_ cf� 0 to W %� W 0 U) > 0 UW LLJ LLI In �O N G a Lu O OO OO L cM O LU Z k0 I- N0 0 0 Ui l ::D Q Q Q _ (f) (n (n C7 j�j 0 iY ry CY- Q H H Lu N O O = Q \ O Q Z O j DATE H 311812021 0 r DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T • CHECKED BY C. SHIFFLETT' • ® SCALE . N.A. • IL W V 0 J H z U) W C II QW > LLl LLl r n v O W �- .J m D (U a rU�� ILL > O V LU z 0 = V LU (D 0 0 O O 3: V ) JOB NO. 40919 SHEET NO. E2.00 0 n ai U L i Submitted by Lighting Virg inia-Central 9A4rs Job Name: LIGHTING: Southwood Subdivision VIR(31wa Architect: TIMMONS BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE ,.;,.;;:l T: tTtAt. ............... fN t .,.<. .. : LEQ....> S£€1ftE ..... ...............::;::::a:::ri :: i<i' . i.a. . I,UiuiENS Li1PAEN$ €:iIM1rtT5 E70 CnREATE€6.... STARTINf� S Edit M MA)( : ::,•:;:.::;;:..:-: >::::.....: :::•-;:•:AOOOK 3400tS,:.....:::....:.`a0(1(31�..: THAN(�iR}rikt2l TEMP 4NRTF5 Vaisl"s tf9PUTAlY1PS 20 LED 20 PLED`Optical 2,706 - 2,571 - 2,841 - 60,000+ -20'F 22 120 0.19 Module-35OmA 2,993 2,843 3,143 277 0.08 347 0.07 20 LED 20 PLED'Optical 4,942 - 4,695 - 5,189 - 60,000+ -20'F 44 120 0,37 Module -700mA 5,466 51193 5,739 277 0,16 347 0.13 40 LED 40 PLED Optical 5,585 - 5,206 - 5,864 - 60,000+ -201 43 120 0.36 Module - 350mA 6,178 5,869 6,487 277 0.16 347 0.13 40 LED 40 PLED` Optical 10,240 - 9,728 - 10,752 - 60,000+ -2WF 87 120 0.73 Module -700mA 11,327 10,761 11,893 277 0.32 347 0.26 60 LED 60 PLED' Optical 8,118 - 7,712 - 8,524 - 60,000+ -201F 65 120 0,55 Module - 35OmA 8,979 8,530 9,428 277 0.24 347 0,19 60 LED 60PLED, Optical 14,825- 14,084- 15,566- 60,000+ -20'F 131 120 1.09 Module -700mA 16,398 15,578 17,218 277 0.47 347 0.38 NOTES: highest -' r'n operating, 1 circuit currents 1. Max InputArrpsis 1F.o t.IG .E-nt ot.,:a il. g, op� c .g, or open c ,u e r r'. di ti 2. Lumen va:ues for LED P6odu:es vary according to the .,Isiubu ion type 3. System Watts includes the source watts and ail driver components. 4. Fuse votue- should be sufficient to protect all wiring cc•rnponenis. 5. L7C(l OK)-Th1-21 6x rule opus ed L70(1 OK) - Calculated = 244.000 4 700mA = 102,000'ss 1050rnA WARNING: All fixtures must be insta7ed in accordance with loco! codes or the National Electrical Code. Failure to do so may result in serious personal ;niury 6W w,•i Avc O. Poin,du,,. CA 93551 U.S. ARCH ITECfU RAL U.S. Architectural, Lighting Pr:�,e(661)233-20DO:. (W)2a3-2cc, w rs.�soi:g.ccn': C3 Submitted On: ADr 3. 2020 313 Index Page PROJECT TYPE: AZAR WALLMOUNT-LED N f� 1 �.. t"' f\ i f , e fi _ r t.. I Iw I �,, Y � .J .. i I .......... A ,. : t)t}TJC;><�1 'rlr ft;:>It•:i=; Heavy cast low copper aluminum (A356 alloy; <0.2%copper) - assembly with integral cooling fins. The Optical Panel mounting surface is milled fiat (surface variance <± .003") to I-------------- B .............4 facilitate thermal transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a unified assernbly.The minimum wall thickness is .l 88". �- �I c Heavy1 cast low copper alurinum (A356 alloy; <0 2% copper) FIXTURE A B C RZRWI 0.75" 12" 6" F'z:,w,r fs�,m0 r..,amJ RZRWI-Eh4- (211nm n1r1 rsyvu assembly. Minimum wall thickness is .188". Fixture Mounting �y��- M Plate affixes to mounting surface over a recessed j-box, RVY Electrical Housing anchors on the top edge of the Mounting PATENT PENDING Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bottom. t'.• (*.)-i.)U!.::i Ernitters (LED's) are arrayed on a metal core PCB panel with ............ copper thermal transfer pad and L- each emitter located on a co pp C enclosed by an LED refractor. LED optics completely weal each �.:> !! t I i min tri individual emitter o meet an P66 rating. The asy e 4 r- distributions, have a micro -reflector inside the refractor which �_=-' j� A re -directs the house side emitter Output towards the street side and functions as a house side shielding elernent. Refractors -1 i are injection molded HI acrylic. Each LED refractor is sealed F-- to the PCB over an emitter Grid all refractors are retained by an -- aluminum frarne. Any one Panel, or group of Panels in G _---. B luminaire, have the same optical pattern. LED refractors produce Type 11, III, and Type IV site/area distributions as well as T other specialty asymmetric distributions. Panels are field C replaceable and field rotatable in 90' increments. 1 FIXTURE A B c RZRW2 ,,11" RZRW2-EM Constant current electronic with a power factor of :.90 and u �� 1-y� r s f p� A r� minimum operating temperature of-40'F/-40'C. Driver(s) F iC R VV M is/are UL and cUL recognized and mounted directly against PATEN7PENDING the Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal, In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/6OHz or 347V-48OV, 50,6OHz. (0 - 10V dimmable driver is standard. Driver has a _,_- minimum of 3KV internal surge protection.. Lurninaire supplied f`�r with 20KV surge protector for field accessible installation.) ¢ �F x1 High LED's lized drive '-- ^+ output are uwith currents rangingfr m A 3501nA to 1050rnA. 70CRI Minimum. LED's are available in _ standard Neutral white (4000K), or optional Cool White - (5000K) or Warm white (3000K). Consult Factory for other LED - options._._- ,6,MBER LE,D's PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have a slight -- B output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral T bandwidth only without the use of phosphors. c 1 F1fliiH FIXTURE A B C RZRW3 23' 12" 6' --._._ ....................... RZRW3-EM ... ------ 23" --_-- 14' --------_ ----- 6.5.1 Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI paver wash at 140'F. Four step RZ R_W M 3 media blast and iron phosphate pretreatment for protection and paint adhesion.400'F bake for maximum hardness and PATENT PENDING durability. , 1 C UL us MADE IN'THE LISTED Lea 2019093 J61r NIh51 Ayr:,De a. PdI. !. CA 93%1 U.S. ARCHITECTURAL U.S. Architectural Lighting w:a( 1)233-21-00wx(661)23v_ i .nv:,.Oso;lysem � Suhmitt,,rl nn• Anr l 9090 1!3 Index Paae 20 LED 20 PLEED" Optical 2,706 - 2,571 - 2,841 - 60,000+ -201 22 120 0.19 Module -350mA 2,993 2,843 3,143 277 0.08 347 0.07 20 LED 20 PLEiD' Optical 4,942 - 4,695 - 5,189 - 60,0001• -20`F 44 120 0.37 Module -700nnA 5,466 6,193 5,739 277 0.16 347 0.13 40 LED 40 PLED Optical 5,585 - 1 5,206 - 5,864 - 60,000+ -20'F 43 120 0.36 Module-35OmA 6,178 5,869 6,487 277 0.16 34"7 0.13 40 LED 40 PLED, Optical 10,240 - 9,728 - 10,752 - 60,000+ -20'F 87 120 0.73 Module -700mA 11,327 10,761 11,893 277 0.32 347 0.26 60 LED 60 PLED' Optical 8,118 - 7,712 - 8,524 - 60,000+ -20"F 65 420 0.55 Module - 350mA 8,979 8,530 9,428 277 0,24 347 0.19 60 LED 60 PLED, Optical 14,825 - 14,084 - 15,566 - 60,000+ -20'F 131 120 1.09 Module -700mA 16,398 15,578 17,218 277 0,47 347 0.38 NOTES: 1. Max Input Amps is the highest of starting• operating, or open dreuif currents >; n • r' ' d• ' v r•• accordingto the distribution type 2. Lur. e .p.ues to .EU Mc � es u , 3. System Watts includes the ;ounce watts and all driver components. 4. Fuse value should be sufficient to protect all wirng components. 5. L70(1 OK) - IPA-21 nix rule applied L70(l UK) - Calculated = 244,000 @ 70OmA _ 102.0004 10-50n1A WARNING: Al fixtures must be installed in accordance with loom codes or the National Ele:ctr cal Code. Failure to do so may result in serious persona! Injury 660 VVc9 &enuv O. P.1-16e. CA 93551 U.S. Architectural Lighting P c c(6,1)2332OCA F-u(661) 23320G; sdtq U.S. ARCH ITECTURA Submitted by Lighting Virginia- entral CatAid. g Number RZR � Type Job Name: . Southwood Subdivision 7M �LIGHTIN� Y �VIRG►NIA , Architect: TIMMONS Notes gRN6ti . :. ,:... f,U ::.CEPITRAL20•. 3085T :i BAZAR WALLMU" T SERIES -LED EMERGENCY OPTION PLED" MODULES Emergency Back Box (EM) 3/4" Surface Conduit (SC) saagya�a a»Oaa43wyg a Lim: (fit-••.• ; , 60 LED Module -4 rEP,l Back Box -,, :._c--`rI �;;_'.G standthan ard housing RZR-WM3•LED E.P.A.=.69 O Available in: t!'% aro<emc oaaa.> 60 LED Module I' ��' aaa3tl Sd'w 'n6 r-:/rY�-+-"1"..•.<--.'ter.... .;1. �-. _ �-�-L� HOUSING THE EMERGENCY OPTION BACK BOX EXTENDS 2'BEYOND THE STANDARD HUUS JG AND -•=�`'�\ 40 LED Module _ CONTAINS THE EMERGENCY COMPONENTS (EC) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) APPLICATIONS.THERE IS TO BE AN SCI, SC2, AND SC3 OPTION FOR THE DIFFERING HOUSING SIZES. SCSHIPSWITH THREADED CONDUIfPLUGS. THEEM-LED SYSTEM PROVIDES POWER TO ALL LED$ IN THE ARRAY (20.40, or 60) TO MEET RZR"WM2•LED E.P.A.=.47 THE FOLLOWING LIGHT LEVELS FOR AMINIMUM OF90MINUTES - Available in: ��"-I '-------'-"- VlM1=45%J335UMA 40 LED Module WN12 = 36% @ 350MA (ram WM3 = 24% @ 350MA 20 LED Module 'MULTIPLYTH'c %ABOVE BYTHE LUP41EN OUTPUT C 35OMA WALL MOUNTING RZR•WMI-LED E.P,A.=.33 Available in: --Mounting Bracket 20LED Module MAX INPUT WATTAGE i ------ YYail PIG! # OF DRIVE CURRENT LED's 35OmA 525mA 700mA 1050mA I 6.0 68bV 99Vd 131 w 198NJ _ -40 - ---bbf - - ' I34W Set Screw ...._r1 _ Set Screw lock 45W 87JJ 20 23W 33W 44W 6&1V :::..:.:< i;,: RZR-WM2/PLED-IV/40LED-7OOmA/Cur/277/RAL-8019-S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED' DISTRIBUTION TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑ HIGH -LOW DIMMING FOR TEMP -CCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW RZR-YJM I ❑ RZR•WM7 ❑ TYPE it ❑ 20LED ❑ 35OmA PLED-H Lf.011! ❑ NW (4000K)❑ 120 ❑ BLACK ❑ HOUSE SIDE SHIELDING .... ..HS-PLED 'sTAtiear<D RAL-9005-T ....... ID.............. 525mA ❑ 208 ❑PHOTO CELL +VOLTAGE ❑ TYPE ir FRONT (EXAMPLE: PC120V) ... PC+V ❑ V 5000K 240 WHITETE PLED-It-FR ..... L_ 70 mA CJ 0 RAL•9003-T SINGLE FUSE V/+1V 00 K ❑ (3 0) ❑ 277 (120V & 277V).......SF ❑ RZR-WM2 ❑ TYPE IG RIR WI12 ❑ 1050rnA' L � GREY CONSUuFAcrc:Y ❑ 347 ❑ ❑ DOUBLE FUSE PLED III....... ------- ❑ 40LED FCx7OTHER LED ciAOre, 0 480 RAL-7004-T (208V&240V)....... DF ❑ TYPE :B WIDE � El DARK BRONZE ❑ STEP DIM MOTION SENSOR Jj�, PLED411-W RAL-8019-T (PROGRAMMED 501100) AMBER' SELECT ............ •........ MS-1`211 ❑ TYPE ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR ED IV 01 �' RZR-WM3 RZR-WM3 CONVERTED RAL•6005-T CONHGURATOR MS•FC10 ❑ 60LED ❑ TYPE !V-FT 'I LJ AMBER ... ...... I........... PCA rt Rsv x;!i1a,;isx ❑ EMERGENCY BACKUP 1, .EMI -I' II PLED -IV -FT ( �! rEFIACE SUFFLX 4MH SUFFIX'S' ❑ EMERGENCY BACKUP 1 .... ❑TRUE AMBER' Ew;vFt : rA wzss) TRA (HOUSING ONLY) ..... EMH1 ❑ EMERGENCY BACKUP 2..EM2 SELECT NTES: 1- oLEUS arc 105Ern5 NOi F^vA USE WITH TPoI FINISH El EMERGENCY BACKUP 3. .EM3 LETS 2-NAaAOVJeTNex,BErSiulEtoGEr:NFEte El SURFACE CONDUIT I... SCI CCTEOUNALENT CC:CUSS M CoLor' ❑ SURFACE CONDUIT 2 .. SC2 3 • Ifi:750nA S 52F,.ml.GA:`JE FOR CUSTOM COLORS CURFEWS oNl.'r CURFEWS ❑ SURFACE CONDUIT 3.. SC3 661.) A,•er:ua C•. PaMdo:e. CA 93551 U.S. ARCHITECTURAL U.S. Architectural Lighting Phena(E51)23:'r20r9 Fox(n6pz33auc1 ,w.. I.I:y.:Om ZF Submitted Un: Apr 3, 2U•ZU 2/1 Submitted by Lighting Virgin ia-Central Job Name: RN: LIGHTING.,,,, Southwood Subdivision -VIRGINIA Architect: TIMMONS tJntF ! G � i !I i I i POLE HOG HT 25' (r= T) i II i i 1 i 3"x5" REINFORCED :-{:`.'JL'rIC)LE �N 0' -JY/CO'VER, BOLF,BACK U? BAR - GROUNDING LUG TAPPED 1/2."-I:5N( 18" _DETAIL 2 t�l. - , :. TRLIL1 0' VIEW ( ; inaex rage ❑ T20 (2.38" OD X 4" TALL) 7.50"--8.50° ❑ T25 (2.88" OD X 4" TALL) 1 p0• !J BOLT CIRCLE ❑ T30 (3.50" OD X 6" TALL) i ❑ D 19 27Q ❑ D28 0: z s: 8.00" 90''- -------------- ---i . .__.............. �270" ❑ D29 ; ❑ D39 sax 2i1> \\ /X -- : 0, .88"0 SLOTTED ......ROLT HOLES (TYP) D32 c : sD• zTo- t----------- - -� - - - - P EAU MNUIiOLE ON 0 ORIENTATION. DETAIL 3 POLE TOP DETAIL 1 BASE PLATE ANCHORBOLTTEMPLATE# --i i---- .75 .+.............. ` 'I ABT-080-4 CUTDOWN TO 22.5' WITH 30" HEX NUT & CONCRETE BASE BY OTHERS ( WASHER (X2) I FOR OVERALL HEIGHT OF 25' A B PAINTED TO MATCH LUMINAIRE 17.00" 1• 1 PROJECTION 1 3.75" D19 - DRILLED FOR SINGLE LUMINAIRE 1-----i------- 3.00' 8 , 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 DLL MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)JIRAriQ`i CISCLA;!,iEH: ALiH. UGH RARE, YDRATiONS SE1'ERE ENOUGH 10 CAU E DAMAGE Oil OCCASONALLY OCCUR 14 S!RUC!LRB OF ALIL IYPFS. EEC&SE THEY ARE !t1FLUENCEO BY %IMY NNIERACII!JG YARIARL S, V:SRA I15 ARE GE• 1RAU_Y U!1PRE!iiCtABL. THE U`EP,S M.41.NTEtJAJCE PRORAIJ :AHOULD I,NCL•JOE ' 11 1 . T. CI''. '1A • , if El,, I W tl ? �S A!I F FAI IIRF OR J.d.EAR PHFNOMLN,. >BS_RYAT!C?1 FOR EdfE..,,ly. TiBRATION AND F.7A,d,NA.ICN FOR M!'f SIRUCII tAl. DA. P,. ALP ANRA T ..dCLJDL, f GU. FAILME ERCM IN1:1JCE0 1HRATION, {ARUONIC (iSCltlld!C27 !NZ RESCNAtiff ASSOCIATED 61T:1 !aOY;MERI' GF AIR CURRENTS AROUM) IHE IN)IV -- - -- ---- ---- --------- ---------------- ---------- _.----------------- --- LOADING DATA ': MATE'RIAL DATA OESNJri CRITERIA: I 20C19 AASHTO IL TS-5 COMPONENT ----- ASTM .-- ---------- OND SPEED' mph) 90 t00 t10 120130 140 1-,)0i POLE SHAFTI A500 GR.B 3 SEC ,LIST EPA F-r' ! 3.8 2.3 1.9 0.6 - --- --..WEIGHT .--(lbs) i 40 40 40 40 BASE PLA rE A36 U � iF `!C! fOR BGL rS ! F1554 GR.55 TBU I r - WSG_ STEEL A36 ......... t171E)if Jt r Y 't .::.. .. : 1 POLE BASE FOP GAUGE r fPE DESIGN LENGTH DIA D'A. OR THK 1 dE,GH.r LLBS/ I (FT) (IN) (IN) JIN) 1 RNS-25-40-1t-AB 25 4A0 4.00 I I -GA 20")' 145 DETAIL GENERAL NOTES AMERIC'AN LITE POLE "Ev. GAIF. lqy h-ylti!:y uFscRu !:oN 2800 S. HULEN, SUITE 200 PROJECT NA!"IE o rroueE:t G7rG ar rOICI- WORTH, TX 76109 $ mencan 817-924-3682 PII. 817-924-7049 FAX r)_OTE NUMBCR: STALE. L111 : ;.FIK7 B'•. �yy6 ,g�wor� NTIAL CO- J"TRIP-I�'1`l: 6vss• K♦r TifE 1hF0R0IrTI0NNCOFT, HB IN IS DRAJrt�G SS ta�DNa rrDR ED ROUND STRAIGHT STEEL ANCHOR BASE C•fL:�Y:hv Nul,!FE..4: Ri:Y: DYUErARY�D�.FtD OURDUTiDN OR DISSEMINATION OF TH15 0MMEtiT I`+ RNS-25-40-1 I -AB STuci LYPRo11ies1EDwiiHOurmoRWRITIEJNOnIt 'T GI 1 1 /"- A A•OII GA FROM A,•AEMCM LITE ro F X GJ Y 11 X i Submitted On: I M 0 N OV N � LU UJ L- o LL O rL0 Q J U Go Z a J - Lri O per-, > O N 0- (D W Q) M CC U �0U) W Q J 6LL. LU CL � LU _ d z t- I- N V> 1O O W W W 1 N W O O D � M U U U rL � F_ Z) ::1 0 0 C) O LILJ LLJ OW = V) V) ti �0 ck� CY-1 I- 'y H > W O N N W H- N H \ \ = Q \ O Q Z O U) DATE 311812021 O r DRAWN BY C. GAYNER ® DESIGNED BY . C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • SCALE . 1 "=30' IL W V H z UJ<LU > LLJ \G W U) 0 W m Z) W a �Unn Li- V 1W > O z W 0 O = LLJ C� ,J 0 0 0 i D 0 V) JOB NO. 40919 SHEET NO. E2.01 0 N N C 3 c L mitted On: Apr 3, 2020 11I,�I�1