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SDP202000048 Plan - Approved Final Site Plan and Comps. 2020-06-04
I SOUTH'WOOD SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: 090A1-00-00-001E0 PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4773 PG. 328 09000-00-00-001 AO 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 TOTAL AREA (ALL PARCELS): 119.78 ACRES LIMITS OF DISTURBANCE: 15.68 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OFBOUNDARYAND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O19 DATUM: 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 = 0.24 AC PROPOSED IMPERVIOUS AREA = 6.48 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: 4.35 AC. OPEN SPACE: 0.85 AC. RESIDUE: 109.8 AC. PROPOSED LOTS: 4.78 AC. FINAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA TOTAL AREA: 119.78 AC. -1 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. ALL BUILDING UNITS SHOWN ON ARE AFFORDABLE UNITS. 3. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 4. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. T ble,3 �ha4e,j 5ite.Tr ip ppoeplion �1'� t�ht'PlK ii Li i15E; CS7[7` AE.L�VI' � ADT Ii TOTAL Pik PFA� (iFS Iq C3i17 ' TE?TA', } f ($ `P .F ,,{i :"F:,�tr}4 £{ F£4F F t t C 'iF lk li i f 4 r:{ � 'L(( .. iI i , , t.. F•F F,rt_I t..Y ,.t. tl� t.,, .{44 £,}L i,: , ,,:: :� r�:':':t ,I i,•, F£,[(: I „ vt ... [5F4 t....{I. ,., `4. t't .t I ki£ fF,.41 ... ! 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(PIEas� +. phase. ay 091: VILLAGE 1 SITE PLAN TRIP GENERATION WEEKDAY LAND USE IT AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 20 D.U. 149 3 8 11 7 4 11 TOWNHOMES SINGLE 210 29 D.U. 332 7 19 26 20 12 32 FAMILY 1 1 1 VILLAGE 1 TOTAL 49 D.U. 481 10 27 37 1 27 16 43 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 6/4/2020 VICINITY MAP 1" =1000' DEVELOPER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHAROTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. 6 TELEPHONE: (434) 327-1688 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 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= 71 E 0M N O N � > E E w N M o � 0 U. L n C,, LL < ("noo Z LUH o�n 0 n SON d ZLLJ -.k•�X �O�Q U ,� 0a =f1t w C, _� >� o w w cyl > oN LU 00 �� OU OU � as 0 �L = j) v� O 0 0 o ~ Uj N O > w N U �o 0 DATE j 0 0 :o 6/4/2020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. z W LL w J 0<ry LIW L o CU Uj 0 0 0 W " ce in 0 0 1 0 V) JOB NO. 40919 SHEET NO. C0.0 L FLEXIBLE USE STRUCTURES LOT GROSS FLOOR HEIGHT FRONT SIDE REAR PARKING AREA(SF) SETBACK SETBACK SETBACK FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING, B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. HOUSING MIXTURE PLAN TABLE PARKING REQUIRED AND PROVIDED TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK TOTAL PARKING TOTAL PARKING PARKING SPACE NEIGHBORHOOD CENTER SPECIAL AREA LOTS HOUSING TYPE SPACES SPACES LOCATION REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM REQUIRED PROVIDED HICKORY STREET RIGHT-OF-WAY) 3, 12, SINGLE FAMILY DETACHED 6 6 34 (4) ON -SITE, (2) ON CARDINAL HILL LANE BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES M, 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' 4, 5, 8-11, 16 + 2 GUEST DUPLEXES 18 ON -SITE, HORIZON (1) ON HORIZON DRIVE, (1) FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY 37, 38 = 18 ON WARDELL CREST MIN. 5' 5' S' S' 10, 25' 25' 25' 18'A 28'A MAX. 13 MULTIFAMILY 40 40 (2 ADA VAN) (39) PARKING LOT, (1) ON STEPBACK p (2) 6-UNIT AND (2) 4-UNIT CARDINAL HILL LANE MIN. N/A N/A 15'E 15'E 15'E 14-23 TOWNHOMES 20 + 2 GUEST 22 (20) GARAGE, (2) ON AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' = 22 CARDINAL HILL LANE SIDE SETBACK 25-32 TOWNHOMES 16 + 2 GUEST 18 = 18 (16) ON -SITE, (2) ON WARDELL CREST MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK MIN. NO MIN. 5' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACK MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACKC TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG Z 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE. o A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). G FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. dA { as aabadd a { a {# daaaad ab{{{ fjf{ b{{{ b{{� {tb 1+dA d .+{ 4 fsb{{ � 4' 44 { { { +{{ tti!'4bd{ a -+Jao { d .ddd { d {� ;> .{. y. b {{{. {{{{ b { {++ {{ ,#{"# { 4 # b�(" { �{{ {.. yr{+ d..f{ { {{{{{{ +{{++t�+ { + b { { { dt{fjr{b{bd + #d A � # .dr { { .k f� {dd ({�b {{ - d4rillmf�f dSbd 4 abAA{ AAY b d { { {d d +{bG{{{ {S {1 A {. ##; { {{#{i; dd {{ { {+ x'�µ {{# a � {ur#{ {{A{{{{ { .. 4 tt FLU{ d,�#s ,,..ff"4.f�{4 ;d i,... ,,{{.{ d{{d A{+{d F. . { rd {b� bA{{ {{{{l�bb �{ �d b...{ {{{+ {{{{{{ f ddd {{.p4#{{," { A 1 A A { d.{.d A4AAAAbA. b.. 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Ownership/rental Unrestricted NA 0-20 0 Market Single Family Detached Ownership/rental Unrestricted NA 0-40 0 3- 4 Habitat Single Famil Attached g Y Ownership p 25/a-80% AMI 40 yrs 0-15 4 Habitat Single Family Detached Ownership 25%-80% AM 40 yrs 0-10 1 Accessory Units Rental 0%-80% AM 10 yrs 0-5 0 Market Single Family Attached Ownership/rental Unrestricted NA 0-12 0 "Market Single Family Detached Ownership/rental Unrestricted NA 0-10 0 Deeply Discounted Units Rental 0%Q-30% AM 10 yrs 0-5 5 Habitat Condominium ownership 20%-80% AM 40 yrs 0-20 15 5-8 Habitat Townhome Ownership 25%-80% AM 40 yrs 0-30 18 Habitat Single Family Attached Ownership 25%-80% AM 40 yrs 0-15 4 Habitat Single Family Detached Ownership 40%-80% AM 40 yrs 0-10 2 Workforce Ownership/Rental 60%-120% AM NA 0-10 0 Accessory Units/Carriage Units Rental 0%-80% AM 10 yrs 0-5 0 Market Apartments Rental Unrestricted NA 200-225 0 Market Townhomes Rental Unrestricted NA 0-30 0 9-12 Habitat Townhomes Ownership 25%-80% AM 40 yrs 0-30 0 ..Deeply Discounted Units Rental 0%-30% AM 10 yrs 0-5 0 LIHTC Apartments Rental 40%-60% AM 30 yrs 80 0 Original Proffers Amendment a � 4 ZMA No, 2018-003 Tax Map and Parcel Number(s): 09000-00-00-001A0, 090A1-00-00-001E0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLLE, LLC Date of Proffer Signature: August 2, 2019 - d from 1L-2 to N MIJ and TMP 4 acres TMP 7 6 51A 1.23 ac res) to be rezone P 9q-lA 7.9 } 33.96 acres ( ( be rezoned from NMD to 1NMD. - which is to AI lE 23.33 acr es) ( 9O "O wner") 99 der 09000-00 ner of Tax Ma and Parcel Nurn 1 the owne r the Ow Charlottesville LLC 5 loft } p Sou thwood Ghar "Property") L !) ofr rezoning application i h i the subject _ o e Wh C 5 001A0, 090A1-oo-0o-001E0, 0760a00 00-051A0 (the Pr p rty)g 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 Map Parcel 090A1-0040-001E0. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parcel 090Al - 00-00.00IEO are hereby removed and superseded by these proffers. Tax Map parcel 090A1-00-00-OOIE0 (along with parcels 09000-00-00-OOIAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase 1, A Neighborhood. Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails, Parks, Civic Spaces. a. Greenway 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 on the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (100`h) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to 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 OT 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VD and adjacent � bur Road to the es ion it 'thin the ROW lore Old Lynchburg yy--�/ a owner, as a Class B e 2 pedestrian trail within a 1V p g Yn g 9 property rty public road reservation throughTMP f -51. The pedestrian improvement s shall be constructed prior ior t o n Certificate f Occupancy in Phase 1. the issuance of the 300 cafe a lj p i SOiTi'HWOOD CHARLOTTESVILLE, LLC, a Virginia limit 1 bility compare By: _ Dan Rosensweig, Manager 10/26/2020 U E o rn � N V1 N = E w E QLU L� U. o J U wJ—u'i a CCD" N cn zUJ�� H � X o � S N = U L9 F- a rn NN d M Co J o w ko F- V) O (D Z) F- a w w U z O U) ZD O z O a U V) w O o ww LU z z � U W W as 0 0 0 0 N 0 N 0 UJ o �o DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETr CHECKED BY C. SHIFFLETr SCALE N.A. MI J U W m Q 3 to 0 0 T W _ ro a WW °' _ Q \ LJL C LLi 0 a � 0 co CL JLU co _Jz0 W LL 0 W 3 > ° Wo z aO� o _J 2 Z W U W s0 0E- C: F- DC W E Q 0 LL 0.0 o� 0 0� W Z n 0 0 2 O v R) or )_ 0 Qw 2 .3 �N a� U O 2 N w_ U U) = o VJ U Ca 2-0 JOB NO. N o � U 40919 c U SHEET NO. a,Uo, C0.01 0 E M 06 Of UU 06 [i ■ LEGEND GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR 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 -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. n curb cuts must be - well ramps do de sacs. Edges for sidewalk, as we p 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 Clerk's office. An as -built plan prepared in accordance with the County's As -:Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has 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. t Formally, this is sent directly to the county on an AIV1-4.3 from VDOT requests that the Board of when VDOT re ues 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, and 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 punchlist inspection report from VDOT can be used for a 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 and it is not known how r occupancy minimums,a d 'f fi r are problems meeting the eligibility o vei fit. In an case r t e e � g Y � P g p Y long improvements 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. r� required. Please do not -signature � nd certif in seal are u fax copies of this letter. An original a Please do not e-mail or a co e p gcertifying q use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord'. Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the held. 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. COUNTY OF ALBEMARLE Department of Community Development 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 AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH STRAW MU LCH IS TO BE OF GERMAN MI LLET. T AUGUST TO CONSIST APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18, PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record dravvings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. - s f all facilities. ' n with eo coordinate a 3. Updated ated Location w t p g 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 culvert/pipe size weirs m aterials inlets or end treatment s drainage structures , installed type of dr( ) YP g � inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. It. 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 CoAstructiou 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 construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. shall provided in accordance with the a roved 3. Erosion and siltation control measures be p ovrdpp erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when ixi the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). E 0M N o N N E LULU ¢ U- U.o Lw0 tLv� QJU0M0 Z �Notn O N N d W Z % [h O X U w U) _ N " V > 1O O W Z W o� UJ 00 vM UU � � OU OU CY- ct� Ui as � 0 � O = (f) cV) 0 � � 0 o ~ 0 N O w LU N �ko �o O DATE cj 0 6/4/2020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. z LU L > J_ M L Q Q O UJ Jw m W Q 06 > O W W W z � Z:)p O LU U Z 0 O O D O V) JOB NO. 40919 SHEET NO. C1.00 L i/X //197i-,, v t 1 - If __ CD-1 ` EW-12 TOP OF CUT PAY LIMITS FOR (TYPICAL) CUT OUTLET PIPE TO E PAVEMENT BEGIN WITH 45' SUBBASE DITCH LINE ELBOW FILL UBGRADESHOULDER LINE - �� / / COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LANES 45) (WITH TYPE 1 SELECT MATERIAL) - - - - - � - 45' TRENCH PLACEMENT EDGE OF PAVEMENT � -PAYITS UTLET OO SHOULDER LINE \ BEGIN WITH 45' TJ""�/" � z -•4- PAVEMENT SURFACE & BASE L ELBOW p d-p�U� -�DOP - OF TOE OF FILL 0o0000000000000-0 00 ISUBBASE p.p.p .p-p �� 112 _p.p. p _ 0 0 4 p o 0 0- o • o • o - o • o • ••.E-- SELECT MATERIAL TYPE I OR o-o-o •o•o-o-o-o•o-o-o•o o )& 2 �„ (TYPICAL) p b t'�v ^-----#57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR PAVEMENT SURFACE & BASE 0 0 00 0 00 0 00 0 0 o ..4_ SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 0 0 0 p a o 0 0 0 0 0 0 0 0 0 or'o • o o • o • o� ooa 4- SELECT MATERIAL TYPE II OR ` SUBGRADE o • o • o . o o • o - o • o o (CEMENT OR LIME STABILIZED) #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE DRAINAGE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN, (3 X DESIRABLE) GRADE. CRUSHING STRENGTH TYPE OF PIPE )<W.T. 4" NOM. DIAMETER )(WT• 6" NOM.DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI )*0( 1 70 PSI )()()4 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRAINS,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. ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-O" ABOVE INVERT NVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. )f 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, )(if)( TESTED ACCORDING TO AS7M D-2412 AT 5X DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. XV STANDARD COMBINATION UNDERDRAIN SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 LIMITS Y FOR OUTLETPIPE PAVEMENTSUBBASE TOP OF CUT GOJaF SUBGRADE TOE OF FILL FILL COMBINATION UNDERDRAJN W yy �f DITC (TYFs-12 I �' P' SHOULDER LINE LINE I I EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS I 90" TRAVEL LANES CENTER LINE SECTION I.�- _ _ _ _ _ - -r�- (WITH TYPE 1 SELECT MATERIAL) I t I I'T EDGE OF PAVEMENT TRENCH PLACEMENT Tr I I SHOULDER LINE YPIC ) `�1 TOE OF FILL c -PAVEMENT SURFACE & BASE / 0 0 0 0 0 0 0 o SUBBASE LIMITS OF PAY FOR OUTLET PIPE 00000�o�o?o�oao�o�o�o�000 -.�-SELECT MATERIAL TYPESORII PLAN VIEW SHOWING PLACEMENT OF ` CD-2 UNDERDRAIN #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. ''"0' NON -PERFORATED OUTLET DRA)NAGE FABRIC PIPE OR �- PAVEMENT SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTH )( W.T. 4" NOM. DIAMM TERI XW,T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 1 0.163 SMOOTH WALL PE 1 70 PSI )()()( 70 PSI XXX 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE - SELECT MATERIAL TYPE I OR SUBGRADE WALL THICKNESS (MIN) -INCHES -o• o• o ` o - o o•o• o•o - o o - 0 o - (CEMENT OR LIME STABILIZED) X)<X TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. o-o•o-o - 057 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE -I I GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE ' ]ram' Q' FABRIC GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN.(3X DESIRABLE) GRADE. BRIDGE SUBBASE 3, ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CO-2 OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 - INLETS OR MANHOLES. SIZE NO 21BB(6" WIN7DEPTH) YPE 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION ELEVATON OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE IION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF i'-0" ABOVE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN w°�'- REFERENCE ROAD AHD BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 501 701 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 DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. 15 �. P D D D P D D P P D D D • D A D D D ' • D ' D D may- - - - - -. 8' I 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REFERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION Normal Stub Street: 2! -0.n , Border Radius: 1.125" Border Thickness: 0.5" VDOT SSAR STUB -OUT STREET SIGN No Scale L 3..7' t.. 7 3.4' THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. - ROAD AND BRIDGE STANDARDS REVISION DATE ISHEET 1 OF i 201.03 R4-V7L "LENGTH 5' FROM EP Ahl I, I, V I-\ V V I 1 r 1 78 REBARIMBEDDED 24" IN GROUND; 2 PER WHEEL STOP ROAD CROSS SECTION HICKORY STREET (25 MPH DESIGN SPEED) 1.5" SM-9.5A 5' (PARKING) L 11 (BIKE LANE) CG-6 (TRAVEL LANE)- -- �- 2" IM-19.OA 3" BM-25.OA 6' (PLANTING STRIP) 'RIGHT OF WAY AGGREGATE SHALL EXTEND l' BEYOND THE BACK OF CURB (TYP.) - NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. PRECAST CONC. WHEEL STOP LNo ICKORY STREET CROSS SECTION No Scale Scale B A )•_�1_I_I_I_I=I �I•=f • A 1 __._._._._._._._._._._._._._._._.__..__.............._...._...._.............__.._._..._..___._..._......_......_....... _........ ..__._._............................... _._.__._._.........._._. _. _._. ._.__ I R1-1 STOP 'Reduce spacing 40% L_J A 18 B 375 C..._._... 6 .. 6 C._._....0 _._._._.. r._._..._E I 3 _._._._._._._._._ IF Z75 24T.625 _ 8 8 C 4 10 30 .75 10 ------ 10 C ---- -- 5 -------- 12.5 36 .875 12 12 C 6 15 48 1.25 16 _.0.______ ... 16 .............20__._ COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.0) EM �d;wf4 f;1 zt rx lf 1' do ' ���i; 1 v :xtf ;If �_ G20-2 (V) ^' ``jj If.j asss sassy (�[� aaaa Ili I'�S'S'(if4 fI #➢jYl� (� �id; ait�: 51•/0' 4r3.rararlrafraraq/< 3 A� #fla 1.;;: F a�.�a :,adfd�fi: SHADOW VEHICLE REQUIRED - (TMA REQUIREMENT SEE NOTE 8) SEE - NOTE 7 SEE - NOTE 5 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 ILLUMINATED FLASHING / AMBER ARROW TYPE C SEE NOTES 3 6 SHOULDER TAPER SEE NOTE 5 W4-2R W9-3R T"I STEEL EDGING 11171 III�;1 ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES STONE DUST PATH SECTION No Scale NON -SLIP BROOM FINISH--, ROAD CROSS SECTION WARDELL CREST (25 MPH DESIGN SPEED) CG-6 2.5' 2" 1 M-19.OA 5' S, 6' 3" BM-25.OA 6' SIDEWALK SIDEWALK (PLANTING STRIP) (PLANTING STRIP) 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C I' 41 I I flits, i{{ Ih II= I I" I'b , L 2" COMPACTED STONE DUST PATH 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4 4 4 V \ `- 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS a NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. SIDEWAL le + � � r t� � ` tom.+•. „ 1.5 ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.0A 3" INTERMEDIATE BASE COURSE - BM25.OA i 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 4rimoDENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale L• to I UIVIINUUS UUNUKt I t SUKI-AUE GUUKSI= - 61VI-9.bA (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale o 0 8" 57 STONE COMPACTED SUBGRADE a� 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 I WARDELL CREST CROSS SECTION No Scale 'RIGHT OF WAY AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) - ROAD CROSS SECTION HORIZON ROAD (STATION 10+00 - 20+12) (25 MPH DESIGN SPEED) C/L CG-6 1.5" SM-9.5A CG-6 36' r2.51 (PAVEMENT WIDTH) 2 5' 1--- , 1 COMPACTED SUBGRADE 2" IM-19.OA 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. l' 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 1 28' FCG-6 -- 2 5' (PAVEMENT WIDTH) 2 5, _2% 2% 1' COMPACTED SUBGRADE „ 2 IM-19.0A 5, 6' 3" BM-25.OA 6' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) 5T RIGHT OF WAY NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND VDOT SSAR DESIGN STANDARDS. l' 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) 2 5, 1~ ,..- 2% 1 2%_ -r 1 COMPACTED SUBGRADE -� 2" IM-19.OA 6' 3" BM-25.OA 6' 5 PLANTING STRIP ( SIDEWALK ( ) PLANTING STRIP) 5T RIGHT OF WAY AGGREGATE SHALL EXTEND NOTE: ROAD CROSS SECTION COMPLIES WITH V 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 CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB PAINTED PER 2°/D MAX. 18 18' VDOT T 4 SPEC. \-I- /I 8' 5' 8' 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES No Scale PARKING SP S PAINTED STRIPE 9' (TYPICAL) REGULAR SPACE TRANSITION BETWEEN a4 4 PIPE DIAMETERS WHEN DFFERENT SIZES OF PIPES ARE ENCOUNTERED. SHAPE TO ELEVATION OF MIDPOINT OF LARGEST PIPE. SHAPE TO CONTOUR I I OF PIPE 777-7 I l _9 OF°OUTLETDPIPE TO INVERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ , SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF j , TO INVERT OF STRUCTURE. / / OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR I CLASS C1IEXCEPT THAT 257 OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE 4R BROKEN CONCRETE BLOCK. THE SURFACE K N SHALL BE LEFT SMOOTH OOTH BY ME91S OF HAND TROWELLING. NONE `J ' OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 4 , e + DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �V STANDARD METHOD OF SHAPING SPECIFICATION E ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET t OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS SIGN PLACE 5' GALVANIZED " WITNESS " POST WITH STD. U POST CAPPED ENDS PAINTED BLUE IN REMOTE AREAS GALVANIZED AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 61 I 1 -- POST TO BE i I ADJUSTABLE TRAFFIC RATED DRIVEN II VALVE BOX W/ LID u z l � J. - M.J. GATE VALVE SIGN AND POST DETAIL ==T== No Scale ------ -- EESEMD FBEW VA. SIGN FOR THE DISABLED ON 0.80 GAUGE WATER LINE PAM PARKNG ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. ' 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA. SPACES SHALL BE IDENTIFIED BY ABOVE THRUST BLOCK 4 ' PENAI.•lY PMIY GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 �1 c . a $UREAYd ZOW TOWAWp�ZOW SIGN AT EACH PARKING SPACE INDICATED ON TOW AWAY . SITE PLAN. SIGN SHALL BE ALUMINUM d (PAINTED WHITE) WITH GREEN LETTERS AND VAN F INTERNATIONAL WHEELCHAIR SYMBOL. SIGN ACCESSIBLE 6' ABOVE SHALL BE PLACED ON STEEL POST 1-1/2" 0 NOTE IN REMOTE AREAS, VALVE: BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. GRADE TYPICAL GATE VALVE ADA PARKING SIGNS NTS FIG. W-5 No Scale VARIES VALVE: BOX NOTE: HYDRANT MUST BE 4' DIAMETER BRANCH EQUIPPED WITH CHARLOTTES - AND VALVE VILLE THREADS WHICH IS ATHE LOCAL STANDARD. 1 M.J. PLUG LENGTH OF BRANCH VARIES VARIES 6' MIN 2' TO 10' WATER MAI N- 1 \-'--•RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B"} VANItb THREADED COUPLING NIPPLE AND PVC PVC SLEEVE a CAPSS i LUBRICATE ALL THREADS THRUST BLOCK C° . METER BOX (SEE FIG. W-•7) VALVE -NO. 57 STONE M.J, FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END 1 (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 J`G6" GATE ��. �'' �� �IIII�uii�l'��ppi�►III�� v •• • ' i i • • i i •- i• • i •Ii • i ii • ••- N OTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, FIG. W-4 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 * EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ----------------- M EXISTING SUBBASEPROPOSED SUBBASE -------- -------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 51 * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES. 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART, 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH, THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE, SPECIFICATIONS. �VDO�r ASPHALT PAVEMENT WIDENING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS, .d• A'� d SET DOGHOUSE BASE . ' a ,; 4 . a EXISTING SANITARY ON CONCRETE BLOCKS %. SEWER PIPE DOGHOUSE OPENING SHALL a ;" , "` :. MIN. 12" CLEARANCE BE PREFORMED BY `. '• ° t BETWEEN EXISTING PIPE MANUFACTURER OR a ; '' • ' '� AND STONE BEDDING SAW CUT TO FIT PIPE - • - . OUTSIDE DIAMATER AA PLUS 6". " 12" THICK VDOT � `' :l4•z, � ` No. 68 STONE BEDDING 8"x8%16" AND 4"x8"'x16" SOLID CONCRETE BLOCKS CENTER W/RISER-- DOGHOUSE MANHOLE BASE WALL (4 EACH) illi11111111fil lifttltil llliiilf ll lllllllll llllllll till III]iIIIIII Iillitilf$III 111111111ill lllill1111f 11 fill 111111 FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL - AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN PSI CONCRETE /OR ON FIGURE S-1-A � NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. 4 NEOPRENE GASKET MATERIAL 1'-'0" BEYOND BASE � BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON - 'A • CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING { 12" MIN. CAST -IN PLACE i* 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW IIIIIIIIili 11il1I14111111111111111 fi{IiltlEtlil llll llttl111 llitl III )it lltilliftil 1111111111114 liflli 11111tllii lit 1 NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al J 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"-l" METERS NTS FIG. W-7 (4) 1' (25mm) DIA HOLES 27 1/2" DIA OK 32 3/4' (834mm) OlA [38mm] BOLT CIRCLE [699mm] 7. 0 26 1/4" DIA 8 [567mm] ___.� [17mm] 24" DIA t' [606mm] 28 7/16" DIA I 5/8" [722mm]] -17 [16mm] 36" DIA 26" O 0 [914mm] [560mm 1 1/2" FRAME SECTION 20MM [38mm] [20mm] 2' (51mm) LETTERS (RECESSED FLUSH) 1• [25mm] I [79mm] [13mm] / 3 13/16" 0 22 13/16" 2 1 /8" [97mm] [579mm] [54mm 0 25" 0 11/16" 1 3/8" [635mm] [17mm] [35mm] 9/16" O.D. OF GKT GROOVE CAM BOLT [14mm] SECTION VIEW 1/4" (6mm) DIA SEE AssEMBLY NEOPRENE GASKET DETAIL �- _ (2) WSHR 1/16 X 5/8 X 1 1/2 1800" RUBBER PARCH 00981045 (2) CORED 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS L pICKBARs [5mm 41mm PARTS 00981250 1 1/b' (29mm) DIA BOSS [6mm" [10 L 3mm .63 DIA. STAINLESS STEEL ROD PART# 00951318 1.5D OD SS PLAN VEEP PECKBAR & LOCKLUG HOLE DETAIL PA00981284 )AT# 1l ZN NYLK NOTES: 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/3-•11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED, PART() 00981228 3, COVERS SHALL BE FIXED TO FRAMES WITH LOCIOaNG LUGS OR SIMILIAR ASSEMBLY. SPo0TYPICAL WATERTIGHT (HOM ART#3585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E FRAME & COVER (SEE FIG. S-I--D,E) STREET SURFACE, OR NON --PAVED AREA SLOPED AREA V--•0" MAX 2h_U RUBBER COATED STEEL p 3'- 0" MIN STEPS CAST IN PLACE PRECAST REINFORCED � " CONCRETE SECTIONS 12" MIN "0" RING SEALS d 16" MAX MINIMUM ELEVATION t DIFFERENCE ACROSS M.H. 5» .'=7 4'--0" 5` FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH .OF FLOWFILLETS d CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING - -- SEWER. A FILLETED INVERT OR A SMOOTH : d 1 r 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG, S-I-A AIR RELEASE VALVE BRASS OR BRONZE PIPE -- fi POSSIBLE -A ,, D CEMENT BLOCKS TD--25 `--TYPE „K" SOFT COPPER CORPORATION STOP SHED GRADE BRONZE GATE VALVE USHED STONE NOTES: 1) A PRECAST MANHOLE', CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR 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. f IR RELEASE VALVE (ARV) NTS FIG. W-9 FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA .. Sara,:•: ;.;; ., ;; " RUBBER COATED STEEL STEPS 1'-0" MAX 2 -0 o CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN o' Q THE DROP CONNECTION SHALL BE o DUCTILE IRON PIPE (CLASS 50) ° 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12: MIN BACKFILLED WITH SELF -COMPACTING 16 MAX STONE. 5" ° MINIMUM ELEVATION DIFFERENCE Q 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIE f • o OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH 4� _ ° TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE t ' Q PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-1-C 36"MINI I 24"MI 8"MIN EMBEDMENT SPRING LINE OF PIPE �`�••-�'J NO. 68 STONE - -- REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION ---•INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCHING BEDDING 6" max 4" min --FOUNDATION (SHALL BE REQUIRED WHEN SOIL �C,ONDITIONS ARE UNSTABLE ,, ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2-FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 E OM N OV N � E E Q � o 0 Lu o � QJ UGGoo Z w N - Lrl al CD 0 d Lu Z 73 0U)Q U W LL- == N v ; 0 Z 0 w U4 >in N U.1 O � H 00 ui a a O LQ LLJ = ti ti Q9 > > 0 �� 0 o ~ 0 00 Lu w N F- Q O 0 H DATE 61412020 O r DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETF CHECKED BY e C. SHIFFLETT • SCALE ® N.A. e • J W V >J H 1 z W < (0 2:1- J LL _j Q 0 a ~ / �. W w m 0 W Q 06 LL O U) W W z 0 Wiz u 0 0 0 Vl -j JOB NO. 40919 SHEET NO. C1.02 L a� c 0 a� `v s ro s a. N ri 0 N O N 00 N O 0 v '6 0 a- •4.. � 6" MIN. 17.5" B" MIN. � f�"�-- - •` 1 a .. a' 44" MIN. ct .4' 18 MIN. 37" MIN, �r4 .i 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-7B VARIES 4" DIAMETER BRANCH AND VALVE -� VE BOX VARIES PLUG WATER MAIN--•-/ 4--RESTRAINED JOINT FITTINGS ON -'LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE _ BRASS NIPPLE AND PVC b CAP LUBRICATE ALL THREADS �1 THRUST BLOCK c0 METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS qp9 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 AIR RELEASE VALVE BRASS OR BRONZE PIPE - I SOLIID SUPPORTS EMEN i BLOCKS FD-19 `-TYPE "K" SOFT COPPER PORATION STOP (SHED GRADE I GATE 14 SHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR 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 VARIES I WATER LVE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E), 2IEI S -D \`---•2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING RLZ3IMIAHNLU JUHN I ri I IINlib NOTES: GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY'THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST 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. USE 25GO P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 COVER LIFT NOTCH -.I' -- - 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID 18" METER BOX 1`1r a 18" 6" EXTENSION Y PIPE SLOT (2 PLACES) 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 1 1/2, 3'1' 510' 318' 2' 3'1' 5`0' 3'B' 3' 5' MIN, 10' ITN. 6' MIM 4' 5' MIN, 12' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. B DOOR HINGES ( �l j~ 1 1 1 I I I I I I LIFT HANDLE 1 L-...-----__---------- TYPICAL METER VAUL1 N,T.S, FIG, W-7A SIDE VIEW 75' DIAMETER DRILLED 10LE FOR TOUCH READ )NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36, ALUMINUM ACCESS LATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - VIH E THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES B' MIN 2' TO 10' (270') 18"-22"VA 7 CU. FT. LVE BOX #68 STONE 42"MIN �"' ' B" GATE VALVE I'� 1 6. X 6„ TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN WHEN JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4• THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE ------ WATER LINE IP • j 2500 P.S.I. CONCRETE • .Y � - 2'x 2' BEARING AREA. THRUST BLOCK q a d'. d d' a 'a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL I" TYPE 'K" ---.- SOFT COPPER NOTE: NO SWEATED n7TINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 101 / FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 0 a' F. ^'1MPRE6510N x 3/4" MALE PIPE COUPLING PPROVED EQUAL 'OR USE ON DETACHED SINGLE FAMILY 4ESIDENTIAL SERVICE WHERE AN IRRIGATION AMR IS NOT PROVIDED. CAST IRON UD 7,.,E.RADEx 2$ MIN, COPPERSETIER 1/8 BEND COUPLING p METER CORPORATION STOP tl yKsr�y, �'�t..'tr;°..IBRICK AS NECESSARY SAND OR DUST UNDER ;.;;�:+{?'at 4' DIAMETER DRAIN PIPE, 12' BOX AND SETTER (2-INCH i}'•„=:scrr:i LONG STONE POCKET, VDOT MINIMUM THICKNESS) �?�.4 ,'�i ,`',+,` y� S�?a �r.?e;ir .4r� SPEC. 203, NO, 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" c4C 1" METERS) NTS FIG. W-6A - FOR BENDS 8"I & SMALLER USE STRAP ON' BEND WITH ANCHOR BOLT QN CENTER LINE OF BEND. - FOR BENDS 10' THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT 'F0 FOR 18" BEND�UELLS. SE 3 STRAPS AS SHOWN. PIPE SIZES ELEVATION ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BENDPIPE SIZE A B C D E F 4" - 6' V-9' z' J' z'-6" t'-2 2 -O- 1 1/4" 8" 2'-3 S-P 2'-6' 1'-6 Z--6" 1 1/4" 11 1/4' IV 2'-9 3'-8 2'-6" 2'-0 S-W 2" 12' T-0 4'-3" 3'-0' 2'-3" 3'-6" 2" 18" 3'-6" 5'-6" Y-3' 3'-O' 4'-6' 12 1/2' 4" - 6" 2'-6' 3'-O' 2'-6' V-6 2'-B" 1 1/4!* 8" 3'-4 4'-3' 2,-G' 2,-6' 3-3" 2" 22 1/2' 14 3'-3" 5'-0 3'-4 2'-9' 3'-9" 2" 12' S-9" W4 3'-0' 3'-Q' 4'-3' 2" 18" 5'-0' T-6 3'-3' 4'-0" W-8" 2 1/2" 4" - 6' Y-_V 6'-15 S-0" 3'-3 S-3" 2 1/4" e" 3'-6" 6'-6 3`-0" 3'-8" 3'-9" 2 1/4" 45' 10" 4'-6" 7'-6 3' -0' 4'-3" 5'-0" 2 1/4" 12' W-3' 9'-(Y V-3" W-D' W-9" 2 1/2- 18" 6'-6 W-Q 3'-9" W-a 7'-3" 2 Ile 6„ B WIDTH = DIM. "F" THICKNESS OF FILLET WELD STRAP = 1/4" ST NDARD HEX NL 1/4" THICK LATE WASHEf 3"` THREAD N 1 NOMINAL INSIDE 'r 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE #4 BARS 0 12" PIPE BELL Ott CENTER FORCONCRETE 12' BENDS & CLASS "B" LARGER C SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. ;ONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 NOTE: RESTRAINED JOINT FITTINGS. - - � side View Q 42" Minimum . Certification of 957. compaction required ¢ �� A, tl 4 Galvanized Steel Beam, 1 I' W12 x 14 (min. size) .4 3' min. penetration into undisturbed 45' soil , or as approved by the a ACSA, TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 ASTM A36 AND HEX NUT ASTM A688 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4' DIA SOIL (TYP) ALL -THREAD ROD J+'WATER MAIN VALVE - -' 24" MIN UNDISTURBED EARTH PLAN CLASS A--3 CONCRETE 4' 'sail LON MEGA -LUG SMION NOTE: 1. ALL RODSi AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2, CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SrOWN. 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 5' III I I l. 5' 1 1 f WATER SEWER 3 � d o: £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETCJ EASEMENT WIDTHS WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM 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 & EASEMENT WIDTHS NTS FIG, W-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 2a' IN B" 6" B" B" MIN. MIN. IN. MIN. 6" BEDDING *'• Y � "' #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 4' Mi IN BACKFILL 4 MI UNSTABLE SOIL MI MIN, MIN MIN, #68 STONE GRANULAR FILL AS r=\�APPROVED BY ACSA ST CK� STABLE S01L 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 I. 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 I 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 81, 45 22 112 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 0.43 183 4.00 2.83 0.52 22 1/2 2,33 2.58 2,86 0.24 1 i 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 'r. 4 10/ 26/ 2020 rn E CD N OV N N c E w �E ~ aLU a'i 3 Q U. Q U. uw0 M� Q "Wj U o Z a- -J - Ui W F-1 0 acANN a (� LU F Z_ aa) C 1 Cl� 3: 0 (f) U 4^ .J W _ N Z = V > In O LLI W cn oN w 00 o w Z Z OU OU a 4 0 oq C7 LLJ u.J O c� c� cIf - O LU N O > W C) N F- Q \ p Z *y O U)DATE 61412020 0 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT' CHECKED BY C. SHIFFLETT SCALE N.A. W CL (D o c _ .N _ _j c H > 0 1 0 0 Q T c m a V) W Z) _ W < L > J G fl.. _j Q �' J o CU Q W -e CU CIL LU Q W Q ,°^6 CD 3 W 0a W=O z �- o 0 O °��'z U Z o W 0 O E T � O 'O C �CU CUN Q o_ o� o /Z^ V zcn O oC cn N H N O 1= _ 0 0 0. L- o. > m Wn m = N GXi ,o o _2 N0 ro C � U EL m a 0 ro 0 ® a c mn 0 JOB NO. 0 o (9 U 40919 ' 0 C O SHEET NO. a ,00• C1.03 TD-20 TD-14 V/ c 1(/Z 3i26 ' SEWER SERVICE LATERAL CONNECTION NOTES:. 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS � X �. INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN, 601 DIAMETER MANHOLE �', LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED REQUIRED, r _1'!JIRIP g 4. TO THE MANHOLE. NH, tTYP3 MANH€ILE PVC CROSS22. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALLBE CONNECTED USING A PIPE SADDLE. USE APPROVED FLEXIBLE RUBBER ' 1012612020 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%�% (1/4" PER FOOT) BOOT, 2' MIN 3000 PSI CONC. BASE�A R ROADWAY R 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". ; s• STOPECOUPLING 4 o BENCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER - 27' CHANNEL 1/4" 1' MIN OF 3 FEET. ' :''' '.; DROP PIPE PIPE STRAPS A ° SALT TREATED (STAINLESS STEEL) r= SPACED EVERY 2' VERTICALLY 1 4 o - r ei - [Y] E O N Q c FINISHED GROUND 2 x 4 a 90' RESTRAINED BEND ""t` /� /`^ � N O MARKER i; I _:t, 1 BRANCH ¢ PAVEMENT INEFLUENT 12" > di I= a PIPE It q > n +Q a /J /J G - W 41 Lu tin � COATED STEEL 42' MIN, I -__ >' • a a MAIN ° • A a A '' ' A i a a ' ' a • . PIPE SEWER �. �, 4� �, � ¢ U. 2 � p BAND 0R STAINLESS 0.25' MIN, THICKNESS STEEL GASING ENSULAi0R5 42` MIN. - __ _ PLAN 2" • ' Q O STEEL CASING - BOTH ENDSFILL J 00 °a••Ui 1 ! f PLUG END OF PROFILE a > oo N O 1 } } MAIN LINE SERVICE LATERAL IONrj rWW � -- MIN, 6` BEDDING WITH NQ. 66 STClNE IA C> N W a Tv 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO FLEXIBLE CONNECTION NOTE. a M z a U OR 8' 7' OR $` 2'-0' �'-o' (2) FEET. WITH STAINLESS STEEL ALL CONNECTIONS TO Qr o U31 Q ILL.Q w € 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 Q a � (/) III IRON PIPE { 18' OR 20' JOINT OF D.I, I THE DROP FITTING WITH STANDARD GASKET JOINT, BE CORED AND A FLEXIBLE U) _ r4 z Z -, Z RESTRAINED JOINTS) I I 3. VERTICAL DROP PIPE SHALL BE STRAPPED TOME MANHOLE AT PIPE JOIN'iS. STRAPS SHALL BE MADE OF J~) CONNECTION BOOT INSTALLED = v a L�r1 F_ W Z W Z NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF STAINLESS STEEL. ; c rn o N (n > PAVEMENT, WHICHEVER 1S GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT M Lu c) o 2, ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, rINLINEE TOSPRING, LINE OF MANHOLE INVERT. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT ❑F PIPE JOINT. LAN S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE P AN � �3, uj WATER 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. OO TYPICAL STEEL SLEEVE INSTALLATION IES 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO a" DIAMETER DROP CONNECTIONS, SHOWING BRANCH TIE - I N U u U u UNDER ROADWAYS vi a a N.T.s SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS o 0 0 N.T.S. N 'T S' FIG. W-10 FIG. S-I-B (D j FIG. S-2 FIG. S-1-C2 O LLJ WIC TD-33 TD-30 TD-27 = ~ 0 NO O NO wcN Q N O FRAME & COVER E O >ti DATE FRAME & COVER (SEE FIG. S-1-D,E) V) -REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL ,„ +mE � � � n M P� 8 a o I--� 8, SEE FIG. S-I-D, E STREET SURFACE OR / NON PAVED AREA NONPAVEDFAREA R > p 6/4/2020 36"MIN LARGER THAN 5" IN ANY i va E SLOPED AREA -/ SLOPED AREA - r DRAWN BY DIMENSION „ 24 MI ,. INTIAL BACKFILL� 8 MIN E yp L_ _{ I, fL j ('.� W ca Na ,�V w 2'_p' RUBBER COATED STEEL STEPS i'-0" MAX 6 CAST IN PLACE d'y ' d`tY y }�� Nj 1 -0" MAX ' C. GAYNER DESIGNED BY EMBEDMENT (6 LEFTS) * THOROUGHLY COMPACTED g a PRECAST REINFORCED CONCRETE 2 -0 SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER Cy o E o o o E p �t Ew p SECTIONS NTH "0 RING SEALS a OR APPROVED EQUAL RUBBER COATED STEEL d F C. SHIFFLETi NO, 68 STONE __ HAUNCHING BEDDING 6' max 4' min o a 1z xr ° E 'f• w �w o g Gj z S-o" MIN ': FHE DROP CONNECTION SHALL BE ' �, � P DUCTILE IRON PIPE ((CLASS 50) 5" BACKFILLED IN 6" LAYERS AND STEPS CAST IN PLACE 3 -0 MIN PRECAST REINFORCED � ' CHECKED BY FOUNDATION (SHALL BE REQUIRED WHEN SOIL E " tP TT-T� E-- _� E E _�_ COMPACTED I NAND TAMPERS IN 12 MIN BACKFILLED WITH SELF -COMPACTING CONCRETE SECTIONS 12" MIN "0" RING SEALS 4 16" MAX , C. SHIFFLETT SCALE CONDITIONS ARE UNSTABLE E. � E 16" MAX STONE. MINIMUM ELEVATION ® ALL PIPE) n� hh �Mu 4 Q �" „ , „ DIFFERENCE ACROSS M.H. 5 4--0" _ M� �^ `E A to MINIMUM ELEVATION DIFFERENCE 12"MIN 12'MIN FROM INLET TO OUTLET N.A. zo ~E <�. uzo �� .' ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET SHALL BE 0.20 FEET. • a VARIES • .,, v. A FILLETED INVERT FOR A SMOOTH t1 ' x • TRANSITION pF FLOW BETWEEN DEPTH .OF FLOW FILLETS CONCRETE CHANNEL TO BE 3/4 DIAMETER OF • NOTE 1. OPEN S IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE 0 0 . INLET & OULET PIPE SHALL BE e• ?' i� PROVIDED. 12' ., 4k: i "q y.. a y` a . E1 •' •=••-•r� ' CONTRIBUTING - - �-- - SEWER, a a A e 12„ •= . J 11 BACKFILLED ENTIRELY ••' --• •-'- - �• A FILLETED INVERT OR A SMOOTH ` • • `•• •' • '_� ' WITH NO, 21A STONE. . •' 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' z E U E E Q E 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING uj 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" o h to NOTES: NOTE : W/ NO. 68 STONE �../ BEDDING OF NO. 68 STONE ' N" `� ° N" "Oi j 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE. CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT WELL DETERMINE WHETHER MANHOLES SHALL HAVE 0 0 ___]r t 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTER INSIDE AND OUT, EXTENDED OR NON -EXTENDED BASES. JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL TYPICAL SEWER PIPE DESIGN ON SEWERS WITH STEEP SLOPES. INSIDE AND OUT, INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TYPICAL MANHOLE WITH DROP CONNECTION TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S � NTS FIG S-I-D N.T.S FIG. 9-3 TD-31 NTS FIG. S-I-C FIG. S-I-A �-• TD--34 z TD-25 TD-28 Lu PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS, - - - Q > J SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE . ' ::•'._�,;•; .`'. uj J FRAME &COVER 5EE FIG. 5-1-0, E ' : Q W (4) 1• (25mm) CA HOLES ox a2 "' (as4"vn) ma 27 1/2' DIA 1 i/2" ° Bas Clrlcle [698mm] L38mmj r 26 67m1/4�] [t7Brrvnl --- [667mmj 'I 2a' DIA I [BOsmm]- "1 PRECAST REINFORCED CONCRETE SECTIONS WITH "0' RING SEALS OR APPROVED EQUAL 2'_p" :' . SET DOGHOUSE BASE - a EXISTING SANITARY ON CONCRETE BLOCKS �` ' SEWER PIPE •• . •-.:.��• y' + • • ,,r ' ' DOGHOUSE OPENING SHALL ; ' a ;' •' MIN. 72" CLEARANCE BE PREFORMED BY ° ; : BETWEEN EXISTING PIPE MANUFACTURER OR `' a"+ •�::+'.••'" AND STONE BEDDING SAW CUT TO FIT PIPE t' • LIJ _j CD � W <C \ O Q W -- xe 7/is` DW� 5/B^ [722mm] [16mmj 36- DIA 0 26" V-0" MAX t A FITTING MAY BE REQUIRED L�• a WITH ACSA APPROVAL OUTSIDE DIAMATER •" .! .nf, i PLUS 6". ... ;�•, 1 y% {'�.' M1 12" THICK VDOT '/J U Z LLJ Q [814mm] [fi6Omm { No. 6B STONE BEDDING $"X$"k16" AND Q O 13/16" 1 1/2' P£LgME SECTION r [38mm] a 4"x8"X16" SOLID CONCRETE BLOCKS O (� z [20mm] ._.-1L 2' (elmm) LEffEks (RECESSED FLUSH) THE DROP CONNECTION SHALL BE 3'-0" MIN DUCTILE IRON PIPE (CLASS 50) ; ` BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE 1,11t1111111t1i1ll fill, I I t'1111I'll 111t11111I'll III I' I... 11111111r I1 t11 it,It111il11lI III IIIilli,i111 ri 11ii1111i1 i uj JI [78mm)' [13mm] 3 13/16" 0 22 13/16 j. '" 5� BACKFILLED WITH SELF -COMPACTING STONE, MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING 2 1/8" 2 /B [97mm] [57gmm] _L 12 MIN BE CONS"iRUCTED AS SHOWN AROUND EXISTING PIPE 1 3 B- 0 25" G 11/16« / [635mm] [17mm] 135mm] 9/16" O,D. OF GKT GROOVE CAM BOLT [14mm] SECTION VIEW 1/4"' Ofnm) DiA SEES ASSUBLY a- - _--T NEOPRENE GASKET 16" MAX MINIMUM ELEVATION DIFFERENCE " -j - Q ACROSS M,H, FROM INLET TO _ 5 T ; OUTLET SHALL BE 0.20 FEET f 12"MIN 12"MIN . A FILLETED INVERT FOR A SMOOTH ON FIGURE S-1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT u 0 (2) 'NSHR 1/16 x 5/0 x 1 1/2 1800" RUBBERPART$ 50861046 W (2i eP 7 1 5 8' C / (2) BER Hex s/OMI0 1/2 ss PK:KBYtS 9mm 24QD [43mm PAKT}� Of�6t25p VARIE . A., TRANSITION OF FLOW BETWEEN INLET & GULET PIPE SHALL BE p .A PROVIDED. TOFLOWA MINE WRAP EXISTING PIPE WITH O 6mm 1f2« {2) WSHR 5/8 IA 1.SD OO 55 1 1/8' (29mm) DIA BOSS [ 13mm .63 DIA. STAINLESS STEEL RGD PLAN VIEW [ PARrf oCs61316 .>. -•+n..., a FITTING DIMENSION VARIES WITH SLOPE. V-0" BEYOND BASE 4 NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING PICKBAR & LOCKLUCi HOLE DETAIL NOTES: 2) NUT HX 5/8-11 7A1 NYI.K PART# OWaI284 1. ALL MANHOLES H1THIN 1O6 YEAR FLOODPLAN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERAGMT FRAME &COVER. (2} HUT HX JAM 5/e-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. 2 �!? 12n p• �,o D .. •` .' �' x ''' �j. >�. h" is .• .... p• NEOPRENE SECURED I 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCWNG LUGS OR SIMIDAR ASSEMBLY. PART# 00881228 3/4 DIA OF LARGEST 2) lDC1C LUG TYPICAL WATERTIGHT PIPE IN MANHOLE 12" MIN. CAST -IN AI.AGE ��_ 12* M M p SHORT} PArrT/ 00383585 LOCK LUG ASSEMBLY MANHOLE FRAME&COVER BEDDING WITH NO. 68 STONE PSI CONCRETE BASE FOUNDATION SECTION VIEW_ N.T.8 FIG S-Fg TD-32 NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. III Ir1,111111i111,111 f11111i11ti11[illiitilll1111l1111111t If1 r11[111 III 11111111111lilt, [,,111,111111 NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED FLOW TO THE EXISTING PIPE. INSIDE AND OUT, 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" - OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE JOB NO. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 40919 NTS N.T.S FIG. S-1-Cl FIG. S--1--A3 SHEET NO. C 1.04 TD-29 TD-26 L Vic W 2 342o 6 c: >1 (a 0 Q) .r- Q) = 1� 0 >1 n - ;�i 0- I (� &i C) N r4 ;3 N a , 0 'a :� a: - C', �: _q w 6 �_ a z 0 0 0 z U) X � - 0 a :� m 0 5: . , . . I . I I \ \ 1�__ '___1 I it, I it 1 04;###�oo 1 ,, � , . . / / \ LEGEND I '. ''.' 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ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY A ROUTE 631 ON THE NORTH AND WEST, WOODS ON THE SOUTH, AND A MOBILE HOME PARK ON THE EAST. EXISTING SITE CONDITIONS THE EXISTING SITE IS WOODED. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED. ANY OFF -SITE LAND -DISTURBING ACTIVITY ASSOCIATED WITH THE PROJECT SHALL HAVE AN APPROVED ESC PLAN. 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, 500, 502, 502, 504, 506, 508, & 510. PIPES 101, 501, 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. MINIMUM STANDARDS: 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 PS 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 ANNUAL RYEGRASS (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 rn E 0 0 rn U N N � �E w �Lu a 3t ¢w I'd �O^ a J U c Z O LU n > CD N a Cj (D YJ 3:O x ¢ U w J ❑ U) = U N �V >0 LO Z 0 LLl W 0 N O 00 a M � co z � � O U O U vi aq O o0 O 0 F- NO 0 N w w O 2 ATE 6/4/2020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE N.A. W n V {� 2 J � U W0 Y L 1 W 0 Q W W T m o On Wfn z� Q 9 C > o c J w O ry a c O 2 Itf - Q Jmz G a O LLB L GLL ov } }--- a. W I- ❑ z a z 0& w o °z U Q2F W Qi� E ry Cu L1J v = C� Co Vl EL 8 o= n! a) 0 03 ')N 0 O z �CL �0 o� 2§ W�c ca �N aXi ,o U �0 �_ M U Vl c'i m �a �s �U JOB NO. 0 o N .- � U 40919 cutn N 0 SHEET NO. a C3.00 ,E D VC VZ-31"zc " T O.E' I�L'Q UIR�'ML'NTS F'OR BANK STABILIZATION FILTER CLOTH U DERLINER PREFERRED GRANULAR FILTER Sediment Trap #3 Design I ' I k � 1.11 Drainage Area (acres, < 3) 1 99 YAR x. Tra VQluimes P CREST OFSTI)h HEIR lr„ ,, £\_ ,R. ,f levy#ion (k)} Area mf) Volume (cy)` 11 o; � S.wIt7 494 23141 ji 496, 3098 20.0. E. iiRY.St+3RA+,E , .I I � VAWaX 498 3524 245 2i . I g 11 �. �:. -N _ ` i..... .......... w.,. I -_` W, U,,SCTPRA�E , ... . .. ,.. _, /, , 011 ELIN, Wet Storage I I Y 4SEE PLATE 3,f3-t YM COAU AGtaS0aiE Cssti3' ? RP, W Wet Storage Required (cY) 67*DA) 1 3 3, bottom of Stone Wets (ft) 417 4 I ____. __ l # t _...."..I _._ .______ __.___ , __._.... _ _______. Wet Storage Provided at this Elevation (cy) 2004 r**Coarse Aggregate Shalt be VDOT #3 #357 or ##5 .11Elope of Wet Storage Sides .... .. 2 1 l '.. 6 t ....., l ___,,.. ...... ,-, ,„.., , , ..,..._... ......, _,,, , , ...„.. _...._... i _.,� ..»_... .r Weir i Length (ff) (6xDA) ' t .---E 11 Os Dry StI.©rage ( l Bottom of Trap Elevation (4) 491 E Dry Storage Required (cy) (7FDA 133 3' 4 . __ __...... j Bottom Trap Dimensions 40' x 60`1 _ . _. ......., _ Crest of Stone Weir 419 0 .of Dam Elevation ft ( ) 499' _...,. _._. 111,1____. _ __.._.t...,.._ Dry Storage Provided at this Elevation (by) _._ 245.2 ...................!To _ Width of Damw(ft} f 4; ____ _ ____ ;, _ _ _.____ __. Slope of Dry Storage Sides __.__._ . 2:1 ____.._..ITo� _.._ ______._.__ _..I, lTop Trap Dimensions � , 56' x 80'1 ST Z EIMENT TRAP 3 Scale TYPICAL VESCH TREATMENT-2 SOIL STABILIZATION MATTING I N STA LLATI O N 11 -, -�,- , C- \ \� f �i , �I , � . 0 / /' " � ,Z - ON" \ _ / ENTRENCH \ \ " EDGES OF . :11 :I / '� / MATERIAL 6" CHECK SLOTS TO BE '' =11 I ' I_i I 1 CONSTRUCTED AS PER MANFACTURERS 51� RECOMMENDATIONS. FLOW 1...: 6°"-8" . '--2".- LOW TRANSVERSE CLOSED CHECK SLOT �, ,; �,.. „ UPSTREAM AND / 6 �8 ..j .1�. DOWNSTREAM TERMINAL ,¢ ��ii�,�,,%�; ,vL 77" / ��k,p T N VERSE RA S ¢ OPEN CHECK �i'� SLOT _ 3.13 (BM) SOIL STABILIZATION BLANKET (TREATMENT-2) No Scale Sediment Trap #' Design I h i _.. ,.,.... _,-- .,,,w_.. A, 1. _x _ Drainage Area (acres, < 3); YI11 2 38i {{{ �' YA` Trap Volumes; ,:.: . , . I I'l 111 Elevation (f#) Area (f} Vo(Ume (cY) ,.,,...... OTs Ri ST" QP STQt#k NEIRi ,f O^„'»� y'a-II. £ 1-1,,,...,. 469r5.. 947 1. l ».".,,, - ';0, .,-_.,-... ... __.,--.,» ...,_.�........_, --- .___.._-- I--- » . 462 1295 . _ 1 ' 463 1667 ---_---- 41.5 _ . 54.91 - I ... ,"� L. We STORAG . ,. VARABLE, F _ . 464; 2Q65 69 1 -7 4651 2487 .. { :.;.: , :.: ,•... ... . 84 3 .. .... , , , :.. wEr sr€Iau, uAx �Ex+ri#uAaT n 466, 29W51 1 a 0.41 350, :2.}........... Fx.TER CLOTH r r4 .. ,. £v -, _..__... . _._... .1_.1..11.w1 We# Storage,; __,_,_.................rI __ #SEE PIA E 3.:t;3-11 Ck AIEE' , C'.�iEGAM£" , 4A$a L kfkAP ._. Wet Storage_Required (cy) (67`DA) ........._ 15915 _ .__. _., Bottom of Stone Weir ft .). 464 0! i..... . ( I € J Wet Storage Provided at this Elevation (cy) 165� __..,.._. ........... .....:...._..... I**Coarse Aggregate Shall be VDOT#3 #357 or #5 Ela q ref Wet §tgragq Sides. ......._._. ... .... _2:1.! ..................... �.... .. t.. ........ ._. . _...__..... ......._ 61r t) (6xDA ) ., ,.... __. .. _.I...m ,- Dry Storage .. .:..�, ..... 1.., ..... .,,,. _ "" BottomeofT rap Elevation (ft) _. ........ ...»_ .�I... ... ...._. 4 67 h Dry Storage Required (cy (67*DA) 159.5I Bottom Trap Dimensions 74' x 3' 1111111- Crest of Stone WeirI'll11--11 466 a�„ .. Top of Dam Elevation (it)11 _ _ __.. ir l...__ 467 . _... _.... Dry Storage Provided at this Elevation (cy 184.71 1Top Width of Dam (ft ._....__. E ___.. 3 -.. . .... ........ ___. ........ .,...,,_ .._...,. ...... ... Slope of Dry Storage Sides 2 1 �_.._1 Top Trap Dimensions ; 98'x.35'11' a V EIMENT TRAP 1 Scale � I Sed#meat Trap #Z D s>n _ .._ __ , . . _..w. ........--- :,,, .... w - , ..... _..... ........i._ ....... { -....' _ ... Drainage Area (acres, < 3) l 2 62 Trap Volumes I 415 1609 ;� __ _,-,,_.,.w. ,...,. __--....._w _ ,,.. ,,,,,., 4174 2653 _ __ , _ ,.. . .............. `%894 _......_ art r sxorlk.r 4193`3 3429 180 2 . # ..... . 1 .,.s W€T $ r r , ;�xcavxT ra ,.., _ .. .. .... ........... . . ._...,_. ..... _ z .. ,. Sto a e Wet r _g ; ............, , _ _. * >Fs-, W Storage Required (67"DA) _-....175 5, ._..wet _, w y(�y) Bottom of Stone Weir (f#) ww_.. ___.__I 417.4 (E) a SEDIMENT TRAP 2 No Scale Sediiment Basin #1 Design ' _.... .._....... _......,. ..,..._.. ___ ..... ..... .....___. ..._..._ . _ ..,i , ....._.__ ......._... ... 3 I Njt T` WtSPILLWA'C X WITHOVT C SPILLWAY ,..... ............ .... .. _ , ...... ___11.1.111.j Drainage Area (acres) _. . M.:_ .._�_,__.._,._____-.__-______.___._. _______ _._...__ 5 78 I ____ ______.___ _-__i.__ airs c iG WATER _i r� H H l Basin Volumes- ' I... '(�.5^'m STORM :ELEY.) _ ._..r... ,--»» �. Contour re sfg' Elevation (ft)A a ( t__ n... . Volume,(c # . ."y); 418 2640I t MIN 4.0' ---- -_ _ ----- 3 421 4570: 4aa_6' � ... %%- __. RISER CREST 4231 601a, y- 391 9 F7RY STORAGE I 111.11, (O3£YiCEERI.NG ,,.,,.,,.. „ ", , , , . , , ,,,. , f , , , ;,,, , , , ,,,, �. 426; 9210 .. ... . ,, . . , ,. 845 671 STORAGE ;:. ,. , ; :., ....:. _.. V ... ........ .. ..,.,...... .............. ....... ... ....... ......... f . . .... .......... - . s E ,.. .. ... I ..�.. .......... . .............t _......,....,.... _ ............... .,.,,. ,... I 5EOfMEN"F Ci£ANOIIT PO1Nf ( STD GE REUXEf7 ........... . ... .....:. .t . , ..,.:.:... 11........................ .............. ..........� ..... ............._ . ..... . TO 3 C.Y: ACRE} , . ,, , ,,,, 1111 VYet Stara e; I , g_ , ,,,,, „ ,,.,. I I „ ,.. I „ ,,.., ,,,, ,,,, ..:,..,,,. I. 1 Wet Stofa e Re wired c 67*DA g q Y) ( ) 387.21 ;.Design High Water l 424 Ql DeWaterirtg Orifice Elevation _... 421.0� ;Top of Darn (ft) I 4261.10 ,A). Wet Story e rovided at this Elevation c P g (Y) ... .. 40a.6 ................ ................__,,,,.„.. ,..... . 11 ?Top Wdth of Dam. (ft)E ,. ..._._.,. ,b.,.„...,.,... ._,....,.,..,..,..., ..,.,.... ... ..... ,.. � . ....._.x ....... .) i 4 Q. . ,....:.. .. - A Available Volume Bef ore Cleanout c 34 D� ( Y) ( 196.5 r Bottom of'Basin, ft 418:0; v� - Cleanout ale tion (ft) ......... .. .... .. 0 4a a 2 . I .,..:.. ...,..... r, . .r, .: ,r, . ,r:: , , n , ,. .. , , .. :, r ...... o me sons A rox BQtt m Dii n Pp � .. . . ....... ,, , ,... , , 4 .... , ..., , ! 112 x 56 _.__._. ___. Distance from Cleanout to Orifice (ft) ( 1') 1 0 trace Slope: ...... _ .._..µ_ .__.___.. ' r ....» _Upstream ________- `s r-t..,...-..OFF ___ r`.. �.... C`F.......... ......_.....,....,._____"'__ __. _1___ _ _ 1_ 387.2 Elevation Diameter of Flexible Tubing {�p) (prifice+2") 7 0 ..:... 1.. ......... I Collars in Catc Book De th Runoff. See Routing p () _.. ..._. 1:.. C (Use 0 45 for Bare Earth) Q 45 Slope i ........ ..._........ _.. _ _ i, Tc (min) 5i Slope! _11__....._.._ ... _ - ....._ _ . �._.__ 111P2 r ; 3.69. Qp 2yr. 9,6 1Length Y , r 1 7 Numb_ r 8 Q 25 8 125 6 5 Y Y w. ' ir l ,_nm ---- Barrel Length (ft) ameter.of Barrel (in)1..__._ , Barret Inv, In Elevation (f1 Barrel Inv_ Out Elevation 48 ,11, 72 137 24 on of Collars ncy Spillway:1 M th ft Exit Channel (1 A Exit Channel: i.._ 91....� ...� . � I. I w, v .. I.., . w u� .I � . - � � � I � I I I 1 lA. ...._ I .................. .... . . . � - ! o _... I .. 0I be CHD 157 415 26''x 94' M E O 0 Cn U N Vi N C > E N E W -� QL3 U.o dio�^ QJUOM0 z LU -j - u i w I..I O 3 ,� Ulrg4 a z�+�d U 3: 0 n Q w oa ="t w o _ C: N U > z O W W � N 2M W �UU O O a't �� OU OU � as 0 O 2 = cn cn � � 0 = 0 N o N t- � w Lu N N \ °' O zrN " O DATE c H � 61412020 0 DRAWN BY C. GAYNER r 0 DESIGNED BY 0 C. SHIFFLETT 0 CHECKED BY a C. SHIFFLETT SCALE 0 N.A. 0 < _� (H I J (' J Hit Q }-- W0 0 w Q ro 3 ro Sediment':Bastn #2 Design I_ i I I - I <. __ __ �I ""f `"" MkFl.9` WI SRlLl.kYAY CREST OP EMERUNCY .._.i..., -1--,I'll ___.__....;._ zWiTHQI1T SPILLWAY' 11-11 7 Drainage, Area ..acres 34f ,,,,, : , :.,. _,.,.... ,,, « ,, } ,,...,., .<.:<: ..,. , ,..„, . L i?£StGN HIGH WATER RacinVniiirnpQ' I I :25-Y#i, i4Rhi t EY, __ ._»Y _ _ ___.____._ ..., __ __» »_..»»»__ _ _____._ _ 41 a 75 5020 499 4, `. RtSEkfi CREST . .. . .......,....., �...__.. .._............ ', 41.3 6.80V .. .....:_ ..;..._ 492,5; F2Y STORAGE _. . '`• R S O GE 4 £W.TERIN G DICE ............ 416 �;024a .. . __...... _ . _.. .._.,__........._. ..._... _...,............:... _. _.. _._..,.. i i ,.. 946 7{ ....,..., .._... f WETT©RASE .,,...... -.1-1-1- _ �. I........_,. F, ...,.,......................................�., , ............,,, , ,. ,, ...: , ,..,.E :.,.. .:.,.... #. 983 6I 991 9 , , ,.,.:..., ,. ( - .. ,,..,,. ro e : ,.,. C I ENT CLEA 4 . {rot T Lu.ICEfS f I WET " STQ�AGE R� N ,..,.� . .... _ . ,.... _. ,-.._. _. _..., L_.. _.. 3_... TO as C.Y. ACE?£ € ,—. . ......... .. . . ........ . .... ........: ...- . ...,, _.. _,. . ...........,... .... G........ - ,.... ,..... ., .,.....,..... „.f, . ,.. ..:.::..... , ......,.. : , # f t i ..:...I ... . ,. : ,... .... ..,,.. ` W Storage: 1, Wet g I i t , r e. e u red .c 6 DA Wet Sto R.__ . i .. 7 g q (Y) 9 _8, 4. 7 ._ .1.1� IDesi t1111111111- Water _ n High a_ _. g g __ _ 4 13_a: DeWater[n Orifice Elevation ft 9 ( 410.8 (ft Top of'Dam (ft) L..... 416 a _ e . � o t this Elevationt a e: Provided a() Wet Storage: hy ...... .:.:.. . . 499 4 f E , .,.. . i 0 _ f Dam ft tTo . Widt p h .,........ ........:... .. ..,,....,.,.., , 4.a. Available Volume Before Cleanout' c 34*Dfi 249.61 _._ ; Bottom. of Basin (R) ___.___:_._._.._._....._ :._.__._.._._._....._._.___.. ____ m____ __ _____. now El t[o CI a t va n ft 40 - 5a r Bottom Dimensions: I A o x pp , 80° x 40? i 111e I t to ce111111 from GI n op D s rT fr m1. 1111ea out t 'Orifice ' ft 1 1 I'll3 Face o Ill Upstream F Sl pe� st e c # 31 Dry Storage Provided at this El111evation, (cy) 1 452,5` 1Effective Width We (A) Diameter of Dewatenng Orifice (in) 5 0, L 1 We (Baffles required if < 2)11.1 ., ........ ;....: ,.. _.,. .: ..., . .,.,... W� .......... . _I ............. . ..... Diameter of Flexible Tubing (in) (Grifice+2) i .. ....... ... k..... 7 0; I t i I I _............._.__..r..____......_........._.._.____..._..._._._...._ .....__.__r_..__...__.______...._............._....�................... _ I _.__........._i_ .._._._...._.__. __.____ _...._.. `Collars l Runoff (See tng Rautin Cale Book)i th at Spillway Crest Dep^of _____.._ G (Use 0.45 ;for Bare Earth} 0 45 11Water am Face Z 1 rStope of Upstream (_..__. ......I ..... ._.. Tc mtri I 5 !Slape;of Barrel (Sb_ _ ...__. ........... -.... 1- 11 I'll 111111 12yr F3:691. Qp 2yq1-111-11i, 12 2 ..... length of Barret in Saturated Zon 125 .r 16:85 Q 25 r _Y Y .......:. 22.6 Number Collars Required' ` ___.__._ .q.... .......... _.....,... __..w _.. ______.._..__...___.___..............._...... , i ........_...._._.__._._._.__._..__;_______ Dimension of Collars ' 1. fc i.. 1 ) Available Head (ft) Diameter Riser. 01-111. �11 DianieterTrash Raok Barrel Length (ft).:.:... Diameter of Barrel (r Barrel Inv. In Elevatio .- Barrel Inv. Out Elevat 77 30 :00 .50 of Exit Channel O� N 0 Q U)C W z W �__o ro 09 Of) (1)Uj N z12 -12 o c uw �o = ry or E:o ro If I- (D CL W Jmz E- o .J W Q O a)- LLU > O __ -o W z a 0 �o z W o� �U) O U W CC G 2z N - 2 0 ce 0 'M ~ T ro Q W 2 n U U U (0N v W o= o z ,� U) O O - z m o' �Q �X o_� I - a) wy 0 7 T. � 0 2'§ Qm W G, - Y .0 ro 2 + - N D aU 0 U o 2N ro C: rr V) .4 U W- U ro ® �_ �� ,s V JOB NO • ,o (U U H 40919 () V) CN co =U SHEET NO. T TOE REQUIREMENTS FOR BANK STABILIZATION No Scale CiE) (!T) SEDIMENT BASIN 1 No Scale (H) ST SEDIMENT BASIN 2 No Scale I I C3.01 I= - V�GWZ3%� L CHECK SLOT I - I I I I . ' .d • 1" TO 2" TAMP Z I I I �• o l•,o. a:�•; 1 FIRMLY CHI ECK SLOT I I I I I I _ ..A: •:. '• .:• 4 IF 2„ N O 14VAR. -r- VAR.yi SEDIMENT III v W o •..• p.: o: . CONCRETE OSTAPLE FORMED FROM N0.11 STEEL WIRE. CHECK SLOTS AT MIN. 50' C-C GUTTER 12 o CURB INLET \r/ & STAPLE MIN. LENGTH FOR SANDY SOIL. INTERVALS; NOT REO.'D WITH U' 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" ITAMP FIRMLY H F- GREATER THAN 6 ON CENTER. EVERY NINTH POST SHALL O 2' SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT 2 CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO W CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 00011 Q FENCE AS A TREE PROTECTION FENCE. UNPROTECTED AREAS. TP U) 3.38 OP ' NO SCALE BM 3.36-2 IP 3.07- 6 ' O � 3.18-1 w TREE PROTECTION OUTLET PROTECTION SOIL STABILIZATION BLANKET TREATMENT-1 STORMWATER INLET PROTECTION No Scale Z No Scale NO Scale No Scale 0 W z Lu ERNST CONSERVATION SEEDS SILT FENCE DROP INLET PROTECTION - O s RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-13Ify 2 2 X 4" WOOD DROP INLET WITH ® QFt SILT FENCE CULVERT INLET PROTECTION COMPACTED SOIL CWD TO HAVE VDOT FRAME GRATE m z STANDARD EC-2 �� ENDWALL SIDE ING ON UPHILL PRICE/LB 1 BOTANICAL NAME COMMON NAME 0 5, -� FRAME W < 18" MIN.pp TOE OF --- FLOW MAX. - �� _ l O FILL CULVERT F011111 _ _ _ _ _ - 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 I f } z i ) uj F- p I 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 \ 3' W __ill I - - I Willi-n- 'FASTBALL RGL' 'FASTBALL RGL' �� - MIN. n GATHER OU 5 a.5' MIN. (TURF TYPE) V ��� EXCESSLu -- AT Q 20.00% PHLEUM PRA TENSE, TIMOTHY, 'CLIMAX' 1.20 v CORNERS W i * DD CWD 3.09-1 'CLIMAX' PERSPECTIVE VIEWS U) 00 0 SILT FILL 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 06 FENCE *DISTANCE IS 6' MINIMUM LN!T PORARY DIVERSION DIKE ' IF FLOW IS TOWARD 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 STAKE o I O z FLOW EMBANKMENT 0ALBANY PINE BUSH - ALBANY PINE BUSH - Q NY ECOTYPE NY ECOTYPE FABRIC- U)**OPTIONAL STONE COMBINATION 8.00% AGROSTIS ALBA REDTOP 8.00 1' D 1.0' 1.5' II III �� 6 illll MIN. 100% MIX PRICE/LB BULK: $3.61 II �� -/6 � t W SEEDING RATE: 40-60 LB PER ACRE DETAIL A N' WOODLAND OPENINGS FLOW 2'5 ELEVATION OF STAKE AND FABRIC ORIENTATION 1) THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR 0 5 WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING SPECIFIC APPLICATION ? -*VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET V AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE c WHEN HIGH VELOCITY OF FLOW FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE HORSESHOE 1 THE MIX WILL NOT. TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3 IS EXPECTED CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. JOB NO. IP 3.07-1 40919 C I P 3.08-1 n SHEET NO. LNYScale LVERT INLET PROTECTION SLOPE STABILIZATION SEED MIX STORM DRAIN INLET PROTECTION o No Scale No Scale C t6ti TEMPORARY RIGHT-OF-WAY DIVERSIONS PIPE OUTLET CONDITIONS 70' MIN. 5:1 EXISTING• A 3' PAVEMENT C«�IT STONE MAN FILTER 6., MIN. A MOUNTABLE BERM;* ," ;�,48+: TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION CLOTH (OPTIONAL) :` I0/ 26/ 2020 BLANKET SHALLOW ) SIDE ELEVATION '°1�Ir�, 701. SLOPE EXISTING GROUND,t -11 3 ON SHALLOW SLOPES, STRIPS NETTING`#}+«' 3do do _ PROTECTIVE COVERINGS MAY BE APPLIED 70' MIN. �- I,I� y I n ACROSS THE SLOPE. WASHRACKo' MIN. PIPE OUTLET TO FLAT B OPTIONAL) L 1t1" 6 UM AREA WITH NO WHERE THERE IS A BERM AT THE CD MINIM BERM 10 EXISTING N U TYPICAL GRAVEL STRUCTURE O DEFINED CHANNEL TOP OF THE SLOPE, BRING THE 12' MIN. MIN. PAVEMENT N c PLAN VIEW O 3.11-1 MATERIAL OVER THE BERM AND ¢ o STEEP RWD > E SLOPE ANCHOR IT BEHIND THE BERM. VDOT#1 COARSE AGGREGATE B I POSITIVE t1:0 ' MIN. W E TEMPORARY RIGHT-OF-WAY DIVERSION ON STEEP SLOPES, APPLY PROTECTIVE 'I POSITIVE W Qj� La MUST EXTEND FULL WIDTH OF SEDIMENT F- U � � No Scale COVERING PARALLEL TO THE DIRECTION INGRESS AND EGRESS OPERATION TRAPPING DEVICE `� W o � OF FLOW AND ANCHOR SECURELY. 0 %_ F PLAN VIEW � W � M BRING MATERIAL DOWN TO LOU- J U ui 0 -- A LEVEL AREA BEFORE 12' MIN. � o N 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TERMINATING THE M' 3" MIN. z Iu�-i INSTALLATION. TURN THE 12" --`fir%_ � s" MIN. H F- U TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. SECTION A -A FILTER KEY IN 6"-9"; RECOMMENDED � 0 cn V) FLOW END UNDER 4" AND STAPLE -+ Lu POSTS. I 1 CLOTH FOR ENTIRE PERIMETER DITCH FILTER CLOTH SECTION A -A w ai " o cQ V) 6' AT 12" INTERVALS. 04 � N z I' I` � IN DITCHES, APPLY PROTECTIVE COVERING r ¢ O Ln A PARALLEL TO THE DIRECTION OF FLOW. 6 7 N > O O Lu USE CHECK SLOTS AS REQUIRED. AVOID - M U U Ji j_ / I=111r 3do (MIN.) - JOINING MATERIAL IN THE CENTER OF THE { -1 1 I I P i�. -L:o a - III -III' A DITCH IF AT ALL POSSIBLE. � FLOW oll� I_ III=III.=' �III=III- -1P -11 III -I i 4„ do REINFORCED CONCRETE DRAIN SPACE U U PIPE OUTLET TO SECTION B-BWELL cC � a a CHAN DEL INED BM 3.36-1 CE 3.02 00 q q 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE PLAN VIEW W w THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. SOIL STABILIZATION BLANKET (TREATMENT-1) STONE CONSTRUCTION ENTRANCE c THE TRENCH. No Scale No Scale N u.l N o La > o TYPICAL VESCH TREATMENT - I (SOIL STABILIZATION BLANKET) = Q o INSTALLATION CRITERIA v o 0 % 4� o FLOW �C%i I` III' z 'IIIIIIIIIIIIT ' II(=III-1' Td ANCHOR NOTES '- (n DATE SLOT APPROXIMATELY 200 STAPLES REQUIRED GRAVEL CURB INLET SEDIMENT FILTER > -'T SECTION A -A FILTER KEY IN 6"-9"; RECOMMENDED PER 100 SQ. YDS. OF MATERIAL ROLL. '�= __�� 61412020 CLOTH FOR ENTIRE PERIMETER ANCHOR SLOTS, JUNCTION SLOTS & / 00 CHECK SLOTS TO BE BURIED 6" TO 12". �\ �j DRAWN BY EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. �.r C. GAYNER NOTES: 12" MAX. 4:1 OR FLATTER �-•-� JUNCTION 6" MAX. STEEPER THAN 4:1_ !' - 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR SLOT EDGE AND END JOINTS DESIGNED BY FILTER FABRIC-•'- CONCRETE. • CHECK SLOT TO BE SNUGLY ABUTTED I I I I III I I I 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING I ® C. SHIFFLETT i=TMr - TERMINAL FOLD =III - III - WIRE-- PLATES 3.18-3 AND 3.18-4. (JUTE MESH WILL HAVE I I I / STAPLED LAP JOINT IN I I FEI I lEd I I- 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 LAP JOINT 2" MIN. (JUTE / r CHECKED BY I INCHES. MESH ONLY) LIEU OF EDGE JOINT) I I I I I I SF 3.05-1 TAMP FIRMLY I I I I , C. SHIFFLETT O ANC HOR SLOT 5' MAX. 4:1 OR FLATTER 3' TI MAX. STEEPER THAN 4:1 I SCALE SILT FENCE (WITH WIRE SUPPORT) _ I I I GRAVEL FILTER 12" N o I I RUNOFF WATER WIRE MESH • N.A. No Scale I I I i I I I I ., r I I I I I FILTERED WATER ED ��II1___I!O�1___I 1:1 E] 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 , 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 5 L I I I � - I / / / I I / ,g _q I / I I 11 . r, �� I / I I . 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I- I ___ . , \ __"� /, , -11lz-_- * , I I ,% � \ I t- I i - :-L:: _:F:_� ---,. - P,- h , , , * \ / - L'. , , i . . \ , \ \ , " / V �, , � I UGP' ,�--�- =---=X��=_ 7 , ,4 \ \ \ 1\ ct / I __ I \ " \ \ \ \" '�N W OAk - J r4.1 ,,� I -, I - - �� X, ? " I /, I /,N " , \ ". \ / I/C-1 Ln / )I . \ \ I \ , _', \ \ ^.-"14\ \ -�ft , , , f) , UGV - - I " - \i \ I , "_ " - - \ . I �1_ Z.-, - ", , - - - 11 __ __ - r __ I ,% 1\ \\ \ ,�, ��� N ._ _%, I- - ---- - -- - , ��, � - ___11 - 1-li" / _j __ , v 1k " I \ I I / ,�11 , \ f � It k 1; I \ /, , 1� 1 1:�4 X\, \ . � - L /.\ \1 N - � j/ . cz /)__ - 11 � . I- - N, CONSTRUCTION ENTRANCE 3.02 1, �1� 1-11 __ - - - - ,1�. c_ , I 1. 141-. _. (1) i \ l/ l , � __ " \ " i I � - - - --j`,j " N_� 1, \11" - - -, I 1-__.\ S,- % � ,< 474.;_i�� � � I N - - I 14 -t�_., -T �_ I -, I (,:) \ -- , , ,'- �j - I \ �� -3 'N , , N I _% --i , I 'o , I , v �,�) , "\ I , , llj , ,\ \ � - f , \ I , � - �o _ - "A 1 \ \1 /, � - - - \ I \ 11 � ,�, I I - - / - I - SO , , \ , � __1 I - j _� ,_ - __1 �, 1, - �__,_ \ .- " ,��\" � \ I \v "i - __ ) e : * �_, [,:� , 7 ,J� / � �/ ) p � \ , . " N \ K I f ,,� \ ,_ , , \V-1,1'11 / \ \ ,.,. - - I r, i �' I 1� 71- 8 , I \ \ I - -, - - I- - \ �V__ - 111/1 � I'l I \ 1.1/1/ - _. __ - __ _ _ \q> &_ .A-, - I If- V i �z,& _;� " "l;, -, � L_",4 '- I - _ ��,-� � 'A . , It u q:,_ \ \ - 11 11� 1� I , - , I 41 1 � - , i "' \ / I , -, �� 3.05 (�' ,4, \ � - 1 '- .�. - I' �6 I \ -"'_-,�', �, , , 1, - lk � y- -l',,, /' - I I --,.-,-- \ \ �1_ - - \ I ." \ -%, '-- `-.. -t' , 1 " � - -, , _� , - � - , I _\ \ I'll.) \ 4- -1 ; - I', I �, ;l"or 11 �, / )_ - ...- - , �� I C , - , - - "I , - - ^ � \ ,�_ -,, S YG'Afilfor- 1E \ '-�.,, � � __` - � / \ - `4v_,,�', 11 >'. ,� /I , I , it \ 1\ \ I I e \ " I I X, � � , � , 7"- " �, , \ I '. \ a , / , - _�, 1� , r$ , , " _-, 60 I � I \ \ "/ i "� - - ___ - , -N \_ pl, - I / '. \. �, 1, �. � / �1 � \ X X SILT FENCE \ \ T --,/ "I , I .�� , ---� / ," , �, \ I -1 �; I � ", " .- 1� `_ - 1-1 ' ,� t N, � 1\ , - �/ J I � / r.1 ", N , - , " NN __,� ,e . � - I , ;;.", `q, --r,------------- , - .1 � '1% __ I '\ �� v I.- �_ N __ __ t ��-- � - Z, - �1, \ ."". --'I � - I __ \ � 4), �/ \/ , , .. � ; " . -?-�.�,_, ",� -'s ,� � ._*1 �, )�,j I 1_ / /I �, F �1, / \,,� -, -y 6 I I \ - '_ - I 4. 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"I 1-1 11 A I It ` !,_im 5 -�z I 1� i / ," I - 4 ---� " � - " '1`1. , / ,�,� \1 , , ,-g 1 \ I I � I __t1jj ,_ , �', - , / ,,,�. \ \, - _____rtj jll�l A , 1 1 , I I.. �_ '11% ,� \ � � __ :�-� 'o __ _� �y . %_ \ \� \ i��,�\ ,e I I:: __ I .�_Zr, I I I ,_ - I /-, � %ft r _� - I . _,� �, , INV _� \1 I I `l� , - _� , -, 1�_ - I I I " 1�1 , 1 4- � _44 � --, I w I \ \ \ I \ - � __ \ u __ \ rll-,l, / 11 �, -, __ t, "y _r� , o �, el- � I / / I e , I — I , ,� , , __� , f IJ �111%1` " '11 11 I -> I _zjg__ I , _x // I \ INLET PROTECTION 3.07 . I N - �� � �, � \ �� I 3 -c. - � � \ L ,�-^- �Z_:z _4�� � 11 I- - , 'I-, _\ - I - � ,� 11 11 C, ,_�� \� h 41 il, , , 'I >1� , -1 \ , I'll, / , � < , � I 0 0 1 :__ � - __ - - - �'? e > �� - ---I x - ," I \ �", " " I - __ fjop , CULVERT INLET PROTECTION 3.08 f') I ___ I "' _ I � t j -� �, 11 �'�/, - \ �l -Z / " 11 (_- 1�1' - OG 1 -- - - A� -/, k - , � I ,, � , -1 __ - I—- \ IF, �, , , %p -- y ", - Ill. 1. r . C- I - -� �, � , / "N/1 I - �_�_ \ 11. \ I . I .. ...- !10, _ooe ,�) I N!2- -- 0. ,/ .w-ro i 13 'I - 4�� 11 'I) _,_ ;_ - �__:___ % �1 a, ,� - - s a . � I \ I - ,I j_. / I I ,,, oot 1111APL E I , I ,-� � I "I 'I- I , - - - to \. *� ��-� I / __ t \ \ I / __� N, , a- - - - 1_-_1.___ 1-1- --),.,;�' � ;-4 11 � , I I I lr`t ,=�� \ I � I \ / 1, - /L,,-- :�� - ,� I ,. X __ .-.,tw I 11 / I __ ��_ , / i � "'I r , 11. 1\ --'I-- ,/,;��-, 'y iz�, - _ - .- __ - - �, 1. , ---A, " -��_ ,S�, , \� - - \ / � p ) I I .". I , _ %, I ,,� / Y, / \ I . �p, , -, - - 1 , ,',2 �) / __-=� -, / � ) bh� _ - > I , __ � i � 11 /)x, \ ,V \ \ �. '16, \ I / t� /4, I - 1 __ _ \ - ,_ __v_ r ,-,A-.,------t—,--,--f"�--.---)�.-�- 11 - ',- ,;, �t5� pp, / - ", ,,&,,Y,',.-z', - - - �-) .., � _.. "T� - 1 ", - _* - _�� _� / / ,-z" /A., i / *--r— .1 J i--.--- A / " - �-. \ " " - _____ ... \ - '-'� , � -A � - 11 i -j m. _�___z_J k P,G, - `� ') "I - _ - - - - , \1 , :� VL_ � � _J� \ I NaN . - DIVERSION DIKE 3.09 ��, __ / S 00 ' � f, j ,� I � , -.-.-. I-- `�_-- -- ,Aj, �, , / I 1% I I -/ I", I ,�,A�� \ N". \ I I - -- - - - - - - 11 - - - '413.6 __ - . 11 __ ,, \ + , i ) / I \� -\,-,\ \ "', -_ . / I,- / ,0> I /"/ / , T , \ q �, &� - .. �. Ik /v -1/ \\ I - - - -4 > .., ___� / -, 1%, " __ I I '. , \ � . I I ---- 9 I., ., '-,-,\ , 1�� 11. - - I __ / �, "t �/ t - I j \ - -,_ 11, - - - - "I ,� I a tq,� r ^ '�%pl' / " I \ lk /6 - , v6k _. .,. I �, I "I \ 1) 1 1 I �\ -. - - - I - _\ . � I / -OF-WAY DIVERSION 3.11 -1 �, / / ,� - - _�, . � I I . > j \ \ / / Ij -1, I I %,� I ., I " 11 - - - - - -, ,-- - _ -, _ �1< / / /I ,/ i / - _101 , j 11_�/ ,-- , . , / /-. I � I 11 � � / *1 / '.11 I - , I ,�- , - �,��, -V -, jl,�, --- , , , _ "o / /I I � (�� / I /' .l,' ... -, ( ,lf - '00 1, C. - - - - � " t �, 1� , 00, , I \ - ,� * / I , / - - - __ - ,-- - -, � _ I- " - \ C I I , '\ \\ k ,-,, ,�_ - - ��_ I � I � , I - - / :y \ I , - / , , I \ .,- I - __ - __ .- __ -, - _ " N. I " -- \- �z "- . bh, CLEAN WATER DIVERSION 3.12 % o-, e- I �, V% / / ,/ ,��- 1-1 " A - -,-31 1 go / / I .11lol -�T, I\,\\, - Z 'j I- I ,,,,A, , , �--, \ j I D �, - - " 11 " " � / \ / > 1 / . \ I I i �1, I 11 / / N ,,, "t N, I - E� RIGHT / � /, 1� / ,-. 11 ,� I \, 1/1 / \ / 1� , / /0 1� / / ./ - - - __ - __ — — — -1-1 - \ - 1-1 - - I I \� -, / , - 74ft§ i_ - - i I P, 1), ,/ I - �, " � "le IX ,,,",/ �, --/Z/ , / / v � I/ 1� A V111, 'A , 11 .I,- V->19. 11 -1, wdgm I I I 'r I P Ili � - � - / ,- � I _;� ;\ /,-, - �x � w .) \ .-�_ - - re, op , " --- woo -1 --- I , -1 A ;0404 ;, - / .. - _� . ,--��/ .-,- I 1100 / ", " ' -....11-1 I "I �� �, -1 �� / -Ir � I "`__. 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SHIFFLETT' SCALE 1 11=50' T--i w (D - < . I Im . - . _j - - �_I! Li (D > < I M a_ �— z z < _j UJ a. < 1 37 > 0 , _j CL UJ ry 0 c� �__ <z z _j ui co U j 0 _j < () 0 �_ > LL u.j r z z uj 0 D 2E 0 Lu (J o C)� w . U) C) 06 o Z 0 0 U) 3: 0 0� = uj �_ ::) 0 V ) JOB NO. 40919 SHEET NO. C3.08 I cu (D CN CN 0 IN �Q_ (N c c z LL NOTE: BLOCK AREAS SHOWN PER CODE OF DEVELOPMENT "SOUTHWOOD PHASE I - A 1N4t:jk..';r1DUMr1UULJ IVIUUr—L L)l%D I r\1k_., 1 %—OFF DEVELOPMENT.11 ;/;g �,- 7: 1/4., 0 /y It SE D C4.07 E SHEETS C4.01 AN SEE SHFF`t(C4 'AND C'408 a 1 -02 it )y �, 1 � ) A Q, A t i, v V V -2� c J J)I/ff oza �A_ pwl \z,\ 117, 1 , a A 77 it ,,,a 7 1 �771_:Z 1/ 1( V, BLOCK 2 1p Id -A ...... .. 4 '40h lift, 0 CK 9- --:-�--BLOCK 111 lillo "I/A 1) 4K �51 0\ Z V \B bVtblAb MIA �:"a X� & 1), It" t/ 7 LOCK t�'4iw W.,—N 11 1 -QAVD ETA L 1,1J §"64.0' nk FE SHEET 3 AND C4 09 445 a z -17 A0 7� \'1x\-QN1'I Ilk k -sK N _(,-, j BLOCK 10"' ��7777 1, 777Z 7 'I fit 'v '14%/ /A', 0 '12 IA V, R,% W 'A J\,I, IiFm 'c W F-RUNEESP14T ING RIAVS/A 20' 7= tPj p, I ON p. 148 D 9 p 150 z I3LO l7, n C 0 0 0 Q fit I I IN �e 13 \1 �lu K trr\\ 105- B OC K 1 - W top- t�EljbiO(jf- WryDEL D1 10, L \�_��,\%BLOCK /y/ E AcjF BLOCK 4� tEJQ� q_4j AND t4. 1' I��BLOCK f -Z- z k,f, 14� 'If till V1 I it Ito till ';7 r X < fill: y y 1 11 w 4 lZ� 'he /fit I Illilh, tL 4 0 I Ir U, 0 0__ 0 0 0 0 0 0 tIk0 .. . ...... .. . . Illy, Illy 'Lit I V/ntl flit fill /it . ..... fill !tt I ":,:: — b 0 Ilk E cm 0 cN r', 0 E AF.9 uj 4-� ul) b_1 Lu 0 0� Lu 2 < j �� OLoj c:1 >(n 0 1,_4 17— rc,:" Lu cu 0 U) x .::t u U) .j u- Lu 0 V-1 V-1 0 Lu Ln In C) m 4J 17'� > Lu V) a - co _j C) Lu F_ cl� ct� 0 C, LL, (A V) Z) 0 LQ ct� LLJ Q� Lu > Lu (Z.) < u < z 0 DA 11 U) ZD 6141, 0 0 TE 020 ��Vvll By C. GA YNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 I'= 150' uj (D z < UJ > w CL (D < uj W CO > Lu <.. 0 u- > 0 06 u.j r U) c) Lu U 0 0 0 0 V ) JOB NO. 40919 SHEET NO. C4. 00 a 0 0 z 0 0 rz rz 0 U C m .3 0 ro a x a) a) ,5 0 .3 -rn c Y N N 0 O 0 i N 0 O U i O C t0 rn c s-0 i so s �— s � 2 3 (n ? 0 U L 0 ) -o a) L L a LEGEND: CONCRETE SIDEWALK / / I RESIDUE #1 p ° 919333 SF jet+,F`F44F;(1( HEAVY DUTY ASPHALT % p' �FEik .4444+,fli4r LIGHT DUTY ASPHALT _ Jr 20' PUBLIC DRAINAGE 8" GATE VALVE 4; `• F l 4 V t k fk FF fk k F. f f F k 8 k Vk :-kk k €F F F k 4k4k4 F k f t w�� 4 kF4 k' 4 l { {f t : Vf. F k Pk k k kk k k'F t F ff f k F :4kk 4 4 FP s.•� // q/ EASEMENT T P f k k 'spy [ ^v J 6 , Y . v .- ` k f f V ` t 4 k f ` V` i F I F { F f F+ 44kk k 4kkkk,k 4+1 �FFFk 444ykkk k+kk fy F F .....F4FF kklk ....... k fl4i4k 4 4 4 {/�•; }.,,'yM a°':♦y`�i/.` %i .'k k V f F 4 4 4 t F f F 4 F 4 4 4 4 4 4 4 ^A� •'v4 %t �` V V Ikk { l F FFF k F .., F k F k• Fu . 4 k 4s , E ku. k k ;A 5 f k F{ F F k 4 k k 4 S4 44 ik4 kk + ....... k kC (F 4 4 4 "'CCC k : F V t k F, k( k E k F kk Fk kF Fkk 4 k F F� kCkg4k 4Fkk'. t4� kB 4 4 k4 ykykf k � 4 4 f ` ` kF s .l4 , Fs +` F `k F k ti ' k`Fkkk k �� kf t FF FF4 k 444E k F k k�—R t 4 : y f+ kk4C fi 4V k 4444444�k�lff +S t k 4=4 4444 4 �44�4i(4 t: FF4 k4k4kk ti 4 •C4k ky kk i { F'4kk4�'4 4 4 ft4 l 4 k':. 444 44 kt4Vk444: t4T.�.?T1f-i:SAN DEDICATE EXISTING /f /JJ .1 ,: yn '.,f FVV i l 4{444 F (F{. F k4iy:4:;kF F Iu" f Fi, :x'k. "k(£4 4 . 44444 {�i:.. `.ti +4 fff 4S 4 kk44 :E k 4 k � C tkF�kkt 44k:4 44 kk,44kk 4 C k F4k4 F444f+,b, F 44 e444 k4fk4 kyyk.4Mu { kT4:k 4V�4� 4�? 4 44 e?4<4k 4kk4k {k4k :4k4[ 4S4lYtk�4Fkkkk IEkF kk <,`k<kk`�kk<`k�. kkklkkk�kIk ftkk F Fkkk.kkkrekEkk4�kk€�r���a7/.�r:e �4bk44k 4� € it€k' kkCkll (k m E f k k f4 VE . k Yv kkk{4kykk k4 4k k4{{4k kikkf kkkFk kkkkkk +k k 1 44k4k4 4 kkk 4F •�. k 4k+kf f{f kk4k!fkkk+kk +kktFk 4 F ,?3�4k::e kk 6t t � k44 ?k4 4It4o €4kkC4kkSk[�NkY(kl4Fk lki4k44-kks Fk4k FF4 F4^4444f FF4444Rk. F.4.4'' k44.'yF4; kb4LkLY;kF;kk4k P4k4kk k4444+k;ffY 4 k fkiF34klkk4kk` 44 F 4xk 4-44i4F4t44.,.44k y44.4Fl4tiIk4 kk +4 ykkkkkG€ kfkk lk kk $.kkk`s +k 4+C[k4 kkk k44t4_4:, 4r 44444kl4k.4[4 44Ykk�4kk4kt4k�k44kkk k(EktEf'kk44£kk+tikkEs�{�EfIk4kCkrtV4.k4iFk, kkkkskkLr.F4kr.4k+i4kk. 4Ekk,4€k 44k 4€kkk,,k�:kkkF€kkk` -�k{kvk k.k4k4sfk SV4 c4Vkk s+:k. k(kVkFkkvk..r �.vr.�k vt .€kR.t Fi 42:.!s< tfv7;':f: k7kkkk€kk4kt Fkkki prfisks kik.s :< 4.k kk k k krkk4s..ks.kks.yrki;.stV k �V „k fi s i�k4i4..kf':.k,b:: kfkk k fk V E� fs .FkisekksL'.ls::k,.+ kkfk kfkkkk kk Vksk` F k{�F./�,{�1k.F�t.uFr; ,:FFr kkk k€kVkkkF kkfkFFk4k4k f ksk�kskukkF N(QV OPRESCRIPTIVE $k1t n`te4444 4 EASEMENT 17.51FROMu CENTER OF RTE. 631 TEk€€kik s E aVDOT FOR PUBLIC U E wJV�Q %/ IJ�: •(n WPO BUFFER v p F ¢ a 3 r � � k kk 4k kkkk E€kk 1pi F F �, � IH ff ° 4 4k'k {i�v'�F b F b F FFFFP F b 44 c.L°uk U. LO 10 rl w �,� �"+ {� �.! • ` �, P, �%� // � f( )) fff P.`%�• �'� ! �! J>/ /! 1 � AJ ff) ° k .a pu kf4 4 444° 44 4;444; P4 4{ k4k F 4k4k k k kkk k4k f4; kF �44tkk444kk44 Vkk�4 ,kk. kkk kF k41€ {tkkkF� k,kkFkkkkkF k4€kk,kk kk4kkE44bkk44kl4 skkFb kt t`4tif4t`kF4kk9 k�44kk kk `fkyFkk`.. t`kk1 kfII4%I kk,. /4k` ky�k �kF kk fkk fkfk4VfkVfk4l kk `Fk k1kkk k k 44tkk kfkk kkk4kbt4kF°x44�[FkFF+4kt4 kyFkii34blkkFFEf 44F4k�Ff44kkf� kF°: bk 4444,44k444k44k Fk4kkk 44k4v4k4 k4vk ff ��4k;CC f ykkky4,k `kvCFlIk44t'Ykd qF rF+ ��F �k:k.� k<tLYkk4FEky- fk ,«4 / „ �•'i• •�M,� Nii .kQ>a, Z0 PIPE DEFLECTION GRADING � O Lu EASEMENT cc::,, ryPROPOSED m N CJ vL.ITREE LINE z_0 %$1DI8iX61TEEi 611u20 PUBLIC DRAINAGE OR O uFd�- //) EASEMENT TYP. � GV, AND FHA 7ui 0 rj FUTURE TRAIL ' 0 in CONNECTIONS OLn w> PROPOSED TREE LINE 1 I`wOCC / 4S C44 f 4k _ +�i � F4 k 4kb 44 4 F k kk4 4k' 4f kt ' \v 5, V 4t � F k k�4 4 4 4 4 k k �kSk�4 4 4 kp4 T-.,M f e/ Y k Q44Ck4k kkkk 1 ( 44 k 4 4kkkk4. / 20' ACSA 'vy co J ILA Ilr • k t 4 F k k 4k e kn A!.' k-v ik k t k kf N PROPOSED �4 ktf 4kk ° kk4kkkkk kk kt,b �' � � o w Z Z ' EASEMENT 0 TRAIL BOUNDARY tf`k` F Ik k Vkkk €kEk h 3 �` O O f LINE (TYP.) •yp" �� � _ '^qu*y-B i JJ' (/C,a C9 �/ „jl ��1 J{ kk kV kf i4Vf k 44 4kk k4k f4t �4Pkk{qYCk f 4fk 4k k 4 f ffkf1f4k kkkkkk 4f 4 4f4 ,4444 4t 44 k4,oCk k bICyk 1fk9 kkk�4E- 4 v4y �♦`1 /t1f ([) ^.. '-. •M ( � 298 LF CLASS B r O �•l. Qw5'SIDE TYPE 2 PEDESTRIAN SETBACK ��kDkTRAIL Q / (1) 20PARALLEL kEk r ,j�L 5 0 W w 10 PUBLIC ACCESS ' 4F F F F' f cY fy EASEMENT PARKING SPACE • � _ � Cd / \ y4 4 4 44 4 fkk 4f4q� t \k4 4 ' 4 4` / 4 «µn.�T J t `kt,„..... FOR LOTS 4-5 y Y.fv Q / k FF€ Ft 4 4 k 1 C k 4 44 k4k4kk kk � i I + 4k4k4 t 4 4fkY n• �, � t k 44 4 444 Q 4ker kF kk k kF 4k 4kkk4kV „kV kVisyk ` vJ. -' r 1' i 1 N OAND LOTS 8-11 W W w 5'FRONT N j SETBACK �° 5' REAR Oft tkt (kk�4kkbr�x €FIEckckfcF4`a{ —\ 0° ; 2 Q O N �` ! f t kk4 !'kk F 6 4 4k kk4y t4kkSi+kk4k4k4 4 E. t k* ^v\ DATE ifJ /° 20' PUBLIC / LOT 1 NO 1 > PEDESTRIAN I 4k k kk k�� ,1 �`{ ' ,a�, 61412020 C / 4 ° ° k k4k kk44 e, - 5 k F PARKING,'/� � 42.5' STORMWATER ; / DRAINAGE CONNECTION 12518 SF 6 �F F k 4k4k: fF ;1 kit f y FACILITY ` EASEMENT AREA // SIGN r DRAWN BY tkF44ki 40„ zk4k4ktk444 « C GRADING " r �/ ..--.: TYP. / - 4 Fb4k4FtkFy4k t f f S tE 4kk F `� � EASEMENT % kkkkkk EASEMENT 'Iler� .0e 5/8' METER t �Cbok(tk4kk k4k` / i °� r� (TYP.) R599 8 44 4 4 l Pf`pkk kk kkkk€'.f• ' ... 1 C. GA R �> f IkfP kk44}4kk, : SPEED r } 4 SANITARY �k4Ekkk 4 k k kkkkk C "`°� Ole ga F 4 II 1.k44 kk k lk kkyk 4kk€kkf` k 1 v V Fk k kt k '-kek4 ayaZ 4444_. `•'.,. kkk� k4k k4k4b4 kkkk LIMIT SIGN DESIGNED BY rr AIL !k LATERAL k€€bF fkk`!`44 4kk kk=I C. SHIFFLETT (TYP.) ° k`€ kkkkkk€E,tk€kk€ i- �_� ,� ,.-✓ � 4444 .w-^-"""" j ��f V CHECKED BY .�g��/-�� �/ (�°°.'''� j �,�" tn' . �mI ' i t F FF F F t F:1'" . D E DoiAT E I STWG -r--, %i ,,.4444 i >•' \ ( F t " " " .rr �.^ P, r4`e- _ F 4FJhC � /v � p vkk ( F kk �� 8 X6 TEE, 6 ESCRIPTIVE ii R 44kk4k �( q �� e•f 4 4 k 4 4 .- � � C k4k4kk � ( + ; : - v �' � it "� GV, AND FHA C. SHIFFLE77 k 4 b 4 i Ck k 4 4 4 4 4 0 EASEMENT 17.5 FROM ✓' ,k,kk f kk€4kkk4:f°ILiF, s 1 --�"� (• .m'"Y^ .Fkkk kk k kk kk4k4k4 4 �ypF¢ [ ,�.,. 4kk k 4 € k € 4kb k€4 k4kkt4i �{y bWa CENTER OF RTE..631 rat wt `" f 5' SIDE ° (k `````t€ =4" ° ° PROPOSED , SCALE VDOT FOR RU` LIC U,8E '" �� 4b 4kk 4 F4E,k ,, �4" , �«. uta�� y..+,x^'- ,."..+,. ..."...`..,.. 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( F! k(F{F k . 4k l` F IF (btk4 F4}`!4u4k44t4y44 4k ` TREE LINE ..-✓p1 €� I � ii � �a �" w°'tCa"°fix TyT-taa uXE'.s .. ♦r +tkltjS °,ce`a "` � •R �/:,�f � 'i,\- y1�'h ' 1 "=30' TIMBER STEPS 15IPRIVATE SANITARY AL S P CI AND WATER LATERALS1REAR LOT 40 1 I II 8" GV EASEMENT (TYP.) .•'' j ._._.,.. ..�.«..., w•✓^" rv-• � i f f4i4 4 • - ( k �4 k k k k uv 9 _._.. ./ 1 4k4<'� p ° * 9A k,. 940 SF SETBACK LOT 2 8 X6 TEE, 6 A a C _1, y` RC 0 k 20' 10, PRIVATE 1 _.,..w .+•-^"" 0. # %0 y- k `4`- 8051 SF GV, AND FHA $IIX�II F F. k C FyF4FFy�F ib I � 1 � ��"`,� �•! �V � �j'*.d � .s- -f k,. 1 v F 4 : Ykkky �fFbF ��, DRAINAGE �`T�,.. � k k<<�{• 3 SIDE EE °� SS(4 tk�'k FF 4k �. d i gyp pt kf y4 k F {4kb 3 F .. y+ i 44� 4 k4k % 4k S 4 k k4 4kbG RR/li'°l iT� (�- 444 / SETBACK I�,� 4 t k kkkk ¢4f I ql tik• EASEMENT { f p� 4{ k° f {r kyk 4k 4 4 4 kk p 444-' \ if,f *+ /^'".."-•y",f ..�", +kfl:k<` �� kk b44 kk 4+itk F�FF4 k k tYkks� v W 32.5' STORMWATER >• '"" 5' SIDE U FRONT �` ; k `; 444€ kkkkk,, I `kk k�+°°4 _ LOT 12 %i f { 4k k k` 4k4k4kkk k k €k€ v V v FACILITY.. '� / SETBACK "NO SETBACK " ` v f kk k kk kk f t �� LOT 3 I kV r k k;`EEkE kk k k ris ` 3810 S F 'y fiw (i'j -_ EASEMENT�k 5 FRONT 5 I I `•-- V r: Fk `/ /// 2564 SF \ PARKING" k /� /" F k kk N O^`� f FF4 4k 4 4 4 44 kk k Fk7.;'e SIGFk{ F� 4 k F FF4 t;kk k k SETBACK Y 'F kk4 k f 4 k '44 k v ° ,... a y r F e 4 k k ` k c } k kk4 4k4k kifk k+ F( :' tk kk44 4 4kk k4 4 4 kk4 kk4 4 4 t 4 4kk k,fp,��+y��^`f'.^cy4e. ...-w, 4444._•. � k+ f �' � ° .., . L ;: � 4 4ki4yk{ 4 kkkk � kik :.. PARKING 4 4 4 4 4:u kfk k C 1 4 4 4 : :ut f � s•^`4 4k4k.,. � ..'}4, at°a`, kCr4 <'i.•kt4i4y .4 "^•4444,,.,,. } f 4 4 k 7 22 ,{ d� ""•'-4444.,,. ( l //�.�•�- ! !.'/^.t Fkr`lkt{4bk4 4R�F F v ° 4 F 4 4444444k4; 4k � k � kt 5-,; 4 k kk444k4kk. ykC 4t k k°�ekTerk4'{ 'v£.t'Q�'r.�s-ayts,ktr,^'� k 4� €{kl� F's.<4.ke > [J{j f ) ,,,M.-•^ .,..,-• 4444 <Fb' C 44y4yk;4 v:4 :t4b44k4 k4 f4f� C' 44. � ka4 t e 4:'44 4 k �tiC:ufS ? SIGN ::,4,r 4f k` ! 44ktkt4k4 { k�. y.: 4k k kk 4k4k 4444 t k �� k4 kF4 k::e:f 4kkkk4 4 . 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STOP LOT 8 I �F `{ F ` ki / I jl ! •L'e..J D yF k k F R25 kk i 4kk LOT 9 ll PROPOSE F4Y; r:•.• LOT 5 F 4 F F 4k 4F k {' : s. t s ` 4i C, kif 44 ;4 tk fL / .`b FF4 � SIGN 3518 SF 3 SIDE k�l CL trfi: �` •EMERGENCY - � GRADING EiFf f,.' ,•^' .:'4 4 4 4k ..•4f ry:F F (.'{ s.F, =.r... k k 44 4 4 f•F(yk.r 4 444 4 k 4 k 2830 SF I I Out+4 k4k4k 4 ..Ckf4 \ �J b) t TREE LINE 4.k 44 4.. .44444 ^v . �'�r+' 1647 SF 4 e444 { k kk 444:Y.4 Fkk44 �4444u4 � ��£.3 v v ' .. 4 � .ky444k4 4 � � k4 k u4•, .. kk 4r,iC"4 k4k f �.:'. Fkk44 .:f. -v SETBACK 4g,4 4 4 ,_4444 ACCESS EASEMENT ° F 4:' k 44444 4k Cx k" 4 44 rr: 444 44 (k 4 kk k / , i( ,,. � � ♦ v L � k t . 4 44kk 4 4 4k k 4bk.i 4.; 4y �C �kok k4 4 y444ki4kt .� ku4„{ �y t 4kk{{4kf „ k €k4k4 '.� hk 4kk,j/ kkk44kkktkktk,/ ���(!..�[j _ _ _-. ._ `L. �� ��"� - . 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C/,.'a,. „a'•ti••"-_...«f.€:JT/ 1NO PAR [ STEEP SLOPES o 3SIDE SIGNTYPICAL SETBACK PRIVATE� I ti1''a=v ^}Cf .vj. �a- u/ .`, /.-_ .,.-... ,..-.. ...•.•,f.'^ -_...__`1_ .-.....J. 8AINAGE &Y*7� 54FRONT EASEMENT0 51FRONT 21.14 SETBACK R4 'PUBLIC DRAINAGE i UJ _ ... «- TM(.�. .✓ • ..,�-..-.-4-44•- 4.. -.-^-.*.•„ 11 J��JQOz 1 ��Z��_— �1.iiSETBACK ^ EASEMENT, TYP. SPEED :>U)3 REMOVA{JL LIMIT SIGN /�IGH5 BOLLARDS WILLJW k v (2) PARALLEL DISTANCE KNOX BOX S F u ,xf MMk /PARKING EASEMENT 61 51FRONT PLANTING kSPACES FOR /k SETBACK STRIP wLOTS 4 AND 5 EvPION`1SID!3 iR25 co k44 )C PRIVATE LOT6 SETBACK 14873 SF ALLEY G TBCK 5IFRONT R\Y ACSA201ACSA i 61CURB O 06 R218' EASEMENT SETBACK PROPOSED W HANDRAIL (6) 6 RISERS WITHTREE LINE IINO PARKING" SIGN EASEMENT TERIOR 101PRIVATE "NO PARKING" ^�%JF� —��P_'61PLANTING �C5 rGARAGE ° - xqg�a ki�Ffk kk. A,bk t Ouk .�.f f _4ekk f�kp kll 4 4 4 ey4.4 F t..zn 4 V `ki rki i k `kF k:. Fkfk.fF4 kfrrk€i: -) j\VQ/� k4kiFuekkk kk4 k 2'L C ui? {(ff4i a10` 4444_ ....q...,..,.....�........�- ....,,.» -4444-4444.., ..,m.-..,m.... ,..,..,.....,., + �y{ 4444, ..,.-..._4444 w--.,-✓..^ ..` �i+��'�•^...e..._.......,,,...,.p•_,O._ '..•.",..,.�_}._.,./_.4-.-.-,-'/.' WATER W81 CLASAGE SIGN 52 DIP1 DRAINASTRIP B MPERP.LINE SETB 4OCKS (TYP.) _5' BACK E(TY3SID CONCRETE SETBACK LOT7 vSIDEWALK (5) 6" RISERS 13145 SF '/9 ` f d/ZE WITH.=,.•-_ /',.,.-.^..�..^..a�c.• .....,.,»"`v1.._,...,. _.'.xw.••^'�-�-."P v-_".,, y.•....,. \+J .. \ 613 k 4 u4 k k kk:kr / 444E 4 4 4: k 4 : `/ t`.t k kk l k �i' �* -. ...,,....• ........, .....».n ........... . ............ _ -`r'..e" `"�«°..'. -ef v,, TYPE III BARRICADE STUB -OUT \ TREET SIGN' BTEE' kkkk k,kk I; I b k LOT �14 a 'x kkkk k . 4kkkkk4kkkukitfel. k k:<i kik. y I 11 s k Oevk.. 1 NO PARKING SIGN 1838ISF t k k4y' f kF: iF��b F kk / 4 4kkkk4 FF4 k k �• _,$ V Po / ikiktkFk �f , FtkF k4k4 4 4 4 tir` v x,4444 v<4 <44 ee. ,s� Z v°V � ° LOT 15 � CG-12 444 htt4kklk; 444k,k v' _ 1617 S F1s r ikkkk 4 €kk4k4k4 ` 1 _ I 6 (TYP.) 5 FRONT kk`8' 3' SIDE ° SETBACK "NO RKING" 51 ,kki" !_ • : (� a SIGN 'A..... 22 LOT 16 p / 5 REAR 1617ISF SETBACK 51 I 20' PRIVATE k CV, AMQ FkH kkkk k ACCESS I LOT)17 �� 9TDP k k k j EASEMENT 1617 SF 4 1 k k k k k 4. "• „y. SIGN � -�» I k k ,�4. d d'gy._A, �� F OPEN SPACE 40 k� 0 ACSA -� I k �� 36 926 SF k EAS'EM(� >a 5 REAR LOT 18 k k k k I SETBACK 10.45' I I 2352 SF 3 SIDE � SETBACK y� I PLAY FIELD. I 5. NO PARK N 4kk! 44444 . " T SIDE ISIGN kt4k41kkktk REFER TO €yl kk kk kk kk : � : � • . SETBACK 6' LANDSCAPE PLAN 2 RET INING 4 FOR DETAILS. WALL F 3' SIDEI 4pf4k F� ( b+F`� 4Fkk 5' FRONT LOT 24 ', _ -- Y kk f F 4.y4kkk �ETBACK MAINTENANCE k4k4k i (F 4 4k4k kk kkkk 4 �— SETBACK 31 20 S F ek�k4.,Fkt r 44u 4.r4uruku.C,., 4-� 4•: f - F F F k k bt k k f •^^'^ I kF HA DR 4kk4 , kf, 4k kk 4kb 4 '::.. ,�.... _ ..�✓' l'E +,Ifkr€ 107.66' 0NQ 0RET lVAD :FORTRASNkCANS. {t - �/ `� k CONDO # 1 i' REtFZ 1 J -., i16y ' I �•� , ki kr € 10 PRIVATE i 5' FRONT k uy. f, f=F 44r44+till . � - �' kkf+SETB/�C�:' ' E � � ✓.a.. ,`t SETBACKy+€`4kktktt€4ttt,,k4k4 c :: .: •..: DRAINAGE , -- t t.: i yF ,k :4k4k k k k e .t ate 4444 k. �k:4 E:k k• 1 4;4;b: ; • kk,4,.kRkk k� k'ke1£4.�- 1�—v/{�-(�:=-�-: EASEMENT NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. STAIRS R4.�F+1 T- k4kk4kk(b THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND €,r TT AFZCFH ;PLANS.:: VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. FOR D{ETAILS . (4) 6" RISERS WITH ' t �C2a�faeE 4kkkk4 4k4kktb. € k4k HANDRAIL - ,,,.• ♦ a9:a:st^n E' V 50' ONCRTE PAD „•" 4"k4' 4 FOR TRASH CANS, k �IlLle k£ t 49.881_� .; •i o RAMP WITH 8"X4" TEE HANDRAIL l.` =if;;;a ; £ _• t. F F 4 Fy i %ah a d £ d d 3dddddd d' £d S£ "� �\ t J■/w\■■ SAN ( .. ,.• 3a31££;3� £.n d ad; _ a dada . ��:. _.._._. .._, f ,. /f f'a �v ' J kc 1 3 Y ££ C 4f 1 pp,, fi 9 4444'. 4i+€4ef II CONDO #3 1 ..._ d°a£ §_ a¢i.a>akaraa ziass:� -.� ,,,,, Ek 4 4`k 1.5 METER& PLANTING 40' ;<= t I t ... aiaaaFia*a'aahi°a''£ `•,•'.. kk4'kk4 t;k RETAINING «< , TRIP �j_. S _ ( £ , d a£d£d 2 a Ell 5 CONCRETE � WALL � -� /. _.. d �aa,:.,• � � -'� �- £ SIDEWALK r it a d£a SCALE 1"=30' JOB NO. 40919 4 44kk4k kr 64 A.3 ^a�� �e -!y f 1 0 30' 60, _1 1. t .. SHEET NO. LOT 13 k C4.03 48912 s ( KEY PLAN rF. I L Vt--(tf c-�)(G6 0. T c c c c LOT 11 LOT 4 CG-12 LOT 10 •2891 SF W k, 2813 SF 1639 SF 40' ... ...... . .. STOP LOT 8 le LOT 9 LOT 5 PROPOSED SIGN TSIDE 3518 SF 2830 SF TREE LINE 1647S SETBACK PRESERVED 01 0kk L. "NO PAR 10'PRIVATE STEEP SLOPES TSIDE • 'Ale (TYPICAL) LOT I I � N L A , 63� rrr 5 4 S O\7TF1 30 SETBACK -,AINAGE Atr. v.ur it h, gg ... 5'FRONT EASEMENT 7A# V101 261 20kkk'z 5'FRONT.tr 2 SETBACK STREA iii/I f3 LIF'FER SETBACK 4-g g SCALE I"=30' DRAINAGE 0 EASEMENT, TYP. 3'0' �0- SPEED Al i is LIMIT SIGN 51 '11411 is 1i 20'PUBLIC (2) PARALLEL DISTANCE <e� E 61 A', V f"1111 777 . ........... �11�.0�3W KEY PLAN PARKING EASEMENT 1 1 r.R2,5 BIORETENTION 1 4 r4tt / SPACES FOR 5tt 'FRONT PLANTING �,MINNNRR� 'A" 0 LOTS 4 AND 5 SETBACK STRIPjti, E TSIDC 6 E LOT 6 PRIVATE SETBA K %.xjf•M LU :5 ALLEY 14873 SF 403 LF CLASS B TYPE 1 PRIMITIVE 5'FRONT 20'ACSA ACSA 6" CURB SE EASE N U. TRAIL. APPROX. LOCATION OF MULCH PROPOSED y wf�. _4 53 0 EASEMENT SETBACK LL TREE LINE < _1 tb i — vi TO ACHIEVE RECOMMENDED SLOPES "NO PARKING" SIGN HANDRAIL 0 kklEASEMENT TRAIL. ROUTE TO BE FIELD Le(dATED (6) 6" RISERS , INTERIOR N'RV cc':', AND TO AVOID EXISTING TREES UPLANTING 10'PRIVATE GARAGE �� I "NO PARKING" N't LARGE THAN 8" CALIPER k DRAINAGE CLASS 52 DIP 5'REAR STRIP TYP) SIGN B MPER U 5' SETBACK'_\ EASEMENT WATER LINE 3- SIDE( 1-111<S (TYP.) 3: 0 j-) x U) UJI CONCRETE SETBACK M 2� k m SETB (5) 6" RISERS 1j) I LOT - U10 k SIDEWALK wkklvl. �_ 1� ul Aull", > 0 ✓WITH k 13145 SF L�> LU _U 6B.uu < Lr! FUTURE TRAIL rVANUM-ML ... ....... Ln IT 14 T cn LC 107.66" CONNECTIONS to NO PARKING" SIGN T V) LU kktt:4 / : • .:.. 1000 SF FOR U U ML 10'PUBLIC ACCESS L CONDO#1 n- 44 10'PRIVATE Go _j 5'FRONT EASEMENT P'8 %D R399' LC SETBACK DRAINAGE 0 CG-12 jkrk "1*- 1::::: .:: - 1617 SF EASEMENT 0k. (TYP.) 51 FRONTkk TAIRSL,,�'�BEFEF�-. T,, q TSIDE SIFTBACK 4/0 SETBACK "NO FIARKING" 'Poo, 5- 1) 6" RISERS WITH 0 ii STORMWATER 'FACILITY TYPE IIIV v{ v \ SIGN w U4 O if e )2, LOT' 16 V) (r) 4� J HANDRAIL 0 BARRICAD 51REAR ACCESS & 20'PUBLIC 16171SF 44 SE NC TE PAD U4 U-1 SETBACK -50' l�q 0 DRAINAGE EASEMENT FOR TRAjSH CANS,LL " I (3-&TEE, 5' 20'PRIVATE STUB -OUT 00q STORMWATER BLOW -OFF ASSEMBLY' G�,AAD 61� ACCESS LY FACILITY EASEMENT RAMP W1 161 SF EASEMENT 81c, TH w �N STUB OUT FOR 0�4 r_18��X4" TEE HANDRAIL > X,� �ll LU FUTURE PHASES �RMK — - SAN 10*AICOA OPEN SPACE 40' .� %� I �lf < k •4 GV, AR'D 0 5 36926 SF TEE EA LOT118 CONDO#3 U a I < C SEME 5'REAR 1.5" METER k - UPLANTING 00 f1v 1 40' 7 51 C TSIDE 4 — 0 I U.140 RETAINING I /AI 1141114 U Kp WALL CONCRETE DATE SETBACK SIDEWALK U) 6- il 5, 'NO PARKjNG11 G; - �N� PLAY FIELD. > 7�N .......... SIDEWALK 3N 61412020 TYP. - TSIDE REFER TO z:) kk 0 FFI DRAWN BY R INING FOR DETAILS. SETBACK LANDSCAPE PLAN WALL ROADSIDE) C. GA YNER 3' LOT 24 5'FRONT MAINTENANCE NAME SIGN JSE 'BA( F .. . . . EASEMENT DESIGNED DT NO PARKING --"SETBACK 3120 SF RETAI N I N G WALLS (TYP.). 8"X6" TEE, 6" 5 . ... ::.. :: ., * LOT119 GV, AND FHA 10'PRIVATE REFER TO LANDSCAPE 23521SF _M 6' DRAINAGE C. SHIFFLETT STORMWATE DR DETAILS. EASEMENT 'ESS EASMENT �iqim� s FACILITY EASEMENT �C RAMP WITH LOT I ZO CHECKED BY . I . . I CONDO UPLANTIN 20'PUBLICHANDRAIL- 1�1 1560 SF LOT 120 SAW DRAINAGE C. SHIFFLETT STRIP (TYP.) 1617ISF SPEED444k EASEMENT LOT 26 20'ACSA SCALE LIMIT SIG 31 1357 SF 8"X4" TE , EASEMENT 5' . . . . LOTI:21 42 4-1 1 "=30' 20'ACSA GV, AND 1.5" ♦ 16161Sr 0 kl?'I WATER METER CONCRETE PAD LOT5/8 METER (TYP.) - M�l (5) 6.3" RISERS WITH 5/8" METER 13,r FOR RASH CANS EASEMENT k4444 c (TYP.) 51 FRONTNJ ANDRAIL F-;'E R k 5:'TUA SFTBACK 5'FRONT 71 F7, LS- ,,Rj�.Dn � � l_ `)ETA "NO PARKING" M4� Q�M LOT 28 LOT 22 RESIDUE #1 161 SF SIGN lN ui �cT SETBACK 25 gpg�� gR�Nc �4 919333 SIF TYPE III y fkff / 4`4444k4 qG "NO P�ARKIN7 CONDO#2 5-3— Uj kkkkk (,b - i I PARKkkkkk )N fff ,l� PA BARRICADE WALL19 GN STUB -OUT 32 LOT123 S' IDZJD Z)r TK LV:l-§j` XNPOT. (D •1 18371SF4F4 _l � STREET SIGN _7 Uj 5'FRONT TBACK Uj BLOW -OFF ASSEMBLY; TSIDE ACCESSWAY TEE v•_QO U) NQf�TT,,,��F 10 F STUB OUT FOR LOT 30 rk :FOR TRAS H� SETBACK FUTURE PHASES 1358S1 Q IAW 'M ui z Y.S'E VIER 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. 3 WATERTIGHT MANHOLE LID 0 0 .......... . O'ACSA EASEMENT 2 74 2 0, PRI VA TE 20'5AN/7AI? YS'EVVER D� B. 2984 p. 688 0 1 N S E T LEGEND: CONCRETE SIDEWALK g HEAVY DUTY ASPHALT I LLL�j I LIGHT DUTY ASPHALT BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT m yy (5) 6.6" RISERS �(Ty O�Hp WITH HANDRAIL LOT 31 �ANDSCAP - E: PLA IN' i'RdPOS D PEED LIMIT SIGN PIN RISERS WITH . . . > P ARY:' 1354 SF R:[�F.T L-S - .(TY �ETBA 'On P, TSID 10 DRAILti (Cr, ............... R'AN OUMPER A TSIDE LOT 32 QETBACkkk Q! -PUB L,,- 0 RA� �N E: ETBACK 6"X8" TEE, 6"43 AS'EM' ff�,;l4ffYR �L_%_�%�F\SJYP.) 1505 SF GV, AND FHA 20'ACSA 20'ACSA SCIf •lEASEMENT EASEMENT FF 34 LU (2) PARALLEL PARKINGkkkLOT 34 v 11 � I 1k G 1571 SF3, WALL 51 > SPACES FOR LOTS 25-32 SIDE— TYPE III < �N l Y, MAINTENkk ANCE SEIEL��j BARR15AdE CG-9 (TYP.) ACSA w i�� (6 EASEMENT 65.16" Uj 5' FRONT i--r-x L_IVIENT I BLQW-OFF ARV ASSEMBLY; AP LU SETBACK LOT 33 CG-1 2 0 < EASEMEN ik 3570 SF STUB OUT-�'OR -R20 SIGHT LU \IFUT4WPHASES GRADING DISTANCE C LOT 39 IST M (EASE EN "NO EASEMENT Uj 10557 SF PARKING LL SIGN PARKING"R30' (1) PARALLEL S I G N R4 uu STUB-T-- 0 > 0 TRELT SIGN Uj PARKING p :D SPACE FOR 32A X0 �el:� . ....... . 0 w" LOTS U 0 TSIDE.eF 1k 1-1 41 LU SETBACK / / v 4 4FF 8• 5' FRONT PROPOSED kkk SETBACK TREE LINE 1-00 '61 LOT 38 5' "NO PARKING" SIGN 1982 Cc: v. V 4" SANITARY PROPOSED LOT 37 UPLANTING TREE LINE 2208 SF STRIP 8"X8" LATERAL JXT 10 1,4 40, 5'SIDE 5'FRONT R2001 TEE (TYP.) LOT 35 4P NK It* SETBACK FHA WITH 10758 SF cz� SETBACK 8" CLASS 52 GATE VALVE DIP WATER & STEEL PILE LINE LOT 36 19746 SF PEDESTRIAN CONNECTIOEA N 5' EAR SETBACK ARr--( �g USIDE PRESERVED '13 UL SETBACK / r; STEEP SLOPES SETBACK JOB NO. (TYPICAL) PROPOSED 40919 TREE LINE Imm ram SHEET NO. 4% goo _.FUTURE TRA CONNE OIS ------- C4.04 ---------- L :+cif#.4 . l ` 0go' All st - " d 'e -- SCALE 1 100' � ,,"� '"•�. _,�._.�—�---"�-�. '".� � _._ �.._ ---` _. ... _ .. _ � � to " �� _ �d '�.�� '�� r BLOCK 2 0 160, 200' _,� r - ' 61� l . , l C (f f _.„._. ... I _ E id"itL Jw w_-t ( ,,,,-^• _ ,.--».._.r.,.--,r"' ., .,,M.,.,,.-,"_,,,,,„' ,,._.,✓-••w•r^.v-„'-�.,•"r.r, Lv- , ',,;,.".,y,"-r-=.,a,.w"v-'v �----;��rj fv.°r.'_"". i ,»ate- '�"""�'" w�^- s•' `"`"', 01 V r'1","✓al'' ,,. ..� ,.-.,.,V, ,,,....,,..., rw-,s v-'v"-.y ..ziF, x,..s.",.N _' D E iJ A ca o/� 6�„r,'. _ E a. \ �',� 47 , � „�I-.- mom' ....°-`'�`✓ � I � OHS ,.,.�, 3 �„-,<.--•.' ri' w : N /1 CJ \ I t3 ,.a' /'" i p r .._. " --_"""-" _ f r'"r F- W > 49T c� '' ¢ is f ;i1yJ�fl r ¢ L�y, #� s / 'S / 1/LOTfGf lT ��' 8/'lid U. \ .,, MANAGED DISTANCE 0 �/ , / � - �;. ( � � � W � M 0 ,,.... STEEP SLOPES �; `' Ek"3 �1�a1ENT — / 'r ' p `' w J U iri O f (TYPICAL) i/ ' C ✓ o t3 ` / to (} , r f' f s ' ( ( I� r. I �' `\ ` W dN r u r�. j t r r3 s i 5 'SO(n� W ira { 0r L j ai 0 f cn = N ry z Z ( ca p a^ dt d s. 0 Q� o } % 0 4,r'-SAN " l r \ rs' BLOCK +CD Lu jj ra tff �} f , ce r%� O 0 ry .� Ll ,z T� , 4'",� � "• � o. �.„ o i � �`"" ^i°•' '�' ,, �"`"!.s,.- i� I t "t" a °,,� _j I " ��.x' `-t °w, •,.ti ('(�y+'� I C.? `"i,.,,,, �t / y :w ..,,. , v,..3';,C;," w.r - %. „.,,1.:...::.. a . t i,-a'r'r „`;;'F' ._ ,_ --r7� .�.- _ .."-""�=' (,.a' u+ ^a `""' r' ...,f"'f r W N ra � f �! „� {� "�"�,w,,,� i � f �t `' �,w'_� \ �'��_;._.��f^ ...:...��----t-�"�„. - „_:; "��e �"y 4 ��r,�---_ I °"`s � `"^'°"���m���^� �-•^''��.�✓ ��2" D O ON /� �2 o el ) - w_", _ , r 7" I , ,,.pp�� c� � .q, .. f5,v � �'7'�-�•° �-s� pi pg �, }g• _ � ..µ-....._s.," < ,. _ � {j[i �� �j �. w N � t,a`"-w4.. - i aJ �i »,. '�c,,,. f >' ,.°.. f '-' .�. /1 I iM'!-alvi.d a&L.,..-_ ....._,,..... _....»_ - __..._ ,,„,....,, ✓" v^.,,...,,s. ,,.a -_ Ga'-�.;...,,.....:,""«: -"�.'' - - - rr'„;. ._ r, "i \W� k ._,�!",. �,,.. r,.""' ..r ti °�""� C3 j,....r-u' .-,.,,__,� ",,,.a,,�c -'' r"/ 4J ,f> .\- •�-- "" �'. ,,�� %,.,' •w�.. -.,.. ,.,.. J ,•' ..„,,w..'.,�__.._. ,,..,,,,„.. ..._.- ..._ „�,� {•�•t -•^'^.^••...,'",n,;.....,.,„w......°....."T�-.3 ` ..,{ Q O N µ_ +�. Q x"" ",,�'`•,*. C} "•.,.,., ,, "4--„+,.... ,,,,,..,..✓,.,� ,�.. ..,-.:...-__ 3`{r' /'s. / y^ a ,C� � 1 'a,:°"»y `s^. 8".•.__,._"_„� � �' .,,,_`"","",.....,.r,,../'°.,.-..R,�•.r........:L_ ._,.�,_-_. s- •sx .r" Cf 4 - ".- ;� -^'' _ _ ..._. ..._,_ """"S„' :._.*'•--=`dam+•.. -"\. .::� Z " " t ;,..� (.) ,.,. "....--.�. ..,,.,„........ (�%'��,7..""`_", `�'-'`r-'° ,r-'. f3 ....^^ ..z;'"., r ' _'. .__ � v'.�,v.°�"'a�' ". "'-" .. �� i`r• r ,,,Qa"5„"--'."---"... �° "`1-f'4` ""„yJ-• • � °- °'`� ""'�� rr ..� � _._ o DATE t � .,,' '"."'-�^--'....,�, � �._. ,,..,.,._. ..,..._..... .......:-. ..�--•w'.."`•'•�, a,�..., �P ,� , �.. :��� '� i � 1,,,� 1 � � rF' ',v�v.� � -_. . _ •�- �Ca. \ yrya;y�.,\ •\ H iy- ..,,.,,---e._- , ,-,..;,,,,.._,. „ ::: �, w,•_.. ..,..,_ -"•--• _. 'j „f'"' ^''L.. "`'t"• r,,. a �. + ..�61412020 w..__• _ _ w_ w c a � , o r -T M �a " ,� ~�.:,,.�--_".._.� :� °.�- �,`i _.._-`--°r*M--~'� °� DRAWN BY _. -} r % r ST G c C a r`-" t" _ .__ �..�.. - �M a °a !) T'} �' ra C 1 �h _..I�(...- _ _ «.a j°- a' 1tr, r i .�L;..C. GA YNER Yl p os \. Ca r� r� ra sa '� !� ,,��'"�yy �`` I ,r °� 1,'� /J \r3 �\ r." ...•✓'- �,. w;�,F. ,._._. DESIGNED BY r U \'\ , if 111 ..,,✓ ,/ .,.,... "..•d f d� - _ \ i. t "" ,,„;u•�`,=--�,.x„�sa.:�'•... 4�i. ^• ...^....� '',.,.-y-'_' "�-•J„• ,ate „;,�," �y.. xn .�:'�'"1 C. CHECKED B� �.-3� � f � ' C3 i' `� "�' / �+o i) �.................v�°�l{yr�.:�..�._.....� .^ "�^- � „,,.✓' � y� 4" � � \ '�.��s \q � �r�'t,ti r � � i \�� �� { ��--.W I� t '" "a . SHIFFLETT --r ks " / C1 max" a r r "'` ) _ .. \. v> :" °' � ,/ �. "t.- _A_- / / ADU - \ a'. ';.. r ,1 ` ,.,, .%r�� y�,,, , ,k ...1 O d C} AEU �a a a t}{a rj a" SCALE ru M � ,%� {"j ;,,ate ,m........ r ! , . ICKI�q U ADU t ... , i ._w- — L3� .� G�`•�", „`,..••="' , �... "'"�";.,,".-'•i, I*0�0 ^\ kx �o UG A U 4 3 A U s AD f 471 ny ) i A U _S ato ✓ ��' v"'' <. W p M1 { t I t ' // / PQ a'aYa,; p' f d�j f�! t'"^ " '� 't 's�` ,/' "'� •„f" "'�} "a, ^`a,� �' �zgk,Cd- I Ff r! ( a f A U ADU y�v w " _ R� 00 v F �_ j��rl ... T�?-3 p'{/�9 ••T� pyr r`'�1 /i/ 41�� J ? `i � ;r'. s���a�+�' "..._. � '"•,- .»/��-f��S „-.�'-w.,.�„_, �' �!S �- ��M~ �.'�''�c '�" i �\ s�j � •s�'t•r'' l" "\ � ' ' �"+,� t-P !t°-,d 9 E2£! SAIl�Z ,*" \ ",'� S' ",,,w•-„•• ., iJ „',,.,. ° •� ^-i `i" -,s''� 1-• \ `\ n M.,,. �j \..... x S•�'v'EH __ASL`Is� PIT gay {} �p p� g� �} "- L,T. �sJ"t.t&187 sJ' ��Y {� ^. ,,,.+!' ._•""' '}'°, "�` t" ..„� 4�r' mac, y" , \ / - .. , \ � ,.Y :.g. 4 +°' ,r'""•,. .°Tr"A, ,mv z' - C"'"•� r• e� a "a: SLOPESry' \,�`"'a ,,.3'f °',x'"" ""'.•,' , xT" `'<�, " r \' .... TYPICAL) J � "� t \���' � J/ , 4 \»" ,,,;,a„ f rt"�\" ��^��� ,r�... .�y\ bss� y f ✓M+.� "•7�� \-!''.. i � \ \• -,.L7 �'�"°"."��^_�...""^�..�-,-.,,,,""_�••v 4^ „' �� � L.-•" / `" ``.^ ' „ )' y ��`A sn� ==-T' a-'� 7 r'� `"a�' �a ,t,.`s r •aa "a p F e-F A q Cj �� � `' '.^.-.,,.,1` � _ w � ,a>^'^�TM '"*»•� `�_�.,`„"` '`''`i i BLOC �;� � Q a --.�„ti ,y �. i'j ., xw.,, •� �,.° `i• `'""t '$3.`a` �a �`,, .''r ^'-' a"'"x`'`'1�t �''--` `\•3 r ". qr� " \ Cd r\` ✓ \ \ \ / t✓ 1 \ \�C��r O LLI W z " ui -/,ram" '\ "T C,i} w 37'Ks `. s�+ ��.. 1 �^'` '\ N y. a '!° Q `'•'xa ., \ \^*.,,,\ Y r> LL "^ $.•a... W £} °:,;, ♦ z\ \\\ fj - +,...:1 a $ 1'" Or SANITARY w, �,_.„., ✓'e i`'i µ e+, m,pr.. / `5,�'� p ,l\ -' ':a::..pt'� D , y '•+a. w", .a, gam• .,..r ` r^'• �' r- a £"' r• ..r�° .,..•'^_ ;,� �,,,_„/..",,,r•",..^...+`..'•,.,.,... ,/+�t'*� �,� r� � � �.� � \��^ � `�, .,. �'r"1 .3d'f��}btl"7 �) O j, ('YATER I`I�x'ril) \""� B, 2084 p. 0 � "` .. « � r r` a "��z �� ��o �ar.3 \� , � � „� �n •,se.,,.,,.,,,� ui 'fop = 3��U. f r, j � ...._-. r9� �a .a� f • �✓`�• .� t0it ,,,�"�C�: � -r�ry sr°�,a - " _ s' ra EXSAILMH26 � r;,� � r�' ,� r_, �c,r.. � � �� � � � =, \ . _ � ' '; a�� � ~�� � p m � 1.1 9p8 ;. _ '`� I/11i'IfII/s1LIi')f "` A *,a o / f �\ t \ ` -j ....... _ „ _ j( °\ �r'" > U VJ 1, rJ.= 31. d ' ca r !' 390, 9 �' ' �� \ \ \` \t`° \ y'OLjj C.i �} C� .,..,� ii t t;�) , C C3 „r 3. z'" "." ".,�' , {\ • i # _ / t _ °,r "x«, } \, t.. �' Ji tfi Cj ''' jf i _ __..._ ..,_._.. __,,... ......_. '"`"'`r°� a;,°•d" ci.,'°'� 3. ,1.`f`'" �:, •mac+" !S \, �i !r` / ' "a: ""°�,- ''E°`ak\,, �,,'•al` .._,,: O \ 1.0. " TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY, A"ac \� \ `� rti �• t M " \ }� Z DENSITY ,.: ... %' ,,. -..-•� � � °`�., ,.�. �.�" '. \� <, - , . � �� ,,. � - .. ._ .' °�"�_�.:. �� o\� , �" DENSITY RANGE AFFORDABLE MARKET RATE NUMBER OF LOTS \ 'r _ / \ r, t u LAND USE AREA DWELLING UNIT ``o, \ ` \ = " ..r,.' ..�'-� � a� 1.� �'' .a � � �' ,d � o`eo \ \ BLOCK REQUIRED PROVIDED DWELLING UNITS DWELLING UNITS %� ` DESIGNATION (AC.) RANGE REQUIRED PROVIDED µ (UNITS/ACRE) (UNITS/ACRE) PROVIDED (ADU) PROVIDED GREEN SPACE & 0 8.0 0 0 0 0 \fix\ e ;�;....'t, rh �. \ _ ?Ir \ , 0 r . 1 .4 \\may' �,i f �F u .�wa (• �' g r/ v " *. �8 L- �� y V 0 0 i '` .>P 9 BUFFER 0 \ \ r'' w"' 2 0 0 1.4 0 __ . j '� ..,..r" ,r NEIGHBORHOOD 3 3-6 2.1 j' \,� !3 \ \ \ ,='J,�a ..,,axe °} .... � � ✓' m � T-ra�, � �+`� \w .r�.,�'�. xx, = c / DENSITY 4 3-6 1.3 1.5 5-14 2 0 3 1 �' \ ` \ I.�, �- '"'%✓ /' `" p "� :.1' / `.,I,A '+ rl URBAN DENSITYn% ,✓ \� RESIDENTIAL 5 6-18 3.4 7.1 60-127 44 0 28 \ , �' pax4 ( �, r r VILLAGE �At111/�� \\rl (V�ATEr� TIC, � j� {' Wr 6 0-28 0 1.1 0-31 0 0 0 o IC/ -. _-, NEIGHBORHOOD _ i / ��j,,� a 0 18 0 0.6 0-12 0 2 L%{1 r_. t" ' ".. c - " MIXED USE / 7 0 , / ,. " �- >.�°"�""�"" }"-w; �, "' , '-•- m fir-✓ , � �� •� ' � ` � � V J 473f9.8' °" '� u) �,,,,,.•^ t�Rf,-,s'� .,_„^"" % ".. "'^,,,w i .M^""` ` ".'N "q.,,.,>'." "-tx `h.". �,_..."....,„f�� pp rr••yy NEIGHBORHOOD 8 0-18 0 1.0 0-17 0 0 2 c7 i PLACES �rI ,.e { J 9 0-34 0 1.8 0-61 0 0 0� �0�� I ✓ \ \ '" eT« `j \\ gat JOB °\ t' Q \o 41 10 6 34j� r tJu � i _ \, 40919 r i URBAN DENSITY 11 6-34 0 5.4 20-182 0 0 0 1 I ir" , 4,M ; 't �b '�i \�\ MIXED USE �J �� � { .�•-�"`,r--°''-', ..r' ,� lJG'i- � -'�'� -�-^"""a .. w.,_----- � � f 1 ,� . _ ry,�. SHEET NO. fI „ 12 6-34 0 3.0 13-102 0 0 0 0 � �\ �p 1 p TOTAL 34.0 150-450 49 0 39 11 ,.. ..'" r I 1/ Y- t V --w L , , w o { �••�•••ti,,,• �,,, _..% .w✓_.� - ....... _.... .. ..... .._ _. - - - d ,�,# LYd°/tea "li.,li-'�i'S:c 7R�..1r�YD , � 10, 0.�'_r'! .. _ . _ «`7A � �" r"�'�1 0 t �' 6.a� 9 _ _ `""` �` ,�..' ` `. � p � � � ,,,� ���,r^'.J yr �. ,,r.,..OE ✓"✓"". �.y�'y""'j� {'ii'E,.�....,_.•. �r�!'�� �•y S3 i £- ...,.,�,_ �,-,..,,,.,. t1 'YJ SCALE 1"=100 �!y %33 �� ✓� r„ �• �- ?,._...-. __ a _, f.•� ._ 'r, g ' iy Syr%� \ O dr1 if,.Y./ it �hh " ter► �- „ r 0 100' 200' t, �, r ✓ ". OH `te 1 r t� iI O � it;i I' < �/ t s ir° d{ opncz/ , tJF _ a 0 ra v MANAGED � DISTANCE �% iI��lfy� , 0 ) % ra STEEP SLOPES S `� EASEMENT \ j (TYPICAL) Ifs f� % f._ �r BLOCK 9 BLOC r3�� ',� �_� fir<f } Qb a 71 S 0 0 � d f CLASS B TYPE 2 �f -�-SPA " r. :: PEDESTRIAN TRAIL i _ _ __. ma _. ra° r� :• (296 LF) �\ �;d t �4� -,..�,.,,.,." w. �,. i / � .'r : ., . , . _.•.•., . :.... . - "•,,"„� � z, .. 'i-.', .� `"" � 0 ,cry ,..., � x�.,'�� " _ _ ✓`""� �, •y+. , � sx d .„ , n '!w`�":�, °�'•`- ".,,"q `';.,,, � � � '..• . .. :.....•.._.;.::: '.•: ' ^•-� >, :q. 1 �..,, 1 f� ^y, Clr,.. ^ ytti _. \,. per, ✓, ._, to J i7 ,, ej .. ... ,. r _ ..,. ^�. •� �\ ~�p� � j ",�-/`"-.,. t l "e �.r✓' `•-•^•,_,.>.s+, �. .,a {� (il ,�,,, •..,, "'�« � .... j '{� , ..1..,.�"E'*� .. , �s j .:'w't.,Y,,, ,.s+.r.,.r..._,.. .,,a.,._,i°..r' ,,,. v,y��a �,"� � � a r., �� 1 j r t � f o `"�-s.,"t •.'^..-^,,.,.,. ._...�..•.. yip �{`j,r,.°�7..._., a..,......_ a:m::..-.a::,..: ..,.,.... ".i - .:„�.„_..r .:5 r�`:` .. ,a•,a f' ! li ,r•''- t p I t v t S a ? 1 fig P y t ._,._. ✓'. •." . .. .. ... : � x, 1, { X( 1� i •sue a �.,,.,�,. .r^""� _•,.� "4; ,.,. 0 .,. '°\.» ''�•,�t,5 ....,_,_,.,..•- _.P.�-- �, � :. , .. .. ,t r „fie` C , y,.,r^.e"`. ,,,._ -yam "� ! _.._ w'.a".... Ai'ii d' t "' ' ,` »., t .. ,r-•r••,,,- '^,^",."..< ..,d` , '-� ,-L� -t`""'_ a. ..✓"'+,s''�• .. .. . '. �• %x.Q•°i�'',$ �r• � .r•` -:. ��,- �. 1 '"". L t ._.....--.,. J,t"-"_..a,F.°."., ,J,,.,_...».... ......_,,.,.._ �}{"{� ��_____ �.�' •� ✓ '.' , ,` . ' - ,3x l*' •�a,•a..G, 'y .�"''°""i.,., .k"°„ c ¢ .»....,._ , u„ °-.y°;u. '\ `^ § { _ I PARK i t% „ g t f I R �5 r.. C�3 ,», '°•, (3940 SF) 4.",, �$� d _ ._.., ' M ; ,,y ., _ ' _ram✓ -t a.s,�� ". 4 G %� a �y c �• �rh 45 ey. r (� } 'TRAIL n \ .. 1 EDESTRIAN 0 ra fs to ra, CONNECTIUN - 1 d ./' • .... .... ..... ... GARDEN , q 4 / a 3080 SF w�- ,✓ * .r �� A,# i rs r ::.. •::. ' . ► ` FA-RTOff rjRtVEw- "" 1 J (7 .r .. '..'.'. -•.. ,.,..•,. ".:"jj.v'"_-w'",,p"' v",. , �.+•^' j \ q '�"u+"`; i .�'� a'ae 9 X• � J a s \ « r > - J` ar BLOCK 1 0, IV .- .410 00 r •', ' ' Y'BLOCK 3 "L^ ry 9' ': • : , s, nit `{kf'"' . 1 jf4 t ¢'".f'`,••�` .fir'.„ .e,; i ` k'+� --"''" \ `"•x•,n..�-@�' �� / !� r,{ rC., ' 7 1 h a ..;.,.. -.'.': ': r-'facr%az" y' j 3 \` l e:: '' 1 /� �i� ✓� d i .� , <u PARK .na (( %� , �'q , r ti - ��-ca YEA Y� 3 ° CLASS B TYPE 1 ,. f" i % �' f Nm IM i �'' j � � Jf � � � PRIMITIVE TRAILtj - �:� � G-a' ' ,,.,,`�. �,� .✓ � s " � �> i `� � � �,��� a 404 LF v ( ) PLAY FIELD l (4090 SF)!4�` c q\�rk vop 3111 r+ d (1866 SF)„ _ � � t � J3 h3 �' Y� • ��. S � - - f. 'i 1� w,. •"'` � p�f' 1 � 6 � �1s �, d +y5n `4-�'"��.-� � , BLOC 4 `, !4 f".".9" �/ ` _ •. :yx+a E.��'S `"».,,,, 1 xT ..4k �i' '4: ai 1 q �, _a« •" t q\ 'tea �r�/ a `""•^• \! '1 '` •`«>" 3Y. d'�P"�.: cJ.L_i ! e, G... e.A .. - ,a \y- m ,""»✓.u+:v"''...aza�y^' '1 I�` A.'4r� �, d` a -- ii 11 ' \ ` PARK �.. -' ._' 1-\ `!ti \ 1855 SF) �'`` d �' �4 !� �' ! r' ' n�3\ �. \` ,. 4� .. ' SLOPES «.. ., OW, _. J . f ~.,., ._ `~ �.�" ;.<•_..d. .:�,-.,.,�-•,.,"`\ w 1 PARK "w...._-�-^,-..-.� _ '.� �=x' TTz° ���, � '����,; .-"� �`�q>,., e �.. ,.. ., \ `'' •'�' '.��">,.,°: •-`-__..... _,„.ry-..,.,�_ •«~,._.„,y -,... ^ww.,. s G�3� ,.,,✓"' ....w,v~- Q I �_~.--,....,_ "-'"-„ -^», `� � ...._ `-,^^�-,°+.w'�,.,.,,:'°. � '',..,�r.+�• ..£�-s ,�,'�'�' 1� �,. �'4' 1'�'" '"'"• \\ �a •j, "�Y \ t ,!'� °,, ` r �� �,, •. \ ex w...,_.._ ~�-" '-, �`"`w"• a ��.`.._"_.µ_ ._._ (1146 SF) ._. ,_.- �,.•..,, f� ��..,,� � ; _ ._ _ 1 � ,� �r�'` -'r'` q �,. \ a r� ,.\ \ "., \ '.)...� ."""�� .._^^.-...,.,,,, .,,,„� "`",-„„.•,,. •e•.. J '�.�_,.,„„_.,_.-M,.-• .. ,.. '-`-•,.<,. •-•^.,... .,.,•,,.w-.•✓,F�""`-:�%� ,-,'-a_,\i\'i,.`�a, , 5� : \\ v. ,, `'. ,„ ," ,.v P p \ / \i' 4 %;,tea ! d`�'9� 2 . \ a.,. dam.. Pa ' � � 1-,. `--..., "`"-,••-_. `•� � --�y, ,� � � ... � � � mow, x, � .�...,�� ,_�.. _.;�a.� � �~�---_ -� -_ t� �=�, _,.,, _•_. •�. " BLOCK � `�'w--. _ ..w� .� � '1.,�;' � �` . �:✓ � ~" \ _• j j __ - CO'''�,,., •� � q ��' GARDEN V -'/1 (985 SF) ",_,... }- "'-"'.`".... .�s '•-•"...,_,. , aka° �t:,""•� "s `^.. ,;.;,err ,r,��5r%,. ,� '„ `. / ^» , m a<, ! :r( ass e al m p�o ' ...�. �._• �� fad " TRA L _ ""• t .r` � ,s \�,, �q,,�� ,,' � ,,�`, � ,:��" '`��`e° � ��,--,,° \ \ r t _ w a., , .. r .. � r� .q � 4 � �-__ ._E.Q„NNECTI �,,�°' �✓,, . _. T �X�) 3 105 L _ M .. vn.,,�•r� ah / f' i\`� q .- s p✓ » J , d 4 <` ^--.=:"."..�,,,P ��' /,"'"'.w,. �^' y,;.f_ a'3 't • . ;� mat f S \ -..\ .... _t Ll Ya IA i. i. �PiS {i PP�YR P Wes,,,,.,,,,..,,,..,., w5 °'qT r. N /ia• L" tP iitit d X� "\ ` "- r% . SEIIJEA G� __ _ . W � \ \ a• „ a Ca , ,, \ .. '' J. \ _e.�.•:°':.ad /r ,.f�• �- �... ..__._. 3x^o.. `"^. �,w �''„� .,`��s, ��` o=.s+• a,,, 1 �,.*:: 3"sLt+? �•,.,,,,,,, 'a"�x �\ >'t"t ,.;,, ^ �� � �.� � 't o 7�'�,�� 7Ert!f�,x j \' ...�• . 29,6t p} 6, _� ... a� \ t �� taa�Asia ,%f '3 ;• ! 1x TOP- �396' 1 � �\ �• o \ \` ^�e rR/t Al, j f q pp� �' • C t .... , �' ., .. `.., , mil. "✓'P'7/ `/,1 i(]I t ,.. {7 �..� ,,1..., ,x t,,, s � .. �� . *"M J !"... eza,au+ ,/ �+e ti 'XT _ j ' ....� 1 w.,.,.� �aa r� y>3 4 4 "� �.�• Yt >� /' . S�C71 4� a "✓ \ ! 1� ' I m tia •a c ✓ , _ '> _,/'•f ,t`':p�tJ;C=�: „,,,w°, .. -. .. ?,.. ':-^-^!"� `';, fa,�,,y .,•C° " ! r Al_l 11 N, ��. - r� v 'tea w m xt, -' _{\ � ''� ,' �g,� ,r-•7 Rfi` _ '+ice'' �j\r,-/� �°"' R � .a=,�r��, � r' v ' x-I v \ d-r ';r k .r,,..�..-". 1 CJ ,•y , � t , i r- . � ,,,... ✓„_,.,,,,,.,r. ��'-"\. elS- / j ,s Y •,.., r,� c3 �,'`, , � �,-»...�-•... •,,, t' -�-•/" "". .t ' _`�... / f"' �•,, "^.,...,,, / ,s r � 'x,� a� � °' � �`#, �/ --,�*��,� r`�A'•�� N ___ q\ � / � .. y�„ ,„.�,,,c, \. !� =,,,wry CJ ,.»t,, �.,_,c,,.� �.,fy,_,.r., O"° �•"".,,.,,,^ !�"' r .,,^�pPi.:/ "l'•,.., M-, / r°, `ty a°;..� r * 1i 1 TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL &PATH TRAIL &PATH REC. AMENITY REC. AMENITY TOTAL GREEN TOTAL GREEN TOTAL AMENITY TOTAL AMENITY BLOCK STEEP SLOPES REQUIRED PROVIDED AMENITY AMENITY & CIVIC & CIVIC MINIMUM RECREATIONAL RECREATIONAL AMENITIES & SPACE SPACE SPACE SPACE (ACRES) (ACRES) (ACRES) REQUIRED PROVIDED SPACES REQ. SPACES PROV. AMENITIES & CIVIC SPACE CIVIC SPACE PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED (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 1 PRIMITIVE TRAIL 404 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 0.75 10,000 2,011 2 0.10 1.10 0.30 0.20 0.03 0 0.03 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 296 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 0.27 8,700 1,489 3 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 500 SF NEIGHBORHOOD PARK 4,090 SF PLAY FIELD 1,866 SF TOT LOT 600 LF CLASS B TYPE 2 TRAILSA 985 SF COMMUNITY GARDEN 3,080 SF GARDEN 5-8 0 0 1.38 0.12 0.03 0.11 1.07 1,146 SF PARK 0.23 1.03 10,500 23,359 SF 4,000 SF NEIGHBORHOOD 3,940 SF PARK PARK OR REC. AMENITY 1,855 SF PARK 2,636 SF PARK 223 LF TRAIL PEDESTRIAN CONNECTIONS 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 AMENITY 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 2.48 1.05 0.11 0.39 1.15 10.41 2.05 58,400 26,859 THREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8. FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11. 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. 4 °;':ems }✓: ° ^.,4 JF 1 fr IWV µ ` .. _. ..._....._.__ .......__. d1t3 f --'" y l NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. 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Pf �E �8RVEL)l > 00 STFEP1SLp(PES1 i k10 'PRIVATE DRAINAGE 010" EASEMENT LOCATION OF CD-1. am, 0 4" PVC TO DRAIN TO h SCALE I "=30' GABION BASK F YQ FOREDMT Vt/li NEAREST STORM (SEE SHEET C6.01) STRUCTURE. SEE ?08 0 30' 60' ROAD PROFILE ON SHEET C8.02. 2 KEY PLAN OUTLET PROTECTION NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE 'g� EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR OP1, SEE SHEET DAMAGE. C3.02 ACS 228 EASEMENT `4 UKAINAUL 08 2�3 VIC 221 4" PERFORATED SCH. 40'4' in PVC UNDERDRAIN (TYP.) 23 k 24 046 10'PRIVATE DRAINAGE 2'r lj� .8 ENT 4" CL EASEM EANOUT 'ECTION 4" PERFORATED SCH. 40 0 OP5, SEE SHEET o STORMWATER FAGILI1 C3.02 ACCESS & 20'PUBLIC (SEE SHEET C6.01) DRAINAGE EASEMENT 36 oor STORMWATER 223 FACILITY EASEMENT Rq ,�?, �i I'll $�� tl � , _ 1_� 106 )P-w 11 22, SAN U-1 _0 (��) �1/ �M K v LOCATION OF CD-1 -�239 4" PVC TO DRAIN RIF TO NEAREST SPLASH FJAU 1 240 1, STORM 120 STRUCTURE.SEE ROAD PROFILE ON SHEET C8.03. I Ljo 43 j��R �25 0�1� ZMNI �,v .. 10'P VATE - RI 7�; —77 DRAINAGE 7,1i A-1 4 STORMWATER a5 EASEMENT �A FACILITY EASEMENT 457 241 v - 2z" 109 _��20- A6'SA EASEMENT 26, 242 Lij, 20'ACSA U) EASEMENT z V iin Lu 436 436 7 Lu L0 k 77 ui 't, Z \to o/ .. ............ K RIPRAP In SPLASH PAD L ........... �o , I " Q LOCATION OF . I. ....... !,PU 11 CD-1. :A t "t """'00 SEM N .:, .: - ':: '" 4" PVC TO DRAIN /M, W��44� 7— TO NEAREST STORM tit STRUCTURE. SEE U cy) c) ROAD PROFILE 416 ON SHEET C8.03. (.0 U 417 10, 4,01 7 TA R Y Sj�F WER I., 10, _.-ZIA, GRADING I ENT 6 f -01 CC) 440.81 1 of - m f it PARCE_L,0900Q,-00-0q-001&0 s 17 b'OD T,!�S VIL I E L I Lo �OA_( -IV/ G�IARLOT 46 fit �,q co;.1 Lo i2o 455 01 \/Q,14�-j lip It I f 0 1 it it 4 0 1 A LLJ/ I %�v V-+ �x 01 It WATERT1,GHT \0 MANHOLE loot ? % x X_ \0 X'- N -PRESER STEEP- SL� y- m) D CAL) D "���6",ACSA _4_ 0 EASE'MENT ow IS 0 -ANS 0 E 0 ui 0 E E Lu 4� F- LIJ -5 LL r, Lu 0 ru -, Lu ff) _j ou _j ui C:> M CD 11! uj X < LL U) Lq Lf) o ul 4� EN .14 Q) rq 1.0 F- vi 0 m (D Z) 0 Lu uj u 0 V) 0 0 0 0 vr- (v-z3ao 7p 0 u Lo uj C, Ij 1,21 (�1_1) 0 � d6 R U Q) Z) LQL j (f) LQ LQ ci� ci� Q) N Q) w C) DATE 61412020 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 11=30' T-i uj (D uj n < LIJ > uj (D < o < Z 2: Lu ry uj < u- > 0 0,6 Lu r- (D 0 ::) z 0 L.0 croo ry r") (D 0 0 3: D 0 Ln JOB NO. 40919 SHEET NO. C4. 10 L P TC / d ✓ °� 449.79' I 77 P i / o / P d TC �448.62' P TS 448.68' 448.60' 0BS 449.0 t _ 445:60' �,,. r r Vim• . `- --- .' `_. __ _,. __ •.w., ._. ._ co BS 446.48' TS 48,3448.3 .4' p ' 448.99' 00 449.09m 44 7'-ti f �k9 TSB f t t f f4 J 10' ' TS 457.42' 434.00' \ _ w 45 BS TS 455.02' 454.92 BS BS \ 52.52' TS 52.42' TS 451.09' `` � TS. BS 'I- 451.09' 450 BS 449.92' r 439.10' \ TS- ,. 450.02' »_ _ _ -- - - --- - »-- - r 450,49' Tu _ _ __ --- 45 i BS � 1 � 452.31' p52 s \ 448.49' f` TC i TC 45135' ! 451.71' TC / / 1 452.57' TS 1 < ! _ _ _ ..._ _ _ 447BS - --\- 444.00, I ! TC TC ! .\ TS 451.91' 452.03' 1 452.46' ! _- 32 447 1 < 4P2.67' si n J .. 451 9' BS \„ \ 452.43' d / 444.98'- 11 Ll TS d d 444,81' I 450.98' r I FFE=452.55' d P FFE=452.65' I ! BS TS SAN - ' r SAN AN - ' --�'"f _' 442.47' 442.27' SAN P d BW / 453,,04' °'{ S RETAINING WAI L`" ' 9. - ' MAX HEIGHT r 2.9' FFE=45 .55' ,� I d d P> FFE=452.55' s e I , d 453.67' 452.43 f `- `- •_ .-- .__ .... ._ . _.._ ....,.. _.,.. _.. .. .,... -. `•-.... r '' ,r .--• ' ~' ^" / ! d "` ems^ ,•"` -. ,..• "" „- st ` All '� d SCALE V=10' 0 10' 20' 'a3'�� i q i �- la�t KEY PLAN 10/ 26/ 2020 M E 0 N OV N o > E w v E Q LL 1J 3 w o a, < Lmu Z w H _Sri O NO N CL zI1J ate+ � C� X U W v > ° 0Ln W W ~ oN 00 En M LU � U 4.0 F- j ui as O C7 0 �� ~ O O L N O > w O N w ~ �� �o z °1 " O H DATE 0� 61412020 O } DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT ® CHECKED BY C. SHIFFLETT • SCALE 1 "=10IL ' W (D J H 7 z W -i � Q W i1 Z 0�r) _! W m � W Q L.L O 0 W W � J W �-- W 0 0 0 i 0 JOB NO. 40919 SHEET NO. C4.11 438• l f f r � f l t � � d � r � �� �' Y J \' r '' � �' � � ,.�®° � �., s j �hh a'd ;a aa. a as as �aa i j I I t ! ! l '� ° f a / � r ,•. S� A s ,,a •'" 2��'�` S'a' a; a a ;a> a t , iff -. - - / t t gr r ,r• > � �, •. , 0I� 2612020 as i I p I tbrS� %' s` > ✓ i z' t� SCALE V=10' � / r r .� / J f l 7''�A/ ! ! f f / ,,✓ � e r 'r .r l r,,, </ 0 10' 20' al U _.. _- -• �� } { r ! 1 � I I � ( t J I l ! o f l jj� f r � r r r \ • r� � 'r, N c E ,, f, E KEY PLAN r r J d J J ! I J r r J' �1 f w - 41 # a (@ 3 a ff r t f 437 f J J !i JJ J l If t J r r ` t 0 LL 5 n O t ! J t 1 J J / t / t t / W W U co Z < -j co { J X iri O N O x (!) LU p (1 - I- { V> i° O W W I ! r J { / o N > 0 0 2 w U U I { { � f/ r r l 1 r r J J f ( 1 � -• _.. _., °" M � { { ! J 1 J r 1 I J H { { { { 436 { J c� a a 1 o O O JP"d N M a � 0 Q,� w O 1 f / a W w N N U - t z0 *ti c_n DATE !� > w/101, 61412020 435 { t { } J J /� J J i 4 N / I _ _ ._. _y _ DRAWN BY C. GAYNER _.I _ _.. DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT• SCALE 1 "=10' } w 1 1 TW - t t 434.67' \ / ` TW `a BW '� �, `x 435.72' p`39 I 1 } Z t 432.41' ` !G a� \ _. W _. _ _ } \ } W { °433.61' i \ �BW > Q- �, I f { } LLJ LUBW 4 431.07' IC !; Q d cb I 1 J J ( 1 LU Q V �, {C ,, � l LL.. iw r 432.89' l !� BW / 1 © k !C 434.30' �F TW �, ( � � LJJ L� f{ } BW {c IC BW { 436.38' ` I - - - l Z J 11 { {G 431.5 {G 1 033.61� # �00 B �t1 i J 1 J I j LJ uU CC } } d JI l W { 3 fui W J I I 433149' I ! / / �• 3 1 r TW RETAINING WA, L Q 1 RETAINING WALL t MAX HEIGHT -,3.1' s I t 435.54' 438.76' l I - t Jr R TAINING WALL t MAX HEIGHT - 3' 438.97' ! f BW f BW TW i , O �\ I s f MAXHEIGHT = 4.1' f / 439 } ! / I f 440.87' t 1445.24' 451 56 tt 1, !! RETAININ�3'WALL f TW s ITW BW RETAINING WALL I ! = .444.92' r 448.16' 448.48' f f w.. MAX HEIGHT = 2.2' I / / t� � } MAX HEIGHT 01' l � , 441.05 t Tw / 1 l I i l l l 444.79' / 44 i f BW BW TW d TW J I BW 1 f BW L _ , t- • 44.Q$' 448.03' 448.33451.37 f 439.57 s � / , 441.82' ' L , ' TW TW BS -1 l I ✓ 439.59BS 7 ] 44 ' 441.87' TS f TS - - 4.8 ' r 448.11' 439.65 '� BW jz / 1 } r{ I 1 ! 441.13', r 1.84' 445.11' t 448.35' r 451.35 r' .Ile { P 438.61' 439.07' 439.24;! J i BW Bw �--- TW B 439.66441:13' 44.79' r BW - T '448.33' TW �i 441.20' r fi 445.09; 448,03' s 451.30' 439.90, I I r r { \ r { J I RETAINING WALL r r r I r r t { I { 1 MAX HEIC�fIT = 0. ' TW ' d 3 Tw 444 92` BW I448.16'r f BW TW JOB NO. BW 445.24' (, r 448.48' 451.4q,3s- r r f l TS { I l -� 1 r442.50''° 40919 / 439.20' ! J s ✓ ' r I r / p ! l , 440 r r RETAINING WALL ' (RETAINING WALL-' s f SHEET NO. r' B t Il I � t 442 RETAINING WALL MAX HEIGHT =�-3� I MAX HEI T 3' r C4.12 438.14' J !! p .� � r S l l t f oMAX HEIGHT = 3 I r r V 1- 1 V z, <Cu ro `w m U T 9 a w M ai 0 N 0 N co N 0 0 0 a 0 EL ry c� z 0 w H w U 0 a ry _0 0 0 0 m rn 0 a J I i 1 I RETAINING WALL 2 A45 MAX HEIGHT = 0.3' / TW ✓ Tw + BW BW TW /� r ,456.97' / / 444,92 445.24' 1448.16' 448.48' 451.4 -- "'BWL / BW 454.11.11/442.50' j /yRETAINING WAALL ✓ J ! f \ 4 RETAINING WALL I TMFFEM=457.7-7. / MIIIIIIIIIIIIIIIII RETAINING WALL f MAX HEIGHT - 3' ' t t p d p�2 MAX HEIGHT =,3' ( ✓ r J r �' r r s^ y MAX HEIGHT = 3' / �' / � !k� .--°' ,'` ,. ' ✓ FFE= t t t t ! r �* / f RETAINING Wf Ts / MAX HEIGHT = / d p f / 439.71' r p > 39.1 ?' r BS d ` > ! TW - 439.21' r / J A41.89' r .r / / d BW \ ¢ / d d 441.15' y / j BW -- ✓ y TS / 441.15, TW- / r ! / 442.10' y gBS r RETAINING WALL 1° 9.97' / HEIGHT = 1' �' ( ✓ r ✓ /` 'r r RETAINING WALL ✓ ✓ ' r / ,+' ✓ , ' ! f j 455 MAX HEIGHT = 2.9' ✓ r y - + / ✓ z b ✓ r � -r° ✓ g ,vim"" •„.. ,,. ✓' .✓ BW d r y r d 55.23' M E 0 0 456 y ,�� rn 0 BW y N E 44?�88' ` r r, J r ✓ / % t rS - 457 456.50' - s r w _ uj 6 j r o , / SAN N . SAN . d °.' U a� Q TW J I d i ` J„ � ✓ � ✓ A 0 LL i n d 442.92' % ! J J l` /® , , 456 57 ✓° ✓+ ' wO ivr, ¢ J r I J > ! �J d , ' ' / 4 457.29' FFE=457.77' �FFl=457.77' J U N rn Z BW 443.12� ! r ! J > p� ! J / r" ✓ dy" o W N TW J ! f ✓ r ! P J / f r IN ! I J 1 / J/ # l RV457.65' r �' ' O �ti UU w 457.25' r 04 a� � � p Lri 0N > OO '457.02' e CL o # TC TC � EL # # # P 457, 22r 457.56' O O # # t ! ! // t p J r l { .,-BS ' r 4 6.79' r y a 4w t40.99' 454.65' � f ! i ✓ M 0 L t I i TS r ✓ O W W € ! # 457.28' / TC = (n VI ,457.07' y r � W W w t# € # ! # f J t( t / J t I i I -� /✓ ✓ y r 0 cC 457.25' ww N N 457.25" / / y > O O F- € € € 1 t t If { d Z t 1 f / r r A✓ Q \N / BS € € € # J Z \ 442.33' t t I J # P P i # 1 I i / / r/ r r U) DATE TS 442.82' t t t # 5 J . t #i # # { J1 1 € j d , ' > } t J I € S d r d y � 6/4/2020 o f f d r / r / y ✓ DRAWN BY i i � 1 t t t t J 1 { r d / d d/ 45g C. GAYNER / DESIGNED BY t } } 1 443.01' t B I RETAINING WALL �} } 1 ! 4 3.12' J 1MAX HEIGHT =2.4' Bw t t t > r / s' C, SHIFFLETT t � t } ! J TS t 443.12' ! 443.59' t t � } ! t J\ l W t J ! t t t i t d j' rd /r � 445.60' J J { 1 / t i ! t pl ! / r d CHECKED BY BW TW t J t I J t 1 t t j d , _ __ ,�' • C. SHIFFLETT 443.017' �' 445.64' t t f t / } { # t J 8W SCALE 443.46' by J 443. \ �- d I d t f 1 1 / ! ! !a > r < ,t' µw r 1 10 T�1/ � t t J BW ' 4 5.64' 445,6 r t p J JJ 443.85' J TW TS f 447 J t t ! 1 1 t r J d J / 445.70' 445.62' t r r • y tt � t It t t t RE AINING WALL / J t t MA HEIGHT = �L.2' t , J J J t ! ! t ! f ✓ ' t 1 J tB TS � t J t I / ! ° f d 459.25' / / / / tf t ! tt LU 444.8 \ 445.8T !k� tJ ! t ! > / 459.25' d d / / J t t tt l /t t BS � 444.75' tJ / /! r t r� t ! J p f � TS ! d j r d r✓ J t t d 1 459.27' 1 J t ! J tJ 1 I ® !t t t f TW TYV r J � !! r p t r BS d J p d p t ✓ t 1 t 46.14' 4t46.79' / J f j 456.54' J t I d t J J t> t 1 pc d r d I tJ J /t / t1 Jl Lo 44623' P �pJ J If / 1j t tt J 1 TS f f / J / t t J 46.27' p j d ° �f /> J t 1 t J J BS f r / -J / / z l / / p p i t f 1 t t 1 J 445/65' ° ` f f BS TW ! / > j ! /+° / 0 457.92' p d 459.25' 447.50' j �_ p p d TS I pd dd > arr 458.92' A/ dp tf W J J I f J t d f f p r L1 l j / / i J JJ If ! RET°AININGWAt� j ,, !/ J J r ,�" //r r' r /,�/ d � > 1 Jt 11 /Jt t !! MAX HEIGHT.8' /! / r r J 448.rZ ' °� p p! ° ,r' , / / / / f r r / /ILd r J Z d > ,BS TS /f' r ! r d o / r r r Q - J 446.77' 449.8 , r p d ' / f / Q Q TS TS f TS 53.07' r d ! r d ' r r r LU ���// 448.27' S 451.47' ! BS j s ! r r-- - _l /' / m Li_ t / - 0.58' 460. 7' p p J 448.3 gg > 453.17' r % r /' r o Q r tt J Jt t ! ! p > J p p r BSA BS 451.57' r 454 r !o r ` / -�- / / r U- I % ! g Bs ! r I / /> o r) 1 1 J I ° ! ! d 449. 7 J J } 1 JJ J /d p p , r Ts r r d , I r/ d '( t W � LLI z g57.87' J t f J ! f t / BW 1 ! / td ,/ r d O t J t 450.59' °\ I J 1 / d r U LU I-- J 460.70' W 60.81' /j Q ! t J \/- j - 1J { JJ dJ r / 1 j ! j' BW 452.90' TW p' J ' ! / Lo J t a f \ Jf t t 1 t d ! /✓ 457.50' P J J 1 j RETAINING! J B J tJ J J f t WALL MAX HEIGHT/= J � j �•� ........... Bw 1452.52' t 452.52 1 t t r tLo t 11 / !�Lo 1 I t t t If � % APO / / I � � 1l t tr SCALE 1"=10' JOB No. tt tP ItIt ►� tt r { 3OEM 10' 20' 40919 SHEET NO. SAN rl ,tt J� ,JI tt 11 tl i }} KEY PLAN i C4. 13 I L VIC1(�23t12d r;� 41J./.1 .J.��. t i t b-.. ..... . ..... ; / SCALE 1 -30' 30' 60' F f{ KEY PLAN 0 W� ' _. :. -... _. ,9 dip !t t-� ] px L t p p i t-y .. ..... _.... _.._ f {E3. Gf.'✓e' ;,J &,. ;t�T�95✓T fP'3dJf�h �v�Yx..+', 7ATEROUTE631 RI , S#•JPG ROAD OLD LCH ..... / ROU / / / {{ 5 .,......�_ �s .. -- , . 4 <'kkk k k F F4 k44kk k 4.... 4 F F4 iF4k4�4"ti�{4k k�kkkt k k4444k4kkk444 4 k 4ktIF Ikl � kk k k44k44kk 4k �44kk FE k kkk kkkk l4 4444: �� k 4 k 4 FF k4 kkkk 1 kF 444 4 f� k 4444 C kkk k 14 kk < �kk:F 4 f% ...... .. ... _. .... ... k. �.:, k4{:', f F kf f ,. t Fk , '..ki9 FF 4 4kkk4 F 4 4 4 F 4 4 k "::. F 44 44 ! k. k4k F4 44 k 44.., y .44f S4 i 4 k k4,'ikkk t t 4F k kk,. 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Irv,_..._.✓ -I i-1`.�'�•�• ._. ,...._ .'.,lJf i / »"^...'«^ »-«._..�. �✓ri«µ �_ ._,m .....» �,+^ s.'•„-"'"...,! ». -."y '.. ✓•-"�,�'." .^.. ,..'^"^+„ y.^^..,._„„`\, \-0,.•+`i >.... '"`.-,-^^•.. ... ., '...A..,� `b if / J .i mot( - Y S �l "•.^r f k F Fi r 4 4 k h/ 'l✓ V .+• '^.. `" ..a ..--._.......�• Y �� •.»., w,.. � £ r" { 4 4 P . �'^'"''�•., L"J \ yy'' /�.�^� ^.� /"p^' ..,.•„..._.-. ...v._•-. �� ...`. .. - .»..« F 4F F k FFk 1� L 44 R ]wry ,�..•� _.,_.•,_ - -^- C�t-f�'�."�"' �� -"' TTT �...e„, �� .,.+•^...,.. �.""...h �_«. ...,...-_ ......... - .... �I fT.......,...,_._ � «,..-...�r _�. F k 4 C � FF FF 4F 4 ..�. ...............- ! `f ...�o. i- �.T - Lo k olip Lo /J'��-� ..wW..._- •..... 5..6t'fY."....•_-w.,,._ •w. '.^...,...w,. - C {k k k�k�Y kf4`kE f ! k k k, EkVF Vkty. �7i --� ilk OFIP - `.•,m..- ^"" ._... w 'q�-�., n 4 F l4bFk l�))//Q((4k4F4k 44F4kfkk k Fkf kk44 kF kk MANAGEDSTEEP t'•Q -'_ OH-' SLOPES 20'PUBLIC DRAINAGE TYPICAL EASEMENT, kk4kk4kk4kn44lk444k4�{44tkkg4f4k k klk c TYP. ,tk 1, 4 k kkkkk k kk kkkktkk ` - 20' PUBLIC DRAINAGE HICKORY STREET CL kkkkkkkkkk "-_ EASEMENT, TYP. CURVE 1 C - `G}{ ., f F kk 4 F F£ 4 If 4�4 � .,J{ /f' •w««w N. O 1 11 A - 14 02 30 ` I R = 604.00 1 k44�kY4444 �t � k4p4� ;kkkkk ` 4 ` •�. R604 T = 74.39 ;1 I4k14L k k kkk k� kktkkk;„� L = 148.03 ; Ik k kkkkk kkkkkk { C = 147.66 -� i y f f V F F k k k • PC - 10+09.12 ` `kk4 tF kk4 ki Yk 1,4.F; PI_ - 10+83.51 / /444kkkkk{ pq kk k4kk4j ikk k44 � k FC k k 4 k lk� PT = 11 +57.15 5' kkkkkk 4k S f k I4 kk kkkk 6 ' k ilii44kk4k 3'k`E Ek kk ; ` LANTI N G k STRIP PARCEL. 09000-00-00-001110 SOUTHWO D CHAR OI'iESVILLE L LC NEIGHE'ORHOOD MODEL DISTRICT OB, 3.37 PG. 06e3 V 74 S HORIZON ROAD CL CURVE A = 15°41'42" R = 233.00 T = 32.11 L = 63.83 C = 63.63 PC = 15+15.79 PI = 15+47.90 PT = 15+79.61 4 _F k .Fi��x FF kk4 lk kkk kt',_ FF(k{F kk4 k l 4kk ���0 •(/ ,,, Ft4 1 k k 4 k 4ki:t (kS�kFC S f kk k:k 4 4� kkk{44I ll S.t k€ F kkf £kkkk k4 C44 fF k -%a�J ` 4 � �-E(FkkFyF F.kGFFF.F 44kkkk� tk�l fk4 Z F k 1;4, e4u F / �08/�4kykkk4t�k elk 1 k kkkkk kF�4....... kkk 4kLk lk kk Ik k kk4'�44k4k k4klk 4k4kki k I k k k 4 k k k k kt k k k 4 4kk F k k ° V � k y :k f44kk4kk4444 4 k� §aFlkk � k kkk 4 k4k 4` �k kkkkkk k4k k k 4 k kkk kkkkkkkkkk�k k� kk4{rkkk I k kkkkkkkk4kkk 4 kkk k k -: - 4 F 4 kk4 k �`Flkkt�Ekk kkk k k k4�kk {i kVNk k k k k k kkkkk Fkk k�f k k k� 4` kk� k kkf kfk k k k k�k� k . k kk4 �k k�l { k ik kkk kkkkkkkk k k Elkk kltt(k� �� `kkk ��k� kkk kF kkkk V f� kk k44kk kkk I F i.iFFkF k kkk F 4 IkFI AIDINGN44 E M E NT • V ®�k C %FkkFFkF 4k44k44k4k1 kkkY k kk 4 k 4kkk4 4 4 r q q k l k k k{', ':4F�4Gtk� IkI (s v y HORIZON ROAD CL CURVE 4� 233 89' S31 °19'26' 5-4 A = 17°56'09" R = 233.00 T = 36.77 L = 72.94 C = 72.64 'PC = 12+08.96,,,� PI = I3 PT = 12+81.89 3 HORIZON ROAD CL CURVE A = 21 °28'45" R = 267.00 T = 50.64 L = 100.09 C = 99.51 PC = 10+99.50 PI = 11+50.14 PT = 11+99.60 v V v' ° 4kk k kkkk k k ° �k .kk, lki kkk k kkkkk k k f E S�3 4 4 4 kI t k k kV�k kkkk t �I41 {kEkE4�kk;F�;!I�k Ef kkk`` F BIKE45' CONCRETE rk4k kkkk �kkkl< F `" LANE SIDEWALK k k kfk k V Vj 1 FF kk k k t / � F t 4 (/ 44 kkkk kk4 F i k 4 kkk V d 4kk k4b} k kkFi 4 4 �kk{ I k4k kkkk k 4 t4�'14k54 Ft F k4k k����` • f k kk4 � kk4 yy �G�C�kt - k kkkk F AC k4 4 ➢g4 c1 t14 kk �{ 4 kkti ° C}• (� A 444+ k kFktf fkkkf Fkk kkk kkkk4kk kkk kk 1 } k k kk4 kkk k ( i kk Ikk b�kkkf kkkk4kk kkk kIk C 1 k { ' i ) it fk k�VV'f f kt4 /Ifl kVkk 6 kkkkkkkk kk k ' Fk:h v f J k k `r4 3 F 4�k4 '4•` . kf Y fk 4kk kF V ppk.F. - I 4 F� k � l'4k4 F 4444 Q CSFkk F k k � � k44kk kkkkkk 4 kN ° t 1 F Fk k �� F k4�Ck k4 444 4444yCk llfff kk�'� �444k f 4 ��k 4� �y _ r q o4 k rr lFr i ttq 4cc{ 4pk{ 1 kIk tk fL4 FS (L/ k�kktyk Ikkkk k kkkr 11(( kkk !'�Oi �i0 kk kk ilk < k4k kk7 � tom. V 4t r i k�• F k b F �C GOk< FCk4S c 2 1 F �t 4kk k � {{k 44 k4 44444C�i f F k4 4kkk4 k FFk kt 4 44 kk4'. ° I F F4 k4 4k4k4k4i � k ,kj, qq F 4�4tk4 4 �kEk F kd F: k 4 4kkk4 42 4 c k k `< kk 4 4 4 q Sk 1 F 4 kkkkkk 4{ k k14 F- kkk�t k k t (1(��Ikk�� kfk k kkk' k k f f kkk I � 4�Y�t �k k f kkk kk kk f > 2v � (kkk l� k k kk € f f kkf k kkkk fF F 20' PUBLIC DRAINAGE EASEMENT TYP. 4 4kk k F 4 e 4 k4,d ' °�� � M14444k � c kkkk kbklk� k 4kkk4 - 4 � 4i 4k4ck ck f4 k 4� {kkkk YY yE k kkkkkk kkk�k�l t4k� t t44kkk�k kkkkk k� `��:. kkkkkk k 4 kkk k ` /k4`p kk� kk k .20' PUBLIC DRAINAGE k k V itk EASEMENT, TYP. 10, N./'• k F �� k4k kk}}S i kkkkk k k Fk. k kkk ,kkkkk it kkk.. O R233' ] r A GRADING D !',°, � EASEMENT � �� BEECH o 4 � " .... / � .._.,..._ _•._ r- _✓- _- y , ! -•�«,° a, �. ��u« ..�".,: � _... _ . i _..�� _ urn r u� r uG r- _ A 4k4k414 4F 99 50' 4k4k4ckSk S34052'03"W GRADING EASEMENT 100, 20' ACSA - EASEMENT 0 10/26/2020 M E O p V N � N E w a E Q Lu 0 3 w �w0 r� Q J U CO W H -� W cc:), Nrn d z� Itn SOcnQ w c = N LZ r o 4 N N � s... M a� Co J 0 2 J F- 0 w w 2 U Q z 0 ZD 0 z 0 a V V) w LL 1'� LL r ozz W W Lu Z Z O O Q Q, 2 Qw ci ci oC3 N N w N � O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=30' W (D 1 z ui w z 0 w n m W Q >00 WL. L z O W C) O O 3: O V) JOB NO. 40919 SHEET NO. C5.00 L V« IiI G5(Cv cl) C) IN C) Q 00 0 -a cm 0 Y) 0 :5: cl) C2 io 0 0 0 A/A 0 0 0 a 0 0 0 FA 0 44 po 0 0 0 0 HORIZON ROAD CL CURVE A = 57'25'461, R = 277.00 T = 151.75 L = 277.65 'fir 0 C = 266.17 0 \PC = 17+20.93 PI = 18+72.67 0 a PT 19+98.57 20'PUBLIC DRAINAGE .. . .. ... ... EASEMENT, TYP. 2 7�' 0 51 ...... ...... .. �j m ro ......... . t MK� H s ON.. ........ C) C) . . ......... ....... . . .. N < 't �uc y, "oo", E �M N 1� _---q - I V . i .. Lu uj aj -1; 0(�( M 0 LL. r, LU %J Lu < U 00 z GRADING 0 ti EASEMENT CS, 1-4 MM wi a- Lu 'N, 20'PUBLIC DRAINAGE u 4f 3: 0 (A x V) M q V�l' 2� -4 Lu EASEMENT, TYP. 0 w 6 cl (f i 0 1�21 N %D Z < LLJ Lw > 0 Ln 17- OF CA 0 0 u u 2 0' A 6-8-A 00 -j C) LLJ EASEMEN" M X. 0 LQLj LQLj 0 Q9 uj w 0 0-1 J-� 0 0 Q) IN, w Q) > Ill uj rN 00 "N' uv u 0 < i�'r -g MET, zz ��t' 0 0 DATE I �� 5 1 R I DRAINAGE 61412020 z:) 1� �N EASEMENT, 0 DRAWN BY GRADING TYP. 000l �z r,?i 0 EASEMENT C. GA YNER 0 R599' 4" SANITARY DESIGNED BY 0 AIL LATERAL RIP f UFFE�V (TYP.) C. SHIFFLETT OAD CL OHP- CURVO 6 CHECKED BY A= 20'31'58" r 0 R = 599.00 '1000 C. SHIFFLETT' T = 108.49 Q( H/ ol SCALE L = 214.66 C = 213.51 1 "=30' 0 PC = 22+37.27 15'PRIVATE SANITARY N-v PI 23+45.76 ER LATERAL PT 24+51.93 -,g'K EASEMENT (TYP.) 0 c, OA 0 -cv 0 20'--� -oi'b LYN OUTE 531 10'PRIVATE 5 STAT6 R -1 M) 11 6� G Rllpl VVID 0 DRAINAGE S YGAI IVIORE (vARYiN 0 --.EASEMENT 6 1 32.5'STORMWATER FACILITY Lu EASEMENT P.0-11��4��'�t'�'�I 0 0�tWN ., , " �l "I - L r e-- GRADING p-PIP-1 HORIZON ROAD UL PR EASEMENT 44APLE ESERVED CURVE STEEP SLOPES u (TYPICAL) 0 -5716" �i� 10'PRIVATE T 103.54 UG R 401.00 DRAINAGE ....... .... . EASEMENT STREAMBlJFr-Fr.,--2 L 202.65 C 200.50 R4Q`I� V 20'PUBLIC DRAINAGE CARDINAL HILL LANE CL':: PC 24+51.93 GE EASEMENT, TYP. CU RVE PI 25+55.46 Lu PT 26+54.58 -A 21034'40' S I G H T - 7. < R = 218. 00 DISTANCE lr�N, I I Oltlt,ll"i""t,�, �,T = 41.54 EASEMENT 6' Q r) Lu t�c , - " .............. PLANTING L = 82.10 a. 777,,C 81.62 �qi R5'j I Lu STRIP �r-�, - 1 V-r54.99771-,,7-���� "ol Ilk RPu Lu 1-1 101-96 54 P� 11 +37.09 Lu < 2� �l 20'ACSA EASEMENT ACSA R218' LL EASEMENT 0 0 ry uj 6'PLANTING 10'PRIVATE 0 U(3p -U(3p STRIP "N 4r,N� DRAINAGE "I . .."ll 5' EASEMENT u M, CONCRETE uj SIDEWALK HORIZON ROAD CL w- CURVE ::U8 WH R TON DAill VE 8 A 22'25'28" 107.66" '0� R 399.00 4,1 ).09 n� 6 . . . 10'PRIVATE L 156.1 R399 DRAINAGE N 7 PI 27+33.67 PT 28+10 73 VC 26+54.58 EASEMENT 9L T "noo, Z z WWII IN R -50' 20'PRIVATE 4 '1� 49,88'-n pt ACCESS LZ EASEMENT -40' SAN Ei hu 6'PLANTING r-r,w .1 1 ) I . .......... 10.45' ... . ...... . ..... 40' ---��TRIP 5'CO CRETE 6! w �M SIDEWALK JOB NO. 21 �,>l (0 L6 4�B�� SCALE I"=30' 40919 0 N, S . .. ..... HEET NO. 30, 60' C5. �EY PLAN 1 11 UN L 1 01 L VK- t(,17�31Z Ir L mwmw SCALE I"=40' 4'0' �0, zz Z Z zz . .... .. . ... .. . .... .... ... .. ... .. N T- 4LZ . .... Z A % w 6 OLD L STATCE RO� A X[E 01 N RG I 50 7/8 X -615 20+ SIGHT DISTANCE 'SIGHT DISTANCE RIGHT '8+50 �20+--GCL mom nib* 1 LEFT - 50�1 19+00 1-9+50 mom - M� -1 18+00 ),Q+50 11+00 11 +5Q 124�00 17+50 -loom - M, "14+00 u mil- -Mffmm* 12+50k --.- . ..1�11a+oo\++ \ - On=, 13+50 -1 V 71M 14+50 15+50 ajimi- ----- — — — — — — 7�--- 77�- Oh . ......... oHr— If 019 Nj w 500. Cy) . ...... .. . . 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 HICKORY STREET TO OLD LYNCHBURG ROAD SIGHT DISTANCE PROFILE. HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 zu+uu Z'1 +uu zz+uu 5 0 50 PROFILE SCALE 1012612020 cm E 0 0 E E U-1 Lu U. 0 LL L. fl� Lu 0 _j Lu M _j U co CL J Lrj Lu 1.4 > S rq (D Lu B mt 73 0 V) 73 U) :E Lf) Lri 0 V) co -j C) ko �- V) 0 0 F- 0 Lu Lu u 0 U) 0 0 2 z 0 u U) LL1 0 ,-, w w U) Lu u UQ4 LQLJ (f) (f) LQ U-j (4 cc� < LL, DATE 61412020 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN T-I Lu (D U) w uj < o 57 > r) OF W Lu co (-) Lij Z LL > 0 Lu r U) Z n Z) C) 0 u F- u.j c� (D r) 0 0 D 0 U) JOB NO. 40919 SHEET NO. C5.03 2- 2 tf ca CL 0 2 0 s_- -0 (L 0 2 CL z (D 0 :2 :2 0 r a) ca En rz 0- 0 D 0 0 r= z V) 0 (n 2 CL x p o a) CL !s 0 a) ih co cn X a) .0 a) E 0 U) .2 2 cu in V) CL a) (n (D , 1, ff /, '? �,-7 ii I I I c- ";f C�o U L `' C�Jt 6-4/ _0 0 0 0 C) :5t L -No 'N y 4 /Q) N, io /S gALE T'=40' 'N N , co 40' ?>x 0i N� N Lp \0 NN\ y0o, 77 v c\j —1450., N, RDE -�v wo F — I J. 4fo'U— r 4 4'4 V, ILI. ISCALE ji"=40' CIV 180' Flu-4---q 4 R5 I HEIGHT OF OBJECT 3.5' 460 460 455 455 450 PROPOSED GRADE 450 HEIGHT OF EYE 3.5 445 445 HEIGHT OF OBJECT 3.5' 440 440 \AO -�O S9 435 435 EXISTING GRADE 430 430 425 425 420 420 9+50 10+00 11+00 12+00 13+00 14+00 15+00 FUTURE ROAD TO WARDELL CREST SIGHT DISTANCE HORIZ SCALE: I"=50' VERT SCALE: 1"=5 16+00 5 0 50 PROFILE SCALE AAn 4sn 475 475 EIGHT OF 470 OBJECT= 3.5' HEIGHT OF 470 465 EYE = 3.5' ?'0 804 465 -�Alo 460 460 PROPOSED 455 455 EXISTING 450 450 445 445 440 440 435 435 9+50 10+00 11+00 12+00 �kRDINAL HILL LANE TO WARDELL CREST SIGHT DISTANCE PROFIL HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 50 PROFILE SCALE m E k-j 0 0 E E uj LU V U. uj CL Lu a- c) U uj 0 x -i > 'an, V) C 0- co -j 0 m (D Z) 0 F- 0 w u 0 0 z 0 u V) Lu Lu: d, , 5 Lu C, LLJ Lil LLI LLI Lu Q) < CNI DATE 61412020 C. GA YNER DESIGNED BY C. SHIFFLETI- C. SHIFFLE7T SCALE ASSHOWN T--1 uj (D F- U) 7p W -i Lu L-L > 0 Ld ry 0 W Lu C) Z Lu < LL > 0 U) LLJ z r) Z:) Q 0 u Lu c/) 0 0 3: r I-- Z) 0 (f) JOB NO, 40919 SHEET NO. C5.06 U tc ( (f �� -71'(6c 'N — — — — — — "N N, I / N, 14 N, NN 'N % M 'N 'N 'N 'N N, N, 'N 'NN N, o cp 4, I %, 'I N NN 'N N "N < N "N NN 5. > SCALE 1"=40' �7 'N . N SCALE 1"=40' 'N 0 4 bu, N, 'N NN 4'0 80, 'N N 'N NN -.4 NN 4 460 "N N, —7 F_ N, �rj IN —444 `4 14 --1 1' 7- CA\ROIN� L IL EF 00 CARDI AL Hill L ANE jIGHT f A. i-- 45 1 A I// mwmm� "' to,, '441, N, �44 — - I I . . ....................... .......... —443-4-L- __4 _J -T — 42 44 N" 1 L .j -4 .......... NN N, 'N 7 . . ... . ....... .. m ..... X \NNN kA jr 0 ___V: N, NN 459 '7� N, W NN NNN r -n V. Nk NN 47n A-M 465 HEIGHT OF OBJECT = 3.57 465 EIGHT OF EYE 3.5' 460 EIGHT OF SDR 23' 460 OBJECT 3.5' 455 PROPOSED 455 .5v; GRADE --- 450 450 445 445 EXISTING GRADE 440 440 +50 10+00 11+00 12+00 13+00 14+00 15+00 TOWNHOUSE PARKING TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE HORIZ SCALE: I"=50' VERT SCALE: 1 "=5 D 5 0 50 PROFILE SCALE 465 r-HEIGHT OF OBJECT 3.5' 460 460 455 455 - �2ao, HEIGHT OF EYE 3.5�- HEIGHT OF 450 OBJECT 3.5'--) 450 94' 445 445 EXISTING GRADE PROPOSED 440 GRADE- 440 435 435 9+50 10+00 11+00 12+00 13+00 14+00 1 PRIVATE ALLEY TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE HORIZ SCALE: I"=50' VERT SCALE: 1 "=5 PF Al L 47n PA wal r-,HEIGHT OF OBJECT 3.5' EIGHT OF 465 EYE 3.5' 465 460 460 PROPOSED GRADE HEIGHT OF OBJECT 3.5' 455 455 450 450 EXISTING GRADE 445 445 440 440 01 9+50 10+00 11+00 12+00 13+00 13+50 CONDO PARKING TO WARDELL CREST SIGHT DISTANCE PROFILE 0 50 PROFILE SCALE HORIZ SCALE: I"=50' VERT SCALE: 1 "=5 5 0 50 PROFILE SCALE 1 12612020 E o 0 LU LU :r < o < U-J, 83 P1 p ;3: 0 x U) > C cn f3� -t Go _j C) Lu 0 x (D D 0 LU u 0 0 z 0 u U) LU LU LL. UQ4 84 L14 LLI Cz Q� C3 (� r,q Q) r14 ,Z3 LLJ Q r,4 DATE 61412020 DRAWN BY C. GA YNER DESIGNEC C. SHIFFLETT' CHECKED BY C. SHIFFLETT SCALE ASSHOWN T__1 LU (D ui, _j - LU [Z > 0 Ld n, r) 0 L.Li uj C) LLJ < Z LL > 0 LU U) 2! C) 0 u Uj JOB NO. 40919 SHEET NO. C5.07 Vic fl/� 3�00 WATER OUANTITY ANALYSIS POINT I co IN co c) co 0 0 0- CD z F- z z 0 C) co 0 e I> ItII7i (I I I4 IPROP, IIIIIIIIII9 IIIIvil 7'w fFIJI jr ON Iit IlII-PRE -DEVELOPED ONSITE' 01 low IIDRAINAGE AREA,��%." ITOTAL: 15.63 AIC if I20' FJ 0"I T, ID. TURF: 0.00 AC Jp. 148D. WOODS: 15,11 0 AC R VIISA IMPERVIOUS: 0.53 AC IA111E r ItCN 6 ja Tc 6. I Itx Ifill, I IIu P/ Ill fit IIf t0/0.0 o I/ 6 I456 I-p . ......... IIgo 7 'y �j fill// v- vv, j/1 o fo* IIIIPR DRAINAGE AREA i IIITOTAL- 1 47 AC Ifl I�kw v 9'/� IMPERVIOUS: 0.53 AC ITURR 0 00 AC ICN 74 Tc 6. 0 I% I f , Y/ WOODS: 0.94 AC ;1111111C II0 I'RE-D 0 IIt i,if FM /it I7 II7 IIIf . ..... GE AREA 3 IDRAINA TOTAL: 8.48 AC II_'!IMPERVIOUS: 1.96 AC Y,// --y TURF: 6.52 AC CN = 70 IMPERVIOUS: 0. 1 8 Tc = 6.0 IDRAINAGE AREA 4 ITOTAL: 1.06 AC WOODS: 0.00 AC IITURF: 0.62 AC 'WOODS: 0.26 AC fTj ICN 67 jr 4,50,- l/j Tc 6.0 IIA? lei' 11 f IIIISA 20' j4iTER&1F- ESMr 102, � P, J`48 D. 150 Ir-%I\L-r\ I Lj All I5 DRAINAGE AREA 11AAL TOTAL: 0.27 AC TOTAL: 1.47 AC w- IMPERVIOUS: 0.53 AC TURF: 0.00 A(; IMPERVIOUS: 0.06 AC C TURF: 0.18 A -'WOODS: 0.94 AC WOODS: 0. 04 AC '990v I4V ICN 74 J ry C N 6 9 I6. 0 IITc 6.0- IIiI0 Ik Iu- j thly IA 7 y IIIIZ, III DRAINAGE AREA 1A TOTAL: 4.39 AC IMPERVIOUS: 2.5b AU IICN 82, DRAINAGE AREA 2 TURF' 1 43 AC t WOODS: 0.41 AC :1y, 6 0 TOTAL: 1.69 AC -;p -F�z Tc 4 AC IMPERVIOUS: 1.0 IIZF: 0.64 AC,' AllIlift WOODS: 0.01 AC C N 8 4 IlIf0 Tc 6.0 Po -DEVELO ST I7 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED PRE AREA I (ONSITE) AREA = 15.63 ACRES IMPERVIOUS = 0.53 AC. MANAGED TURF = 0.00 AC. WOODED= 15.10 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 7.87 0.428 1 0 YEAR 46.44 PRE AREA 2 (OFFSITE) AREA = 1.47 ACRES IMPERVIOUS = 0.53 AC. MANAGED TURF = 0.00 AC. WOODED = 0.94 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) I YEAR 2.37 0.104 I 0 YEAR 7.17 DRAINAGE AREA ANALYSIS (POST -DEVELOPED POST AREA 1A TO BIORETENTION I (ONSITE, DETAINED) AREA = 4.68 ACRES IMPERVIOUS = 2.71 AC. MANAGED TURF = 1.51 AC. WOODED = 0.46 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) I YEAR 11.45 0.508 10 YEAR 28.38 POST AREA I B TO BIORETENTION I (OFFSITE, DETAINED) AREA= 1.47 ACRES IMPERVIOUS = 0.53 AC. MANAGED TURF = 0.00 AC. WOODED = 0.94 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) I YEAR 2.37 0.104 10 YEAR 7.17 POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED) AREA = 1.69 ACRES IMPERVIOUS = 1.04 AC. MANAGED TURF = 0.64 AC. WOODED = 0.01 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) I YEAR 4.53 0.202 1 0 YEAR 10.72 POST AREA 3 TO STORAGE PIPE (ONSITE, DETAINED) AREA = 8.48 ACRES IMPERVIOUS = 1.96 AC. MANAGED TURF = 6.52 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) I YEAR 10.47 0.466 10 YEAR 36.22 POST AREA 4 (ONSITE, UNDETAINED) AREA= 1.06 ACRES IMPERVIOUS = 0.1 8 AC. MANAGED TURF = 0.62 AC. WOODED = 0.26 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) I YEAR 1.03 0.047 10 YEAR 4.09 POST AREA 5 (ONSITE, UNDETAINED) AREA = 0.28 ACRES IMPERVIOUS = 0.06 AC. MANAGED TURF = 0.18 AC. WOODED = 0.04 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 0.32 0.014 1 0 YEAR 1.17 COMBINED FLOW AT ANALYSIS POINT I Q (CFS) 1 YEAR 10.18 1 0 YEAR 53.64 FLOW THROUGH BIORETENTION 1 Q (CFS) 1 YEAR 1.88 1 0 YEAR 34.62 FLOW THROUGH BIORETENTION 2 Q (CFS) I YEAR 0.32 10 YEAR - 10.53 FLOW THROUGH STORAGE PIPE Q (CFS) I YEAR 2.22 1 0 YEAR 36.07 COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) 1 YEAR 4.30 1 0 YEAR 86.40 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED :5 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + QPRE-DEVELOPED OFFSITE QMAX (1 -YR) :5 0.80*(7.87 * 0.428AC-FT) / (0.508 + 0.202 + 0.466 + 0.047 + 0.014)AC-FT + (2.37) = 4.55 CFS Q(1-YR) POST -DEVELOPED = 4.30 CFS OK STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE (3) ROADWAYS, A RESIDENTAIL COMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING. ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF TWO BIORETENTION BASINS AND ONE UNDERGROUND STORAGE PIPE. 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. STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF TWO BIORETENTION BASINS AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS. NOTE THAT ALL STORM DRAIN, STORMWATER QUALITY, AND STORMWATER QUANTITY CALCULATIONS INCLUDE A TOTAL OF 1.10 AC ADDITIONAL IMPERVIOUS AREA (NOT SHOWN ON THESE PLANS) IN LOTS 1, 2, 6, 7, 24, 33, 35, 36, AND 39 FOR FUTURE DEVELOPMENT. 1012612020 m E 0 0 E E < 0 u. -2 III 0 ;6 a, Lu < - j 6 a- J -ui w ce CL V, u uj z � - dn 0 x 71 V) 11.0 In in CL co -j C) w 110 �- 0 0 UJI Lu u 0 V) 0 9 0 z 0 u U) w 0 81 L14 1.1.1 uj 0 DATE 61412020 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT' SCALE 111=60' T--i ui (D z z Lu w > :E Lu W L.L -j ILL (D 0 2<-: < uj Z LIJ < LL > 0 r LIJ u.j o 0 < Lu u 3: cy. 0 0 F- 0 U) 0 JOB NO. 40919 SHEET NO. C6. 00 vr Urz-YZ6 TW ELEV. 415.00 BASKET EDGE 24" LONG EPDXY COATED #4 REBAR BW ELEV. 41 24" c 12' EMBED 8" Al STONE FILL RIPRAP-LINED PRE-TREATMENT CELL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #1 NO SCALE 24" TW ELEV. 431.91 24" LONG EPDXY C r-1 1 � I �11" I I GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2) NO SCALE :_NT TOP OF 66" STORAGE PIPE ELEV. = 418.70' '710 YEAR WSE �1_8.yi �_ - TOP OF WEIR PLATE 416.50' '7� YEAR WSE 471_6._4_8�_ - STEEL PLATE ELEV. 413.20' 7" ORIFICE WITH TRASH RACK INV 413.20' UNDERGROUND CMP WEIR PLATE SECTION DETAIL - SWM A NO SCALE C ?i4-ev ;1� 4, All b 0 0 _VD0T,31GHT DISTANCE MANAGED C) STEEP SLOPES E',4SEMENT 0 (TYPICAL) 0 0 0 0 + 0 4Q A�, 0 a _i7T i'D All i "N STREAM BUFFERJ 0 00D PLAIN I I n 1_�, 7�7\1 FL 100 0 CONSERVAT10NAREA L o/ RALL OVE PMENT AREA 7 % DEVELO TOTAL AREA 15.70 AC z IMPERVIOUS 6.30 AC PERVIOUS 9.40 AC In E) 46-ofll� k1j r 1 'LX v < x u a-rl V E) 0 (j % 'BIORETENTION #1 IF w - �_ a 4— " fm A� V 'j,j'j,,j r� f,�, Vo V A z v PARCEL 090A 1-00-00-001DO DRAINAGE AREA A 17/v v v v v v 1", v v �,M ��e SOUT;*1100D CI-1ARLOTTES1111 LE LLG BIORETENTION #1 IN v v v %, R2 RE,9004TIAL np q,77r, pr. nrq TOTAL = 4.39 AC v v 7 7 7 `V '7 N7 '37 Ie v v %,l V V7 V v I 'v "y" W-0 17 v 'v 'v b . .......... . PERVIOUS = 2.55 AC N� �'A V"? V� V `V , 7 .11.1y _11 I 1hADr=P\/1r)HQ = I AA Ar. A, �7 V V `V I yl ',',7 1Y V V �7 IV 1�71 �()V%- 0 i �_Is - o 1�1 -IL -11 4, 1 z IF FILTER AREA REQ. 3,669 SF �i)OPENISPAQF,, ly v x�, ;, vy V, VA R EA �E 6. a7 A C' V v -,,y v T7 qi-w AREA PROVIDED 3,809 SF U-1 I f"It 17 11 '7 17 1? sc E L-1 �v -7 _1410/ I '117 1? rl- v i 91-1 vi Wlirxf v 'v "v v - v el / �', Z n �V IV v V ii7,ty It"17-v V V 17 V 17 TYSIN-VA. v v V, .7 V V ,f V V V I;y'�, V v v v v v v v v v 'v -v v "iz 'q , `7 17 , " N7,q V V ,v v v v �u q\" Z 7 v 9 v v v - -",\ -q V v v 17 v v �7 t� �zj I 7 V V V `V V 17 17 '7 V, V, '7"q 0 IT17, I',- F, �`V '17 V7�kry vv'v 17 r7 17 "1 7 117 ,jy " e, , ., l v 41W A* 0 V 77-, "'L v v w v, iy ,,, v v :IV " I, ` 0 v v, 7 4;� "�'p v -1y r" 'v 'IV ��j V,7 ',v V v N17 0 v v, 191 IV Ay X 1V 17 1)k1V' 4- )1 7 IV V 17 ,v v ly, v I " " 'IV v _K7 v V 'T1_ V V v V, v * A 141, v x4 7- 151 V V V '17 V Y v v V , , 1 17 IV v 4w V V, -� —vi 9 , v " , i / x V V "V V V v g V l"! `V 17 'V T1 7 v v v vv vv vv;, TREE PRESERVATION V v V, V 'lr V, V lv s7 -4 v 17 V V___771 _41-1 'v V. Vj q v V V V Ti v 1,7 17 AREA 6.60 ACRES V 19 1V v III 'It n;,r -v vO v -v v tz v, v 17 v v I), v v v 'IV :��,��v V �v v v v%v v v v v v 17 l�? 0"v, v—r v V v V v tv ry l�n, 1v *7 17 T7 jf tA ry 0,�� q l stv, v v Ty U p�jv v ry v PORTION OF FOREST OUTSIDE "7 V, OF WPO/100 YEAR FLOOD PLAIN V 9"' V' �V V� V 'ZV V V V '17 V 17 V V V/ yq V/ v TO BE DEDICATED AS PART OF V� 15� v "v v v v v v v T/ 'i, v 717 *v 9, 1�'V 'V '�y v V v* MITIGATION PLAN V v 1v I- n of 'I;? N7 1' V v v 1,kv vr� v 0 0 ��7 I, �� N , xy �� 0 J* u __3 0 j 0 0 V, J-1-1 () 0 (j) ,Tj 10 NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 4.39 ACRES T(V)= 9,832 CF - 1.25 = 12,290 CF IMPERVIOUS: 2.55 ACRES MANAGED TURF: 1.43 ACRES FORESTED: 0.41 ACRES DESIGN STORAGE DEPTH: (3'X 0.25) + (4'X 0.4) + VPONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 12,290 / 3.35'= 3,669 SF SURFACE AREA PROVIDED: 3,809 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 12,290 / 3.35'= 550 SF SURFACE AREA PROVIDED: 579 SF BIORETENTION FACILITY #1 DETAIL (LEVEL 2) NO SCALE bL;/-\Lt T'= I UU_ 0 100, 200' LEGEND SWM FOREST AND OPEN SPACE PROPOSED IMPERVIOUS AREA CONCEPTUALFUTURE IMPERVIOUS AREA AREA EXCLUDED FROM CALCULATIONS 36" NYLOPLAST BASIN WITH DOME GRATE - TOP: 431.41' TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK INV. OUT = 426.91 24" HDPE CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE SCHEDULE 40 PVC UNDERDRAIN to-] 1 -YR ELEV = 430.79 1 0-YR ELEV = 432.28 1 00-YR ELEV = 432.64 31im"T MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' UNDERDRAIN 24" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA= 1.69 ACRES T(V)= 3,3989 CF " 1.25 = 4,986 CF IMPERVIOUS: 1.02 ACRES PERVIOUS: 0.65 ACRES FORESTED: 0.02 ACRES DESIGN STORAGE DEPTH: (3'X 0.25) + (4'X 0.4) + VIDONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 4,98613.35'= 1,488 SF SURFACE AREA PROVIDED: 1,587 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 4,986 / 3.35'= 223 SF SURFACE AREA PROVIDED: 249 SF BIORETENTION FACILITY #2 DETAIL (LEVEL 2) NO SCALE E 0 E ui > u- tj U. �2 ui o L Lu -C 00 z U, —uj 0 s ON, U) rj uj u o jn, x V) W' �6 i� w "d. V-1 In- %.D di m > Ln 0 F_ Ln M > w U co —1 C) w ko F- Z) 88 ct� ct� ui 0 (.9 Z) LLj Lij 0 F_ Q) w > Q) rN m ko u 0 DATE 61412020 0 >_ DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' ui (D < (n 2 co 0 2- Lu > 0 < cu 0 Lu 0 .j U _j ry LL] 0 > LL -a CL 8:) Lu < m 0 71 -0 0� 2o 0 z u wo -22 Lu ry 02 c: 0 F— (D U) 0 L) 0 (9 U) 0 Z 0 2) 2 CL 0 2 x 0 is 0 2'§ CL 0) (D c: iR x (1) 0 :5 2 2t; 0 E 0 JOB NO. (n I_- 40919 2 co 'o (o c: _0 0 SHEE7N C, C6. 01 :_N E 511�(R�(�Q'Wm 'X (TYPI Q 0 0 STEEPSLORES 0 1/ / 0 i Project Name: — STREAM CENTERLINE Z (PfR�SERVED) Date: r OMP Des1go Speciftroffirm List., 2013 Draft Stds 4 Specs 000", op 'e� /V� -7 ite information 0 0 0 Post -Development Project (Treatment Volume and Loads) 0A, SOO 0 A [Land cover (acres) 9TEEP"SLOPES /(PRES-ERVI�D) A Soils ssolls C $oil$ D.501 TOWS !Fomt/bPen Space faues) -- undisturbed, obtected foeeWnransrace orrefotested 4i disturbed graded t,,! for vards or other turf to be M ji 11rope(vious Cover (acres) I hap'n Q —.0- 1constants Runoff Coefficie tsi 1RV) � W— ;_� _.Wo I I _' 11 11 1�1 11 _i. 0 0 1 1 1 1 1 00 0 el, LAND COVER SUMMARY — POST DEVELOPMENT r Land Cover surnmary Treatmet Fofest(Open Space Cuvff (acres) Treatment Volume (a"'Ot) TTWeigh ted, Rv (tcresti, TreatinentVolmme(cobic feet) 14 _00 �MM411'04 �M �1 rp Load (lb/yrj TN toarl (I 3/ir) Managed Turf Cover (acres) 11[donnatianaLPI—S. s on 1�1 k k Weighted Rv (turf) 100 YEAR FLOODPLAIN %MaPagedTorf Impervious Cover (pues) hii RA, J�R�; Ic — t"��"q� k 1k k lavervil 14 k k k k Site Area (acres) fi: k k Site RV k k '101- M 11 '�!nual Rainfall (inches) 11'argetRaIn6il Everif (inches) 4' m: �rataf Phosphor.* (114) WriogiLl Total Nitro*6(TN)'EW( 0 �iget IP Load (Iblacro/yV [Fj'(qnitf0ssccurec6onfaCtPd a Solis I C Soils D So F— aged Ti4rf — k k -;;ll k At At k /k 14 k. 2 oar _5 Ic 14 k 19 CN 104 P BUFFER BIORETENTION FACILITY 1 SCALE: 1" = 20' mrs No Irs U_ > LO CIL Cl) C) �q C:) ... ........ 00 0 LL CY) 't"'a wq Z _J < U) C) LU 0 �q 7 c"'10 C� q 436 0 r) > 109 0 0 0 Q? 0 :5: co BIORETENTION FACILITY 2 C2 11: U) SCALE: 1" = 20' - - - ---------- ____ - ----------- - ------ --- — --- ------- 1 . ............ -.1.-.1-- .. ...... Site Results (Water Quality Compliance) 04 Area Ch ecks 201 m FOREST/OPEN SPACE (ac) IMPERVIOUS COVER fac) 0 �2-' IMPERVIOUS COVER TREATED jac) MANAGED TURF AREA (ac) sit, nZ .......... . 08 1000, /__ < 00, ? nR L 400 k 04 03 AC Ang 405 120 1 1% 01 7 .00, tMRh 406 71 440 '14 407 'o- __11 100, 000l & gM �:E lc k RI, QA. A DA-5 DA,. C O.X D D.A, E AREA CHECK OK. OK� MANAGEDTURF AREA TREA141>001 Q"W' 4111 i !".(I I � I " tLW ", r, i ,, aa� o' w4ki (I U, AREA CHECK � OK OK. Site Treatment Volume (ft3)� Runoff R-d—tion Volume a TP Drainatee Area RUNOFF REDUCTION, VO.LUMEAQREV4P (fe rp LOADAVAILABLE FFORREMOVAL (Ili/y ,9 TO. LOAD REDUCTION ACIIIIEVED (lb/y TP WAD REMAINING (Ibly VA� A ELA_ 13 IDA C O.A. D _DA. E TOTAL— 7 TFUT—M., . .. .. ......... NITROGEN LOAD REDUCTION ACHIEVED (lb/LYrJi�4�������47,�-1'7���7�(��� �= 75, T 7M 14 Total Phosphorus FINAL POST-DEVELOPMEUTTF LOAD( TP LOAD REDUCTION REQUIRED TP LOAD REDUCTiON ACHIEVED yr) TP ,LOAD REMAtNING y r)'., (I I, i i REMAINING Tp LOAD REDUCTION REQUIRED. ib/yr): J� 41 Total Nitrogen (For Information Purposes) PQ$T�D V E,ELOPMENT LOAD VP/yr)" NrTgOiCiEN LOAD FtbiXtION ACHIEVED Pblyr) O'EmAiN�Nr,,PosT-oEvELoPMENTNtTROGEN D,EQ Virginia fwnalfiteduction Method Ne-W Develeipment lompliarvee Spreadsheet -Versfon 3,0. 6Mp004g;15PecJficutjo[1sug: 2013 Draft, Stds; & specs Site Summary Prvject,Tide� Southwood J�n 1:! Da te� 43986 To alRai"(411 -, 43.Inckes A solh; asoilsi C soils DSoft Totals -4 of total U.'Co 09 0'0 6�98 �1 O�00 9,40 O.W: 9A 41 060 0,00 �'30 2;1 22�63 lbo— Site Tv and Land[Cover Nutrient Loads siteRV Q�36, Treatment Volume Lt It 2:9,310 TP Load pfirl 18,42 ,rN Lead (Iblyr) 131.74 1= Load,Reductlon Required 9.12 Site Compliance Summary Total Runoff Volunte Reductfort, W) 11,057 Total TP Load Reduction Achieved 7.81 (14/yr) TotaITN Load ReductiartAchieved 57.09 0)[yr) — Remaintug Post DevelopmentTP Load' 10,61 (lb/ ) Roulainfoll TIP Load RelliucUon (16/0 Re,l ui�rdd --------------- — -------------- -------- Drainage Area Summa 1 '7 — D A, A DA-0 QA� C I D.A. D DA. E Total (,arres) 0,41 0,02 0,60 00 abo Q.43. Managed T40 (acras) IA3 0,65 9,00 0.00 0,00 2,08 Impervious Cover (arresi 2�55 1.01 6,00. 3,57 total Area (acres) 6.98 Drainap,e Area Compliance SummM, D-A.A DA, IT _F — —D-A, C I - �DAD EXI ITPLQad'RQdc;:f GO: 0,00 0.00 781 ITN Load Reduced (14/yr) 40.61, 16.48 0,00 57.09 Dra inage. Ar ea A S umma ry, Land Cover Summary I soils 1 3,50115 cSoils 05oils Total I %Qtlqpl Forest/Open (acre Q"W 0,41 Q.Do 6'0'Q' Managed Turf (acres) 0.00 '1,43 0100 0, Impervious Cover (attest 000 000 2 55 1 58 amp selections ManalleclTurf ImpervIt I I amp Tre.tirt t TP Load from Unfireal',,,,d TP amatning Wwristrearn I Tr Iment to be pra[ctice I CreiRtAfea I Cover Cre 11 I Upstream I I L oi , co'c. blvr) qa mploved (acres) (aci lractices(lbs) Total ImpervIous. cover Treated (acres) 2155 Total TurfAreaTreated (acres) 1,43 TcRaITP Load RedudidnAchleved In DA (III Total. TIN Load Reduction Achieved In, 40.61 DA, (Ib/yd Drainase Area a Summary Land Cover Summary ASoft a Suits CS00s, I DScI I Total Tat Forest/Open facres) 00 martafI (acres) Imwvi;tvs.Co,ver (acrg;s). 1 02 0,0q, 60 amp selection Mat RMP Treatme nt RM Tl� Fly:lo- I ttedTP Practice Irp Removed 7 Remaining I I TrDe:;wnstream to be I practice Cri it Volume (fe) (tb/yr), yr 01,1V ) Etment mploved I Total Impervious Cover Treated (acresi im Total Turf Area Treated (acres) 0.6s — Total TP Load Reduction Achieved In OA� (lb ri Z25 Total TN Loactfiecludlan Achieve VA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 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 = 6.98 AC MANAGED TURF = 9.40 ACRES IMPERVIOUS COVER = 6.30 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 18.42 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) 9.12 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) 7.81 LB/YR REMAINING TP LOAD REDUCTION REQUIRED 1.31 LB/YR* *REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. 9.12 LB/YR X 25% = 2.28 LB/YR > 1.31 LB/YR ANT A 1012612020 L,'� TA 07' 441100 E 0 E E uJ < FL r. UJ W TO cl� UJ rn J_ UU LJ_ ui 0 Ui ce > CD Ul C:) 1-4 CL vi " 4 �_i CU " Q� U 0 V) Lu u- n u,) (f) Lr) 64 Z cu 1�0 U LlJ LLJ Z: > Ln in 0 0 LU U U Go _J C) LU C) 0 ct� Q� LQ LLJ (3� Q_ 0 LLI LLl Z) LLJ LLJ 0 LU > LIJ Q) LLI CN I7N U Z 0 DATE 61412020 0 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE NIA CLUJ (D Q a) 000-0 2 :' - Q_ Lij U) 0 > LU > tf 0 2: 0� LL1 < CE" LU < LL a 0 ry > -0 EL Lu 8 ::) U.J 5 0 'C' "� C) 2 (D CL W 0 a Z .0 = 2 LINJ 02 F- 00-10 (D 0 0 L) 0 0 a 0 �ti 0 U) 'U�) lu Z (n ZZ 02 CL X 0 0 CL.t� 2 to tu '0 2 0 E 0 cu -0 JOB No. .2 40919 0 CD SHEET NO. C6.02 CD V'011'0�ae c c: _L1 LL c: �. 1$ , -0 - 5 n C, In ce) C) (14 0 Q 00 Q I 1� ,:: 0 _0 B 0 a. - c') �: ,q z 1� � < 5 5 D (/) ry LU �_ � re 0 I-_ �, �) C) :5: cl) F :� U) � . I I - /11 - - f / / , W I � I __/ ,///,/ I / I / / / / / / / / / / I I / 1� - - ,V, - 1, I.. 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I . . � I C � , I . � . iF � F � , ''I'll I i 1. ; I'll . . I : ; � : I ; I : I � ! I � . � I I � . ; I I � . . 1 . : . I I . I... � � 1 ; i 1 IN V ERT DEPTIJ OUTLET M DESIGN LENGTH I'MMON FRLMON � I JUNGrION Loss � I 1111.1.11 � ..... .. __ � � .... � . ......... ... __ " � , ,, ".. 1� 11 I'll 11 , 11 I 11 11 11 11 I 11 11 1, " , , " " " " " � 1� 11 11 1� "I'll" __ ... - 1-11.1--1 11-4111111111 .' � I I i NLET STA. EL. OFFLOW WATER PPE DISCH, PIPE SLOPE� We LOSS ,Cq11tr, Hi (EApu) SKEW .�.......'�.I..,..,..,..,.,.,,.. . 1 .. .. .. I I.. I 11- 111.11 - I 111. I � I - I . 1.11.11.1-11 ..- 1. � � I I I ..1--.... I � .1 ....... I."... . �_. . OR OUTFLOW 0 FLOW,SURFACE Do 00 H vi VVD29 0.351tvt I A, a , , �___�Ti� 1111-1111- 11111111.1-1--11.11.11 111-1-1-1--.. 11.1 11 1 �, I I 11111-11111, 11119111-111-11- 111111111-111111 11111111-1.1 __-, - .1 -, __17� 1�m .."..1.1 ... ... ff ... ....... ........ .. Y � ... ... - 111.111-?11111 11 - - _.1 1.11". 111--11 "I'll, 111111111111_1.111� JUNCTum PPE RFE R �_11, - (k�hian), (CFS/C.M.-9) (fti!0) 0111M) (FI;M� p1m), (yi?�29) . (b (2) (3) (4) (5) (6) (7) 0) (9) ,(10) 01) I ,(12) 0�5) . I . - - I I I I I I 430.9101 1.25 1,431.910 15 2.355 14.12 0.00118 0017 9 198 1 f) 102 O..G0O � OI000 I 0.000, I O�O . � ... ..... . --- I ..... 111 ........... $IZJE .1.11 ...... 1-1.11 . (Di or .11.11-1-: ... �., ....... 8patliw1e), 11.11.11,�.1l.l.."."",."�1.11I.I..,.�.I.I Im V ( 14) �0 3D 30 10 30 30 15� F (5 - 15 . - I � - - 24 , 30 � 30, I 30 I �() - 1 30 15 � 39 , I 10 -I 24 - 14 � 15, , :t;l r ,(5 r- 24 F_ I-S, I ' 24 r - 24 ' F f5; F, I$ I 5,: 24 M t,5 n 15, la 18 15� ,is L& 13 13 is 24 �4 24 15 24 15 24 24 15 2,1 24 24 15 15� - I 5 ;T_ IS: 18 is 15 15 1-1 I 'i is, I 15 15� 15, '15 15 Is is 13 f_5 15 is l5 - 15 24 24 2,1 d I I I ; I ..... ..., ... ... I � ............ 1 ------- , � I � I : i K ... 11111-1-,", 1 I 0.00 I � .11. .1.11. Y-1 I'll, I � I � f 1. . I i . � 7�13'-147' I I . � i i .Designed by: ICG I i I I'll, � , , .. I "', ''. __ ........ . � � ' .. ... .. .. .. . ... .. .. .. ... ............... ..... -, I -1-11-1111- � 111-111.1- I 1 I ... ''I I . ....1-1. I I -1-1 1.11 ... - . I : . : '�YDRAULIC I i I ; : , : I i I il I'll 11 I � I I I � ......... .. .. .. .. .. .. .. .. .. .. .. .. ....... .. ..... ......... 111141111.1-1-11-1. --,--,-,-.,.,",�"-�,�,,�,-",-,",�l- -------- , .11-.1.11.1.1.1 - � .. .. ........ .. .. .... �, . ..... .. .. � I I � i : ! �Qhe kp,d.b * ; � I I* i , 2 I I . �� , . � - : . . . . . . � . . . 1 I.." ... c.... w, ., y: .. ....... �, � . .... .. I ............ . t IINCIDENCE i ; , � : 1.1__ .... I I . � I ! I 1. - - 1. L ... 1_1___ �, I 1 11 I � f0NIf I ENGLISH . . . 1-1.111-111. . . i I : ; i m . I � I . 15 ...."] ... .. ___; .... -1.11.1-1.1- ....... -1-1 ... ,1 I..,.,-,...'�"..,.�.il..�.�.�..,..,.�,�.11.1.1'...".. ...."... . ... ...... -1-1- .... I—- ...... .............................. I ...................... 1 ... ........ - .. ............ � ... ... ... . ...... - � - '' I . . : I I * .... 11 11 I ; i F � ; . ; I I I i . I ; , , , I � � SHAPE Nluubef 0poty Fx,ictiou ;NORINIAL FLOW �FLOWTINJE 1.11.1.1-.111.1. I I. I 1� . ....... . quipe" l ; Vh E# I N. , 40 Ai- of , 1�1, _ ..1 C��.,.. 11.11 ................... 1-11-1.1-1111.1.11 ..., ... ... R�Ft � �1 .. � 1.1�11�M. -.11-1111.11-1.11-1--.1-1 1.11.111,11'.. _11 ... . .............. _y .... 1.11 Flow, dn Flow,Au MEN"r �' � , - " :1 . . ....... ..... 111.1111.1-.. -.1.11.1-1.11- .. ... -,�411 Elp � ] 4AR�,,� ... ..... '.... .1 .. -.1'... - 1 11.1-1.111-11.11.11. 11 ", QFS fid7t, FL SqFt Ft, FuSccl F f m4wf�s Mlinitts , , , I � , I I I .1 I - - �. I ..... r () I— I 11 ........ V ( 1 r �1� , 0) 10 � 6,S) 1 1 -) 0,01,020 2.04t 3A2 QI&S A3.98 5 X 0�04 62$ I Circulin 1 an 1 Circular I 59,63 0,007201 I,M , 3,27 0.71 1126,. 3��5 0.112 624 - Circular I 8IISO 0.60720 1,12 1 2.14 0.58 1727 5.75 10.06 6.12 Circul-,w I 70,36 0,00700 1.218 2,53 Q�63 14A7 4,54 o.08 6,06 ChcuJIat I l4i44 Q-0099 0,11 0;24 0-18 8,51 1.44 0..I§ 5,98 1 Citctil;ir I 1 15,,65 10.00089 0,3,0 0,22 G� 11 �.65 1 1,46 Q136 5�&o . Ckol". 1 14�85 0.0.0020 0.22 0.15 013 6 0�22 5,44 . . - !190 0,96 z7w�-u-h-w -,.q� 0� ' 1 14.84 0,9,0010 0.17 0.10 0AI . 0�73 .12 1 5.21 I I I circular A 13�08, Q-.02080 1.48 2.49 00 13.9�2 449 0.07 5�07 I , Chcv(ar - 5�04 1 44,01 0,000,30 1,67 3.4�, 0.73 V�93 3�20 Q.04 circular I 4 4, 52 0.00680 131 � 3.57 0.73 10.10 3.29 0.02 5.02 1 Circular I 10S.92 Q.OQ280 0.78 1,31 9,44 17,60 5159 0,02 8,94 I I I 0 I a CIAU 1 10,4;84 0,00280 0.78 1;3I 0.44 17,59 5.59 U5 8M Q"" circtil,�r 1 14,48 0.0,W189 1.13 4,17 0,,39 10,63 2,,89 0105 8,78 54-48 Circular 1 9193 0.00029 9, . 27 0120 OJO 5.21 0,69 0110 5110 9 ") 3 . . I 1 diculir 54 . 39 I I I 54-39 0,99250 11,10 2.97 0.57 . 10.4,5 . 2.79 Q.11 8.,�3 11 , ,Circular ,� �. - 0 1 541Jo 01025,0 1.10 2,08 Q,57 1045 2 �W, 0110 $�713 , Circular 1 '2133, O�001$0 0.97 1;52 1.03 '0M, 533 1-63 I I I Circular 1 91:30 0,00176 6�96 1�50 0.49 6 �30 Circular F:126167 1 t2A3 QM30 0,74 O.,76 0,35 10.56 2A7 G,io 5,10 I , Circular 1 0��1 8,�8 '30.92 0,0.02,10 0�47 J,32 0.46 8�p,a 2�1;i Circular 1 1 7,03. 0.00000 0.12 0114 Q, 13 4,24 0,3� Q117 3, f 7 1 , - Chular 1 29.99 0.0,0270 0.90 1,�s O�47 9�13 2.20 0,14 8.4.2 - 'Circular 1 9 92 0�00020 Qr2O 0.19 0.16 5.11 O�67 032 5.12 I I , I I . - . Oic"ll" 1� '24�51 0.00190 0.92 1.41 0,47 T52 1��,O 0119 ,8,.06 � � 1 Circular I I 3 3,81 0,00 I ao Mo im om 9A4 2,14 0.18 . 7.77 C - ircul4r 1, no 0,00016 6.25 0_13 0.15 3.55 6.45 6.19 5.10 . Circul1wr 1 17198 0.00570 6.72 Q.�4 0,37 10.90 2X Q.08 7,26 I I I , I Cixcelamr 1 7, OJI 0.11 187 . 0.31 0.2.1 5:22 1 Q2 Q-00000 M8 � . CkQ10i ,I 4,4,6,6 0.601,10 0,09 0,96 , 0,3� 924 2,02? 0,34 7_�9 1 ciiWar I I 13.01 0.0,0520 6,70 0�sl 0.36 9190 2.22 0.10 7,13 dil-il-r I 1 9.92 Q�QQQIQ Q�JP 0-12 0� 12 4.24 0.47 Q� 1 5, 5A5 I __ Z._-w-_F -I 17��$ M043Q1 0.67 0176 0.�5, 9.60 2�12 O�27 7109 - I Circular 1 1 6.92 0,60010 0,26 GJ3 0.16 , 3�55 0.46 , 0.115 5�ia I Circtilar I i6,68 0�66310 0.64 033 0.34 8.50 1.77 A 17 6,82 1 circular 9.0Q319 0.64 1 M3 0,34 3,51 1 �77 Q0 $ 6.615 , Cvcutar 1 7,21 OM000 0.22 0;114 OX 3i,,33 O�W 0.19 5A9 circul�i I 1 IJAQ 0.00,150 9�74 0.87 0,37 6.41 , 1,33 0,31 0�47 Circuar diculm 1 11.34 0.00240 0.33 0186 0.37 6,36 1,36 , 0.11 6.15 11 11.40� 0�00920 039 0.30 0.2� 4.00, Q:.711 M4 6.04 1. 1. . 1 Cliplar LIX 040020 0139 OJO Q,23 4_W 0,31 0.34 51�0 I I - Circulaw I 1 6,97 MOM 034 0.27 0.20 4A7 MI, M6 5�.16 T___11 -_1 F-1 54�78 OM500 0.76 1.10 0,41 1537 4.43 0,10 6.69, I Circular 1 34.02 Q,00480 9198 1:53 0 . .49 1091 zu U9 6.54 1 Circular 1 34,62 0.00500 0199 11,53 �0.50 IQ,96 UG 0.06 __7 1 . 0 07 ,-uwU___17 '8,60 U0010 9.23 0,15 , QJ4 4M 0.43 0.12 ,5.12 1 circular 1 34,166 OM390 10,92 lAl 0.47 10.62 2'.67 0.09 6.34 - cirmilar . I , 10,$2 MOM 0.21 Q,� 14, QJ3 4,99 0�5,3 9119 5jo Circular I' �U2 ,040430 0,95 1,47 0.4 , & 1 10.76 2.75 0.11 6.0 - -_ 7- Circular 1, j4pdo OM350 01-9 1 135 OA6 10.48 2.59 049 6.12 .... Circular 1 7�.00 OM00000 0.12 1 0.06 �0.03 2.25 020 ,0.24 5224 111- I I I Cifcuf�r 1 34,02 0,00�50 0,69 L16 0A6 M49 2,60 034 6i6 irula 34,64 QM330 OM 1,33 0746 !Q,40 2,56 Q,Q5 6,03 , Circular I I 1 �4163 0.06320 0.87 11$4 OA6 10,37. 2,54, 6�07 598 Circular I 1 9�88 0,00030 0.29 Q.22 0.17 5.44 1 OJ5 0.09 5 .14 1 _cTkc_i_flTar 1, II.21 0 , 09030 0.1$ 0� , IG I OJI' 6.13 0�37 0,94 5,04 - Circular i I' as.,70 0,00260 0177 1,12 Q.42 10.92 2M 1 0.13 5191 Circular I 11 -14,22 O�00240 0.0 1.55 0.50 M7 1,90 OX7 5;79 CirLtliaf 1 1112 O.G000 0.42 036 0.24 SA6 IA5 020 5.63 Th cular O�000.10 9�26 oa 0.45 1 ��57 0.45 0.44 , 51 . I Circid'if MOM 0-55 Q,52 0,29 7,62 IA$ $,72 ___ O-Q9 circular ubm 0.21 0.13 6.13 4.43 0.� I 0,11 5�1 I - - - I Circular I 1 %90 ,M0050 033 , 0.25 (�,19 5.79 0.85 0.17 5.28 1 Circular I I' 16� 1 1 0177 - 3 MOM Q.67 Q135 8.70 110 o�.07 5�52 'Circular I I' 10.13, 0,003$0 0-60 0,14 0.14 , 8.60 [.8 t ,0.10 ,5,45 - Q�Ikllm' I, 16M 0�66266 ,O�62 0.69 ,0.33 &3o 1.69 G�04 536 - . I 1 - Circular 11 1 16.11 MOM 0.53 OM ,0.29 7.72 1 A6 0.19 5.32 . 9,27 0,00290 0,55 Q..52 0�29 7,1,1 j.11 Q�l 3 5113 circular I I - circulai - - , , 5.75 Q�$4 5,43 1 9�9 1 0.0,00,40 Q.32 Q,25 ,0,19 QA& , . Circift I 10.01 0.0000,01 04S QJ1 , 0.11 4�09 0.44, , 0�08 5,03 Circular 1 9;89 0,00049 0.31 0.24 1 0.18 5.63 0.80 ,G�25 515 I Circular A' 7�18 UP 120 009 01115 OX 5.24 O�9�� Q1Q3 I 5110 I ClrculaE I' 0.90 0,00260 O,dl 0,07 o.Sq 5,33 v.3.4 0.11 0_3 �, C414114r 1, 5�87 0�06160 0A0 6.58 0.30 4��69 OS4 0.38 538 . Circular 1, 5,90 MOM 0.63 M4 ,0.32 4.37 1� 2 0.09 . A7 I � 0 � Circu6r 1 12.99 O�00290 9,47 0.43 Q.26 8�.05 1,64 Q102 6�27 I - - . Circular 1 1 �.0,9 0,09180 0.40 1 Q,34 Q. �-_ 1 8.55 1 1.53 U4 , 0,,25 - CirQ41" 1 9.9,0 0.00130 0,43 0137 O�24, 6.72 0:3 0.10 5,9,1 Circular 1 9.89 0MG40 032 O�24 0.19 5,0,8 OM 0.17 5AD [ i � 0,410, 1 5,24 Circular It 9.91 10.0000 0.47 Q,11' 3.98 OA2 %24 - Circulex v OM ()M000 0.10 oa� , �0.10 3,83 0.39 0.16 5.16 drI4441 I , 15 5 0.06,030 023 1 5M 1 16 0.15 m4' 7,37 1.07 0.11 1 Cirqtlll,r I 1 6.98 O.00G20 0.30 021 3 10.18 3.89 M3 �0.19 536 Circular 1 6"96, 0,00020 m3 9.26 Q.19 -4,IQ 9�59 0.13 549, Circular 1 7.00, O.00Q30 Q.34 Q,27 ,Q,20 �JA7 0,01 0,22 5,71 "" ' J I Ch6au 1 M4 0.00000 0.,')2 OJ4 QJ3 3.24 0.38 0.17 5.17 " 5 ., ' . Circular 1 32�55 0.00190 0.75 1.07 GAI 9.02 2�M GM 5.15 -()' 5 _I 5 Circular I� 32�100 0,0910 - -09 5 'I ' 0.75 1.07 'Q,41� 6�8� 1,97 QQ09 5,12 Circular L 1 3-1,03 10-00140 0,69 0,97 0.38 &52 L$2 'O.04 5,04 5 'o Circular - I ATA-,� 1000,030 6.45 0.53 0-27 7�26 1.27 0 .;044 I'l 5 ., 'I . I I � I 5 I 2 s � , ) I i DE�ibr4tb bYi idd, � 1 .... ... .. . ,�11.11.11.11.11 . ... ........ .. �-_____ ............... �� - ...' * ** . ..... .. .... t ..... ......................... 1-I 11 I 111111.11� I .... -, .................... � � ........ ... ; I � i I I �__.:_ _i��_�*��_ lg ......... 1.�.���-���-"���,�,�".,-,..-'� .......... - ----- 11_111 . ......... . . � *�* *�,�__�.��J I I I 1 - --------- - , '6'1i�k�id , ",-",,""",-",",,-""--,-', 1; � . I � I t i i ; : I � � � � � � � � I � ! I 1 � I � � ; ! I � � I I i I . � I � ! � 1 Adj. [it Wet hlet Tap of' MH I � _ " .11 1111 1. �� � _ I'll, 111111 1. I.- �, � �� ... 1. I— 111. I . I 11.1 �, 11 I I I �� I � 1� 1� 11 �� �� 1� 11 11 1� -.1 �, I 11 I I— � 1 Band Sum SURFACE 1.3 Shaphig? . 0. 11 5 "I'll, F 9,11A, L. . I ... Wat . 0 I v I'll, T � o P. ef. 4�..et �. I A, 9. I u 11 s 11 in . te, n �: I � 11 I 11.1-1 .... - 11 I ...,-, 11. 1-1. I..'' . .. .1. 11 .1 � .... . .. 11 I H HL FLOW Ht H, H Surface Bev. . , " '"", ,_ . 1.11111-1.111- " .... .... "I I I". 111 ...... 11-11".- ..... . ... . -.1 I I - 11111 11111.1 .1.1.1.111111-1.1.-1.111 111- 11111 11.111, - (FMA) fftlkl) (FUM) yJN (fVP4), (Ft/M.) Elevation AHTZOX. I . 9' (14), (15) (16) (16) ,(17) (1,B) (19) I I � 1 430.9.10 74JO 0-000 � 0.102 1 2.355 YES I 0.066 M83 431.993 432.740 OX I , I . .. I ... I_ ......... .. .. � ....... I -----------[------ r , I � I ; I , I -1 - I � � I dl;tAo � I , I I I [ I I i I ; E,LINE ANALYSIS i I , I........ -.1 ........ .... . .... � ....... .. .. ..... ; .... I .... ... . . ..... 17.'.... - I 11 : t I � i I I I ; i PRO BABILITY 10 , Year I � '---,F .1-11,111,11111-11". . 11 111.11.11 ..... ..... .... , i ( � I I I i . jECTi . � 0)0 .. I 1. .1111. . I p I � * � - � .1 * '1* � _ .... ..... 1, i � I C " ".1.1.1.11.1 .11.1.,., " _ . .. ........ .. ........ I : � i- i , I , I 1, I I " � I South ment- Village I ��ood'Rede4op , I 1111- I I I I - I 1111-1-1. ,. � � I I f , I , ....t ... __ . ..... .. .. __ . ____1 , . . ..... I-- I I � I i � . I � I I I .. ......... .11111111.11111","'. ,"", _ 111 ..", : -f � ! I : I , .1 , 1 I I , I I , ! � . .. .. .. .. .. . 'I'll , I , - i � I � ........... '...."....'.] 1. 1?1 -1.1.1 ... . � f I i s I 111,11111 I _ 4--__ ------ [ I . � I'll, 1.17 I ; :�C .111111 ; I . . . ....;.1 I . : . 7 . ! 1___1_' : : . 1� 7 I � � � .... I I � . I . ......... ' I i . ....... I l , , � I ...... � : .... ,_ I I � 11 .... , "-,-,-".",""""111.11,11.1111I � � . � , , _ ,:77 .. - .. . , I . .1 .1 1. I , � ) -.1.1 , � � 0 , ... �:_ � I 1.1-1--1 .... I.., � I � ...1...1.1111.1 ... .. .... � � , , ; I I - I � .......... - � I 4 i : . ................ .. .. ---� ; I 7 � I I ....... I I * '� I . .� I ; "''" """"" . � I 1.""""""""I" , I I � I I I � I I - 111.1 : . !DES16NEOPY� * ; q . . .Qheckedr ! . . . 1 . I , �, , , ,.. -CG . � I , . � � �Cs ' ' ; � w I w __,,,__________ . I I � � , , g � . . .. .. .. .. .................... ? � I 1� 11-111 " , 'y � L I � � . , , - . . .. .. , ------- I �. I .. 61 ** '044#40'' 04114 , " ", 0 1 I I , 0'' : _ , ,. _�LT,fl , , � I 1k , , . !, � , , , � 11 , '11� Qk #�. . � �, , . - - I , y , ,, , Lo I . t, �1 p , ; �11 , 0, .��+ , , , , , ,� m , Ili �., , �` L , , , , , A50 "�, , z I, If - , -i 1� " I , �� , " p " . I I!; : jo " , , 11 ,. ,4 � _ -4,19 " , '' , � , , � . I , , - - , , 'I , , . , , , : I 3�1 0, , I:, Z',;� �, e"I i �, , I �Ip 'm V 1�* :�, ��, � ' ' , f" V ' " L' L I , , 1, "" � I i I v I I, ;.. ; , " , ,� :�, t��;,� I �, ,4 , i �� W, , i ,;, ��,,�,"i . I - "I , :1 , 4W 11 I I.. � I I i, , - I I I 1! _ 11 I � ;If, - ." _ - I I *,'�, '' ;, � � ". I I � 1 ", .1 All- '... , . % - I I � :� �, 4389:: i, 1'�,,O, �, ,,, 9,,� � , - ' I : I , 11 I � � � . . I . � ,�4j , ,., ' ' , �% �� - 0 1012612020 I" , 10 I KI 1, I a 1.0 � I ,r ,,� _ ,; � 111", I 6 , , '4 1.11 �� " f, ,�#f. , ,,43,� , " � I 1, . ",_. ' N I " 0, � . ,� ,;N Q �AL , � ' �0#, I ", , '* i I - 10 , i#* - - "'! . 4", '' , �, 't I , 1 I.. ...I.I.... -1-1. �,ILET .,.... OR JUNCTION ..........'..., -.1 .... - - - - - $TA- I'll, - 1. INVERT ... ...... EL I.."....",." .. .. .. ... .. OUTFLOW I PIPE DEKH ..., ....... OF FLOW 11.1111.11,111,11.1 OUTFLOW PiPE CUTLET _ ...... I WATER 1111-111-1-1 SURFACE 11 ELEV_ DA .1.1 � PFE �, " . -111111 00 I I (WrMi) DESIGN ... . . . DISCH. ", GO "I (CFS(CMS) LENGTH ..... -.1.1.1 RPE Lu - 111- fft/M) FR)MON ... SLOM Sfu (Mf�f) I ' 0011) FRICTION 1-11.111- .. ...... LOSS _111111.11111. Hf 11-- ( Ft[M) . : , __,", va .11 ! Genii. 1-1-11. ", "", He (RM JUNCTION LOSS Hi (Expil) .,........., � -, """", ___1111.1111 Vi VM20; 0.351MAX I— . 1_1 _11-1-.1.111- (VQ12b) . : . q I SKEW 1111-11-11,11, Angle _11-1--11 I e ! I I—- K . 11-1-1 I I I ! � Elepq 1H (FUE.1) S'Um HL 11 �. 1111. 11 (Flj',F , .,* - - - .... �.. - � .... I SURFACE FLOW I 1111111 � Aij, [A ......... I..., - - - 13 Ht I �. 11.1. I (F , 1�4) ,V . Not .... �.. Shaping? 11 . )(m, . . 0,5 ,.- Fit 11 I—— � (FOA) . ... FVAL 11.1111.1 ...... .. . ... . H � 1-11.1 I", (FOA) kilot -.1.11. I.I...1-1.1.1.1 Water I. "I'll" -11 I", " " " Surface 11-1-1--11- - Bey 6 In n Tw of p'" ........... I ..... - .... . 1. Tep of hiet ", " ' .. . .. .. .... � " , Bev� � 11111111111 � APPRQX, � .1 1.1.1-1.1-1 .......... 1 Adjustuopt? " " ............... -1- 11.1-11111 I (1) - (2) I - (3) (4) (5) . (6) 1 ,(7) (8) (9) - (10) - 01) (12) (13) (14) (15) ('16), (16) __1 (17) (18) 1 (19) 100 I _�� I I F 409.000 I 102 1 409.GOO 3.00 411.400 36 � 71.489� 37.07 0.01023, 1 0.379 13.975, 0.758 11�262 1.969 0.689 -11 010 O. 00' I 0.000 1.44.7 04000 1.447, YES 1 M24 1 1.103 412-503 415-000 O.K. 104 40M60 2 50 11 411�503 30 36r869 8OJ2, OX720 O,fj�l I 11,262 0,4�92 17.265 4.629 1,620 I 10�0 I 0,0Q . 0�000 2,112 - 0,000 , 2,112 YES - 1,056 , 3 1,6 7, 414,140 I 423J2G 1 oX 410, 810 150 , 1 414 ,,140 30 34�541 , 11 25A9 I I G;O - QQ�2 . � 0.161 I 9.92Q 0.1182 I 10100 I 1.584 � 10� 554 9.0 0,00 I I U00, I I Q�,937 1. 0.000 I 0.937 I YES 6.468 , 0.629 414.7X 431060 I 0. K. m E CD 0 (n U vi r-4 C: 0 * E e E LU = 4J = .- . F- UA ,>,, 3: L_ U (D 3: �< - :[� 3: L6 0 C) U. = r, UJ 0 ru -1 a� LLA J-_ ro < _J U 00 M .J - LA LU J..4 o� > C) (-,, CL C:) M U) rq - U UJ �t UJ vi F� � -t-- V 3: 0 � U) 9 � e - 0 4 m "J. Or) X C r,j - ul ',U mo T: < U� r- a Ln 0) 4� N ul 4 Q) L_ M o- 'I- 00 _J CD LU 1 %D I.- z 0 �_4 I-_ CL � Q� U It) LU 0 z 0 � U) - w C� (10 F_ z Z p Q) �_ �_ �>_ :J 0 Q) (f) �: ILI ct� (f) I-_ Z� ILI z Z p U � ;_> Z� 0 U C� Ili C1. Q ILI (f) �: L14 C� 1 122 413,100 2.50 415.160 30 36�0,70 9,96, 0.00689 U69 10.100 0;396 0,000 Q�000 'O.000 0;0 0,00 O,GOQ� 0.396 1 0,000 I 6 G.3r YES ; Q1.98 O.267 , 415367 41 GP,520 I Q-K� . 1 I 1 1 106 I 418,300 2.50 420,300 30 36,M9 60,90 0.00720, 01439 17,265 1,157 14.474 3,253 1.139 O�O . 0.00 . O,OG0 Z290 0,273 � 2.2 96 I Y I ES 1,148, 1,687 421.88.7 432.440 O.K. 108 I 36.596 71.00 0.00709; QM3 i4.474 O.:813, 13.924 , 3.011 1,054 010 O.GQ 0.000 1.867 0.237 1.867 YES 0:933 1 A37 424.457 43185O OX 110 . 428.050 I 1.25 429.GSO 15 ZDW 92.51 0.000,90 O.W4 8,605 0;281 a. 646 1 1. 1,&l 0.406 O;G 0,GO O-QQ0, 0,07, O,.145 0487. YES 0:344 0.427 1,432.524 437.000 04, 112 432,310 1.26 433,310 15 1.912 186.89 O��0,0078 0.146 1 8�646 01290 6.897 0.739 0259, �O�O G.M 0.000 0,549 , OM9 0.713 YES Oi357 0,603 1 441.955 466'.00 � 0 X, . 114 441,760 1,25 442.760 15 1.003 92.44 I U0021 0.020 U97 0.185 I :5.982 OF:556 0,194 O�O OM 0.000' G.379 0,382 OA93 YES 01246 0,266 44M40� 450,970 OX I 116 446.020 1.25 447.020 15 U21 76.55 01GOOG8 0.006 5,982 0.139 MOO 0.000 0.000 U I UO OMO GA39 0.621 UZI YES 0.090 0.097 449.634 454.520 O.K. I I - - - 120 422.900 2.00 424.500 24, � 34.620 61.43 0.02086 1.261 11924 0.753 0.000 0.000 0.000 0,0 0.00 -GO O.OGO 0.753 OMO � O�753 YES 0.376 1 1,658 426.158 432'.910 o.K. 126 G I 4,16200 128 4M200 2;5O 418.200 30 23,030 15�98 0.00281 U45 17.599 1.202 17.590 4.804 __ 1.682 U � ". OM . OGOO . 2.884 0.000 2,884 E YES 1.442 � 1.487 4.19;687 430.219 0. K. 130 424.710 150 426.710 30 23.G30 56.67 O;G0281 OA59 47.590 1.201 10.632 1.755 M14 010 O� 00 0.000 1.815 ,0.000 1.816 rE YES YES U08 4.067 428891 1 444.190, 0. K. 132 436.360 1 250 438.360 3G 23.030 31193 0;00281 0.090 10.632 0.439 1OA51 1.696 ,U.b94 I U�U 0.00 I 0.000 1.032 1 .0.409 1.032 YES YES 0:516 0.606 438�966I 443.200 0. K, - 1�4 437.270 1.25 438.966 15 U14 1 31 ,78 0.00022 0.007 5.208 0.105 Q.OQO 0.000 O.00Q I ,0;0 0;00 ,000, O_ 0.105 1.014 1 0.137 Yrz, 3 YES, . 0.068 0_075 , 439.041 443�560 Q_K, - - . 3�A, I I .0 43,0.94 2.50 1 ..966 43� , , �O 21.764 62,28 0.00251 0.156 - 10451 GA24 10,446, - 1,6�4 0.593 O�O M,O O.0OG 1,017 0.132 1,017 YES 0:50.9 I 0.6,66, . 43MI31 I 445,0,4Q OX 1,36 437.970 2.50 4394970 30 21,632 66,11 0.00248 0.164 10.446 OA24 9.12a U94 ;0.453 0.0 0.00 0,000 G,a76 0.33 OA38 I 0.602 1 440�572 446.990 . O.K. 144 . 440.910 - 2,00 ____ 442.510 24 , 11.814 .171.99 0,00243 0.418 8,983 0,313 7.518 I 0;878 I ;0.307 I GO 0,00 0.000 0,620 Ot392 G. 620 YES 0,310 0328 444,362 454,080 OX 148 443.590 2�00 445,190 24 10;597 ,128:94, 0,00195 0,252 7,518 O�219 9.443 1,385 ;0.485 0.0 0,00 0.000 0.704 0.311 0304 1 YES 0.352 0.004 445.799 458.830 o-K, vi re :D 0 = L9 Z) 0 C� = IP- a LLI > LU � U < z 0 I - U) � Z:) 0 >_ 45Z34.9 2,09 A53�..90.9 1. . 24 10,286 , . 101. 1 951 0,6. . Gta4 I 9.188 9,441 0.146 9.997 . 1.552 , O-543 00 u IQ OX00, I 9',�89 I 0438 Q. Q$9 YES I .632 I I 4�&V,7 00,80 OX 1. . 1540 . 400.3.30 , 1 �:50 I 4Q1,6311O 18 8.380, I 45.25 0 0.6 5,67 I 0,257 1 9,99,7 0.148 9.gG2 1.523 ;0.533 1 0.0 1 0,00 0.0,00� [ Q�921 1 Q,OOQ QM1 YE,S I 0A69 0117 462247 I 1 4§8�24Q 04 - 154 461,560 ii5o I I 462.760 18 , 8MI 67,06 0100521 0.297 9.902 6.,381 I 91658 1.448 0,507 0.0 G� 00 OMO, 0.8,88 0.345 0,888 YES I OA44 1 0.741 4al&92 47OM0 QX - 158 466.380 1.50 467.580 18 7.335 153 .79 0;00434 G668 9.658 0;362 8.497 1.121 1 0.392 0:0 O;OO` OIOG(I 0.754 0.570 0.754 YES 0.377 1.045 470 I 0. K. 162A - 1 473.870 I'M' 475.070 18 6A65 1 FAI OM307 __=__ U.267 - 8.497 0.289 &.509 I 1.124 0,393 OD 01,00 O.0OU 0, 674 OMO G, 674 YES 0,337 0.604 476254 483.300 aK. LLJ I-- < 0 (Z) N C.') 'N' ,Z) " m- , 1 (Z) N ,Z� �N ',-,,� CNI -,, 6 " 1 1 - 1 162 . 476.970 1.50 478.1,70 18 6.165 '6r 93.31 0.00307 0.286 8.509 U81 6,406 0.637 0.223 U I 0.00 0.000 0.504 0.276 0.504 YES 0.252 0.538 479A84 487.740 0. . 166 I 479.040 , 1 1.6 . I 8 5.5 546 J4' . . . . I . . I I . . 0.219 O;O � � . I . I 0.379 0.093 Oi 379 YES � .189 0.489 1 48OM8 491.970 OX 168 480.350 1.50 481.550 1 � . 53 5A&3 42.31 OIOQ240 OAO2 6,355 0.157 7,260 0.818 . 0.286 0.0 O."GO OMO 0.443 OMI 0.443 YES 0,222, 0.323 48t�873 491,64G OX, 170A 480,870 - 1,50 482,070 18 IM4 149.53 1 OM022 0.033 4�5�97 0.08,2 4.500 0�127 �0.115` O.,O 0.00 G.GOO � GA97 0,000 0.1,97 YES OM8 0,11-31 482.756, 498,880 oX 170 482.470 1.50 483,670 18 1.054 94.12 0,00022 0.021 4,590 O.,082 4 ,11155 0,269 0,094 0.0 1 0.00 OMQ 0,176 I 0.5.35 0.229 YES M14 1 0,1315 4818M 488.420 OX DATE 61412020 172 483.510 1. 0 15 1.119 1 39.35 0,00027 , 0.011 4,165 � I , 0.067 OMO MOO :0.000 M 0.00 O.OGO 04 G67 1.119 I 0.088 YES 01044 1 0.054 4184.5,04 488,930 � O.K. 1 1 1 I 138 4MOBO 2�00 440MO . 24 10,198 34.16 0.00181 0.062 1 61 �671 0691 � 1 ;0.242 0.000 0,417 1 0,206 0.417 1 YES 0, 09 .2 0.271 440;931 1 447,900 o.K. DRAWN BY C. GA YNER 439�420 2,00 4 441 Q29 24 9.9 92 79 1 -0 I I 0,0074 1. 0.138 . 671 . 6, 0.173 � 1 10�&58 � 1.731 ,0,6Q.0 '000 O� 0.779 1 990 � 0,779 YES I 0,389 .. I 0. I .6 1 445,030 OrK, � 1 is I 0 0 0 I 0 0 0 no =) 0 . ce I 0 41 z I 0 . x 1 T= M I I . 142 44Or4OO . 1�25 - 441 n 547 15 . 7,99* 0.47 1 01164. . 9.071, 11'0�558 0.433 I 0 609 .. O.'000 �O 000 . 0000 I � Q..433 7�994 Q.W3 YES 0.28,1 1,153 4Q.00, 1 449,240 0. K, . . I DESIGNED BY C. SHIFFLETT 144B 439�64Q ZOO 441,240 24 12,592 7a� 15, 0;00270 0,216 M28 0323 3.234, 0, 102 0,057 0.0 0-00 UGG Q380 0.3,87 0.380 YES 0�190 0,406 441.714 4,49.230 _,OX 144A 44331O 1.25 444MO 15 OA59 , 3230 0;00004 . 1 0.001 1234 I 0,044 �0;000 � MOO 0,000 0:0 O.,00 OMO 0.041 0.459 0.0,53 YES OMO 0,028, 444.338 449.610' ,0. K. I BY C. SHIFFLETT' 146 447.970 1.25 1 448� 97G , 15 M49 37.79 ,0,00019 0.007 5.107 O;1O1 0-000 MOO I 0-000 0.0 . 0.00 OMOt I Q101 ,0,949 0.132 YES 0.066 �0�03 449�043 454,560. OX 1 I I � 454,42Q 1.25 455,420 15 0.63,5 4Q.Q5 OM009 0,003 1547 0,,049 Q.O,QO MOO O,OQO 0.0 Q�00 0,000 0.049 O�635 0,003 � YES 01032 . 0,035 455.455! 461,950 0 .K. SCALE NIA -1,52 1 1 1 1 154B 455.130 2.00 45,6.730 24 8.913: IaTO3 G.100138, 0.259 9.243 01!332 2,1873 O. 1,28 0�045 O�O O.,00 U00 0.377 0.257 0�377 � YES 0:1818 0.447 459-562 466�030 Q. K. 1.54A I 460-040 I 1,25 461.040, 15 G.308 3739 OM002 0,001 2.873 0,032 I'll, 0,000 0,000 I �O WOO 0�0 -,'"'I'll I I 0.042 YES 0�024 0-022 4,61,062 4,%510 04 T__� I UJ (D < 1 I P-1 > 1 I- z UJ 37 < > I r) _J C� < 0 2: LU I 00 i W < > , 0 r UJ 2: Z) 0 0 U LU w n 0 0 3: _r �_ :D U) a U) z 0 - - � < _J D 0 _J < 0 �- UJ _J z - C)6 LU 0- D_ I I 156 463.090 1.25 4Q.4,090 15 0 50* ! V 80 I OXQQ5 . 0-0,02 4,235 0,'070 01,000 OMG 0,000 0,0 0,00 OX0 9,070 5 0�11 04 0,091 YES . Q:045 O?047 464-1V 471A30 Q-K, I - , I I I I I I I I 11-00 47246O 1.25 M�66Q .15 O�654 3,7,70 0:0,0,009 0,003 3.6,51 0,04-9 1 1 � o 0,0 00 1 OM O�GOG GO49 G;�0,54 O,,064 YES Q:032- O�035. 473:1695 479-120 Q.K, i I � 1,64 1 481.7,90 1.25 4,82.79.0 15 0.476, 37.74 OMO05 0.0,02 1330' 0,043 �0;000 MOO O.OGO O.O OM OMO 0�043 0.478 G. 056 YES OM8 0.030 4B2,M 488210 'O'K. 1 I � - Fo-1373: - I -_ 600 1 48M60 , 2.00 , 482.560 1 - 24T1834 , 6163, ,0.0002&, 0. 16 1 7.260 0;205, U00 0. 000 . O.QG 0, I 0.0 I MO 0,000. O'90'ri 1 1834 0.266 YES OF149 1 482109 �4v,290, f b_'3_4i'_[ . ORNULIC ,� HY ...... 1 ""' '' - 'j-kd-6� 1 I ------------- ----- .... - .. .......... ", ' - --, - ... ..... � � : . : ... G_R45t4ft -A IS—— ......... F_ , I 1 )4�'c , 1 1111� 11 1.111, -111,111.11 111 I.-.111--.1- ... , .1 r, 1 . . i 1-1111111.1111 --------- � --------- ; �-PRdii;ojL 1,O ITY ...... -11 ...... i I --------------------- - -- ; w ...... . .... . ..... . I 1 I.- ......... _111_� -1. I .... 1. 11'...J.--l", I'' , , -a' "I'l-I'll-1-11,1111,1.111,11.11.1111,�1.11,11,11-1-1-1-11,11'll-lI r 1__.____1_1_1__1L11_111 I ... . .... ...... t � � I i � ..... . 1. i .... � � . . . ..... .. . ..... .... . lokojidi. - ----- ___ ... � ... .............. .. I ill I i I . 1. 111- 11 11 111.1 ! I I 11-1.11.11.11 ..... � ... �� ----------- 1_1_1____1, I----- - -------- I � ,,,S� - ------------- - - , , , , , , , , - _ """"' - -, -, - - -Village 11 . . ,�utfiwood,Rede,velopment _1___.___,_,____111 ------- � __ ... � 11 , . I --------- - - - . � . � i � 1 "....." - 1. 1. I'�.11,111.11.11,11.11.111.11.111,11,� "I 11-1-11-111 111 11 I.:— 1, -1-1- ............. � ... 111_. ..... .. � ! I I I I � , , . ......... . . .... . . .. .. ..... ............ .... .......... � .... .. .... � ..................... 1-1-111-1 ... - ..... ... � � , I. , , I � ______,_____,_._____ --------- -1-1-1-11 -,--,-,-.,�,.��l".�ll.i�l.--�.�.-.---..!-".�.-I-�,,.1,� r i �11_1_1 ........... .� t � i � I . � "' _ - - - , ..'...1-11.1.. � . . . ........ � --- �; .... . ...... _'__ , I � "I'll I : ; .1 11 -1 .......... .... ..... . ___._. I : I : I � ........................... � ... � ........................... . ! . --- I . ''''' .". --- � -------------- I-. 1.�l.-.�.�.�,�'ll"��.,�'...",-� ..... � ........ ........ .... � --- -------- : . � .. ..... ........... ....... : ... �,__ ---- --- . . I F . I . . .... � ... .... ........... I I � ....... � ----------- .� . . : . .. � ..... ........ � ....... � --_-_--------- - � ..1.1111.11� . D � .................... , ; � _-_ ___-, � I I � � ........ � -------- - ____,__,__ � � 11 I—- . .. ..... � ... __- . .... I --- _ .... 1� I , I � , i , ------ ----- ---- � - I - - -, - - ---- � A � "I",", ...... �__ .. ..... � ... . .. . . .... . ............. �-11--l-,-.--�.,-.---."-,.""""�.11�.� I � � I ------ , , I . --- -1.1 ....... . ...... _ ...................... � . ......................... � I � 1. 11 11 _11- ....... . : ___ , I � ...... . � ... � �''." . . I ... .. ..... ......... . ..... , i . i ---- ------ z ...... .. . . . . - 7.:"�_.�',�_..'T� _.�'.� . . .... . ....... - � -- ---- - ......... . . -.1- .. ..... .. .. - ... I ....... � ....... 1-11.11.11 � DESIGNED BY: ... � -------------- ",___ --------- .,..�.�,�l,�.il.11.,...�....�IL.�.,�. Checked: ....... � .... . ..... . ..................... , I � I .... -11 ............... 11 � ..... I ......................... . ............... CG - - - --- - I...1--l-1,1 .... - 111 .. 1-1111.1.1111- ------------ _1 ............. � .... . . .... .. 111-1 � __1 4 ... . � � , , " _.11.11.1111 ---- 1 ; � I ---------- 11.1 ... 1-1- � 1__,_____, I � � ....... iNLET .. - - OR 1. I 1.1.1111, .1 "I 'JUNCTION 1..11 S 1A - ....... . I � "I - � I'll, I , I . INVERT I.. .... 1.11.1111".. 1.11 EL, I'll, OUTFLOW 1.1.11, 111.1 ..... PIPE DEPTH I 11 I 1. 1� - - I.- 1. OFFLOW OUTFLOW ... � ...... ____ PIPE OUFTLEr I..". 11-1- 11 ... .. .... .. .. WATER 11.1 SURFACE 111.111111 ...... ELFV. DIA. I DESK;N LENGTH FRICTION FRICTION I � i : . : JU'UGHON' LOSS . . . I I . I � i � � I � -1-11.11 11.1 ............ � Adj. M r "'.1111111111111 ... Iff - .......... 11.11.1'.. Hl 11111111111 (Film) Infet .......... I .... ........ _ Sfiapigg7 ...1.1-1 .. ..... I.... 111-1111111111 YIN, r __. _ 05 1.1.1.1-1.1.1.11. Fit "" (Fitf,i� .. ..... .. . � 1 ....... FINAL , H�__ __ ... "I I (FtIM): Inlet .-L..."1111.1 .... .. - * V�h(ur __ _�u��!, Elevation Top,af:&H I - �� 1. I 11 T9pof1piet I 111R,��:� ...... . APPROX, _11- -.111.1 11 I'll, ......... Aoju�pnpp(? , ....... .............. 1.11-1--.1.11 PPE W 1.11,11,111, (hADm). 1.1111-11111 ...... " 11 11.1 U�,CH, 'Qu , I � -1-11111111."', (CFSiCW) 1.11.1-111111 ......... PIPE La 111,11111111 (RIM) "..".,.""",.�11.11.1.111.11 SLOFE�Sfa (FTJFT) ..... .. . . . � . ...... _ � ("to): I'll, ................... ... LOSS . I Hf , 11.111111111", (Ftifyi) -.1-1. I—- .1.1.1. Vp ., Conlr� 1111111-1.1-1-- ......... He 11.111111111111111111111' 0m) �. .........'.....". vi 11 _,_11,_" , Vr`2/2 � . I 1111 11, Hi (Expu) ..."..1-1-1.1-111 1111 0-35*MAX, -1-1-1111111 (VQ/2Io SKENI �. I..., ..... I .. .. .. .. I.. M& "I'll111- . . . K 11 . ..... . ......... 1 I I Bend I'll... - - � H ............... �. (0,M) I .. Sam -.1-1-1- HL 111111.1111--, (FUNI) SURFACE 1.11.11 11.11.1 1 ... �. FLOW, I., . ............. F (1) F, (2) - r (3) F (4) r (5) r (6) r (4 F (8), F (9) r (10) I i (,I 1) F ,(12) F (13]F (141 r (15)1 1 (16), r (16) F (17) PF (18) (19) r 200 1 1 � I 1 414.000-- 1 1 202 414.000 100 415,600 24 1 16M4 83T047 UQ�01 0.438 1 5� 37-4 ' . O�918 , 101963 - 1.866 L t0.653 I Oro � O;0O 0.000 1.571 000 1.571 I YES I 0785 r .. f.223 4M 134 432.790 0. K. 202A 1 426.550 ZOO . 4280,% 24 _ 16'.904 � 36,60 � I 01005011 I 0,483 10,90 0.467, M90 1.8,49 , 0,647 9�0 04GO 0,000 i,114 0.31Q 1.114 YES Q�55,7 0740 . 426,890 433.060 04 F ZQ4 . 42T3,�O 2.QO I 42$.9,80, 24 1�;0�4 6.0.11 Qt,0040 I 0,219Q 10,913 , , 0.4,Q2 1Q.762 I 1.790 I Q.�29 0.0 � Q.,OG " . Q..,OQQ1 - 1.992 G,�.17 1.992, , YES 0440 1 �Q,�36. 42�9 ' ,016 . 4_34� 61 Q OX 1 - 206. 1 428,6,80 1.25, 429,816, 15 0,608 29.79 0=100a. 0,002 4�050 0,064 0,60o omo 0,000 U G.M G,OGG 0,064 0�0a QM21 YES O� 041 1 0�044 429.860� 436,090 OX 2086 428.680 2.00 . 430'280 24 , 15�769. 6T67 0;00,433 1 0.293 10.762 OA50 10,618 1.751 0.613 OD 0.00 0.00a 1.062 0.226 1.062 YES 0.531 0.824 1 4,31,104 436MG 0. K. F 208 430.130 2.00 431330 24 14.916, 5199 0.00387 0.209 10.618 0.438 10.485 1307 ,0.597 0.0 OM 0.000 1.035 U59 1.035 1 YES O'518 0.727 432.467 437.640 O.K. 2108 1 431.380 2.GG 432MG 24, 14.257 88.24 0.00354 0.312 1OA85 0.427 1G.479 1.705 ,0.597 0.0 O;OO 0.000 IM4 GA10 1.024 YES , 0.542 0.824 434.034 "0.350 OX 210 433,240 2.00 434�840� 24 14.147 55.42 0,,00348 OA93 10.479 0.42Q 1U07 1 1.6,79 OJ87 ,U I 0-00 OflOG 1.014 . OX3 1.014 YES - 0.507 0300 ,435�540t 4,41,830 Q�X , I 212 , 434� 450 ZOO 43&050� 24 13.774 3204 . Q-00330 0,1W M397 0.420 10;372 1.670 0.585 . 0.0 0100 0�000z , 1.004 0.156 1.004 I YES 0.502 1 0.608 43M,58 441VO Q.K 1 � I 214 436.200 2.00 436,8001 24 13 �618 40.45 - MOM � 0.131 10,372 0,418 M916 1,850 0.648 Q�Q O�QQ 0.00o 1,066 , 1 0,276 1,06,5 YES 0�633 1 . I 1 0.603, 43T463 442.430 OX. I 220 436.320 12,204 a3AO , 09 9 0.0 -5, 1 0.210 10,916 0,463 I I 7468 OM3 I 0.32Q U G.GO OM01 0382 1 0,359 01782 YES 0391 I � OM7 - 430; 172 , 445-0"o OX. - 11 222 338,500 2.00 439.472 24 11.845 30.71 U0244 0.075 7M8 0.228 &699 1.1,75 0.411 010 0.00 O.GGO 0.640 0.246 M40 YES 0.320: 0.395 4,39,5,67 445.35,0 L. OX I 228, , 440.080 1M 441.280. 18 :G.679 34.,a3 0,00360 0.125 U99 I 0.294 8:601 1.149 0.402 0.0 , MO 0.000 0.696 0.281 OM6 YES U48 .0.473 441.753: 445MO O.K. 1 230 440,860 1.50 442,06011 18 6.398 49.76 0.00330 0.16�4 llffl1 0,287 8.303 1.070 0.575 0.0 G, 00 , G.0 68 0.662 , YES 0.331 I 0.495 442,,5551 44T620 I OX � 232 441420 1.50 441620, 1,8 5.730 17,71 , 0100265 . O�047 8.303 0.268 7.712 O;926 I .6.324 0;O G� 00, MOO ... 0. 592 1;416 Oj60 YES un 0.432 44062 448.730 1 O� K, v 238 44�.450 1.25 4.0.450' 11 1.5 1 �04 I Q,3,2.� I Q,00044 Q.928 5351 Q.128 5�03 0.493 OJ72 Q;O OM . "M "' 9.191 O�,, I I 1 YES I � 0150: Ort.7a 447-041 45,3,4159 QJ<m 1 242 1 449.090 1.25 1 450�090 16 1,341 83.05 8 0,0008 0.032 - 5.633 0,123 , , 0 , k w I � 000 M 0.00 0,000! 23 0.1 3 1 J3 1��41: 0.160 YES MSG 0.112 451-061 45UGO OX 1 1 1 - � - I 208A 430.130 1.25 � 431.130 . 15 . 0.671 2 29.71 0.00010 0.003 4.900 0,093 0:000 0.000 MOO U OM 0,0001 'O 3 G.093 M71 OA21 1 YES OmO61 0.0,63 1 431.193 436.alo OX � . I 1 21 OA 433.97G 1.25 434.970 15 0.136 32 00 :1 0.00000 0.000 1 1250 0.020 0.000 0.000 MOO 0.0 0.00 0.000 0.02G - 0.136 0.026 YES 0.013 0.0,13 434.983 440.340 oX 1 . ___ . I . r 216 1 4X11O 1.25 . 1.189 30.60 0.00630 0,009 5,436 0.115 0,128 M83 0,204 �0,0 , O�,00 O.GM 0.319 0�581: 0,414 YES 0.207 1 U,16 437.680 442,760 OX � 218 4�8,170 1.00 438�9M 12 0.608 16-12 0.,00026 0,004 6,128 0.146 10,000 0.0 0 0.000 ,0,0 I 0.00 � O.GM 0.146 0.608 I , 0.190 YES Mg& 0.099 I 43M84 443,900 0, K. I I I 224B 44 0.060 1.25 I 441,060 15 3.950 40�95 1 0.00333, M36 7.615 0.225 8158 1.033 �0.362 Ozo 0.00 0,000 I 0.587 1 0.718 1 O'587 ::1 __ YES - 0.293 0.430 441.4901 446.840 o.k. 1 224 . -----7442,370 . 1.25 . 1 443.370 15 1 2.961 9&0O 1 0.00187 0.183 8.15,8 0,268 5.792 OMI ;0.182 0.0 0100 0.000 1 0.441 0.178 0,441 YES 0.2201 0.404 445331 450.600 0. K. 226 446,660 1,25 447,6801 15 1 0.582 29,79 0.00007 0.002 4,425 0.0,76 O;O0O O;00O 0.000 . O�O 0.00 0,000 1 0.099 YES 0�049: 0.052 447,712 453.320 ok I I 1 114 44,2� 870 1.50 4.4070- 18 4 .001,50 Q,J I I 7.7Z? � 0.211 7. 149 0,792. �0.177 U 0.00 01000 9,5,09 M94 MOO I'll YES 0254 0.3Q,5 445,140: I 40,60 - QJK. 236 444,710 11 1.25 445310 . 1. , 15, I 3.716 I , Ei6�,g I ,4 QM295, 0,10,8 I T1,40 - 0 .198 - , 0,60Q . . I OGO � O I Q,000 1 . u Q,Qp 6��_ I Q GOO, , 9.198 --- 3.74e OZ7 YES . O"J29: 0 . 296 44�,.260 I I 1 4% 1440 I �- I C-K� , 11 I I I JOB NO. 40919 I 240 446.820 1,25 447.820, 15 , 0,438, 18.56 OMOO4 0.001 4M2 OM5 OMO OMO 0,000 0.0 OM 0=0 , 0.065 0.43a 0�085 YES 1 0,042 0.043 447,863 451,490 1 CX I I � 224A "O.980 1.25 441 MG 15 0.645 29.79 0.00009 GO 3 572 "' 0.050 MOO 0.000 O.OGO Gio O� 00 MOO 0.050 0.645 , 0.064 YES 0:.G32 0.035 . 442.015 447MO 0. K. SHEET NO. C6.06 I - - I I I L57'92 � I I - I - I 226A 1 445.410 1 1.25 1 446.410, 15 , 1.473 1 57.42 1 0.00046 0 OL27 0.130 1 U00 I OMO 0.000 0.0 . OM 0.000 i OA3G YES M85, O, 1-1 Id 446.886 1 452.a3G I nk t f :, -0 6 > , (n =, 0 .S 17 w > a) 0 Q) m 3: a) U) 0 & Z, a >1 rz 2 �2 0 a) in =3 a) f 0 = w = 5) -a r- m It- ca Q. C . z: 0 a) 0 = 3: a �p [L 8 D =3 0 -0 W 2 (D CL (n T z a) 0 -0 2 '6 2E a >, �_ (a - F= .2 _0 r 0) - M U) C: 0- 0 Z) U 0 C: E (1) 0 Al ') 3: Z (n (n 0 p �E CL 2 x a) F (D 0 :5 .� -:5, 0) 0 CL --5 2 '§ C1 0) a) > .S; . us N� ca m - 75 (n X r- Q) 0 a) . 15 :15 2 2 -t6 M C: 0 4 0 C: 8 a) - E -0 =) C: 0 M 0 -0 6 0.9 .2-0 m :9 .5-0 0 ci (n a) .2 M 0 -0 2 C (D (n C: a 0 e-) n 0 CL a) -a (n 2 a) �r_ I= F - v �c 1 (1/,C;-"4 _,y� a; C) :5t C0 �R :� U) (ERt i 501 i I I i . I - ----- A R ; i , S0110 i lCharlottesville HYDROLOGICALDATA _11111111 --- I'll '_'_'______1 ...... ...... od-� INPUT I __ ____ =,Area: 3.317 j : � I I I � � ; I I CULVERT DESIGN FORK LD -269 . � � I . I I � I 11.11 ., ............. I .. .......................... . I., 111111111111 ............... . .... _.111_111_____,__ . . . . ....... ............... _� ..... .. .............. ........ .. ..... .. .. __ . il___ .... .. ..... .. .. ..... . . .. ..... .. .. .. ..... .. F .. ........... ................... I T ......... ............. .. .. .. .. .. I � I � COUNTY 'Albemarle (Z one 2) � SHEET i? OF DESIGNER: DATE:� ,6/4/2020 � I � I i � � . I I 11.11 . 11 I I'll I'll I -1-1-11.1-1-1 .. .. .... � .... ..... ..... I I 11 ".. ... �� - I.. I.. - 11 1. - I � I I .1.11.1-1-11-111 . -I 11 � i i I I REVIEWER: DATE:� IVA i 1 !UNITS ENGLISH I � � . I Width 1 28.7 ft f ROADWAY ELEVATION 1 4 56.53 1 ft ; Ro,-4Le.u&nh i 100 IS1114ceT ' PAVED � I � : � ? ; � . __ . ............ __.,��pe ____1111__� I— ...... . . ......... 1111-11.1.1111.111", .... ...... _ .... -.-I..."." 11.1111111-1--__ ..... 111111-1 � ... . ... � I .............. I------ � ,"Fx�eboard � , i I I i � -=I #VALUEl ft I I I t I � --- ,�'ll,�,,�,,�,�","-"""",�'ll"�1.1�,,� .... � .......... . ............ ..... . . . .... ___ ............. ... . ........... ..... . .. . 111-11-11,111111 ........... . .. . I'�ll,�,�-111,11�l-l�'ll"�Ill'-,� ---- __1_______.' - ----- 11 , . � 11 11 11 11 � � � � 11 , " "' i 1` ... ... I � i"WIMIR11111 I I 1 � ?, i i I I �T ime, of Concentration 5 i Slildr. Elev. Lt. =11�1 �ll,",!","4i"�,�,�,�,'�,�,�lill"�i�'i ft r I I ,jmdr. Ellev. Kt.= �'M I !I it , I I I i � N � ,� I I ._111..1.1__1 1 I 1. 1. llil f I 11 , I i 11 I 11 '�114141411�111 .11 -.1-I.-I-1111 ..11,_ ___ ... __11 .. � I I I "I'�1.11111"",��,,�-,�,�-�,�,�,�I � 1,1i ` IP11111I � r � "..�..�..,..,..,..,..,..,.".�,.��.�,.�1.1.1�.,�11--lI � �1.11".�'...'�,�,��-�""I'll""II-111,11,'ll,�ll,� 1_1.1_1 IIIIIIIII,III 11`11_______ 11,11-11-11-1- !"1111 1_111_1______ _ ....... � ....... � ...... ___ I I ; I I ?I � I I c � � I I -Z ... * ---------- � ----------- --- t ------- : DESIGN FLOWS I � ELHWd= 454,54 11 - - ----7,�--- � i I � ! � i - � 11 � ,� i . 1 .: .11, j I ! �� - 111.111.1 1-11 I I I'll I., 11111 . .1 I I �� .11,1111, I I �� - - . - I _ __ - I t , I I I � . � f 11.1 I I - 11 11 � I 11 1".. - 11 11 ; . I I � I I I FLO, IN (cfs) Elsf-- 452,94 ft r I ; I H � I . R.I. (years) r i I i i IF . � , I ; I � I ---,.,., """,�'ll�,��,,�,�,,�'ll,�'ll",�l".�-..",�,,,� ... I'll, 11 . ..... . ....... ���,�.,�ll,",.�ll,����,�ll,",-�I �1111111111111 ................... " - ,111-11111-11,11111 .. .... 11_1 ! - _,' 1� ", __ ............ r" 1,11,11,111,11, ........ 4, ... ...... � � I � i - A 6 !to Design 8.23 1 Eli= 452.86 ft � I � � TW DEPTH Q,27 ft � I I � � I � I -.1.1 ... o", - I I � ___�__ ! 11-11111.1--l". 1.11,11�.1.11,�..'�.11,�.,�.1.11,11,111.11,11��,�I - � ... ill I I .1.1-1. ".-I 11-1 11 ".. 1. . 1-111, ... - I.. I . .... .. , '''', , ''., i I 1, 1 I, 111,1-1.11 ..... - ........ ,11111-111- 111111"1111111 , j I I ; � ---- 1. eagi'B" ed � I ,�__1_ --t- " - 11 I TIN TW VEL. ,3.25 fps 2 Check 6A3 L= 1:21.9 ft I � I . _7 � . � I t Z ,___� . 7,_11mt,n,, _.. t . __11111.11 --- ____11_111 ... I...,..,.,.,",�-1-�,�--�'ll""I.I.I�l"...�.I 111-111111 1-11.1-1-.11-1, ��� 1-111-1.1- -------- 11 Iw,;��,;�� . .............. 111.111.11,11,111", ... "I .... __,111 ... 1__._____ 1.11111 "I'll.11'.1�-,�,�,�,�",�,�""I'll""I'll'.111-,,�111.1-11�,�-,� ....... - ........ ..... � ...... . j � ------ � ; : in, i -------- 1 25 pytfm 10.35 1 S-- 7.88% ; � of ----- * Channel h1v.EI_ 443.25 ft � DEPRE, ON � I 0 _--�,I_,_ __ .... . , . .. I. .. ... I ........ - I �. I �. I.... 1. 11. 1. - I . .1 I I SKEW= 0 0 ; 5 0.013 443.Z5 ft : ; CULVERT DESCWTION; I I �It Elo= , ; , a" Be,d . , I . . ......... I , i � ; ... ........ � ........ I 11111_,�, 11.1.1--l- 11111 .�,�111.1.�.",�Ill""Ill.,,�,,� ......... V111111-1--1111111", .... i ...... ; -11�,�.,�.1.11,11,�'ll",��ll,",,,,,,,� .... _,._ 1111111111111-11 .1 111 ) ; � I I � ; �. i i i t I t TYPE,. � I � , I I E � i � I I I I I I I I !Singlefflultiple Conforming � , I I - I I I i CON�TROL MININIUM InietEdgeDe,scrIption: I I I TOTAL FLOW PEF HEADWATERCALCUI-ATIONS ,"�.��-�,�1-1111.�---�,���-��,�,�I 1.____ .11111_1_____ . ... __.___11 ... .... __ ", ______ - __11._1._.__ � I -.-- 1 -1-11111- - Smoo I th Tap, . er � e( I I 11 I . D � let 1. T I hroat __ ------- ___t_1_1__1_1_______ T ...... ________, ____ F , L " 0 , W ____ - B , A � RRE , L - INLET CONTROL OUTLET CONTROL HEADWATER OUTLET SHOULDER COMMENTS iI - _._ ..., , ". , '' .... __1111. I I.. I .... I . . �. � .11111 .1 .1111, I I I � I I ,S,filpj��/i\4tdtipleCoiifoni-�iig/BrokeilB.a�k,Ctdv,erts Q Q/N HWi/D HWi FALL ELHWi TIN do (dc+D)/2 ho ke U ELHWo ELEV 111- VE 11 L ...... _ 11-111.1 E 1. L I E I V I � 1111-1111111-111--11 11111 I -"-"- "" --- __11111 ..... ' . .. ... ...................... "' I'll I 11 "I � 11-1-1-1- ........ 11111111,11111"", �ll,�1.11,11�,�"",�,�,�'.111,111.111.11I.I..,.",'ll",�'ll""I'lI ... I . .............. �__ , , ", 11 1111.1111,111 11-1--l- ......... 111111111-.1.1 1.11111,1111-1 .......... ___ ....... -1.1, 11 . MATERIAL SHAPE, size, (iu) NL M anni1w c fs rfs ft ft ft ft ft ft ft ft ft ft fps it I I 11 [ ........ . . .. I I ConcKett� Circuliff I& 1 0.01 8.23 8.2 1.12 1.68 0.08 454.54 0.27 I 1.1 1 1.31 1,31 0.20 1.15 445.70 454.54 14.30 , 11 I I I I - 6.43, ,6.4 0�98 1.47 0.0.8 45433 0.25 098 1,24 1,24 0.20 010 445.19 45433 13.34 . . 10.35 10A 1.31 1.96 0,,0,8, 45C82 0.30, 1.24 1-37 1,37 0,20 1 �82 446,43 454-32 15-21 , I � I - I I I II . I . . . . , I i I � I � I � � i I TA1LWA1:F_R RES ULT S: . ROAD WAY 0 VERTOPM G: Broken Back Cdl-vert I TAILWATERDATA- �� I ; i I _R0AV'yVAYJ)ATA- I . - __,� � I . __', � to : Flow she�ar, ��� pping Oveiloppmg � , , I Discharge LENGrH Elev. 1%EW Q Channel, Shape Triangular . Discharge Elevation Velocity Roadmy Width, A i : I I I � Dj�charge Elevation I depth f0rce i 28.7 0 1 1 1 "I'll, "I'll, , I'll, 11 11,11 � 1111-1-11111,-, ... I I'll, I'll, 1, I I I I I I 11 I ,, I , 1, I I � ,, ", � 1, I 11,1-11,111 . __ , I I I I 11 I � I I � 111111111"I'll'', 1, - , --,---I-,, � I ''I ,"",", 111111,111.1111 11 � I 11-1111111111, ........ .. .. . �, � � ; On,. = � I efs a ft fps P bT Surface Type i efs ofs ft 5 0.035 1 1 1 Bottom Wiah, ft 0-00 � PAVED i . __ ................... . . �, ......... ... 11 � 1 I i I 0 0�00 ; 443�52 0.27 3�25 1 A2 Top of Road Bevation, ft esigu I I , I Side Slope Lt- (RIV) 5000 ; Design 466.53 D , ...... . ,L, 1--." , ""'', I -.11-11-1.1 -1.1 "I'll" - I I." - 1.1, 11111111111.1-1.."I"', ..... ",,".",", 1-1- I I I f I ............. """""""' "' I I 0 . I : : 9 Len � 100 I Side Slope R: (Rlv, 443,50 0,25 3.06 1 1 gth of Road, ft ' , 0.00 � ; Chec ) � I ___ , , - , 1.1-1 .... I ................. I ...... � ..... � ............. .............................. .............. ..... ...... . . � � � ; P � 443,55 0.30 3.44 1.54 1 0 0.00 i i 1** * - I C�a,R,nelSlope, ftift 1 0_0830 I I Max. T I - If a " _ TECHNICALFOOTNOTES. I I I I ; � � . . I � . � I i I � � J 1 j 1 � � �,�l�---,--,-",,�-",--,�-",--,,-�--�-� � A i : ................ 1_11__L_.___1 ... 1-1.1 ......... � � 11-1 --- __ ...... - ---- --------- -'_- - -------- ___ . ........ 1-1-�--l-l�1-1-111-1-1-1-11111-1--�ll,",--""�--! (1) USE Q/NB FOR BOX CULVERTS I I ....... .. .... ...... ........ _____ i I i , ---- ---- _ _ _____ � � L" __ ... _ .... _.__ ......... �__,_ ... 111 I � ; r L ; ....... __ - --------- L ... 1_1__1__1_1_1 ......... I-— ." ____ � - I—- ------------ ----- _ --- --- 1-1-1-1-1 _ I (4) F,Lhi = It VA + ELi (INVERT OF INLET CONTROL SECTION) � ..... .. .. .. ........... � ........ ............... ...... .. .... . .1.111.111.111, ... ..... .. ..... 111.11,11.11,111, 1.1.1,11.1 .. ........ .. .. .. 1.11.1.11.1.1.11,11.1'll""Ilf'I 11-1-11"? __ ... _ ---- --- i -_ _11___ - � (6) ho = T W or (do + Dt2) (WHICHEVER IS GREATER) i i I I __ , - , ". , , _ " ", .... .. .. ..... .. .. .. .. .. . .. ..... ........ ................. . ... .. .. .. . 111,111,111.11,1111.11.11.11"...",..,.-I " _,,_ """""""" , " " " I—— ___11____,____ -, � -11,11,111, .... I—— . .. . ................ . ..... ..... ......... � ..... ............ . . _ .1111.11,11111, ... .,__.,..._______'_ (2)HV,1i[D=HW/DO,RHWi/DFRO1V1 DESIONCHARTS - - .... I.... 1. I - I � - � 11 111111-11. F", ""' -"",I I I 1'....'......., __ �..'' - - , _ ___'._____,._.___ � � , - - - � _..............'.. �,�""�11.11,11111---�,---",�'ll""..",'I � ; : � ...1. I I ... - '' i ', 11111.11 ........ ....... (5) T WBAS,ED ON DOWNSTREAM CONTROL OR FLOW , . � ... � 1-11.1111111 , ..." , - - ''t", - � � � 1.11.11.11,11, 1-1-1-1-.....'.. -1-111 I I 1 1,33 ",2p i 1(7) H = [1, + ke + (�9ift)/R, ] _g -I'll'', .1111 .. .. .. .. .. I—, - �. - -1--T.1-1.1-11 _ 1 - I 11 I � 1'"' I � � I I , ... ..... .. . � ..... I .... .__ ............. .. __...... 1. 11 11 _111 - - -.1 - 1-1. I.... 1. 1. - 11 - - I.. LL IS ZERO FOR CUL%T,WI'S ON ORADE (3 1 - ,) FALL - HWI - (ELHW(1 - F;LsD; FA Z I � I ; . I I DEPTH IN CHANNEL 1, i � I I I I I � i i I � i m 4 i � � � � I S UBS CRI1`T DEFINE110 NS: I I I i I I ; 1 5 � CONINIENTS /DLSCUSSION:1 ,I i I i i ; C ULVE RT BARREL S ELEC TED � : -,.,-.,.�.I..-""-,--�ll.-,-.-,... 11--l-I.- ,�-�--l.-I-11--l'��-�-,-.-.-��1-1-�I ....... � - ------ - ----------- � ----- - ----- -- _'__1 .......... � .... ____ ... ... k .... __ _-_--- ____ � 'D i HWd I ,E�SIGN HEADWATER ! i ____ ------------ � --- ---- __._,.__1_.____ _ -------- � jNLE � T ; I ___ ---------_- - - ��-�-�--:���-1-1--l-II.-�--l'Il- � � I ! j ; 1__ .... ... � ... � .... . �.""j,.".-,�1.1.�'ll1l.11".�,.�-�lill.-."-,�.-l- _11111 ___ _1 .____ 1-11111-1 I I I I_ 1.1-111. _1_11_1_1 , � � I i � I I I � � � � I � � I'll-, .1, � I -11, I 1111 ____-, SIZE: A, 11 - -1-11, 11 � I I 1. 11 11 11. .. �, 111_11.1.___ 11 ----------- 1-11- 1111_____ ---- � 0 ; HWi �HWININLET CONTROL ,,,.-- ,III _11111311- 11 , � I � ` I I � IOUTLET i I _11".."11.1111 .11,111,111,11111, . .. ...... t ....... .... .1 I I 11 11 11 11 I I : . �, j - 11 11 11 11 11 11 11 11 I 11,11, I I- 11 11 11 IF, I 11111111 11-1111. 11111 T i ,I i i I I � t SHAPE: MATERIAL: - II -.1.1.1 .. .. .. 1-1.11. I ...... I * * � HWQ iHWIN OUTLET CONTROL I Sf IT, ...... 1.11 1.11-1 11 I - 11 � ...... I f Streaiw&d � t � ____ - .''. _�___ � I : I I i I I I . .. .... .. . ... . , .1.1.11, � P I � .1 ... I—- ..... I . I I I � I i I I I I 1; I I I I � I I ?I � .. ..... , - '' _. ., ENTRANCE: ' I I'll- _1111111 11,111 -1-11, 111111- - 11 11 __1 --- I ___'4,____'__,___ I F"',," i I I i I --,-,-,"-"""--"-----,""'I __1_11______ � @# CLI 1", el t face � � 1--l-1111111111 . . ..... � , " -1 , 11 .. " " � � i I � ; 111,1111.11 ... .. , .."'I'l ............ . " �, """.111,11 .. .... �,�",.""'"'�.."�,�,�",�,�"''', " , . ., I Y" � � , " , "' , i I i ) � � � I I I I i 11 11 ".-I'll PI�OH-C T South-svoddRedeveoptuent - V .... -.1 _. I- � 11 I 1. 1. I 1. RO AD ....., ...... 1.1-1-1-1.1-1 ................. ........... ! I C ULNrly,�T i 509 1 1 1 1 I.....,.,..",,..,.",.,.,.,"..I ... I ........... . ; NOAAStatlov; I Charlottesville HYDROLOGICALDATA � � ... ....' ... 11 1.1-1.__ I.. � � � Method: RATIONAL I Drainage Area� 1.102 iAcres 1-1-1 ---- 11111111111111- � : 7- I � i � I � � i � i I I DES IGNFO RrvI, Lb -2 69 � � � � i I I � I ___ . ...... ...... ... -.1 .. .. . . ... ....... .. ... .. ..... ''I � I CULVEKr I� f I � � 1-1- 111-1.11.11 � 1.1.1.1-11 I'll., Z .,.,,.,...;, .1-11, 1-11 ''I I'll I I 11 - ------------ "II.Il-11.11.11�l,",--"�Ill'-"�,,��,� . .. .... . . - � �� . � : I f: � COUNTY Albemarle (Zone 2) SHEET ;OF i � DESIGNER: DATE- R � $ � I � I j� � � � I -, ......................... -.1-1. "I'�,,�1.11.11.11y",-.,".,..",,-,"",.,,.,,.�I .... ... - 111.11-11 ..................... .. ,-.,,.,,.,",..,."",..,..,.....I ............ � ... 1.111.11.1 .11.11.11.1111, ........ . .. .... � ..... ........ ... .111.111"...".1.1 I 4 i : , REVIEWER-. DATE: , , i ! I IVA � i I T FNI' I FNGHSI1 I" 3 ; � i I �O 1 Roa( :RalceTypo I PAVED W1, do I ! 10 I ft 1 ROADWAY ELEVATION I 08,0Q Meogth ;I 2-5 1 1 i i I � : , -, ............... 1111.11.11'r-.1 I I", 1.111, I - - 11 11 1-1-1-1.1- - ________ ...... - i11-1- ...... .11 ...... .... . ... � ........ .. ......... ... ... I ...... -1, I I I I I � It .1.111.1 .............. � I � I ,Vreeboar&=� ff�, _U��" I I IiL : i I � ! ,.11 ---- 11-11111-- , I I 1111-1111111 "I'll" ..... ... .. .. . � ............... .... ... ... .. I � - 111111-1111-11, "I., I ---- ,�-.11----�,�.."."","",�,�"-.-",��", _, � - 11-111111- ...... �, ...... 11,11111 , i - � 111111-11-- 11-11 .11111111111111111-11, t f : m,mr�g " ", "mg , , ,gg'gu gjg�,� , , I ...... � ....... - gml it � � I ShIdr. Flev. Lt. = � I I . 'XI QL- h ey- III, 1 0 1.mimites I . � � 1-1 ... 1111111. ------------ 1, , , I � 1. , Tirae of Coacei (rutj a �5 'iiii'ii'ii')'iii,ii,iii;i��iiiiiiiiiii�!fl�i i , 11 ......... . . , I , , I— -.1 ------ 1111.T___ _____ I 11� I �'ll".�i"�Ill'-"--�,-�l.-.--Z.1.1"� _11111- - ----- -- � I _ .............. __ ,_____.________,_ ----- --- - --- �_____ I ___ ....... . i"I� �111111 . .......... �, ... _ ------ 1111M_�_ ----V _ ------ ",-,---,-,-,----'�"--",""-,-,-�""'c , � � , � It It 0 f'� . - - - - IT— I I - ------ I----- I � -- i __ .1 ---------- � : DESIGN FLOWS E r�L�rl Lt- . . I Il- I , I ; I I I A � I I I I I I I ! '- 11 1�� - _ � .. .. .. .. .. �...... 1.11,11,11, 1...111__,_ ..... ... "I 1, ; .. ..... .. .. ... ... .. . .. .. __11____,_"____,__ ,_________,___ _ _ -------- ______.__ _____11__1 111,.I.-I. - � �-" 11 11 .. 1I.I.F.I.I.I. I �. 1.11, 11 111. "I'll ...... "I ....... ,____ ,,�_, ,I - " .,I,-----, + I ... . .......... .... I t I I � I i I HW ! I ; I H � � I I I � R_ 1. (y ears) FLOW (cfs) Elsf= 483.78 11 i I i I I .1. A 11 IF _ I . I ! __..__1_ ........ 1__ ...... .............. I—— ----------- 1_111f, ............... ,� ------- - - - 1 ----- � - I --- r ______.__ _ --------------- � ...... , ....... 1__1.11 __ ____ I � _ --------- � - - ---------------- __ � --- I I . I A I . I � I TWDEPTH O�55. It 10 Design 5.26 Efi= 493,70 - � I I I I I � � , I i I I ... �,____'_.___11 -J.......- I.....'', 111"T .. .. .. I . .. ............ 11111111.1-111-__ - --- ------ I'll --- .-I-11 I ----- ------ - - ---------- � -- ----- - - __'. """�,�-,-,-"",.�...,IFII--,-I I'll I _ - - - ---------- F ...... 1�1_________, I �, -',""I'll" 11 11 11 11 ""I'll" ',1l' -1-1-11,11, -I'll, ` 11-1-1 --- - - _,__ T IN � TW VEL. 5.02 fl)s I 11 � -- ---- 7' � iStrealu'lle, � I � 11 . 2 Check- 2.25 L= 19.58 ft I I , - I � � - � r I 111.1111 I "I .... __ .... I ......... .. .... ! ...................... ........ 111--l-,", � � - � � �:: :: ::: , i - r77�77�,!!�,�,__ . 11;�,Wil "I�111.111.1.1.11,111,11,l.ill-1.1-1-111,111,�1-1.1-1- � ..... .......... � ..... .. __ ...... -, - .................. , - -"", - . ... ........ 11 " 11. 1.111111111- ........ _� ... ! - - - - - - I I I � I S__ 1.99% DEPRESSION 0:'Ju, I --- r --- 7 � Channel Luv.El.. 483,52 it 25 Max 6.62 1 � i � I I - - - 1- - '_-, � ......... _'. .."', ', ............... . 11-111,111-1-1-1- . --"'I'll" � . . .......... . . � . .... 1-11111111111--__ ...... 11111-1-1-11-1 ....... . . .......... . ......... � ...... .. .......... . ...... � - ----- ---------- _ I CULVEItf DESCRWI`1ON,, SKE'VV= 0 Q I � � I 0.013 Elol= 48,3-3,1 ft ; "u"! I3ed I _____________, . _._.�.____.I_____,_,_,___,��,1,___.�,_.� ........... � j � � I � � � ------------------ ---- - - � ------ ;_,__..__..___._, ..-,-.,�--l'-�.-.,.,-".-"----,�.-.-----�.-.- I � � i I � i i ; � 3 I ; � � TYPE: lsingle/,Nluttlple CQUformiag I : � i � t � ; � � � i -_ I i I i I I � � ----- I I . I Inlet E0ge Ppscri QA; i . TOTAL FLOW PFI� HEADWATERCALCU W IONS R MINIMUM . I , . 14 I 111111.1_______ ------- "I'll",���11--,-----,-�,----,---,,-"-,-� 1________1_1_111__11_1 ____._1_11_1 ------ -------- � ---- 7.. 1-1-1-1] ........... ____1 ---- - -- --- � -------- ---------- ------ � ----- - � --- ------ � ... . .... _L I CQM�s,IENTS 'FLOW BARUL INLET CONTROL QU ,T ,TLET CONT40 HEADWATER, OUTLE SHOULDER StrioI .............. [ 11-1- ----- - - - - -_-----_---- � .". _oth Tapered Inlet T hrc __ .... . . .. .. .. .. .. .. ..... .. . ".....' _ .. .. .. .. .. .. _. -.-I'll," - Q Q/;N HWi/D HWi FALL ELHWi TIN dc (dc+D)/2. Ito ke ,H ELHN ELEV IVEL ELEV. . I ,Vo SillgleI M Ultiple C0111blillitkZ/ Broken Back CnIverts ------- � ------- _____.__ --- I ... 1111 ...... � ------- � --- I __ -------------- -- _1_1 ...... � � --- - ---- _-___,___,_ 1_._1_.__1__._ � -------- � -------- I—— ... .... ........... -------------- �.�"-�-��-,----,-''��-,��.,�,--,-.---,�l-..--.---.--� I .____1_11 --- - -------- _ I -- ------- -- I ....... I ... --------------- 11 ---------_---- ___,_1_.___ MATERIAL SHAPE SizQ�(jjj) N mauml,,g; Qfs ofs ft ft .ft ft ft ft ft ft ft ft fps 11 nI . I . I . I . . concrete Circular 24 I 0.01 5.226 5.3 0,519 1.17 0,08 484.87 0�55 O.&t 1.41; 1 1,40 0.210, 0.10 I ,I�M.7�� - 494,87 7.4�9 125 2.3 Q-44 I 0.73 0-08 484A3 . 0-40 0-52 1.26' 1 126 io.20 0,.01 484,58 48459 5�8_5 1 1 - I - . II 1 6.62 6�6 0.66 1.33' 0.08 485,03 00 0,91 1.416 1.46 A20 Q.10 484,87, 1 4�5�03 &GO - I - I --- I _L__ . . I I ...... -i- I I � , i ROADWAYO '. OPMG: � i I I TAILWxrER RES'ULT$ z � I ROADNVAYDATA. I Btoken Back Cubmrt TAILNVATFR DXFA: ! ! I i I 11 I I -1 I I , I � I I 1. 11.11.11 11.11 i I . I I , � � Overtopping Overt"Q I to v %ear � , ppigg Elev. SKEW Q Channel Shape, Triangular I I Discharge Elevation F, Velocity , Roadimay Width� ft � Discharge: I ; LENGTH , I , depth I force I I 10, 11 I Discharge Elevation , I I I. .. .. .... .. .. .. ____ I L.., 11111111111_ .. ........ .. 11. ",,""Ill., I'll, I I I I 11111.1 11 11 I 11 11 11 11 11 11 � , , , " , � � � � _11.111I - � - ... __ ..... . -------- .... � I'll!' = c fs ft ft fp's PSF Stw1face Type � PAVED cfs i GfS ft Bottom Width� it 0-00 0-035 1 � 11 ; 111111111111 .................. ... -,"'I'll, .......... .. ,', ..... � .... .. ..... ...... _ I Side Slope Lt: (RAV) IN . ........ .... � ........... . .......... !_.- ... I Design 4$4.07, 0.55, 5�02 2,84 Top of Road Elevation, ft. 488 Design : 0 0�90 , � 1.1-1.11.11.11.1 .................. 1-1-11.1, .... ... % ... -.11.1-111-1.111-, . ... I . ........ . �_ ..... -.1-1. _11.11.11.1- , .. * . ..... .... 11 .. .... I - . I I � 0 0.00 I � i I 483 92 0.40, 4.0,6 2.0.6 Length of ,Road, ft I 25 chec I I , I , ChpV* 1. k Sid,e5lope. R.- (11:1% 1 4.00 _______]�_ ........ � i , I , ��1,111' 9 ..... 1-1111,111 11 I I ...... . 1 �.11�1 �, 1-1.11, , , ", 1, 111111i".111.111111111", % ....... I � ; I i 484.12 .0-60, 5-32 1 3�09 I ; :, 0 0.00 Channel-Slooe. ftift 1 O�0830 1 � Max, i � Max. t "" ""' "" , "" " , ""' , , � I ; I I I!, 4 = 4 I I I I I I I I I I 11 � � I _J - I � � I I I � � I - � � i i � � i � � � i I I : 3 3 � TECHNICALTOOTNOTES: I I i � i i I � � I I I I ....... I.- ....... � .. .. i i . -"----. __ I .... � ........... � .......... � . _1 .... .......... I.I.I.I..,."."..",..,.�1.11.11 I ........ � ... ... ... I � ....... ".. ... � ....... t I I I I I 11 1* - , I 1-1.111111-1- . . ........ __ ------ 1.�'.....,."�.�."....-"..,.�'..,..I 3 I I I .11.1-1.1 .... 11.1 .... ] ........... .. ................ - .......... ............ � .......... _ 1-1 ..... I.., . .................................................. 3 11.1-1.11.11 ................................................................. 1.11.1-1 ... I ................ 111,1111-1-1-1 (1) USE-QINBFORBOXCULVERTS ............................. I I, ......................... .. .- ........ I � . ............ 1111.1-1- ........ . Y ! . ; .... �.. 111.11.11,11, ............ .. . ........... I i I _.... ..... ,�l,".",�.�11.11.,�,!..,..,..,..,.'I .1.1 ..... ..... � , , INVERT OF INLET CONTROL SECTION) � � � (6): ho � T W of (de + Q /2) MH ICHE V ER I S GREAT ER) � I � I ........... �1,% ....... ...... ,�ill","%,%,,%,�Ill""I'll",I ... �1, 111111,_,"", , 11111'%,� ", , ,�! ....... ... %"1�11.11111 �,,�"_ ....... _11111�1,11111111 ;,,.,. (2) HWi/D = HWID OR H Wt/D FROM DESIGN CHART S t 111 I.I.; I � i I I i ... I I I 111-111-11.'', , � ; ;---II 1 I , .. ... .. 1'.1�.11.1�11.11,111,111,111,111,'ll",�111.1 � , "" , .... .. ...... "..",.""""""""'ll""I'll""I'll",'ll""IlI I 111-11'111_11�111111_ � 111-11-1111I.Wil", 11 - ",.-`,., ."11.11,1-1-1-1,11 , '�`' " '%`%`, '! , I I I (5) TWBASED ON DOWNSTREAM CONTROL OR FLOW 1 � I ......... � "I',"", 11111111, .... ... . �"",�11.1.1t.-I��'ll""�'ll""I'�'ll".�ll,�'ll"��,�,,� ....... 11.1111111111 ... I1'1.11.11 .......... _,1111111111.11.1 ........... ..... .. . .11,111,11111,1�ll"�,,�",��"",""-,."�1.111",�,�""� ... � ...... . � .. .... . v ....... 11%11111111�11%11%11% %"% �111 I 11111, .... �1, ......... .. IL , - I I � - 13'31v�/2 ; 1(7) H � [1 t ke + (29u-L)/R _4 i _11111.1.111--11 1111.1-.1.11 ... ___' I "I I � _--l"'.., ........... . � . ..... � ................ � ..... ...... ___ ....... ... . .. i ....... ................... �'ll-l",�.,�,�ll,".",,-.��l.I __1_111.1_1 - - __. � _ __111.1111111 I 11 "II.I.I�ll,�1.11,�'ll1l.111.1.111.1.1.11,.��1.11,�,��� ... I—— ..... _/111.1111.1__ .. .. .. �,.,.�.1.11.1--�.�,�'ll,�,�,.�.1.11.11.1�,�Ill","�",�.I.I�l".�'llI .. ........ .... _1 ..., � ..... ..... .... 11._�� , (3) FALL = HWI - (ELHWd - Fr.sl),; FALL IS ZERO FOR CULVERT S ON GRADE � .... .. .. ! i r i � � I j DEPTH IN CHANNEL I � � I i .- ; � � � � � I I I I S UTBSCRfft DEFINff JONS: 1- I � ! I I ..- � : - � i I CONINIENTS I'DI$CUS,S,ION-.: i � � ; I � 5 C ULNTERT BARRELS ELECTED i , ... . ......... .. .. .. ..... .... ..... ..1-1.11.1 ....... 1......1. . . .......... . . I ... .-.1-1-1-1.. � ...".1.1-1.1.1-1.11 ........ .. ........... 1.11.1 ..... ..... .. ........ .. .. .. .. . i .... HWd iDFSIGN'HEAD WAT ER 1 i I, iI � .. .. ........ 1.11 .... I.I.....- ..... .. .. I .. .. .. ..... ...... .. ........................ � : JNLET i � ..... ..... ................ .... ... � ....... - �i� - -.11-1111.111- -I .... ... I .11.1-1-1.11.11 .. .. ........... � ...... ................ .......................................... ..... ......................... ** ? * -, *,*** I i� � , I ! i � � � , ,� -1-1-1-1-1 ........... .. .. ... SIZE- Ir I ,- I 111 "I "I'll'- "I'll "I "I'll'," I 11.1111. I 1111--, ... .. �1_11111111111111_ 1, "I'll,--, 1111- ' I I 4�11111111111 '-'____ ", .... ......... .. %, I H Wit � H W IN INLET CONT ROL I 0 � !111111111111 I 11 I I I I I "I . i ...... "''I'll'' I � : ,OUTLET , ; 1111111111,111-1 I I—— "I'll, � ... � .... � ...... .. .. 11 1111-111 11 .,,,,,I 1_111_1111111111 111-1-111111111 1`111 I—, _,_ ... 1i '�"%,�_1_1111, . . .. ........... .... -1-1111111 � "I, ...... , ""'1111111111 111� ..... ......... ... r r . � � i i . � � � . i _,_, " , " , SHAP& MAT ERIAL: 1-111-1111111""I'll, m L." 11.11,11, 11.11- I , _1111,. ....... ... _.- ................. � '' ... ................ .. � - i i, HWo : HW INOUTLET CONTROL 1 Sf -1,1-1.11111-11 ,11111111.1. 11.1.11 I ,I I I I'll � Strem1b, ed ! � "Ill"*"""""",111*11,11,111,11,.,.,."', - ..... ,", -.1" .. ........... I'�l,"�I'll"�,�'ll.l.-I'�ll,�',', � .. ..... ; ..... . � .. . . . .......... .. ", - ... - ...... .... . i *" 1*11"'l-l"I'"I", 111 I , � i : � I I � ENT CE: ; ...... �, , , 'I .... .. ,.,. ...... __ 1111- I - I 11 I 1-11.1-1-1 ............ .. .. .. . � .. .............. � __' -I " .. .. .. _11 _ � 11 -1 __,� �_ _ ... �_, � I I- � � � I I 11 I -, 'III 1,1, '-, 1 �, '," ........ .... ,, ,-,"I'll" ....... ..... .... 111,1111-111111111111 I 1111- 111111111111111"I'll", 11-.1.111111111 ,,,, , ... ..... ,, .... 1.111,111-11-11, � 11.11.1111, 11111-11111-11 .... I I , f � I I i I @,cutvert face! : ; I i � [11- I � I i � � � I i - - - ... ...... ...... ... .... .. .... .. ... ...... ... , , "'' ., ..... .. , , ........1. ...... .. . � ........ 111.1.11,11.11 .............. .............. .. ..... .. .... .. ...... � . ........ ..... .. .. ..... .. .. .. ...... � ... ... 1.11-1....".11.1.1 .... ...1-1-1-1 .......... .... -.11.111-1.111 .............. � ............. .. .............. ............ � ....... .... � , ... ..... ... 1 .............. _. ... I � ....... .. ..... ............ � .................. .......... � ............. ................ .......................................... i .......... .... � ..... .. .. ..... ........ .. .. .. .. ___ ... .... .. ... .... i ......................................................................... . "T""' '' "'. - -,. , , - i,DES".I,6",�,�,,*,;"","",",I - , ; ; F, . i � � I ,; I � I � . 1, J,,. I I I I I I I - 111-1-1,1,1111 -1.1.111-1111 ', ..... .. . . _1111-11 : . . .......... 1111 I 1-111-1 I'll". jtb.d4i ..... F ''. - -.. - ;.- - , I TROJECT: Southwood �Redevelopment - VtiJ'a'ge I I '' * ... � � � � NED BY4 CG � - ", � I ... .......... '.,1 .11.11,111,111, ... 1111-1111 I - I -1-11111111- .. .. .. , 111111-1-111 -11-11�ll,",-,�-.,.,.�.-,.,.-,""�"I --- 11-11_11- . .. ..... .......... _ , I—- -11,11,11, ............... t .... 11111-1111-1.1-11111-11 I'll . ..... . �, 111-1111111111--_ .... . . ,--,-,-I ... . ....... � ....... ..... I I � """, j ....... ,.-],., '' __ ...... I '' "'' I i � i . i . , � I � � I ; I . i I � , i I � __1___ ........ - ............. ..... ___ � " ` �' I I I i i .111111J 3 1 - � ................ .1-1- "Il.l.--,""."""'ll,�6��'ll,k�I .111.11111111111.1111-1.1 DRAIJ L I-C, .... G, 'R'A b-'E", L N"'E'' ANA' LYSIS I ... I I ............... � ... ........ ....... ...... � .......... F1111111111-111--11-11 �1 4 ............. I 11111111111� ...... _,""".11.1111.11.11 ........ � ......... I ......... ............ ... 4 ...... .. 1.1-41. - 11 ... .... __ , '_ . . ..... . ..... _11I. .11111-1. 111111-111.111111111111 ... "I ". 11 "I'll" 11_______1 --,""I'll _111-1111 I I ..... _'___ ...... � ...... I � I I I � . I I I I o d: --'I'll.-, ..... _ � ........... . .... � ....... ..... ............. .............................. "I'll'- 1111. 11 I ! � I T ; � CS I I I ; i I 4 I II t "I' " . � i � � � � .1 1. 1111- ..,. - _____4 .... .. ..... . .. ''......_.., ___ .. .. .. .. .. ... . �'"',......,..,."..'',...�,.,.� . ...... ..... ; I .I....1-11 I - � I -I... 11 � T.-......- .... .. ___1...._.._._ " * �' , v , , , I : I , I_- - __.....". I I I'll i - - - I � � -.1-1 ] .....1. _ 11 -.1-11 . ......... 1.1'.....-I.- ill I 1-1-1 11.1. � - - �. �. �. �... 11 I � - - i ___ t. �. _, - "... - �. � i � .. --l.........".I.. . � � -1.1 I.."," � I � � i i ; I ..: I 1: :!. , ,,:::.::.'10'''''' Year � � � � � i I I I i I 11 1111 ........... . . . . �.'� .... ..... �l',��ll,",.�,�,,�l-""",--,-, I 11111111111111 """,."""",�ll,""t,l�",�4",--�1-11,1111I ... 1--1 ---- 1--11111 � ... .. .. .. ............. - 1- ... ...... ___ '______ !INCIDENCE PROBABILITY i ; � � i � . I � I . ....11111_____"_, 11111-4-11111111-1-111 "I'll. �, 1111-1 1 . .. ................... �, ... ... y '-.11111111111-111111- .. ..... .. � ...... 1- .. .. .. .. ......... ...... , -.,--""- , I � I ::::: � 2!� . . ...... ...... �,�'r 1--co, I ... , ... ...... I'�,���ll,�Ill'-",-"",�-�%"��""�� . . . . ............ ��,��""I�'ll-Ili-I'll""I�,�,��lI I � � � _'.' - , ; _____"__,__'__ ------ ___-, " � --."�,,,,,�,�".",-,"",,�,,,,'I ---- �1111 ---- -1-111111 ? � � � 1111"I"', 111"11 11 `10'__ ... �____ - ---,: I i ......... t 'r I , � C 4 � � � � � I A : I I i i I i � [ I T I i i � - � I I � � 111-1-11111 ...... _', "" INLET ... . ......... I OR 1-1-1 . . ... . . ........... " JUWTION I I � I—- �. ..1. STA. I I .- I—. 11 111. 11 I � - I— I � 11 "I'll 11-11111" "' , , "" I I"JERT . 1-11- ... I'll..,." - EL. ....".- 1.111- 1.111, I OUTFLOW 11-11 --------- 11-__ PIPE DEPTH � OUTLET . DIA. DESIGN LEW_,TH FRICTION FRICTION � t � � i i � I � I JUNCTION LOSS i i ; r � ; 4 : i ; I � ; � I 11111.1111-1111--__ ... Adj. Ht ,���-11-111.1.1111L.I.I.11111111111 1�3 1-I.-I.I...- ..... � ........... .... Ht ___,__, (Ftim) Inlet .... Shaping? 1 .... 11 .... I.- .......... �q ... - . _ 1_1_1111_1 -----I- Y/N .. 1111111111.11111.1111- 0�5 . ............... . . � ...... ........ Ft (Ft!M) 1.11 1111-1-1 .1.1111.1 FINAL _.__ 11-H I � � I 1 11 fft/M) , , I 1111111I.Inlet ... ... " .11- Water .. ..... . . 111 .. .. .. _____ . ,1Su.rface_ " Elevation 1_111. __ 1_1Tbp1of',MH ....... Top of Inlet 1 .. .. .. I...., . .. ........ .. � .. .. .. .. 1,11.1.Ellev. --I-,-- APPRQX_ 11111111111-1--_ ... __ I'll Adjustment? I.I...111-1.1 . ... ___ . ... _1 ....... - 11.1-11 --- ____111 ... .. .... � ..... OF FLOW 11 1-1111.1 I—- 11 111--l-1. OUTFLOW ----------- 11- PIPE .111.111, 111-1.11111111 .... WATER I - ... I-- ..................... ... SURFACE ----------- 111 ELEV, 1.11,11,111,1111'.. FIPE 11-1-1- .... - ..... ... Do _,", Inimm) ( , I.." ,...., D1,5CH, I . 111-1-1-- - � - Q0 ..... . . .......... .. I'll (CFS/CMS I ) 1111111111-1.111.1111 I PIPE .1 11111-1. 1. LO 1111_11_ (Ft/M , ') 111111111111111,_ ..... ...... SLOPE- Sfo 1. ..-,.... (FT/FT) 1111.1 (UM) 111111.111-1.11111111 LOSS I 1-111_111111--.11. Fif "I", 1111 � I'll _(Ft/" ... I'll, I I I ..... Vo 111111111_ Contr. I'll. 11 11 - ".... �. Ho 11111111 (Ft1m) I 11-I.- ..... Vi 111111 - ........ 11 Vi#2/2g 1111-111.1 Hi (Expn) .....-.111.11. - .... I.- 0,35*MAX, ----- - ---- I (Vi212 g) , _SKEVV 11 11 11 _.... - - Angle 1__11_____ . .. - 11-1.1- -11. I'll, 1. 11 - K 11_____1111111_ Bend, 111.111"..., . ............... ... H --l",-, 1- I 11- TV" . Sum I...1-1.1-11.1. ... .1 .. .. .. � HL 111,_ ----- --- _ (FVM) SURFACE 1111.111 ... _____. FLOW _______ (1) 1 (2) - - (3) .(4) I (5) (Q) (7) (8) (9) (10) I (1 1) .(12) .(13) - (14) 1 (15) 0 6) (1,Q) (17) 1 1 0 8) 430..910 (19) 400 1 402 430,910 , 1.50 . 432,1 5,650 38.92 � Q-00258 , , I 0,100 1 5,82 8 0.1�2 8.653 IJ63 Q-407 0�0 0_0Q Q,Q.00 0,539 1 0.000 G.539 , Y E$ I , 0�269 O�370 432,480 , I 437,620 OK 406 - 432.070 1 1 �25 433.070 15 - 3.689 10,05 0,00290 1 0M9 8�653 0.291 8.554 1,136 0.3'98 0.0 0.00 I :0.000 .0.688 ,0.813 ,0,895 YES . 0.447 QA77 433.547 436.910 1 OX. , 408 432.470 1 1.25 431547 1� 2.876 172.89 0.00177 0.305 8.554 0284 6.717 OJOI 0.245 0.0 0.00 0,000 0,529 0388 0:529 YES 10. 265 I 0.,,570 4W918 445.650 O'K. .. 43.8.9,5Q 1 1.25 439.950 15 2.488 , 38.46 0.001.32 0,051 6.717 0.175 i 7.371 I U44 0.295 . 0.0 0.00 O'Ao O�470 0.000 0.470 YES 0235 0,286 1 440M6 44U80 QX. 416B 444M0 1 1 25 44,5.QQO 15 1.110 47..62 0.00026 0.013 7.371 0.211 4.171 0,270 0,095 1 Q.Q Q-QQ . 0.000 0�305 0MO U05 - YES � �0.153 0A65 446,605 - 456.800 Q_K, 416A - 450.420 1.25 1 451.420 I 15 � 1-110 53,95 0.00926 1 O.,014 4.171 0.068 - . 4.103 0-261 0.091 1 0-0 01.00 I I 0.000 -_ 0,159 O�044 I I OA59 . YES 0.080 0-094 - 451.514 - I 458-060 O.K. 416 , I 451 A0 1,25 - 452.0,60 15 1 I.Q66 32,38 0,00024 0,008 4.103 0,065 3_886 0,234 0,0$2 0.0 0,00; 0.000 0,147 0,103 0,147 YES 01.0-74 1 0.0-82 452.142 4WQ20 QX. 418 451.480 1 25 452.480 15 1 0.873 4116 0.00016 0-007 3.886 0-059 3-238 0.163 0-057 0.0 I 0-00 OcOOO ,0.116 0.415 0,150 YES 0�075 0.082 452-562 458.710 O-K. 420 452,Q10 1 1,25 1 451 1 0.45a, 3.3,58 QM004 0.002 1 3,238 Q,041 Q_Q00 Q,Q00 0,000 Q.Q 0M U00 0.041 0,458 0,053 , YES ,0,026 U28 45.3.03a. 458.430 O.K. I I 404A 431.310 1.25 432,480 15 3,118 , 26,75 0,002M 0.056 4,673 O.Q92 406 0�341 QJ19 , 0,0 0,00 .0.0,00 ,0212 , M10 0,21 ? YES - 0 1,06 �!�� 0161 __ , . 432,641 437�240 OX. 404 - 431.600 1 1.25 - 4324641 15 , 2.708 1,06.66 0.00157 , 0.167 4.686 0.085 0.000 I 0.000 0,000 I 0-0 0-0,0 0-000 01085 2.708 0.111 YES 0'055 0.222 4,32-946 436.490 0, K_ I I I I I - 412 439.820 1 1-25 440.820 .1 15 . 1 1.384 56.58 0.00041 O�023 5�684 0.125 3-976 0-245 0-086 I 0.0 . 0. OLO - 0-000 I 0.211 IE 0.504 0.275 YES 0"137 0.161 441.266 445-970 O-K- I 414 I 441,050 1,25 442,050 15 0�361) 36,132 0,00Q03 0.001 3� 833 0,057 0,000 0,000 0.000, 0,0 0.00 omo 11 . ,057 1 ,O�360 OD74 YES 0.037 O'.03�, 442.088,1 446.170 O.K. I 412A I 1 441.400 1 1.25 . 1 442.40,0 . 1 15 _ 1 0.408 . 56M . 1 0.00004 1 0_002 , 1 3.976 , 0.000, 0.000, 0.000 0.0 0.00 0.000 ,0.061 0.408 0.080 YES _ �0,040 1 O.,042 442.713 450.56,0, O.K. E Cm D 0 M U N r,j Vi a 0 !� E - E LU = 4j m .- . �- LUI ,>, 3: F-� U (U 3: < M tj �: LL a U. T: r� 0 m _1 a� LU -c- rn < _j U Go Z a- _j - Lfi LU " 0� > CD a) 0 F_ a. C) (N (n r,j _: CL (9 W � Q) m Z � .L, ..d- � C� � =3 3�r. 0 Lo X U (n 2� 'W e L<L 0 14 =3 LLJ 0 1�2 (V-) ,t V) X r- 64 U (3) ,0 Z Z�: Z�: LLI q� ! >0 F_ < L0 1'� Ln Q Z Z 0 L6 > Z Z -W r1l V) 4 2 LU ry 6 U (:) U A CL 't 1 � � 00 _j CD W :2: Z: %J0 F_ :� Z) cc U Q) Q-1 (A 13-1 � C1. � :D 0 Q 2 Q2 = U (f) !� V) !� =) 0 LU Q� LU Q� CY1- I m F_ 0 lz� rN CD rN W > Ill W Z� C:, rN � m � -N ,Z-) ;�§ U 0 " LN < -_-, �§ :� a= 0 1 1 D V11 > Z) 6141, 0 �_ 0 so 9 0 0 0 4 m ATE 020 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLET7- CHECKED BY C. SHIFFLETT SCALE NIA W F11 L m I 1 53 .0 < 6 .�� 0) 1 2 Q a 1 S (D �� > a) 0 .4 'a > = 3: 0 (n I 0 2- , CL ;:1 �_ C: (j) 2 L2 -0 Z Z (1) LU 0 `a! < - -0 Z > �_ -6 , = - (D LU < = JnL _j _j - 'a Q� E: m 0 < D �__ 2: c) m _j LU Q� 00 I .S _j 0 LU < 4< _T 0 LL ()= �: 0 .S > -00- Lij � �- (1) Z), 0 = 0 Z 0� -a W C) ::) W 2 (D CL U) 0 > 2 Z LU U a) 0 _j -2 ��E 0 2E C ;" ::) W F_ ry E 2 0 -0 C r Q) m Y) C: a. a =) 0 r) 0 = R B 0 � U) 0 Z U) V) 02 2 0- 2i x 0 a) P: a) 0 --E _t? -:5 3: a) a CL 4-: 2 3r. T. CL 0) a).r- .? 2 U) CU =; U �__ 0 r x (1) . 2 Z) - a) L) S 2 2,(n m C: 0 -4 0 ,:: 2 a) �2 E -0 U) :, C 0 (a 06 _0 -a .-6 G 2-0 m .-_a - 0 0 C� JOB NO. u) (n.2 M 0 C: M (n 'n a r_ 0 SHEET NO. a 0 CL a) -a q) .2 C6.07 a) �= E VIc (((`?3(?, L CQ C) N C) Q 00 Q C? 0 0 c c C, c ................................ 0 0 11DO-T,61GHT DISTANCE EASEMENT 0 0 A), -11) "IN ... . .. ....... . ... ... ... . ly 4 F 4 -- 4. u STREAM BUFFERI FLOOD PLAIN CONSIERVA 71ON AREA 0/ L1 0 f 7 1 0 .0 A f "I's J) r 4, Z u 44, (3-0 0 n 0 0 0 0 0 0'0 0 0 0 0 ul do A:4 v v v 10 v v v 7 v v v v . ..... .. .. v v v v v IN % V111 - \1 I /--- � , / - \ r, � 00F rTI T1 to loov u 5 <� ty. rl </ . ..... . g"Iy -1A b N 00 Ij < f \ - 7't < > VN 0 PRI VA 7 E 20SAN1 [A R Y <v SE VVE R EA SEIVIEN T \-�N '�- 9,964 688 " j "0 JON t) eve P ODA V I ......... . . It -lip 110 &4� 4- Q t3 + 0 0 ALE 1 �'x 0 0 2610' 0 0 0 0 0 0 TA\ 20'SAN/ TA R Y K- - SE - �? -A �MEENT VVEr -r '88 4' 1p. 0 D.B. 2984 0 0 0 0 ty 0 OL 10 n u .5 ? PROPOSED MITIGATION AREA 0 0 (FOREST SPACE TO BE DEDICATED) v �e N 29,814 SF (0.68 AC) -% 4�4� NOTE: MITIGATION AREA SHALL BE PROTECTED FROM ANY FUTURE DEVELOPMENT AND CAPTURED /> 'Air N-1 � n WITHIN A PROPOSED EASEMENT. THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENT VEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. rO E C) 0 0) C14 E uj C, LL 0 Lu < -i i5 > Z' 0 ju 3: 0 L:nl U) U > %.0 m < m r_ Ln 0 CA 4, CL 00 -j C) uj '.0 F- V) 0 0 re w u 0 0 0 z 0 u U, uj C, (i V-) 0 Lu: R > Lu uQj (i Lu Lu Q) ui 12 DATE 61412020 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "= 100' T--i uj (D z z LIJ 0 LU (D 0 < 2: CUD, 2E —j uj < ry LL > 0 ui uj LL 0 rn Lu u 2 12� < Lij r) 0 U) 0 D 0 (f) JOB NO. 40919 SHEET NO. C6.08 j,/ z -) /17 L v V— I I f 41-01/ C, U c c 3 r c U. a c d C, c n O ~ ~ v 144B: DI-213 6 ft Throat 132: DI-2B 6 ft Throat o00 co " r co °o 14 STA 12+09.73 136A: DI-2B 6 ft Throat STA 14+16.28 128: MH 1 cm o+ 4 F - N + �f TOP 449.23 STA 13+53.99 TOP 443.20 STA 15+04.87 o LO 0 0 Nt z_ Z_ 0 INV IN 440.91 (143) TOP 445.04 INV IN 436.94 (135A) g It z 0 TOP 430.21 ' 1 H 0- > a0 > > > INV IN 443.31 (143A) INV IN 437.97 (135) INV IN 437.27 (133) o 00 > > INV IN 424.71 (129) '`, " . 10/ 26/ 2020 U) F• Z � � z Z Z INV OUT 440.81 (143B) INV OUT 437.87 (135A) INV OUT 436.84 (131) r' U) F- z ? INV OUT 417.16 (127) 460 460 M E O N 0 N � ^ «� �. w a� _ rn �- ro h-Cl) _ N v N F. N F- i `� W .Ni N Q V' o 0o N o 00 $ N 136: DI-2B 6 ft Throat °r° ry 240: 12" Basin -Circular Grate `� °' o O q "t co � � o o ch STA 11 +77.46 C° o M o 00 0 UA M oN�• Mood- mM00't mmNCOMv STA10+00.00 �00d(d0)'t ¢_j000 z o co t6 ,t M + r: M TOP 446.99 134: DI-2A c4 + c*i Mt d I- + M "t �t F• w _j - ui O +o�� ' +od-d' p � ��� p o� z p TOP451.49 zoLo �r p LUm orn p0"T ❑�dZ p�-dt INV IN439.64(143B) STA10+00.00 pr-vz -O �.-dzz a-oN F' ¢o-O oQa_ O Qn - O INV IN439.06 137 TOP443.56 NQaj> > INV OUT447.20(239) �m co Qa-- O (9 W N a � � F z � U) F z z � U � z z INV OUT 438.96 (135) INV OUT 437.91 (133) T- U) E- - - - N U) z z Z � � U 455 455 450 450 460 460 9 o _ C N Z I- OJ = V > 110 OH W W N N LU > �, M L U U ��� �� jj OU OU a�' a O 0 O = cn cn F o 0 N O w w N N Q ❑ O z O H DATE °� 61412020 Z) 0 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY i C. SHIFFLETT + + i � SCALE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 9+50 10 00 11 00 STR 146 - STR 128 STR 142 - STR 136 STR 134 - STR 132 STR 240 - STR 238 ASSHOWN HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' • VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 . Q O ^ N r- O r 0 N .� N .. 5- C:) W o �` o8 ;z 104A: MH-1 N 00 `� o j y STA 14+07.62 r + C6 IL (D =oast TOP422.40 ���z z 0 66Qaz O INV IN413.10(121B) 0�0> z > 0 NF OZ Z INV OUT 411.06 (121A) r��Z- Z 440 r ~ - - 440 440 440 m 0 50 PROFILE SCALE o ^ ^ H E °� o ~ m _ Cl)~ ^ C-4 > c-4 O 2 OO O 2 c0)d `- 2 Nch ❑ c o�O F LO NCVN f- N��- C O d: � C7 O 00 � O � N 0 1- �- U O d' d N O O CO O cp d mo0d' O�0000 N d' mold rco i0 0 d� mO(qlf) dam' o�omF, NC+ co CNJ d• MO�? =��d = N+L0 Z Mod 0 p�d Z Z O ❑c-d'O �r-d'Z Z O ❑rd Z Z O NF'Cf)OZ C) Z Z 66 �U) Z M~�Z Z Z NIQ-OZ Z Z 440 440 460 460 > W L J J Jw m Uj J Q O W p O W 1�1.. 0 0 0 9+50 10+00 11+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 STR 128 - SWM A SWM A - STR 104 STR 120 - STR 108 STR 242 - STR 225 JOB NO. HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' 40919 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 SHEET N0. 0 C7.01 f24 LU 0 <2: 0 > u_ 1 3: t GRADE 450 EX 450 136: DI-2B � 435 435 PROPQSED GRADE; EXISTING 430 GRADE 430 425 � 3' MIN. 425 420 420 �s r 415 � �.98' 415 600/ S MA 410 410 DETENTION PIPE 405 405 PROPOS D i GRADE 450 450 E 445 445 EXISTING 'MIN. GRADE � !2•7' 8" ATER LINE 440 63.0 ,41 � 440 15„ HD F 139 @ 3.00�F 79.43' OF 137 24 HDPE 1.5' �4.�°Fi' OF @ 0.75% HDPE ��0.75% 435 435 SANIT RY PIPE 10 9A 430 � 430 435 � I 435 n 36 ACCESS RISER 430 36" A CESS 430 �ISER � k EXISTING PROPOS D 36 ACCESS �"` `�• GRACE GRADE RISER 425 425 O 420 Mil 420 T S ORM (` PI E 201 415 -- j j 415 MIN. WEI SWM A `WALL ` 400' OF 410 66" CMP �410 1218 121A 7.60' OF 25.49' ©F 30" HDPE 30" HDPE @ 1.30% @ 1.00j/o 405 E I I 405 PROPOSED 445 GRADE 445 EXISTING GRADE 3' MIN. g" WATER 440 LINE 440 435 133 435 31.78' OF 15" HDPE @ 2.00% 430 430 425 425 PROPOSED GRA E 435 435 EXIS ING GRADE 430 � 430 3, --�-• 8" WAT R MIN. LINE 425 425 11g 61.43, OF 24 HDPE 420 @ 2".50 j 420 415 415 455 455 PROI�OSED EXISTING GRADE 455 455 3' MIN. PROPOSED GRADE 450 450 241 83' 05' OF 15�, HDP i o @ 2.00% 445 6}3" 1 237 4 9 OF I `HDPE 2•�0% 445 440 440 435 435 I 1_ �(Co c as �0 o0 0 Cw 2z 00 9 O C — T F O � G C a% N = Q. O � U N cn 3 zN 0 � a 1- m o 0 a O ' a a) c 7 tn X O O O a1 U +� i N N O � U C � N � E C U � O o a (4 �U O N N .— O O U a 2 C N cn (0 N O = U CL N O a) a) m �= L -0 C C co I,- - CD 2 iz- c) m G� C) 2 0') iK 04 2 1- -1 C\j C� C) C) Cq C) v- CN 00 c) Lo 04 co (0 4:! 00 00 co I C) C) (0(0 00 �q c6 C� 'r ce� co 4 co C5 7 m - (R c6 04 co CS (.0. -t C� LO CO M CD 't m �- (D 00 Cq 't + W "t IN 04 t 04 + r- 1�j + C:) CO :D C:) CO � 'It z 0 �- "t z Z 0 z K, 0 66 > > co > > > 00 C) 0 C) ozzz 0> > > z z 04 Z Z AAA 4 4S 440 440 1 EXISTING GRADE ROPOSED GRADE 11 tz�, 435 435 430 1.5' 430 20;?j3 SANITARY 67.67'OF PIPE 8-7 24', HDpj� 207 @2.00% 425 53.9�'OF 425 24" H DPE @ Z 00% 420 420 9+50 10+00 11+00 STR 208 - STR 204_ HORIZ SCALE: I "=50' VERT SCALE: 1 "=5 202A: DI-213 6 ft Throat a) . STA 10+89.90 cu M Ln c) 2 f'- TOP 433.06 C) -r- C) Cq INV IN 427.38 (203) �� - 00 00 LO INV OUT 427.28 (203A) C\1 W 00 (0 1�p OD CO Cq L- 202- MH 1 140- C:) cy� C) m C', (0 00 N It 206: DI-313 6 ft Throat- + 4 -t STA 11 +26.50 (h CI) + C:, M Z STA 10+00.00 Fn "T Z 0 TOP 432.79 LU C14 Z TOP 435.09 > 0 0 > z > INV IN 426.55 (203A) C) 0 > INV OUT 429.13 (205) N U) f- -7= INV OUT 418.37 (201) c,4 AAn MAIN 435 435 8" WATE LI IE 430 430 205-- 29.79'OF 15" HDPE 36 03A 425 @ 203 --24v (), 'Y�h- 425 60.11'OF DPEF 24" HDPE @ 2 n-, @ 2.00% SANITARY 420 PIPE 613-6A 420 415 .00 415 1.5' MIN. 410 410 STORM PIPE �21A 405 405 12+00 9+50 10+00 406: 24" Basin - Circular Grate STA 13+04.75 TOP 436.91 -C Lo INV IN 432.47 (407) INV OUT 432.37 (405) LO C cq 'at r, C) N 0 q Oq Im, 408- 24" Basin - Circular Grate 414: DI-313 6 ft Throat (0 + 0m) C?:4 0) "t m + co -,r q STA 11 +31.86 STA 10+00.00 C) z D Q�qq-_ z 0 C) 1�t Z) �5; z z 0 TOP 445.65 TOP 446.24 > > > ozz z 6 0-- 0 > > > INV IN 438.95 (409) INV OUT 441.79 (413) A rZrZ quM-- U) z INV OUT 438.52 (407) 11+00 12+00 STR 206 - STR 200_ HORIZ SCALE: I "=50' VERT SCALE: 1"=5 302: DI-30 6 ft Throat- STA 14+52.12 TOP 432.77 INV OUT 431.01 (301) AA r, 300: ES-1 for 15 inch Pipe STA 14+49.40 TOP 432.29 INV IN 430.91 (30 IR 440 440 PROPCSED, 435 GRADE- 435 430 430 301 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE 425 420 420 415 415 13+00 9+50 10+00 11+00 STR 302 - STR 300_ HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 E2 (D 402- MH-1 co :3 < STA 11 +33.41 2 co 2 (y) TOP 437.62 C) It C) INV IN 431.31 (403A) 402: MH-1 C: LO C:) q U) Z!, INV IN 432.07 (405) w Q STA 13+14.80 CU CD N w , 0) M CD INV OUT 431.21 (401) S-0 g TOP 437.62 C8 + (0�- + 400: ES-1 for 18 inch Pipe INV IN 431.31 (403A) co 0 CO �'t 0 � Z) z STA 11 +72.31 - 0 INV IN 432.07 (405) 4 CD < a- �- 0 > 0U)0z > > TOP 432.58 Z INV OUT 431.21 (401) 4 U) P Z- 'IT �- - - INV IN 430.91 (401) I 4S.S 4xin 450 EX,ISTING 450 GRADE 450 445 445, PROPOSED 413 GRADE 440 2 8 'r" 440 fiDPE .58, Op 409 TMIN. @ 2.00% 1 jjj)P 34��-46'o E Z00 % 1,5 f H DpZ- @ 2,00%- 435 ---4o7 435 (99, 'YOP 3.60% 430 405- 430 15" HDPE @ 3.00% 425 425 9+50 10+00 11+00 12+00 STR 414 - STR 402 HORIZ SCALE: I"=50' VERT SCALE: 1 "=5 EXISTING 445 GRADE 445 440 PROPOSED 440 GRADM-' 31 435 MIN. 435 IN 430 106. &OF 403A 430 1-51, Lif-C 15" HDPE F'OF @ 0 70% 18" HDPE @ 0.70% @ 0 77% 425 425 420 L 420 13+00 13+50 9+50 10+00 11+00 STR 404 - STR 400 HORIZ SCALE: I "=50' VERT SCALE: I "=5 510: ES-1 for 24 inch Pipe STA 10+06.08 TOP 485.95 INV OUT 483.70 (509) AQC; I VERTICAL F SIDE OF CRC POURED CC NDISTURBED 0) -,t 0 lt� 00 (m , 4f "t 00 co t (0 M (0 co 00 "- N Zo- (0, C) "t -416A: DI-313 6 ft Throat 41613- MHA 420: D 1-3 B 6 ft Th roat - co c) - LO + 00 C) LO CO r- + o6 Lo LO 'IT STA 11 +09.12 STA 11+63.07 STA 10+00.00 0 "t z 0 0- C:) D Z 0 - TOP 458.06 I TOP 456.80 TOP 458.43 �6 � > > 0z cii �< 0- 0> > INV IN 451.06 (417A) INV IN 450.42 (417B) INV OUT 452.35 (419) z u) F- INV OUT 450.96 (417B) INV OUT 446.38 (415) A7n AM 465 465 EXISTI G GRADE - PROF IOSED 460 GFRI�A 460 Lrl 8" WATER LINE 8" WATER I 1) NE 455 455 .3' 1.3 - 419 4 ' 9 450 3 3.581 OF _58'OF 417A --A-1-78-1 450 -450 -TE�`HDPE- HD P! 32-Z8-C�IF Ca, MI N 1,00% MIN. 1 0 - O'y 15" HDI-,jz 53.95, OF Z445 @ 1-00%, 15f' HDP6 TMIN. 137ANITARY @ I-00% PI:D'E P 34-33A 445 41t 43.16' 15" HDIPE OP @ 1.00% /y, D 00% 440 440 435 435 9+50 10+00 11+00 STR 420 - STR 410 HORIZ SCALE: I "=50' VERT SCALE: 1"=5 -410: MHA STA 12+10.69 TOP 448.38 INV IN 444.00 (415) INV IN 439.82 (411) INV OUT 439.72 (409) 12+00 12+50 506, DI-313 6 ft Throat 2 C) 0) LO STA 10+71.64 0 0) _r_ F-- C:) LO TOP 487.17 (0 C) INV IN 482.29 (507) C) w (P INV OUT 482.07 (505) C:) C\1 M CO --t Cq 0� 00 C? C6 + o6 00 "t 504- ES-1 for 24 inch Pipe C) C) + 00 N w 0 C:) t 00 00 + Y) 00 Z) zt z 0 0- - STA 10+84.20 0 CD D �'t 0 a- FS z z 0 Q_- - 6� C D < 0 > > TOP 483.98 6 CD � 0 > �6 (0 0>> > z Lo U) INV IN 481.81 (505) (0 U) F- Z U) f- �� K Aq.r; rinn 1 500 490 490 EXISTING PROPOSED GRADE GRADE - 485 '--1.5' 485 509 480 19.58'OF 507 -505 480 24" RCP 45-. 1F . ..... 12.56'OF @ 2.00% 24" RCP 24" HDPE CLASS B @ 2.00% @ 2.00% 14" TER LINE 475 W/ ASING 475 PE SUPPORT ON EITHER 3SING. I'x3'(FOOTPRINT) qCRETE SUPPORT FROM -jRADE TO BASE OF PIPE 470 470 12+00 9+50 10+00 11+00 11+50 STR 510 - STR 504 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 EXISTI GRADE 495 495 PR 1; 1 490 jGGRADE 490 8` - WhA 1 E R LINE 3' MIN. 485 MIN 485 6ol 480 AZ631 or- - - - 480 24 " HDp,�� @ 2.00% 475 475 9+50 10+00 11+00 11+50 STR 600 - STR 168 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 5 0 50 PROFILE SCALE E 0 r4 0 E LU r F- LU U. 0 U. -C LU 0 H Q� LU m < J U 0o (L _j Uj m - Lfi 0 > C:) LU q) rej 0 U U- LU 0 "j. U) r1j w tD > 0 Lf) < C Lfi 0 CY) J-5 > Lij Q) Q) 00 -j C) Uj ko Z) Z� 0 LL, LL, m :D 0 U4 LLJ Q� ZE r,4 LLI > M LLJ Q) r\j U < c') 0 L DATE 614120 0 m 0 20 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT' CHECKED BY C, SHIFFLETT SCALE ASSHOWN T--i Uj (D LU U) > LLJ w 0 0 W co < > LL 0 LU 0 0 LU U Cl) re r) 0 0 3: r D 0 (f) JOB NO. 40919 SHEET NO. C7.03 L V ((- ( y C- -,/I " LO 0,) (0~ �. 10/ 26/ 2020 ce) OR co CO ���� to�o`�ocfl coi r� ry� moos o LO . m o+ r- F- m + o "t � �- _ + 00 F- + (6 -T I- ^ ca Co CO ��d•O Q�d Z Z Q ��d Z O �I'tz Z Q O O 2 2 M m � Q a Q d Q 0.. _ m Q 0 .i �- � LO rinOZ Z Z LO Z ��Oz Z Z 4 d M E o C° o r `O 475 475 cp o0 0 208B: DI-2B 6 ft Throat rn o C� -4 't ca r": CO� � d� o N o CO o CO STA 10+29.71 Nui "' �� N `� oocCOY,F- TOP436.33 > E oo�~ oo�� Q�-d"p INV IN430.13(207) w E Z F- W � Q°�-� mQa]�0 o<pz INV IN430.13(207A) _ > ��OZ �Oz z Z Ncnl-- INV OUT430.03(2076) ¢LLB � 455 455 445 445 o U. o �uj -cc Q J U 0o Z w H — iri O achoN a (7 W z� ter v V, �o�Q w oa=� ��� =v > 1,0 W W N W 0 GO J �H cci O OU as O oq C7 W W 0 ~ o 0 � N O > w N �o z rn� O H DATE 61412020 O r DRAWN BY C. GAYNER DESIGNED BY 9+50 10+00 11+00 9+50 10+00 11+00 12+00 9+50 10+00 11+00 ® C. SHIFFLETT STR 144A - STR 144B STR 156 - STR 154B STR 208A - STR 208B CHECKED BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 ® C. SHIFFLETT 5 ® SCALE AS SHOWN e o • � 0 50 PROFILE SCALE IL W �- Q _ V c� p � O N 2 r M Q •r- N Fes- N It LO o N 210B: DI-3B 6 ft Throat (0 o co 2246: DI-2B 6 ft Throat co oo c o 0 0 moM� STA10+32.00 mo�� STA10+29.79 (?cS c5�� o TOP 440.35 o r. TOP 446.84 o+ o F- + Lo "T F- H ooCD �� INV IN433.24(209) oo�o INV IN 442.37 (223) Qou'� o`tz CD a_ INV IN 433.97 (209A) � � o- > INV IN 440.98 (223A) � � 0 O � F¢- O > > > cry O- z INV OUT 433.14 (209B) N cn ? INV OUT 440.88 (2236) �t cn f- z cn I- — z z 450 450 455 455 455 455 1 450 450 W < U) EXISTING > W 11 G DE Ld 3' MIN. 0 �LL 0 J w 445 PROPOSED 445 �p GRADE W Q W .2' 8" WATER U_ LIN ,�/ 0 0 W 0 440 440 z O SANITARYW PIPE 42-41 223A L.L. 29.79' OF 435 HDPE 435 @ 1.00% — LJ 0 0 430 430 0 i 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 0 STR 210A - STR 210B STR 224A - STR 224E STR 412A - STR 412 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 JOB NO. 40919 SHEET NO. C7.04 s GRADE EXISTING GRADE PRQPOSED 450 GR�DE 450 3' MIN 445 1 ,� 445 _ � WATER 143q LINE 2.70' OF 5" HDPE 440 @ 1.0 ° 440 435 E 435 430 � 430 445 445 EXISTING Gf�ADE PROPOSED 440 G DE 440 3' MIN. WATER INE 435 435 430 430 209A 32.00' O� 15" HDP� @ 1.00%� 425 425 ' EXISTING _ ,✓ •, � G�2ADE 470 E 470 .� PR P D � G DE 8" WATER I 1.5' O LINE MIN. 465 465 3' MIN. 1' I � �53C F Sj O6, 460 9 OF 1 ; 460 155 @2• ��� S.HDp F 5 HDPE SANITARY 2.5p o o @ 2.00 /o PIPE 13 12 455 455 450 � 450 445 i [ 445 440 440 E FISTING GRADE 435 � , 435 PF�OPOSED 8 WATER PROPOSE 450 GRADE 450 � EXISTING GRADE SANITARY 9 PIPE 33A-33 445 445 i 3' MIN. 411,q 440 83` O 440 I� DPE @ 2.00% 435 435 430 430 L V��-6'(4lJ(CC) MANHOLE STA 10+00.00 16 TOP 492.72 INV OUT 486.37 (16-15) cnn 60" INT. DROP MANHOLE STA 11+14.60 15 TOP 491.81 INV IN 484.94 (16-15) INV OUT 478.39 (15-14) MANHOLE 60" INT. DROP MANHOLE MANHOLE MANHOLE 60" INT. DROP MANHOLE MANHOLE MANHOLE STA 24+37.81 9A STA 13+19.41 STA 14+318.64 STA 17+46.90 STA 18+04.68 STA 20+30.74 STA 20+95.62 TOP 446.28 14 13 12 11 10A 10 INV IN 436.32 (10-9A) TOP 483.66 TOP 478.04 TOP 464.26 TOP 463.22 TOP 456.99 TOP 456.09 INV IN 474.81 (15-14) INV IN 470.52 (14-13) INV IN 456.56 (13-12) INV IN 454.49 (12-11) INV IN 449.53 (11-10A) INV IN 441.09 (10A-10) INV OUT 436.12 (9A-9) INV OUT 474.10 (14-13) INV OUT 465.81 (13-12) INV OUT 455.65 (12-11) INV OUT 454.05 (11-10A) INV OUT 442.38 (10A-10) INV OUT 440.60 (10-9A) 500 495 i j j j E 495 O 490 8" WATER "` WATER SERV CE j } ( 490 IN LINE TO FHA, ! 3.5' MIN. DEPTH E i MIN. APPROXIMATE 485 1 ;1 I I 485 114.60' OF 8" SDR.- 6 PVC l STORM PIPE 163 1 480 1 STO 1 PIPE M 161A I PROPOSED i 480 NORM PI E 167 MIN. �' 6 8" WATER NE GRADE ( ? 1 � STORM STORM PIPE 165 --- 5-14 -- PIPE 161 475 €! € ! 8 04 ' �I OR-26 PVC 1•75% i� `� _ ✓ 111 f _ _ � I WATER SERVICE FHA, DEPTH APPROXIMATE LINE TO I 475 E g, 14-13 Cis 3, OF STORM PIPE 159 J j 470 - - -------- - --470 ` I STORM 8" WATER LINE 465 € ( � PIPE 155 mm T 465 1 8" WATER' I LINE PIPETO 3A 460_____ � ..___ E € ..-...._.._______ ._. ._...._ 13'12 � 8, �6.26 ASS 52 @ 3.06/ lP ...:...._,MI �_ E ._,.��.... �.�_.-i STORM PIPE 153B ...... �- ...� - EXISTING GRADE ..... __... .... 1 460 MIN. STORM PIPE 1 � �'' � 455 455 € € E � __ __ _ __� s _ '`- 57.78' OF @ 2, po2 Dip �_-____ MIN. _..__.._ ..mm.... 450 11-10 A 26 061 52 DAP 2,00 % STORM - '° 8 WATER _ a 450 LINE PIPE 147 STORM PIPE 501 445 E ( 1 € MIN. � ,y STORM oo op w (q L � 445 PIPE 139 440 _ � _ � _ ___ .. ". 6ol C� @ 4 8g, OF S 52 DIP 2, o 0p /o i _ 10- h A. 342.19, OF " ^~ CLASS 52 DU � the Iron @ 1.25 M o ` d 1 _ _� f N. ' r' 440 435 _ - t _ - _____ i _ _ __ _ - _ _ _ I I co 6 1 00 ryy cyy 1 L / ✓ SY Iff lnJ M�c) cl 435 (( uj w co d N 430 430 E _ ___________ ______ __� _�_ __ __.._.._____________ __ _ Ud3� -.k 425 I s 425 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STR 16 - STR 9A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 19+00 20+00 21+00 22+00 23+00 24+UU 0 50 PROFILE SCALE 25+00 M E O O Nv N � C E E W >� Lu � ¢LL u. 2 Lu Cy- -c M U co z a -j - in W ~ O O Ol a O N in V ul d H z d s0 U �Q w 2 � N U > OZ W W ° ~ o w o0 2M c�UU j �H OU OU vi as O cD O 0 N o O ~ � Lu H r \ N z O DATE 0 61412020 DRAWN BY >- M C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN rm r L1J U) 2: > d W w J D! -I 02: w m Lu a > LL o u.j r) 0 W JOB NO. 40919 SHEET NO. C7.05 In 740 C uN . I34380 10126 2020 MANHOLE 8 STA 12+76.40 TOP 438.41 INV IN 430.47 (9-8) E MANHOLE INV OUT 429.19 (8-7) 60" INT. DROP MANHOLE �„ MANHOLE DOGHOUSE MANHOLE STA 11+46.06 MANHOLE STA 15+86.96 MANHOLE MANHOLE MANHOLE MANHOLE STA 21+99.80 STA 10+00.00 9 TOP 430.63 6 STA 16+39.47 STA 19+02.38 rINV +78.11 STA 21+52.38 1 TOP 405.04 E 9A TOP 442.30 STA 13+28.62 TOP 446.28 7 5 4 2 um, ai E INV IN 436.32 (10-9A) INV IN 434.30 (41-9) TOP 437.98 INV IN 426.44 (31-6) TOP 427.36 TOP 422.25 9.51 TOP 408.51 IN IN 399.33 (2-1) INV OUT 436.12 (9A-9) INV IN 433.20 (9A-9) INV IN 428.41 (8-7) INV IN 419.51 (6A-6) INV IN 418.52 (6-5) INV IN 414.38 (5-4) 13.04 (4-3) INV IN 402.38 (3-2) INV IN 398.70 (EX-1A) w ,>„ r INV OUT 433.08 (9-8) INV OUT 428.21 (7-6B) INV OUT 419.31 (6-5) INV OUT 418.32 (5-4) INV OUT 414.18 (4-3) T 412.84 (3-2) INV OUT 402.18 (2-1) INV OUT455 .70 (EX-1B) o u °' � QU 0 3 455 Luo�M Q_W.1 Uco Z °- -� - iri O z " M U �O�Q cn w w x r., z _� o ww ui 0 cn N W Q `r o w Z Z U �U ui as 0 = cWn vWi ~ o 0 111 w N N F- Q c rn z 0 OF DATE 61412020 0 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT ILI cr CHECKED BY CN C. SHIFFLETT 420 SCALE AS SHOWN IJ i (W VU) < J j H\ I 1 W U) 5">w Q LL 020 J w ry m � W J LL W 2 Q0 O W 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 n/ STR 9A - EX 1 L.•{{._ HORIZ SCALE: 1 "=50' Q VERT SCALE: 1 "=5 0 0 1 D 5 0 V) o JOB NO. 0 0 50 40919 PROFILE SCALE rn SHEET NO. C 7.06 60" INT. DROP MAN OLE STA 15+ 3.94 6A TOP 4�2.94 INV IN 424.91 (6 -6A) INV OUT 421.40 (A-6) 450 450 Ii MANHOLE STA 14+55.00 6B TOP 434.78 INV I 426.63 (7-6B) INV OUT 25.77 (6B-6A) 445 445 ,,.,., �.. ,...• / W TER SERVICE LINE;'•. PTH APPROXIMATE 440 440 8" W TER � LINE PROPO ED. LINE GRADE STORM 435 1 MIN. PIPE 213 3.5' MI N. 435 9q-9 146. , STORM 8' SpR 26 PIP � 207 8" ATER @ 2.pp% VC 9- 13p 3 I � 1 STORM � LINE' "WATER 430 430 � 8" OF MIN IPE 203 LINE- ¢o d�N• s �cy @2.0 PVC � 1' 7 M�N FW., o FW... � � � FW.. � 52.2 8' CLAS ' OT111. 52 1 7-6 1 M 5'" N. ...--- „�.... :E07 EXISTING GRADE 425��d1.p%„Sp•38'OFSM425 tJ) Cq U) to cnc�JaycC> � J c�JJ doco1.2°�PI 8 CLASS 1 ^. � + T' � N � � � � � � N FW- � � 5 @ 1.25°/ ° DIP 1, M I � � � 420 .ml J J � � 6 t!) {!� cn cA (n t!) U) UJ to to CA co �• cn J t/7 cn � cv Co J oc� J oo d ry d: oy J N cs� J CV � tsa co Joy 8„ 3, p2, O SOR�2 F 6-S W c10 CV � u i r� cri W cv h uy ta' Ca W �; r W �r N [� LIJ �r � @ 3, p0� PVC 5 51' OF - - � �-- �- -- R-26 PVC ---- �,� 0, 1.50 % 5-4 415 415 ....� c-y �J� tS5 � (1� U) Ui � fI) � to � 8 ' SpR-26 P C - '°®•. a �;� � cn � U) cn Ct) @ 1'Sp% W � 75.733 / O 8" 've. c�vt�v c- � Sp R-26 VC cn Mtn CL cz# F.W.. co � �+ D � �i �?6 O'c 405 0° 405 c � cno� cn cn 400 ��R 2OF 400 26 600 AVC 395 395 390 j 390 L (/ILII,1�SlGe _ Z) 0 -0 ry O CL Z �0 0 O C T F' O � O = Ql N C p. o � U _ (� 'C Z N ON Q. F— N 0 a:S o n ro _ U1 cu � N X = O O i (V = O to V = O N E -0U N O '0 N C �U U C �O U O 2 (O N U = O V O O. +.. O O N N .E VIC CYl 3 CO LL1 U- O ry a L VIC 1I�Z3t 9+50 10+00 11+00 12+00 13+00 14+00 1 b+UU 1 tD+UU I I -ruu lulvv ww HORIZON ROAD BEGINNING - STA 19+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 _4 ZT Ql) N 71 ; I _,_ j L rj L �k 4 /4 L J --k:— A- \j_ Af. j, N, _N�N,,-dw 77 - 11 A-11 I I I wMimmmm rl U) - %?-7, - ww_� 7�/,. . / - � - -f� *. - 4)- --.r — r Z f 4 "N c 4, N K A N ex f Mv y� 11, MyM� W W?� t w C) > W c; C:) > C) LU + LLJ + a CD A 0 r, ol-) w > Lo �t j (c) (D < c) > Lr) LU +o + a C) < � M < Z) < 4c)5 490 490 485 485 T T N 2' \1 480 480 STORM PIPE 165 8" CLAS' : 52 DIP �� �1,� 1 475 WATER LINE 475 470 470 "*I 0 50 PROFILE SCALE 9+50 10+00 11+00 HORIZON ROAD STUB OUT WATER LINE PROFILE. HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 M M &NArd a-- 'T r r, SC;,AL� t=40',// —0— 46 1012612020 cm E C14 E 6E LU 41 M LU L6 0 Lu o ML uj �c m _j U 00 .J — Uj LU 1.4 > C) C) rj LU m ,t 0 U) U_ U) _r > Lo F- Lri Go _j CD LU ui 0 0 cl� r LU u a 0 V) 0 2z z 0 u U) LU 0 Lu Lu U> r'l U U Z) 0 C) U Q) Lij LLI (f) LLI U4 ct� ct� EM — I uj CN < c) DATE 61412020 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE ASSHOWN T--i LU (D 76 < so- CL c: LU > U) L11 Lu r) 0 y< LL o CL ry LU _T C) LL > 0 C) LLJ < -0 c� 0 CL a z 0 0 ry wo LUu = :2 02 E C13 (L D 0 CR z 'n 02 x 0 CL 2 CL ID w ca cn E! w 0 06 0 . i5 .2-0 0 :F JOB NO. 0 40919 co 0 CL C8. 01 )_2 11) 2: E v �_- t(l-z3(& 0 0 3 _c 0 0 o� rn 0 5t Cl) O m -0 0 0 P 7g� MTV Lij 10, VC cl) 0� K = 2.00 LLI A.D. = 4.95% F___ z PVI ELEV = 442.48 PVI STA = 10+27.99 C:) '::� LOW POINT STA = 10+27.04 C:) LOW POINT ELEV = 442.54 5VCS z 0 c) + = 10+23.04 C:) BVCE = 442.58 EVCS = 10+32.94 0 F:V(,'F- = 44262 27'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 < EVCS = 11+63.74 LL FV('F = 446.61 06 w U) 0� w HIGH PT STA = 14+84.61 17- z HIGH POINT ELEV = 458.04 STOPPING SIGHT DISTANCE 152 w PVI STA = 14+72.23 C(- () co rll� PVI ELEV = 458.54 1 _j 0*) U-) A.D. -5.83% W + Lo K 13.00 1 t- 0 ry Tl_ 76'VC N Lo + Lo < 00 U) r- 4 F3.5 ce) oo o) (D r--: Lo (D (D = (o L0 4 co 1-- c� N + U') - r'- �o Lo �<_ 4-) co co (D (.0 + rl- 00 0-) LU cf) 1 C:) LU Lli Ld Lu 14, Lo + 11 > LU + LU + w + Lij + LU + U) LU _u 460 I-_ 04 = Ir- C\l C\l V_ T_ m T_ U) w < c) c) > 460 < < < < < u > < U) Lu Lu zo U) =co U) 00 U) bo U) �o U) PIPE 96% DEFLECTION, YP. CD 3' 455 0-) 0*) 455 CD + EXISTING - -PROPOSED 3.5' GRADE GRADE 1)1() MIN. > '61 �- c� 3' c:) 450 (D - co bo I& co 450 +_ C) I I 11 > PIPE - 1.4' SANITARY LU DEFLECTION, PIPE 34 33A TYP. 8" CLASS 52 DIP STORM 445 > CD STORM PIPE 225 WATER LINE PIPE 417A 445 3' STORM PIPE 223A I -SANITARY SEWER\ LATERAL,DEPTH CD-2 3' 1 3' APPROXIMATE 440 440 1.3' Lj c) (0 c� Ili C) C) Lli CD 04 LLJ 00 C:l LLI (y) LIJ 'q: o a 't ui o c) w " 0 (D L�l� LLj c) (o c'? 3.8' STORM 5; T__ 1- 5; C:) 0 (y) (.0 Lo to - T 5 (D nt - > (,q (.0 co co 5; 0) Lr) PIPE 221 Q� LIJ + c� Lli + N w + 04 w + N LU + Q� co w + co 0� w T m ui + cy) c� LU + It 435 STORM U) U) U) x- co T_ I U) - U) T_ U)I- w w 435 PIPE 215 < I.- or ry < c� �< - ry � ry LLJ U) LJj w Lij U) LLJ U) Lu w U) Lli LLJ U) U) ui U) SANITARY - < �_ < P F- < < < 3� PIPE 9A-9 430 430 C? CC) T_ c� C) co 04 't c:) CD 0) 00 Lo c� OR rl_ lq: 00 Lo Lo m 0) C) cc) r- C'� CA Lr) It c) L0 Lo 't It 06 'r 5. It 14, 6 T_� Lo M N Lr) Lo It L6 Lo Lr) Lr) r� 00 L0 Lr) r� 06 Lr) U) 9+50 10+00 11+00 12+00 13+00 14+00 CARDINAL HILL LANE 15+00 16+00 16+50 -n 0 50 PROFILE SCALE HORIZ SCALE: I"=50' VERT SCALE: T'=5 .......... . . o IN I \ ' "1 11 , \V % lwok 3 �-A V % I IN, N N, � N 'N -6." --- . - N 1012612020 E cm :) 0 U E E U-1 ul U. 0 LU 0 'g Lu m- < U Go z -uj CD 0) R c' (-4 (9 LU C';or o x u (n .j =3 LU 1�n_ V-1 ,t U) x r.4 07- r_ Ln o M > ui Go _j C) w ui 0 0 uj LU C) C) Lij (N Q) > oil u < 6 0 DATE 61412020 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT' SCALE ASSHOWN 4 KN N % -ng m 4t3l IN �4 IN IN lj ... : 46 . 410 J_ IN � � - ! - IN IN 0 159 \N N, �P Lr) LA 'N J_ gr M 6 K, N 0 o' N". o o' IN A, NMRNN 'v*' 0 21 V L i 44b'D- 74 7, 2�i ' , ' '_ 1- 4 ..... _-4 453 4 4 443-4- - ___q I W" _T 442-rr :��4k' L ........... .... -.77. .... ..... .. . . ...... 77 IN j -<r "IN �'a y o o/ r A. s' LLJ (D LU < U) 2- LU LU re EL 0 5- 0 co ()� LU < a- > 0 r-) LL Lij r < 0 Z) 0 o 0� LU Q� in 0 0 D 0 (f) JOB NO. 40919 SHEET NO. C8.03 L � � (W w') r I < C) C\ -PIPE > a_ a_ z LL < LLJ V DEFLECTION, 0 + 06 Z U) + TYP. 0� < Lij < 0 (D < I-_ I.-_ 460 460 Ld w + STUB OUT FOR < I-- ;r 7- FUTURE PHASES TZ LL = CD �< 1 I-, 3.0' 455 06 �o U) 455 (D C) = N c) (D 0 0 1.3' STORM co Lo Ld 0 <1 PIPE 419 _Ij c:) T_ _u + + LLI C14 + PROPOSED--\ �0�'JZ 450 (714 r- GRADE D .,, c -1 450 Z) < 1A I ID =00 uj Z) 00 U) 00 U) U) LLJ F- + [t 06 SANITARY SEINER = - LATERAL, DERTH 00 >< 10 APPROXIMATE, TYP. 445 00 10 a_ 445 co CD Ljj LLI 't + > C) 8" CLASS 52 DIP CD c� (51 '= < F_ >< < WATER LINE c) 440 CN J= 00 co U) U) 440 SANITARY PIPE 33-32A > LLI 3.5' U) _j Lu MIN. EXISTING GRADE 435 z 435 _j e.00% SANITARY SEWER LATERAL,DEPTH 430 APPROXIMATE, TYP. 430 fl- Lq LIJ I- w Lq r- Lij Lr� o fl- u? Lu () (c c: LLJ o N 0) if C) (o Lo c) 5; (D (D 5; C\ a, 5; CD c� + c� + cl� + (y + 0� + ry + LIJ LIJ w (14 uj (N uj L1j co 425 425 U) U) (n U) U) -Q� 0� Q� 0� < I- - STORM Ljj IZ- Lli w [-- U) Lli U) U) LIJ (r SANITARY PIPE 119 < < PIPE 6A-6 420 420 415 415 CD (D C) c\I co ('o 00 Lo (D 00 cy) 0')(D cr) c� (o Lo C'5 00 N C6 Co CO L6 (o co N (71) 6 0-)6 't co L0 Lo c� Lo V) L0 Lo 06 W) CD c\I It m 't It co It I Iq m 'q- It cy) IT It It It 'IT It 14, '14" I-_ C) uj co ry uj I-_ z HORIZON DRIVE INTERSECTION STA 10+00.00 30'VC 48'VC K = 5.00 K = 48.81 A.D. = 6.00% A.D. = 0.98% PVI ELEV = 432.52 PVI ELEV = 435.12 PVI STA = 10+33 PV1 STA = 10+98 LOW POINT STA = 10+28.00 LOW POINT STA = 10+74.10 LOW POINT ELEV = 432.72 LOW POINT ELEV = 434.16 BVCS = 10+18.00 BVCS = 10+74.10 BVCE = 432.82 BVCE = 434.16 IEVCE EVCS = 10+48.00 EVCS = 11+21.89 EVCE = 433.12 = 436-30 101 vu 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 2� > _j (D _j _j co Lr) I- co C:) 00 (c) It cy) 00 ce) w c\1 'q- o6 It + + uj + + L0 u') Lr) T > T1_ Q < (D < C/) �o U) bo, U) U) C:) C:) c� (c) w _j w EA mel 0 50 PROFILE SCALE I" 1012612020 00, ... �10#44' 4 E 0 04 N E uj U. LL Lu 0 lu qg Lu = < _j U oo a- LL, Lfi 0 CS) IGN) 1__ CL Lu " 4 to-j C Yt, ':1 o U) x u U) j Lu C-4 I'D Lq zo W o > w U Go -1 C) w LLJ 0 Lij cj LL m V) V) (D !� 0 LLJ LLj Q) N Q) w > w Q) cN < DATE ce_ Z:) 61412020 0 DRAWN BY C. GA YNER DESIGNED BY C. SHIFFLETT' CHECKED BY C. SHIFFLETT SCALE AS SHOWN am 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 WARDELL CREST HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 _T-144Z A > N�. A% kv \0 v V 1 0 0 414.71 "N J P It of (A lilt It N O'S FI 10 v 8N vA / -", cn It It A\ It It I,\ CIO/ N it V 1 4 I - I I �-? _. V^ V/ "00000q 1. I Pl I I)\, 1 414 t "N �j V 'A -k �'V N A 0 'PI It\ 0 o A'\ It It VW I d N X'/ 41 1 01, k� fit x 11A tg Ir fit ol to 10 ��445 o LLj Lu > > U) LU Lu L.L 0 LL [L 2<: Lu 0 Lu < 0- LL > 0 r) Lu < zo 0 0� uj u c� C) 0 0 D 0 V) JOB NO. 40919 SHEET NO. C8.04 .......... �TH OPS t_; N c: S� 7" 0000 BLOCK 2 BLOCK 10 BLO6K'8, H-6 J-0 P-14 H-7- 10 11�6 BLOCK 7 I= C-) 1\2� - --------- -P J-1 ----- ----- 'moo OAQ G f4 L) y Y�ly J 'r 0000 10000 000se 4�2 *woo cy) -2, 1 BLOCK 12 '4 BLOCK 11 �Jj, J `j-4 P-6 J-3 P-5 ED H-3 LJ y Y 1 -5 �-j I A -A __f ..... zz� A, ul L-AN5 ITT s Lr VA to V( "T F-1 l`tX 1-j— f XI, w H J A Av, 7 Z �J-15 0 or J Z -t,_ k-K k F-1 -�5 p) S p LT L t_,7 FUTURE \D_ k" RESIDENTIAL UNITS k", \J, \v P` V", V \x _A_ 0 J�x r xQ 'A 0 V -3 /d A - Olt A/ f rl PIPE LEGEND T__j NEW PIPE ,_3 EXISTING PIPE 1_3 BRUCE W, STRIMM JR Ide. No. 056612 20 M E CD 0 cj) U N r,4 0 Lu Lu LL -2 Lu 0 < L-uj cn, CL _j LU 5: C:) (34, (D Lu 1q" 0 x < LL Ln c Lfi 0 cn CL 00 _j C) Lu 0 m (D 0 F_ 0 LLJ Lu u 0 0 m Ad z 0 u (n Lu cl I�Ql 0 LLJ L�Lj :LLJ dL] uj ou �j �3 Z) (3008 u u u ce- ct� LQLl 2LLj QLu Qw QLI4 @j 1j, 1j, 1j, U ui ir 4 �(N < r,4 Q Q4 I I Fl"i DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N. T. S. ui (D uj m LU 0 U UJ Lu < > 09 u- uj z C) 0 :c u.j u (D u) ryll 0 w D 0 (f) JOB NO. 40919 SHEET NO. C9. 0 9 .� if _ - _ v Ll I (I 411�( 'cu 0 cm) C11 0 0 _0 a) :tj 0 DESIGN CRITERIA • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 12/1912019. THE FLOW TEST NODE IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW CURVE IS SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER MODEL LAYOUT. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. FLOW DEMAND CRITERIA AVERAGE DAILY DEMANDS: -RESIDENTIAL UNITS: FLOW FACTOR = 270 GPD / UNIT DURATION = 24 HOURS so: AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK 00 BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT BLOCK 3: RESIDENTIAL UNITS = 22 AVERAGE DAILY DEMAND = 4.13 GPM AT J-1 1 BLOCK 4: RESIDENTIAL UNITS = 10 AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 se BLOCK 5: RESIDENTIAL UNITS = 71 off AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 so BLOCK 6: 0 RESIDENTIAL UNITS = 6 o:: AVERAGE DAILY DEMAND = 1.13 GPM AT J-1 1 *0 BLOCK 7: so* RESIDENTIAL UNITS = 6 000 AVERAGE DAILY DEMAND = 1. 13 GPM AT J-1 4 so BLOCK 8: 0 RESIDENTIAL UNITS = 5 0 AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 00 BLOCKS 9-11: so* MIDRISE APARTMENTS = 69 UNITS :0 FLOW FACTOR = 270 GPD / UNIT 00* TOTAL DEMAND = 18,630 GPD ::00 DURATION = 24 HOURS so AVERAGE DAILY DEMAND = 12.94 GPM *00 TOWNHOMES = 32 UNITS 0000 FLOW FACTOR = 270 GPD / UNIT ::00 TOTAL DEMAND = 8,640 GPD G* DURATION = 24 HOURS 0000 AVERAGE DAILY DEMAND = 6.00 GPM 000 STUDIO APARTMENTS = 32 UNITS ::00 FLOW FACTOR = 270 GPD / UNIT 0. TOTAL DEMAND = 8,640 GPD 00 DURATION = 24 HOURS AVERAGE DAILY DEMAND = 6.00 GPM 000 BREEZEWAY UNITS 116 UNITS :see FLOW FACTOR 270 GPD / UNIT *so TOTAL DEMAND = 31,320 GPD 0000 DURATION = 24 HOURS 0000 AVERAGE DAILY DEMAND = 21.75 GPM Osseo 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 *0 BLOCK 12: 000 ONE BEDROOM RESIDENTIAL UNITS = 15 fee* FLOW FACTOR = 270 GPD / UNIT 0000 TOTAL DEMAND = 4,050 GPD DURATION = 24 HOURS AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 000 TWO BEDROOM RESIDENTIAL UNITS = 65 00 FLOW FACTOR = 270 GPD / UNIT ::so TOTAL DEMAND = 17,550 GPD ::00 DURATION = 24 HOURS so AVERAGE DAILY DEMAND = 12.19 GPM AT J-2 000 COMMERCIAL KITCHEN = 5,000 SF sees FLOW FACTOR = 1 GPD / SF ::00 TOTAL DEMAND = 5,000 GPD so DURATION = 12 HOURS 0*00 AVERAGE DAILY DEMAND = 6.94 GPM AT J-2 000 RETAIL SPACE = 5,000 SF FLOW FACTOR = 250 GPD / 1,000 SF TOTAL DEMAND = 1,250 GPD DURATION = 12 HOURS AVERAGE DAILY DEMAND = 1.74 GPM AT J-2 000 PHA LEASING AND COMMUNITY SPACE = 3,200 SF FLOW FACTOR = 175 GPD / 1,000 SF 00 of TOTAL DEMAND = 560 GPD ::00 DURATION = 8 HOURS so AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 0* FUTURE RESIDENTIAL UNITS see UNITS = 250 00* AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 :so UNITS = 250 of 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 CONCLUSION • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. • THE MINIMUM NEEDED FIRE FLOW IS UNKNOWN AT THIS TIME. AN AVAILABLE FIRE FLOW TABLE WAS PROVIDED WHICH SHOWS THE CALCULATED FLOW FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. THE ALBEMARLE COUNTY DEPARTMENT OF FIRE AND RESCUE SHALL DETERMINE THE ADEQUACY OF THE AVAILABLE FIRE FLOW RESULTS. • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE OPERATIONAL AND PERMIT CAPACITY. RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street 70 HYDRANT FLOW TEST Test Date: 12/19/2019 Test Time: 10:00 a.m. 60 --------------------------------- - - - - -- -------- ------------------------------------------------------ ------- Static Pressure: 62 PSI Residual Pressure: 59 PSI observed Flow: 1,313 GPM Note: Flow test results were provided by Albemarle County Service Authority. 50 - ___ ---- - - ----- ft% -40 -------- -- --------------------- -- - -- ----------------------------------------- --- ----------- --- k;; ------ - ---------------_---- -------------------------- P N 30 Observed Flow -Projected Flow 20 DISCLAIMER: The flow test results are based upon information gathered at the time the test was performed, The variability of the water system due to changes in 10 usage, demand and operating conditions precludes guarantee that expectations regarding available pre"'u res and flows will be exacting. Projected flow beyond the observed flow Is only an estimatioTn. 0 -1 0 1,000 2,000 3,000 4,000 51000 6,000 Flow (GPM) JUNCTIONS HYDRANTS FLOW SCENARIO JA J-2 J 3 J4 J5 J-6 J-7 J�8 J-9 J-10 J-1 I J-12 J�13 J-14 J-1 5, J-1 6 J�17 HA H-2 H-3 H4 iH-5 H-6 H-7 H-8� IH-9 H-1 0 H-1 I ELEVATION (FT) 488,5 490,2 492.2 489�1 466,8 4.613 453.2 443.2 440,5 4 �� 6: * 9, 432.9, 440.4 444.2 457.,Q 461 �8 455,,6 451.3 50010 09.8 490,9 474.7 4602 40�5 44.2.8 433.0 441.1 451Q 452.3 STATIC 60.9 66.2 65A 66.7 76.3 783 82,2 Wr5 87.7 8,9,3 91.0 87.8 86A 80.6 78.5 81.2 810; (52.0 615A 65�9 72.9 79�2 EK2 .86.7 91 �O E17.5 82�3 82�6 AVERAGE!DAILY DEMAND (ADD MAXIM . UM DAILY::DEMAND (MDD) PEAK 'HOURLY DEmANi 6,6_6 I mi , I I 65.9 rr) 4 65-0 84 66.8 657 76.1 76.7 740 78.4 78.0 77.1 81.9� 81 A 1 80A W�:Z 853 84.6 87.4 86-9 85�8 89-G 8,8.4, 8-1.3 90.7 90.1 89.0 87A 86 �9 1 65_8 85�8 85.2 1 84A 8G.3 0 1' 7 79- 1 78.6 78.2 7T 1 16.5 80,9 15.2 - 82.7 81,0 01.9 1 61A 6,6q.3 1 1 65.6 65-8 85-5 1 65.0 7?,7 72A 1 71-6 79.0 7&5 __776 F7 84-0 83.4 82-4 86.4 85,0 84,8 90,7 901 1 Lo'+ 87.2 86.6 85.5 _[ 82.0. 1 81A 80_�' &2.3 81,8 80.6 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H-4 H-5 H-6 H- 1 ELF-VA11ON (FT) : 500,10 489.8 400-0 1 474.1 460.� 44A 5 1 442 .3 AVAILABLE'FIRE FLOW- E]ZOEOEOJI) Ann 9 nnn 1 9 nnn - - *AVALABLE FIREFLOWIS CALCULAtED, NON-611VIUL I ANEUILI-tiLY,UUNINU I HL I-I=AKhUUKLY IJtIVV-M-qIJ A I AC, IV[ mr-011jut-j_ PRESSURE. LIMIT OF 20 PSI. FLOWWAS LIMITED TO 2,000 GPM� Location %b LYN�,'O,�YRP RD Date and Time Of Test 12/19/2019 10':QO�IGO AM Minutes; of F19W 2i pipe Size. (inches) 12 Pressure Hydrant 12032,�, $tat ic Pressure (0) . .... ..... Residual Pressure (Pst) [I Q2o Looped 1-1 Q20 Multiple Inline Hydrants 1i MPS1,1-1gle Flow EI�prinkleffOst$14e Flow A 1311 Flow Hydrant #1 IiQ39' Pitot Pressure #1 (psi) YelloWrl 19 Test Flow I flow Hydrant #2 Pitot Pressure.#2 (psi) Yeltow2 El Test Flow 2 01, yell 5 3 Flow Hydrant #3 Pitot Pressure #3 (psi) Test f low 0 T 14 1 ol." . i I e n . t . s J" p "'M110,0' 0g,"41" he way.,' fte� " t'�' �Hy��ants� opened oil t A 4 �q.;W �.d W.s xi,�d4 19W iow-1 mw�pmnt tind =1 F9, t 6" �4�"q "t, i f';1? 14" 6!�o l't il� d q� at i ... I th. P.%Id do. W. PA.% P, C=F- SAW Z� , 400� Estimated Consumption (Sal) For use for wator 0401t; Signature of Toiter: TH 07N� BRUCE I STRICKM JR. Ide. No. 056612 '0 _2 _20_204�' ,2 Cm E 0 r.4 E E LU UJ bW . 0 C) LL. - Ld 0 LLJ CL c� LU Ln 0 1.4 C:) al I',- > r'l UJ n/ U 0 V) �* (1) LL LLJ 'q. ", '�J' 1V21 r-4 0 _> U a) ko L�>U_ LL, ;LLJ Lq Ln 0 r14 LU tn 00 _J C:) LU 110 F_ ZI Z) Z) (:) (:) () 8 U U U ui ce- LL, 0 LLJ Q LLJ (f) V) V) (f) LI4 LL1 LIA 0 04 LU '::) > L1J Q) Q) rN U < 0 V) DATE 10130119 0 >_ nQ A 1AINI 1aV S.HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N. T, S. T--i UJ Ln in :D 0 CU (1) (n 0 2- CL UJ =3 a) < > < LU n < 0 U LIJ U.1 _J LU < C) > X- I.L. ?: 0 LU 5 0 -0 O� 20 0 Z U 0 UJ 0 2i ce W E 2 (n a- 0 V) ::) L) ro) 0 r- 0 Z 0 ry, 2F CL LU ('D 0 �5 0 2 3: _2 Q X 0 2 (D -2 E -0 0 _0 -O.C: JOB NO. 0 C� W.2 En 40919 0 SHEET NO. CL C9. 1 in E VPV7_3�20 L Minutes; of F19W 2i pipe Size. (inches) 12 Pressure Hydrant 12032,�, $tat ic Pressure (0) . .... ..... Residual Pressure (Pst) [I Q2o Looped 1-1 Q20 Multiple Inline Hydrants 1i MPS1,1-1gle Flow EI�prinkleffOst$14e Flow A 1311 Flow Hydrant #1 IiQ39' Pitot Pressure #1 (psi) YelloWrl 19 Test Flow I flow Hydrant #2 Pitot Pressure.#2 (psi) Yeltow2 El Test Flow 2 01, yell 5 3 Flow Hydrant #3 Pitot Pressure #3 (psi) Test f low 0 T 14 1 ol." . i I e n . t . s J" p "'M110,0' 0g,"41" he way.,' fte� " t'�' �Hy��ants� opened oil t A 4 �q.;W �.d W.s xi,�d4 19W iow-1 mw�pmnt tind =1 F9, t 6" �4�"q "t, i f';1? 14" 6!�o l't il� d q� at i ... I th. P.%Id do. W. PA.% P, C=F- SAW Z� , 400� Estimated Consumption (Sal) For use for wator 0401t; Signature of Toiter: TH 07N� BRUCE I STRICKM JR. Ide. No. 056612 '0 _2 _20_204�' ,2 Cm E 0 r.4 E E LU UJ bW . 0 C) LL. - Ld 0 LLJ CL c� LU Ln 0 1.4 C:) al I',- > r'l UJ n/ U 0 V) �* (1) LL LLJ 'q. ", '�J' 1V21 r-4 0 _> U a) ko L�>U_ LL, ;LLJ Lq Ln 0 r14 LU tn 00 _J C:) LU 110 F_ ZI Z) Z) (:) (:) () 8 U U U ui ce- LL, 0 LLJ Q LLJ (f) V) V) (f) LI4 LL1 LIA 0 04 LU '::) > L1J Q) Q) rN U < 0 V) DATE 10130119 0 >_ nQ A 1AINI 1aV S.HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N. T, S. T--i UJ Ln in :D 0 CU (1) (n 0 2- CL UJ =3 a) < > < LU n < 0 U LIJ U.1 _J LU < C) > X- I.L. ?: 0 LU 5 0 -0 O� 20 0 Z U 0 UJ 0 2i ce W E 2 (n a- 0 V) ::) L) ro) 0 r- 0 Z 0 ry, 2F CL LU ('D 0 �5 0 2 3: _2 Q X 0 2 (D -2 E -0 0 _0 -O.C: JOB NO. 0 C� W.2 En 40919 0 SHEET NO. CL C9. 1 in E VPV7_3�20 L TH 07N� BRUCE I STRICKM JR. Ide. No. 056612 '0 _2 _20_204�' ,2 Cm E 0 r.4 E E LU UJ bW . 0 C) LL. - Ld 0 LLJ CL c� LU Ln 0 1.4 C:) al I',- > r'l UJ n/ U 0 V) �* (1) LL LLJ 'q. ", '�J' 1V21 r-4 0 _> U a) ko L�>U_ LL, ;LLJ Lq Ln 0 r14 LU tn 00 _J C:) LU 110 F_ ZI Z) Z) (:) (:) () 8 U U U ui ce- LL, 0 LLJ Q LLJ (f) V) V) (f) LI4 LL1 LIA 0 04 LU '::) > L1J Q) Q) rN U < 0 V) DATE 10130119 0 >_ nQ A 1AINI 1aV S.HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N. T, S. T--i UJ Ln in :D 0 CU (1) (n 0 2- CL UJ =3 a) < > < LU n < 0 U LIJ U.1 _J LU < C) > X- I.L. ?: 0 LU 5 0 -0 O� 20 0 Z U 0 UJ 0 2i ce W E 2 (n a- 0 V) ::) L) ro) 0 r- 0 Z 0 ry, 2F CL LU ('D 0 �5 0 2 3: _2 Q X 0 2 (D -2 E -0 0 _0 -O.C: JOB NO. 0 C� W.2 En 40919 0 SHEET NO. CL C9. 1 in E VPV7_3�20 L Cm E 0 r.4 E E LU UJ bW . 0 C) LL. - Ld 0 LLJ CL c� LU Ln 0 1.4 C:) al I',- > r'l UJ n/ U 0 V) �* (1) LL LLJ 'q. ", '�J' 1V21 r-4 0 _> U a) ko L�>U_ LL, ;LLJ Lq Ln 0 r14 LU tn 00 _J C:) LU 110 F_ ZI Z) Z) (:) (:) () 8 U U U ui ce- LL, 0 LLJ Q LLJ (f) V) V) (f) LI4 LL1 LIA 0 04 LU '::) > L1J Q) Q) rN U < 0 V) DATE 10130119 0 >_ nQ A 1AINI 1aV S.HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N. T, S. T--i UJ Ln in :D 0 CU (1) (n 0 2- CL UJ =3 a) < > < LU n < 0 U LIJ U.1 _J LU < C) > X- I.L. ?: 0 LU 5 0 -0 O� 20 0 Z U 0 UJ 0 2i ce W E 2 (n a- 0 V) ::) L) ro) 0 r- 0 Z 0 ry, 2F CL LU ('D 0 �5 0 2 3: _2 Q X 0 2 (D -2 E -0 0 _0 -O.C: JOB NO. 0 C� W.2 En 40919 0 SHEET NO. CL C9. 1 in E VPV7_3�20 L DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N. T, S. T--i UJ Ln in :D 0 CU (1) (n 0 2- CL UJ =3 a) < > < LU n < 0 U LIJ U.1 _J LU < C) > X- I.L. ?: 0 LU 5 0 -0 O� 20 0 Z U 0 UJ 0 2i ce W E 2 (n a- 0 V) ::) L) ro) 0 r- 0 Z 0 ry, 2F CL LU ('D 0 �5 0 2 3: _2 Q X 0 2 (D -2 E -0 0 _0 -O.C: JOB NO. 0 C� W.2 En 40919 0 SHEET NO. CL C9. 1 in E VPV7_3�20 L I E; SJ 11 i I SANITARY SEWER HYDRAULIC ANALYSIS __1___ . . . . .. . . . . . . ... . . . .. . ............................................................ . ...................... . ... . .................. � ...... . ............ ------------- - --------- ---------- - .. .. ....... � .. . .. .. .......... . ...... � - - ------ ' .... .. �� . ........... . ... . . , iPIPE RUN DESCRIPTION PROJECTED AVERAGE WASTEWATER FLOW I I r � � 'SOUTHWOOD REDEVELOPMENT 1 BLOCK 3 TYPE I UNITS GPD/UNIT FLOW (GPD) RESIDEN-flAL UNIT 1 22 270 5,940 BLOCK 3 TOTAL 5,940 BLOCK 4 TYPE UNITS GPDIUNIT FLOW (GPD) _ RE$1DENjiAL ONIT 1.0 270 2,1QQ BLOCK, 4 TOTAL 2j`700 BLOCK5 TYPE UNITS GPQ/UNIT FLOW (GPD) RESiDENliAL UNIT 71 '270 19,170 . , BLOCK 5 TOTAL 19,170 . BLOCK 6 TYPE UNITS GPD,/UNIT FLOW (GPD) RESIDENTIAL UNIT 0 270 I 1,0,20 BLOCK 6 TOTAL 11,620 BLOCK 7 TYPE UNITS GPDIUNIT FLOW (GPD) RESIDENTIAL UNIT a 270 1,620 __ - BLOCK 7 TOTAL 1,620 BLOCK 8 ' TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 5 270 1,350 ,''.. I - I I I I - PL.QCK8'TOTAL - i L I , 350 BLOCK 9-11 - TYPE UNITS GPD/UNIT FLOW (GPD) MIDRISE APARTMENTS. �69 1 270 48,630 TYPE UNITS I OMUNIT 11 1. 11 . I F I I- , Q I W . I ( . G,PD) TOWNHOMES .32 r 270, 1 8,640 1 - TYPE VN . IT$ � I , Q,PD/UNIT FLOW (GPD) STUDIQ APARTMENTS , 32 1 ?70 8,64Q, TYPE UNIT$ I 0,PDIUNIT FLOW (GPD) _ BREEZEWAY UNITS , 116 1 270 31,,320 BLOCK 9-11 TOTAL 67,230 *NOTE: 8LOCK 941 DEMANDS SPLIT EVENLY OVER BLOCKS 9, 10, AND 14 BLOCK 12 TYPE UNITS GPD/UNIT FLOW (GPO) 1-BEDROOM UNITS 15 270 4,050 1 TYPE I UNITS GPDIUNIT FLOW (GPD) . 1 2- 1 BEDROOM UNITS I 65 270 17,'550 T�PE SQUAREFT GPbISQFT FLOW (.Gpb) .11 . I COMM I ERCIAL I KITCHEN 5,000 I I . 5,000 TYPE . I SQUAREFT - 1, I I � � I GPD/ 1000 SQ FT � I 11 1. . � FLOW (GPD) RETAIL V00 I 250 I 1,2 TYPE SQUAREFT GPD1 I 000 SQ FT FLOW (GPD) PHA LEASING AND COMMUNITY 3j200 175 560 1 BLOCK 12 TOTALi 28,410 FUTURE DEVELOPM ENT TYPE UNITS I GPD,/UNIT FLOW (GPD) FUTURE RESIDEN-flAL UNITS 500 1 270 135,000 1 TOTAL FUTURE DEVEL OPMENT 135 00 " I 1 1 ) I ,,, I - __ __ _1 -- I , I , , I \ � � \ 11 �� 1� , \ \ \ ,, \ -.-, ,", \ \ \ \ \ \ / / , , \ ) \ \ \ \ \ \ 'N ( / j \ \ \ \ I I \ \ I I \ ,,, \ I 1 '. 'N "I \ I.", I I ,,, """ \ �� ,�, I I 11\ '111, I I \1, \ \ \ I-- __ __ _ __ ,--- .-- ---- _ __ ___ ___ __ __ - ____ __ I/ \\- __ - 11 \ 1_�� 'I-, ____ .,_1 �__ - __ - __ -_ ,- � ---- ---- � --- _ --- -_ _ I __, -_ ___ - -_ __ \, 1-1 I I I \ \ 11 11 ,11 I I I I , 1-1) ') - ) , \ `_ - .-I I-, "I I 1-11 I ! 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F- LU >,,, 3: L_ U w 3: � � j-, :t� 3: C) U. L_ r� Lu 0 ra ,-j Q� Lu < _j j5 .-O 0- Lu .-I - uj -� , 5 ,c , ,a, - , q (n " 4 U uj r .:; r- : 1L,u r"? 3: 0 JAI � 9 _j Ed a� u- 04 7) 't r Ln x - " � U w 10 = -� Lq F- r_ Ln 0 m Z " V) 't 2 A a- 't co _j C) uj kD F- vi 0� =) 0 m (D ::) 0 c� M: �_ 0 Lu > M � M: u < z 0 � 4 > cf� Z:) 0 >_ 0 -0 0 z 0 I-_ a- �_q Q� u U) ui C, Lr) 1v � - -1 I�J_l ��_ Z � ��t 0 uj� d�j di Lu V�) z z z z Z Z Z Z ui C> 88,U) a � � � � � � ;2: Z-- � � (3 0 0 0 u (i u u c� Q� ct� ce_ � � � � LQLj LQL4 LQLI 2 U) U) V) (j) �: 5: !� !� Lu uj U4 LLJ cz ct� ct� ct� (Z) (Z) �zj, rN r\1 rN ,Z) c) w (� (� r-4 � rN N IN �� '_1 i�� I- ,Z-) rN 0 4, z-0- Z,� ;�� 14 DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S.HARVEY ' I CHECKED -I I �. < z 77 < W u < 1-� 2: > _j LL� :D 0. _j c� 0 < g 2: c Lu -.J co -.I,- , LIJ < 2: 0 C)� > U_ LU � Lu Z) 3: r) 0 UJ L.0 t,j (j) ce >- Q� < in �_- 0 z 0 < 3: U) r F_ D 0 M JOB NO. 40919 SHEET NO. C9.2 V t(- ( V 6 5160 t X-1 CN 0 0 -&C-AFE UGP--PARKING LOT LANDSCAPE SITE AREA'.. PARK[NG-LCrT-LAKD 4 _u OT E GP— — -AREA �Dy HATCH _Z — __ . I P_ -_ . M I G(M V� N IM RKING T 'CONDO #4,, 1 t X CONDO #3 #2 PICNIC J, C LO' I 1111 If E CT, N J T 0 E LU E UJ LL N 0 \IDO #2,, Cc: LUJ -ur- M0 LYT 9� 1 i I i - CO N D'10 #I C LOT\34 Liri Z Z > LL -7-7 R1 ILITOI 4 S, P C <x V) U OT LU E 1 �4 1_4 0 b- 'FN I < Ln V) Lri C) 0 Ul a (D t iN I--- i , VV 00 _J TYP Lo :3 �3 Z� STRE —SAN — 0 0 U U Cy- Cy- Q_ Q� 16�7v/ I 0 Q LL LL, 81 LL, 11 Q W LLJ LLJ Y I I 0 C� C� QT-n- LLM_20� I nT 2J -(D-T 9 9 LOL23 Q) _LO�i_1_4 U, 10T-16- _MT-1 7- _L� 18- N LU 0 < 0 U) DATE Al > 0 0410612020 APE PLAYS 0 0 \1 , C DRAWN BY L R. COSTANZO DESIGNED BY I L 1,j, PL KIELQ, F. SHALLENBERGER 00 C, r_ 50'�x 0'. LOT CHECKED BY LOI CENTR LOT 30 PAR_ SCALE OT 29 1 30' LOT 7 x LOT'8 C JA LOT LANDSCAPE CALCU LATIONS LOT 38- Tree Canopy Requirement: 15% of Total Site Area K LOT 26 UJ ITotal Site Area 913,604 Square feet U Gross Site Area 873,479 Square feet LOT,4 40,125 Square feet Rec. Areas V `W?QB'0FFER,.1)1/- Pond Area 0 Square feet 71- LOT 5' L �AN Wetland Area 0 Square feet EA$EMLN,l WPO, BQFFER,-T( RT ,),N �W//P/RGPE, // / / / Required: 137,041 Square feet BOUNDARY, IS',LIMITS, 0�1 k T V_ FJRESE"'RVEDJREE��,,I�/IH�,,"//'/ 1 Provided: 400,716 Square feet /I X ;T5E `6,XL CARE /C/U LAT 10 N 5/1 Tree Save 269,889 Square feet �y P F6.20 AC RES) Canopy Bonus 67,472 Square feet ZMWA Proposed Trees 63,355 Square feet LU A� 0 UJ < < > U Street Trees LU 4,!, fro," Requirement: I Large Shade Tree (1 112" cal.) per 50 Linear Feet of Frontage UJ Required: IStreet Frontage: Linear Feet z 127 Large Shade Trees fill', U.J < Provided: 137 Large Shade Trees & LU it U Interior Parking Lot Trees fit Requirement: I Large Shade Tree per 10 Parking Spaces UJ fill P'l ZD 0 Parking Lot #I :ices: Parking Sp 20 n, 2 Large Shade Trees Required: 4 Large Shade Trees Provided: �ESIPUE #2 LU Parking Lot #2 Al ""'out Parking Spaces: 20 X, Required: 2 Large Shade Trees Provided: 3 Large Shade Trees H ME,, Interior Parking Lot Landscaping Area Mumma Jam Requiremen t: 5% of Paved Parking and Vehicular Circulation Area Pill! 1 111111 lit shall be Landscaped with Trees and Shrubs , lit 4 + . .. ..... Parking Lot #1 4--J Square feet Parking Area: Required: 283 Square feet 1' FIT fig Provided: 707 Square feet lift kit Parking Lot #2 N fill 4� WPO BUFFER, TYP Parking Area: Square feet M I A Required: 340 Square feet p lilt Provided: 813 Square feet 0 lilt jiftig a JOB NO. M>V, g, (1) ,Lit fit flim 40919 0 15 30 60 0 Screening SHEET NO. scre ened from adjacent residential or rural districts. Requirement: Parking ores consisting of four spaces or more shall be L1. 01 Each parking lot is screened by a hedgerow of 35 Viburnum Provided: "N L V K_ t Jill I va L_ in EL. OM O N v � N a O > E O E W uj 3 � V N U. — LW O a- ° z w w W -� o zurM cy-, CCU :3X U Q Q W LLJ U U 0a=� H V >� O Z W Z W ~ a H O O 0 - N W> 0 0 �\ W J C=) Ll Z Z Z Z O O O � O C4 O ce � aaa nW, O o00I WWWEli _ (1)V)(f) (f) ZD LL,wWuw O F 0 w O O N O N N N O a ° q z ^� 0 DATE H 0 H vic �v?,3/Z, 04/06/2020 DRAWN BY R. COSTANZO DESIGNED BY CHECKED BY SCALE 1"=40' z uw >LU a0 a. w(D WJ Q H > 0 W z r) o a. W " w 0 O O O JOB NO. 40919 SHEET NO. L1.02 co 7: C> C) 0 .2 7� _j w co c rail Ru A V A\ R UGP- --------------- -13 (35) VD-13 N00 A35) VD IGP— UGP— (6) PA (3) 7 7, 0) i 4 i �r_ f t0t* 12 (4) FG (4) FG ONDO, #4, 11 CONDO #3 #2 (4) HP E (2) CF 0 (3) CF jo) PICNIC LOT V) < 0 Q B > E E Lu 2:*E- (40) IV-LH J > lu A. (,�Y) IV-L LO 1 10 00 LL r, N v Lu w 2- LLJ Lu 0 C) Z R�g ir- . 7 -1 1 1 x \ LM R V:A L/ u r::j u 14� 1�17 #2, 0 x QP, _QT 9� (9) F CONDO LOT\34 Lu (2) CF (2) QB I x (2) CF (10) CA W__ LZ TR' I,! > (2) LOT 8 V) Ln 0%11 P CE. 4� IN u u 00 _j fUlm IZfr_1u,_r F 1. 1-4 T1 U- N 7�-1 C) (2) QB u u u /f (6) AR (6) 3) A vi W11 I C 0 2 Lu LL, Qw U) (n (1) V) CIA A I '\_�/U_ L :5 Lu Lu LQ Lu -f�-j 0 cy- c� C4 C4 (18) IV-LH ....... F % c� Q) CN ui LM X > ui C -7 Lu c '14) GB N, u 4OLT-16- -LaT-1 7- _I_M 18- DT-A 9- LLaT_-�0_1 I�QI 2-1 1-0-L23 LO 0 DATE (4) AR > rRMC Q9 0 0410612020 -9p :)A (2) PA DRAWN BY (3) PA (10) V D-- E U�ED D ,LM (10, LIVI R. COSTANZO (3) CF 1) QB I Ner SHALLENBERGER '0 ',(17)1 V-WR �1�1 Vl� -, Offil- Z'Z ......... . ..... ........ b CHECKED BY (5) JV, A* % ....... ..... ........... ... . .......... 0 SF" (1) CF AI 6) vu )T' LOT SCALE 'LOT 31 (2) AS '100 v, CL 1" 30' (3) QN -:-::::::PAP, (3) AR ......... .......... .. _01 29 (6) L (4) U13 LOT 2 CF (2) ui N� .. ... LOT, - LOT LOT ?5 J EXISTING 1 Ktt:�) I U Kt:M/-\11N BETWEEN, AND THE I OT BUFFER.St INCLUDIN_ WITH A M DECIDUOU0 I I\L.L.1j. Ir 17V ... .... ..... LLJ LLJ LLJ < ............ w UJ SEE ENLAG�MENT Z 've %�ON,SHEEA`1.64 u ui A Groundcover Legend N Grass Juncus effusus R\ESIDUE #2 (J E) q Rhus aromatica 70 Hemerocallis fulva ALL LANDSCAPING PLANTS AND TREES WITHIN AND ADJACENT TO SIGHT f 'Gro-Low' (RA) (HF) N" DISTANCE TRIANGLES SHALL BE MAINTAINED BETWEEN 2 AND 7 FEET ABOVE ct GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE 4-� Liriope muscari Iris sibirica PEDESTRIANS, TYP. (IS) it (LM) CC Perennial garden Amsonia 0 , k,�! tabernaemontana 10 (PG) (AT) Panicum virgafum 0 JOB NO. 'Cape Breeze' (PV-CB) % BUFF',ER, TYP pr + 40919 LLJ Panicum virgatum +\ 60 0 15 30 SHEET NO. 'Shenandoah' L1. 03 L 12 ( e'd In CL Q N C, 0 .2 (L C') U) M 9 r) 0 0 0 S) 0- PLANT SCHEDU LE --F— QTY. I SYMBOL Scl�enffflc Name —1—commonName Isize Ispacing _L Root lNotes I io Yr Canop� canopy Tota STREETTREES 14 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 5,558 22 AS Acersacchorum 'GreenMountain' Sugar Maple 2'Cal. As Shown B& B Matched specimens 195 4,290 6 GB Ginkgo biloba'Sentry' Sentry Ginkgo 7" Ht. As Shown B&B Matched specimens 14 84 17 PA Platanus acerifolio'Columbia' London Planetree 2" Cal. As Shown B&B Matched specimens 254 4,318 39 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 11,661 26 QP Quercus phellos Willow Oak I I' Ht. As Shown B&B Matched specimens 370 9,620 13 UA Ulmus americana "Princeton" Princeton Elm 10' Ht. As Shown B&B Matched specimens 397 5,161 SITE TREES 17 AC Amelanchier canadensis 'Autumn Brilliance' Serviceberry 7-8' Ht. As Shown B&B Mutli-stem specimens, 3-5 stems 130 2,210 2 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 794 2 AS Acersoccharum 'GreenMountain' Sugar Maple 2'Cal. As Shown B&B Matched specimens 195 390 9 BN Betula nigra 'Heritage' River Birch 1.5" Cal. As Shown B&B Matched specimens 464 4,176 30 CF Cornus florido '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 5 LS Liquidambarstyrociflua 'Word' Sweetgum 2" Cal. As Shown B&B Matched specimens 249 1,245 5 MV Magnolia virginiana Sweetbay Magnolia 8'-9' H t. As Shown B&B 113 565 3 NS Nysso sylvatica Blackgum 2" Cal. As Shown B&B Matched specimens 123 369 20 PA Platanus acerifolio'Bloodgood' London Planetree 2" Cal. As Shown B&B Matched specimens 368 7,360 9 QN Quercus nigro Water Oak I I' Ht. As Shown B&B 130 1,170 8 TD Taxodium distichurn Bald Cypress 5' H t. As Shown B&B 36 288 10 TO Thuia occidentalis White Cedar 4.6 Ht. As Shown B&B 10 100 Total 63,355 SHRUBS 44 CA Clethra alnif olia 'Hummingbird' Sweet Pepperbush 3 Gal. A s Shown Cont. 22 CO Cephanlanthus occidentalis Buttonbush 3 Gal. As Shown Cont. 226 CS Cornus se ricea 'Cardinal' Red Twig Dogwood 3 Gal. 4' 0. 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 HIP Hydrangea paniculato'Lime Light' Panicle Hydrangea 3 Gal. As Shown Cont. 37 HQ Hydrangea quercifolia Oakleaf Hydrangea 3 Gal. As Shown Conf. 17 IV-HG Itea v irginica 'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. 97 1 V-LH Itea virginica 'Little Henry' Virginia Sweefspire 3 Gal. As Shown Cont. 29 VD -A Viburnum dentaturn Arroww ood 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. GROUNDCOVEERS & PERENNIALS 29 HF Hernerocallis f Ulva Orange Daylily 24" O.C. Bulbs 8091 LM Liriope muscari'Big Blue' Big Blue Lilyturf I Qt 12" O.C. 1700 PG Perennial garden 12" O.C. 90 PV-CB Panicum virgatum'Cope Breeze' Switchgrass I Qt 24" O.C. Cont. 448 PV-S Panicum virgaturn 'Shenandoah' Switchgrass I Qt 30" O.C. Conf. 210 JE Juncus ef f usus Soft rush I Qt 12" O.C. Cont. 40 RA Rhus aromatica'Gro-Low' Gro-Low Sumac I Gal. 36" O.C. Conf. 97 is Iris Sibirica Siberian Iris I Qt 181, O.C. 83 AT Amsonia tobernaemontano Bluestar I Qt 18" O.C. Legend - Groundcover Grass Hemerocallis fulva (HF) 01'� Liriope muscari (LM) Perennial garden (PG) Panicum virgatum 'Cape Breeze' (PV-CB) Panicum virgatum 'Shenandoah' Juncus effusus (J E) Rhus aromatica 'Gro-Low' (RA) Iris sibirica (IS) Amsonia tabernaemontana (AT) R1r)-Fll TFP P1 ANTINC-7 PLAN S C A L E : 7-=-2-9 mc E 0 U < > 6 E LU > U @ U. r2 LU 0 ao-o LU �1-- M < _J U 00 LU Ui 57- cc"' C"" r-4 LU �� md- 3: 0 J.), x =3 U-) Ln 0 Cr", 41 (n 00 -1 C) UJ 1.0 �- vi 0 :E (D Z) 0 LU LU U 0 U) 0 0 Ln U) Z 0 X FM 1= OC sb, 4--J LLJ Z LLJ 0 Z Z U U U) LU Un 0 LLJ �-4 Z 1--� 1--� V) Z 0 C3 5 cc) LLI U U 8 8 U LQL I LQL I L QJJ UQJ L52 5� 5� UJ UJ U4 LLJ Q� ct� C4 Cy- (Z) C� (Z� N LU (Z) Q) P4 DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY CHECKED BY SCALE AS SHOWN r--i UJ (D LU 2: r) 0 LU 0 LU cy.114 0 0 0 D 0 U) LU -J LU U- 0 D 0 U I P41 S U U.J 0 F- Ln JOB NO. 40919 SHEET NO. L1. 04 L V cc t ((-Zl 3�;�16 -- -------------- - - - MJ ff 4 ........ . . _0 V,, au p L 42 i H k EE Z NNNI N & \%k� NA. 7*,\ > +1 I�l L *0 11. 0 *0 *0.0 *0.0 '0.0 *0. 0 '0.0 0 Vo 0' U,0 0 *Q,0 c) . D *0 � 0 *Q. G '01. *0.0 '0.� r 4\ X Z A 0.0 0�0 b.) 11 1 1 0.0 *b. q 0.0 0. U 0,0 0.0 0.0 U.0 0.0 0.0 'o � 1 *0 . I -o *0,0 *0 . 0 *0 . 0 *0 . 0 *0 . 0 -N�10 G -910 1 0 -0.0 D. 1) -0.0 �0, X.2 0 0. 0 V V. I V.111 OX *bf *0. 0 cf. 0 *0. 0 %. 0 '0. 0 '0. 0 '0. 0 *b. 0 1). 0 Ij 0 ------------------ - -------- . 0.0 0 o I w, b 0 'm - --------------------- ----- '0.0 '0.0 *0, 6 '0 fj *6 0 0.(j '0 o '0 Q Luminaire Schedule Symbol Qty Lab, -,I Arrangamenr ILF !-a,--. Luinan:3 (14ANIU-17AC11 ED2 VJ�ffs S 11 RG L E 1.000 13328 U�S. ARCUITECTURAL LLGIITI14G [] 4 SINGLE 1.00G 5075 U.S. AR��RJTECTURAL LIU11TING RZR-WMI -PLED- 11 I-W-2 0 LED-7 0 0aiA-NW ED2 WM4 S I Uf� IEI 1 1 .000 1 4912 U.S. ARC;1Vft'CTURAI, tl(nlvtw� I Calculation Summary Label I CaIcTyf�e Un i r �3 Avq M. a x Mi. n AvqlNlin Max/M n Ea�t Property Line I 111 umi na n ce YC 0. 17 0 C, I I N. A. N � A. 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THE OUTPUT ON THIS PflOrOMFTRIC LAYOUT !U SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN 4 THE LUMIHAIR2 SCHEDULE, SUBSTITUTIONS OR DEVIATIONS FROM T1115 _"L-Ati MAY 1%CUR SIGNIFICANTLY D FFER NT t3. 1- 7179 *2 1 1 01 �4 10. 2 10. 1 1 10.0 10. 0 10. U *0 0 10. fJ 10. 0 IU 0 RESULTS, ANY SUBSTITUTIONS MU!�T RECEIVE ENOINEER ANO ARCHITIECT AP�ROVAL, REVIZEW COSTS, REWORKED 9.9 o *0 . a 0 1 PHOTOMETRI(� LAYOUTS, PRODUCT SijBMITIALT3 AND A FULL SET OF 1rt REPORTS WILL SOLELY Pz rUE REqPON$19TLfTY ITH b'_- _1CN CRITERIA AND WITH A14Y APPLtCABL? w_x_1 ND k W *0 1 'a. 1 '0. 0 0 '0 0 *0 0 *0 0 -0.0 -0.0 -0 JURISVICTIONA4 COVES. N OF ANY CONIRACTING FIM MAKING A SQ1JWiIITUT1QN, A, -1US1 CUMP Y I , N 12.2 -22--!Y c 11 11 12.2 3. SITE DETAILS pRoVIDED HEA20,14 ARE R1pR0!AjCvD ONLY AS A VISUALI�r."'fON Afb� FIELD D%YfATIONS MAY BfGWFICANTLY AFFECT PR81)tCTED PPRFM%NC2. PRIOR 10 INSTALLATION, CRI'VECAL SITE INVORMATION (PUL8 LOCAT'SOUS, ORIFNTATLOA, .0 1.0 2. 3 2.3 2.3 2 b, 1 0.0 0.0 0.0 0.0 0.0 b. U 0.0 0.0 a 0 *0.0 'a , U - . - Q,G movoTIOG arGaT, E'vc,) norju) U cOOR!)1VAT-r.D WKTY 1110; cowrp"m-,Top, Auv/OR, apocIvIER FOR I'HE PROIJeCT 0.0 .-�Q % . P 4 3. �9 2. 5 2.5 2 0.1 010 b 0 0.0 0.0 0.0 0.0 0.0 Q.0 0 0 11� LUMINAIRE DATA IS TESTED 70 INPUSTRY STANIUAIRDS UNDER LRBUSAWRY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERAnCEG OF LAMP, aALLAI�T, AND LUMINAIRF, MAYAFFECTFIELD RESULTS. 2 Q , L b.0 0.0 0.0 0, 0 0 0 0 . o 0.0 0.0 G 0_0 0,0 *0 5. CONFORMANCE TO FACILITY CODE, AND OTHER LOCAL REQUIREMENTS IS THE r(ESPONS Jill Ll T T-_1 OF THE OVNER, AND/OR THE ONNER'S RZPRSSENTATtVE� C3 ... ....... *b, u 1� 9 11 .21 *0 . 0 *rj . 0 10, 10. 1) 10. 0 10 . 0 *0 0 *0 0 10 . 0 *0 0 6. CHECX (;RAP411C SCALE. DOCUMENT3 PRrNTf.1.!' 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I NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MUST BE FULL CUT OFF Im SCALE V=30' OEM 3'0 60, 1012612020 C M E C:) 0 E E LU LU LL ui 0 0� LU < _j U oR M _j - Ln 1.4 > C� M Q_ CD (D LU md- 3: 0 j:3) x 0 Ln N > k.0 < Lq a Ln c) 0) 4, V) 00 _j (=:) LU lio I— U) 0 0 w U 0 Z:) 0 0 z 0 U U) LU C, (f 0 Q Q >L U U U U U LLj LLj LLJ LLJ cl� Q� Q) LIJ rN 0 DATE 61412020 DRAWN BY DESIGNED BY C. SHIFFLETT CHECKED BY C. SHI SCALE 1 "=30' Uj LLJ Z 37 > LLi CL 0 _j LU co LIJ < LIJ >0 LL LU 0 r) 0 0 Uj U 0 0 0 3: r Z) 0 (f) JOB NO. 4,0919 SHEET NO. E1.00 (n 0 0 2- =3 0 ca C1 Z) 0 2(9 CL 2 U) z 0 E (D CL 0 7) 0 Z CL x 0 CL 0 0-0) 0 CU cn x 2 t6 n, C 0 (D E 0 7, C5 0.�� 2-0 0 C� in 0 4, 2 to W 0) C: C: 0 0 .2 E VC / (� Z� 3 � '06 _0 0 0 0 C) Date: May 28 2020 .............. Transmittal LIGHTI[KQR�l Lighting Virg i nia-Central VIRGINII/-,V��! 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: F1 Drawings n Specifications Other: [] Prints [-] Information F1 Plans F] Submittals THESE ARE TRANSMITTED FOR: E] Prior Approval F1 Resubmittal for Approval E] Record E] Approval F1 Corrections Bids due on: E] Approval as Submitted M Your Use Other: E] 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-WMI -PLED-] I I-W-20LED-700MA- NW WM4 US Architectural RZR-WM1-PLED-IV-FT-20LED-7001VlA- NW 25' POLE American Lite Pole RNS-25-40-11-AB-DMI9 FF00009 Liqhtinq Virc . iinia - Central phone 379-7777 fax 804-379-7778 `4464, Submitted ��ting Virg inia-Central at j�X MbIiO,f,,,���$� Job Name: M A4 VV� VNIL`k�q Southwood Subdivision PLE 3, _VIRGIk[ANR, Architect: TIMMONS Page 1/1 Paqe 1/1 VALULUME SEIR"'I ES - PLED LED/ELECTRICAL GUIDE 40 LED 40 PLED Optical 5,585- 5,306- 5,864- 85,000+ Module - 35OmA 6,408 6,088 6,729 40 LED 40 PLED, Optical 10,240- 9,728- 10,752- 85,000+ Module - 700mA 11,749 11,162 12,337 AO*F 43 120 0.36 277 0.16 347 0.12 4�, 5, 9, -401 87 120 0.73 277 0.31 347 0.25 NOTES� 1. Max Input Amps is the highest of starting, operating, or open circuit currents 2. Lumen values for LED Modulesvoty according to the distribution type 3. System Watts includes the source warts and all driver components. 4. Fuse value should be suffivient to protect all wiring components. For electronic driver and LED component protection, use IOKV -- 201(i1surge suppressors. 5. L70(9K) - TM21 6x rule applied WARNING: All fixtures must be installed in accordance wifih local codes or the National Electrical Code. Failure to do so may result in serious personal injury 660 V�tA. - 0. CA 93551 U.S. ARCHITECTURAL U.S. Architectural Lighting Submitted On: Apr 3 I ndex Paqe .. .. ......... .. Submitted by Lighting Virginia -Central Q4 '0'119 84 N 4a '0"M', 4.0,m q, Kt IM Y .TIT D Job Name: ',,,LE04I F �"E LIGHTIN q� Southwood Subdivision 81,��'kp, E Z M, VIROINIAR� Architect: TIMMONS Nhl PROJECT NAIVIE: SOLID STATE AREA LIGHTING FIXTURE TYPE: VALULUME SERIES -PLED S P E C I Fl C ATI 0 N S OPTICAL HOUSII'v,-, Heavy cost low copper alurninurn (A356 alloy; <0.2% copper) a sembly with integral coo(ling In, �he at Ui".�� or, Optic Panel niounting surface is milled ft an,. .003' over 12") to facilitate thermal transfer of heat to housing and cooling fins. Solid barrier wall separates optical and electrical compartments.1he optical and ele ctrical compartments are Integrated to create one assembly M himurnwalithicknessis.188'. ELECtRICALHOUSINGw/ 14!LGRAILDARM Heavy cast low copper aluminum (A356 alloy; .0.2% copper) assembly with integral cooling ribs surrounding the electrical compartment and a flat surface on the top of the arm to accommodate a photocell receptacle. Solid bar Nor wall separates optical and electrical c "n""T'n"27 optical c.nipartment and electrical corrip.0merilwittilhein,e I Upport arm combine to create one assembly, MiMgLale,11.111 thickness Is. 188'. Cast and hinrd driver assembly cover is infegratedwilh wiring camper nient cover. PLEW OPIIC�; Emitters LED'� are aneyed on a metal care PCB panel with earl emliter located on a copper thermal transfer VLL PLED pad and enclosed by an LED refractor. LED or .. 05 completely seal each individual emitter to meet an IP66 ;afinq. In asymmetric distributions, a micro-raftector Inside he refractor re -directs the house side emitter output towards the street side and functions cis a house side shleldin? element. Refractors are iqlection molded H12 acrylic. ach LED refractor is seale to the PCB over an Top emitter and all refractors are retained by an a I uminum frame, Any one Panel, or group of Panels In a luminaire, F ------ have the some optical pattern. LED refractors produce f ___ standard sitelarea distributions. Panels are field li:SE- replaceable and field rotatable in 901 increments. I F LED DRIV�:R(S) Constant current electtanic with a power factor of �.90 and a nihimurn operating reniperaturre of -4WF/-40'C. Dfiver(s) IsJore UL and cUL recognized and mounted direcilyagoinst [tie Electrical Housing to facilitate theirrial �,an,fer, held down by uni versal clumps to facilitate easy ,e novel. In-flne tomlinal blacks facilitafe wring betiveen he driver and optical arrays. Drivers accept an Input of 120-277v. 50/60Hz or 347V-48OV. 50,60HL. (0 - 10v dimmable driver is standard. Driver has a mininium of 3KV Internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installution,) NOW - LED EMITTEPS High output LED's are utilized with dri've currents ranging from 350mA to 1060mA, 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. FiNisl I E ectrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 14 01F. Fou 1 3 tep M edfia blast and ifor, phosphate pretreatment for protection and point adhesion. 4001F bake for maximurn hardness and durability. LIS& 2019214 U.S. ARCH rrECTURAL U.S. Architectural Lighting KM ,qtihmittpri nn- Anr 'I gngn 1/3 Index Paae entral Job Name: Southwood Subdivision Architect: TIMMONS SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: RAZAR WALLMOUNT-LED S P E C IF I C A 'ri 0 N 3 A OPFICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <± .003") to - ------------ ......... . .. facilitate thermal transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a unified assembly.The minimum wall thickness is. 188". c ELECTRICAL HOUSING =Q , I �ecfvy cast low copper aluminum (A356 alloy: <0.2% copper) n r"; 11 ; lnol� E: + KA +; assembly. Minimum wa c ness s . . X lure - 'kj Plate affixes to mounting surface over a recessed j-box. RZR-WMI Electrical Housing anchors on the top edge of the Mounting Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bottorn. PLED"OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor, LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside the refractor which A re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded HI 2 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminalre, have the some optical pattern. LED refractors produceType 11, 111, and Type IV site/area distributions as well as other specialty asymmetric distributions. Panels are field c replaceable and field rotatable in 901 incrernents. =� I FIXTURE A C RZRW 1 8.75" RZRWI-EM PATENT PENDING FIXTURE A B c RZRW2 161, 12" �r 6" I,- �) RZRW2-EM 161, 14" 6.51 LED DRIVER�S) Constant current electronic with a power factor of >.90 and a minimum operating temperature of -40'F/-4OoC. Driver(s) RZ R-W is/are UL and cUL recognized and mounted directly against PAI ENT PENDING the Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facil ita te wi ring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/60Hz or 347V-48OV, 50,6OHz. (0 - 10V dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied ---- - --- ------- I with 20KV surge protector for field accessible installation.) LED EMIFTERS? LED's drive from High output are utilized with currents ranging A 350mA to 1050mA, 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. AMBERI LED'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 bandwidth only without the use of phosphors. c FINISH FIXTURE A B c RZRW3 23" 12" 6" RZRW3-EM 23" ,Nn-) 14" r3s6') 6.5.. 11.5-) Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 1401F. Four step RZR-WM3 media blast and iron phosphate pretreatment for proleclion and paint adhesion. 400'F bake for maximum hardness and durabilitv. 40 us LISTED 660 W.t Al-u. 0, Pdd0l. CA 93551 U.S. Architectural Lighting Phone (661) L`33-20DO Fax (661) 231,2001 Submitted On: Apr 3, 2020 1/3 inoex F LIGIHT'114.��8 .P Southwood Subdivision VIRGI,*J�" Architect: TIMMONS . NAAX�,' POLE DRILLING TEMPLATE WALL MOUNT PLEDTI MODULES "", --d L. 2" (51-) 1.26" (32.m) 4" 33. WIREWAY (ID21-) No 80 LED Array .563" DIA ' (7811mr,l) (14mrn) I VLLPLED Fi-- -a- o I EXTRUDED ALUMINUM ARM AND CAST E,P.A.=0.77 Available in: .406" DIA� (lornw) ALUMINUM WALL BRACKET ASSEMBLY (3) HOLES PROVIDEDWITH BUILT INGASKETEDWIRE 80 &40 LED Array ACCESS FOR FIXTURE /SUPPLY WIRE CONNECTION, 40 LED Array WALL PLATE Drive System HID No. of LEDs current Wafts Equivalent 35OmA 45 70-100 T 40 525mA 66 100-150 7' SQ. 5.51 _ _ Z ............ 91 ......... (I dow..) 11050rnA 142 200-250 T 1, _L 350nrA 92 150-175 50" DIA. 80 525MA 200 -_266 (140r,M) (4) HOLES 84 00 ____L ........ j_ I050mA 266 450 Spee;/Ofdw Exrflrnple, VLL-LED/PLED-V-SQ/80LED-700mA/NW/277/1 /RAL9005 M MIAMI E STANDARD N:��! No. LEDs DRIVE COLOR !1�!� CURRENT TEMPCCT �jz TEXTURED FINISH 0 BLACK FEIVLL LED] El 1050mA El NW (4000K)' RAL-9005-T qH 7-7 ON , TEGRANPR 0 40LED 0 700MA El CW (5000K) ............. 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WERE I S TO 8 E AN SCI, SC2, AN D SC3 OPTION -- ---- FOR THE DIFFERING HOUSING SIZES, SC SHIPS WITH THREADED CONDUIT PLUGS. THE EM-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 A MINIMUM OF 90 MINUTES - Available in: WMI = 45% @ 350MA 40 LED Module WM2 = 36% @ 350MA WN13 = 24% @ 350MA 20 LED Module *MULTIPLYTHE '.ABOVE BYTHE LUMEN OUTPUT@ 350MA WALL MOUNTING RZR.WM I AED E.P.A.=.33 Available in: Mounting Bracket 20LED Module Walt Plale MAX INPUT WATTAGE NIQi�d to oll. #CIF DRIVE CURRENT LED's 350mA 525mA 700mA 1050mA F7 60 68W 99W 131 W 19bW Set Screw 40 45W 66VI 87W 134W Set Screw Lack 20 23W 33W 44W 66W PxaHrg)1e: RZR-WM2/PLED-IV/40LED-7OOmA/CW/277/RAL-8019-S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED' DISTRIBUTION TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD [I HIGH -LOW DIMMING FOR TEMP - CCT TEXTURED FINS EXTERNAL CONTROL.. HLSW 1 0 HOUSE SIDE SHIELDING 1771 PYPE 11 C1 20LED El 35OmA 1771 NW (4000K) 120 0 BLACK . I ..... I— ......... HS-PLED PLED-11 ....... El 525mA 'STANDARD 9 208 RAL-9005-T El PHOTO CELL + VOLTAGE El TYPE It FRONT ROW El CW (5000K) E] 240 n WHITE (EXAMPLE: PC] 20V) ... PC+V RAL-9003-T El SINGLE FUSE PLED-11-FR .... 0 WW (3000K) E] 277 (1 20V & 277V) � ...... SF El RZR-WM2 El TYPE III RZR-WM2 El 1050mA' [-1 347 GREY DOUBLE FUSE PLED-111 ....... CONSULT FACTORY RAL-7004-T El 40LED FoR OMER LED COLORS C] 480 (208V & 240V) ....... DF El TYPE III WIDE EI DARK BRONZE 0 STEP DIM MOTION SENSOR PLED-111-W .... AMBER' RAL-8019-T (PRO GRAM . li I it . ED . 50/1 . 00) . IMS42111 El TYPE IV EJ PHOSPHOR El GREEN El REMOTE MOTION SENSOR El RZR-WIV13 PLED-1v ....... i�ILI 011 RZR-WM3 CONVERTED RAL-OUL15-T CONFIGURATOR AMBER ... ....... I ......... MS-FCIO El 60LED PCA FOR SMOOTH HNISH 0 EMERGENCY BACKUP I..EMI El TYPE IV+T fKPLACE �UFFIX'T* WTHSIJFFIX'S' El EMERGENCY BACKUP I PLEDwIV-FT_ TRUE AMBER' (EXAMPLE: RAL-9005-S) TRA (HOUSING ONLY) ..... EMHI N TES: SELECT EMERGENCY BACKUP 2..EM2 107VJIrA a.d 1050.A NOT FOR USE WITH TRA FINISH El EMERGENCY BACKUP 3..EM3 LEIYS 2 - NARPOW BAND AMBERS HAVE NO DEFINABLE El SURFACE CONDUIT I... SCII CGT EQUiVALENT CONSULT FACTORY 3 - AVAILABLE IN 35OmA & 525trA DRIVE FOR CUSTOM COLORS SURFACE CONDUIT 2.. SC2 CURRENTS ONLY SURFACE CONDUIT 3.. SC3 660 West A-ue 0, Pul,ndufe, CA 9,A551 U.S. ARCHITECTURAL U.S. Architectural Lighting =. 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R ; : ��i 1 � � � '', I I i i, � ��' , � '� : ; 'L !� 'L� "LL"I"I""'Ll ",L� 11�� � � N','�,,,,', �,., li!' � � i I " .1": �L" " , ,., � � " � 1,,,,', ,,,,,"",�"",!,�,,�"I"!!�'l", ", ,1" ", � '111, L. L �L " , "L� t,"I"LL' �i 1 ... .......... ... , , , 1�1!� '!", � ,,,, ,,, �� �' , , i � � , , � "", ,�111 � � ,1 I , 11 I . 4 ,�, 'LL'i"I""'."'.11. 1 ��i i " :, �� , . ', �' 1, M �t�, f � I ,!� �, , ,! " L, L ,, , �_ , L ',, , , "", L, ,", ", , � I � I , I ��i "I" " 4 � � , , , , , " , � , , " , , � ,R, 1, � , , " t _ � ", �,,� "', - ; , , , , L L , L �', �� " I , , ,,RR ;,, � , i I I 'gL �ML,,�l�`,�"',,'�� �� � " , ,, , " I L �f,."""',`, ,� " " � � "," � i� , -, �� � � � , , , , _,', ,, , , *,� ", ;�,i,��, �� � � " NOTES: I . Max Input Am ps is the hig hest of starting, operating, or open circuit cu hen IS 2. Lumen values for LED Modules vary according to the distribution type 3, System Watts includes the source woH5 and all driver components. 4. Fuse value should be sufficient to protect all wiring components. 5. L70(I OK) - TM-21 6x rule applied U70(l OK) - Calculated = 244,000 1,,D 7OOmA = 102,000@ 1050mA WARNING: All fixtures must be installed in accordance with local codes or the National Electrical Code. Failure to do so may result if s serious personal injury, 660 W.t A,-- 0. P.4nd.l., CA n551 U,S. ARCHITECTURAL U.S. Architectural Lighting Pt,wa (661) 233�000 FUX (661) 233-Ml EMMUM C3 ..[fg am 1 .. - I Submitted Un: Apr �J, ZUZU 15/15 I I lut::A I- C19t; Submitted by 1_12hting Virginia -Central _ �11'1` Job Name: ��""I'll"�,�","*"�4"i"�,,�,t�,��,��;��,��� """' , �'�,(m� Southwood Subdivision '111 Rl(L I 0 H T!,N, I ,q,�: i& I M. YIRPR, IMMONS SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: RAZAR WALLMOUNT-LED E _��[] I F I C A T I 0 N S - ______�, I __�= A OPTICAL HOUSING 11 -_ Heavy cast low copper aluminum (A356 alloy; <0.2% copper) -_ J assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <± .003") to i.- __ B_ . ..... - I facilitate thermal transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a - unified assembly.The minimum wall thickness is .1 88". C ELEC MICAL HOUSING I Heavy cast low copper aluminum (A356 alloy; <0.2% copper) �, "I'll, ... ��!i��!i�!��� "i 6 � �:i;�iii!;!i�i�il!lilil�ili������iii��,.i�i�iiii�".�����ill�i��l�!�!�i�!��!i�i� I ,i�:iii:i��ii�i:��i,:ii;�! �",:. � � � ig�:i:�� � �. 11 .... 11.11.�,�',4, iii�i�0i�;� . -, � ... ... �; ..,%:: - I :: �." I..." I....." .. I_ :�', � � Ir"r ..,.... � 11 _.. .. iiiii I FIXTURE A a C RZRWI 8.75" - 121, 61. (12-) () (I-) RZRWI-EM I ill, ,Z�,�W . 14" 0%:,.,) 6.51, f,6�..,) assembly. Minimum wall thickness is . I do . Rxlure lviounling Plate affixes to mountinn surface over a recessed j-box. RZR-WM I Electrical Housing anchors on the top edge of the Mounting Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bottom. PLED"oPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with I--- ;- .� each emitter located on a copper thermal transfer pad and enclosed by an LED refractor.LED optics completely seal each =_ individual emitter to rneet an IP66 rating. The asyrnmetric --..,- distributions, have a micro-refiector inside the refractor which - A re-direofs the house side emitter output towards the street side and functions as a house side shielding element. Refractors :7=J_____ are injection molded HI 2 acrylic. Each LED refractor is sealed �.__.... to the PCB over an emitter and all refractors are retained by an =_2" I alurninurn frame. Any one Panel, or group of Panels in a i B -------I lurninaire, have the some optical pattern, LED refractors produceType 11, III, and Type IV site/area distributions as well as I other specialty asymmetric distributions. Panels are held C replaceable and field rotatable in 90' incfernents. =(I 1 PATENT PENDING FIXTURE A � B C RZRW2 116" 0�nv) 121� (305�) - W, t152) _ RZl IWI (�O_.) - 14" PWI-) . 6.51, OVI-) - LED DRIVER(S) Constant current electronic with a power factor of >.90 and a RZR-WM2 I minimurn operating temperature of -40'F/-40*C, Driver(s) is/are UL and cUL recognized and mounted directly against i 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, 50/6OHz or 347V-48OV, 50,6OHz. (O - I OV dirnmable driver is standard. Driver has a --- . - - minimum of 3KV internal surge protection. Luminalfe supplied -_ � �`j:... with 20KV surge protector for field accessible installation.) :Z2 ..... - I I �I�F : � �;::. �ki::.i:.. ;PW LE D E M I r I E RS -.-- . __.___� ;�,!i�4", � .i:,�� �11 : � �i]1�1� : ��!� High output LED's are utilized with drive currents ranging from - � � � A � : : ,, 35OmA to 1050mA. 70CRI Minimum. LED's are available in .= sss,� I'll i � i ii Ml �� ��, I :!:� � � � f.�::.o�.: standard Neutral White (4000K), or optional Cool White I - � I � "..t . . . . . . . �l�'! M� ... -, . . . . . . ""', . . . . . lviI",�',q , I . . �;.;;�'� ,� ,,, ,""I"",.... ",IT' 1��O: .. : �.�, � "... �����������������g����������������R��� (5000K) or Warm White (3000K). Consult Factory for other LED I - _____ I , gf�tMMM�h�0, , ., W�W�-M�c�,&��W�,�, . ,,, �� _!��_: , ��" , ��" i `!� , �� ` : ��:�: : ",� " �,,', i: i I �` , options. r----, tc:_�:D __ I I I �! � � : �:: I : : ��:: �� 1: � :: i�i �� � I :� ::�: :: �:� �� r__ _____1 __ . : �, : �, I ,:,...:.� AMBER LED's r7� I __4 - . , 1. . . . �::: �::: . PCA (Phosphor Converted Amber) LED's utilize phosphors to .:................ , :�: : I create color output similar to LPS lamps and have a slight f, ------ B --------- I . output in the blue spectral bandwidth. TRA (True Amber) LED's -1 FIXTURE A B C utilize material that emits light in the amber spectral 23" 12" 6.. . bandwidth only without the use of phosphors. c ,:::=Q RZRW3 - (584-1 (305-) (' ��2_.) FINISH -.1 RZRW3-EM 23" ON-3 14" (3�.) 6.51 061q..) Electrostatically applied TGIC Polyester Powder Coat on RZR-WM3 substrate prepared with 20 PSI power wash at 140'F. Four step media blast and iron phosphate pretreatment for protection PATENT PENDING and paint adhesion. 400OF bake for rnaximum hardness and durability. us MADE IN THE C (�D LISTIO us& 660 WeO Aver- 0. PoMd-, CA 9355 1 U.S. ARCHITECTURAL U.S. Architectural Lighting = (661) 233-2000 F (s6l) 233 2CO1 .1fg-, C3 I= ENNEM91 Mm[m I Submitted On: Apr 3, Submitted by Lighting Virginia- entral "I'll'.11;p�,�11,Fl�,,,,,E,,",.""�.,�, ` � - I I '' ,M,,i',, 'AA4'' ' - . ..... ��l�! ,,,, Job Name: RIO �v ,Vf�K4��$R 1 Ir LIGHT(NO��,,,,� Southwood Subdivision 'J.'f�i�� Architect: TIMMONS VIRGI ,,M '111111 � , NIA,R I 1 1/3 Index Page RAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE 20 LED 20 PLED'Optical 2,706- 2,571 - 2,841 - 60,000+ -201 22 120 0.19 Module - 35OmA 2,993 2,843 3,143 277 0,08 347 0.07 20 LED 20 PLED'Opticat 41,942 - 4,695- 5,189- 60,000+ -20'F 44 120 0.37 Module - 700mA 5,466 5,193 5,739 277 0.16 347 0.13 5,206- 5,864- 60,000+ 5,869 6,487 120 0.36 277 0.16 347 0.13 40 LED 40 PLED, Optical 10,240- 9,728- 10,752- 60,000+ -201 87 120 0.73 Module - 700fmA 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 65 120 0.55 Module - 350rnA 8,979 8,530 9,428 277 0.24 347 0.19 60 LED 60 PLED, Optical 14,825- 14,084- 15,566- 60,UOU+ Module - 7OOmA 16,398 16,578 17,218 NOTES: 1. Max Input Amps Is the highest of starting, operating, or open circuit currents 2. Lurnen values for LED Modules vaiy according to the dishibution type 3. System Watts includes the sourcewatts, and all driver components, 4. Fuse value should be sufficient Jo pfoLect all witing components. 5. L70(10K) - fM-21 6x rule applied L70(10K) - Calculated = 244,000 @ 700mA = 102,000@ 1060mA -20'F 131 120 1.09 277 0.47 347 0.38 WARNING: All fixtures must be installed in accordance with local codes or the National Electrical Code. Failure to do so may result in sedous peisonal injury 660 We,f Anue 0. Pah,dd., CA 93551 U.S. ARCHITECTURAL U.S. Architectural Lighting Ph... (661) 2312MO F (661) 233-2001 lfq. C3 ff= mitted On: Aor 3. 2020 3/3 Index P N�,,fRl w. I ,W%6��WW, Submitted by Lighting Virginia- entral � " I ,� �1� f, k N � �1 .1111111 ...... ��� .111,Mmnn�l I � .1. qQ , 1.;, I I �,�Y� � � I �f� ,� � �,;_,;,, �,.�11�;�,�,gz'�,,�""'�, . , �u �JH � W, f�� tI�' � � ' "I I r I . , Job Name: � I \V :11 I �� I,P�N� R�0 4 - �!�. � �, 1_11. � - ,,�,,,, 11 ff, 1 � � , , , ;� � o � ... �,iii � � ��i � iF I � I & � i q� � f�l�; �',,� LIGHT'i ,G , Southwood Subdivision I � . � MN I I � � �iif,Nl , , I : r � 4� �� � ............ � � �z� " �%� 6; � .� N,,',','�� , ��i' � � � � 1�1 �' � �" , f4. .1111, �� -�� �q�� 'J�,, � �MN� � m� �� ", �, 'j&�� Architect: TIMMONS �� � �Mt� � I � I , , !� i �� � � �`��'� �'�'�'��,� '4'1�'�I�� � N! ` "I VIRGIN ,.' t, i�,��l�%gg��i��,� I il 14flfl�,�� 4� R�'��v 11 I _ ,�� � ,"I " � �, -z" e�u,f�c�(�Lqt ��,�,��,,���(����%�,�%"��,��,�,��,� I, I 1�', � 1 q � � � ; ... . ... . I 0 ��,l ... ..... . . Ri � " � I �� � ��� ,� l 111; �, ._00, � ft, 1( � ..... !,� � I ___ 1 ` !�', � 8$� �Iz�dtM� M'.�A�1�111�11,,,N., 6 �� ,� � � RAZAR WALLMOUNT SERIES -LED . I g1!,::...!1::, !�11!0����� 2� 11. MIA I - MEME'S EMERGENCY OPTION PLEDOMODULES ,__ Emergency Back Box (EM) __ � I , "I'll- -- 5_._-_.7- F � . . 07 ... 00 - 3/4" Surface � 1111 11 I , ."..I.. .. I . 11 11 , I � , , , � _fcv�' ]", , - z . .G.. rm�ff�_Irl , , . - 1...4. , Conduit l - - - 1'. . .. ....'. - ., ._�,�,_�_.� . - �, U . ., , - - _______.__.__.____. ',1 �E,_ 1_�_o ': -_ : ___ �� _1� I - 60 LED Module � , � -2, ��, ------- -1 - , , , I - I -- . -1 rEMBackBox �,` �- _ - - 11 is 2' deeper - _ than -,----,, standard housing RZR-WM3-LED E.P.A.=.69 0 Available in: - - 60 LED Module - 1FJ I., - I- ._11 �. . ,-,6-�_�*_ I _�, l?. -, , �___ 1-1 . - - �_, . � . _ ,E,-_- �- -1 ----- - 40 LED Module � 11-1.1 - __. - - . THEEMERGENCYOP11ON BACK BOX EXTENDS 2" BEYONDTHE STANDARD HOUSINGAND . CONTAINSTHE 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. SO SHIPS WITH THREADED CONDUIT PLUGS. _7 --- THE EM-LED SYSTEM PROVIDES POWERTO ALL LEDs IN THE ARRAY (20,40, or 60) 10 MEET -111110, RZR-WM2-LED E.P.A,=.47 THE FOLLOWING LIGHT LEVELS FOR A MINIMUM OF 90 MINUTES - Available in: ri_.737- 40LEDModule - ( WMI =45%@350MA __ __ - I WM2=36%@350MA .- - .:�� , U 1�_111 ..... I - - - - - - �,- -1 . ., ;5 , I- WM3 = 24% @ 350MA ,�� .,_, '. ��, ---- � , , 20 LED Module , *MULTIPLY THE% ABOVE BY THE LUMEN OLITPUT@ 350MA �\ - .- - � - I WALL MOUNTING RZR-WMI-LED E,P.A.=.33 Available in: /----Mounting Bracket 20LED Module __ � wall Plate MAX INPUT \A/ATTAGE : MP.ted f. .Ulf. # OF DRIVE CURRENT , - � LED'S 350MA 525MA 700nnA 1O50mA F� 60 68W 99w 131 W 198W Set Screw ,.- � L_R______kJ, 40 45W 66W 87W 134W __ Set Screw Lock 20 23W _33W"W 66W $psff,/(�i't�fi�r �Afxnqio, RZR-WM2/PLED-IV/40LED-7OOmA/CW/277/RAL-8019-S/SF OEM i 31101���� ffmmmls������ MODEL OPTICS LED MODE - VOLTAGE FINISH OPTIONS PLEW DISTRIBUT1014 TYPE NO, LEDs DRIVE CURRENT COLOR STANDARD [I HIGH -LOW DIMMING FOR I RRZR-WMll I 1.11, TEMP - CCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW 0 1YPE 11 1[3 20LED I 0 35OmA El NW (4000K)' D 120 0 BLACK E-1 H . OUSE I SIDE . S . HIEL . DIN . G . HS-PLED . ... . 1. . .. . . PLED-11 ....... 01m, .SWfDA[R) ___ El 208 RAL-9005-T 0 PH . OTO CELL + . VOLTAGE 171 TYPE 11 FRONT RO'N 9 El 526mA El CW (5000K) El 240 F] WHITE (EXAMPLE: PC120V) ... PC+V PLED-11-11`11 ..... -M--� RAL-9003-T El SINGLE FUSE - El WW (3000Y) E] 277 (I 20V & 277V) ....... SF EI RZR-WM2 EI TYPE 10 U_ RZR-WM2 El I 050mA' El GREY PLED-111 ....... M.- CONSULT FACTORY El 347 El DOUBLE FUSE 0 40LED FOR01HERLEDCOLORS E:1 480 RAL-7004-T (208V & 24OV) ....... DF D TYPE III WIDE El DAPK BRONZE 1:1 STEP DIM MOTION SENSOR PLED-111-W.. .09-MI RAL-8019-T (PROGRAMMED 50/ I 00) AMBER' SELECT . I ...... I—— .... 1. MS-F21l - El TYPE IV [I PHOSPHOR VOLTAGE 0 GREEN 0 REMOTE MOTION SENSOR 0 RZRWM3 PLED4V. . ..... Q RZR,WM3 CONVERTED RAL-6005-T C . ON . FIGURA . TOR I... MS-FC10 AMBER . .. ..... ... [:] 60LED PCA FOR SMOOTH TINI'H E:1 EMERGENCY BACKUP 1. .EM1 El TYPE IV -FT REPLACE SUFRX'T' 'D-IV-FT .... P�� WIHSUFFix's, 0 EMERGENCY BACKUP 1 PLE ID TRUE AMBER' (EXAMPLE RAL-9005-S�l (HOUSING ONLY) .. ., . EMH1 I TRA NOTES: SELECTI 0 EMERGENCY BACKUP 2. .EM2 I -700r�A ard 101ar.A NOT FOR USE WITH TNk I-] EMERGENCY BACKUP 3. .EM3 LED 5 FINISH 2 - NARROW BAND Af,$ERS HAVE NO DEFINABLE 0 SURFACE CONDUIT I ... SCI ca EQUIVALENT CONSULT FACTORY El SURFACE CONDUIT 2. � SC2 3 - AVAAABLE IN 35%�A & 525.A DRIVE FORCUSOMOOLORS CURRENTSONLY El SURFACE CONDUIT 3.. SC3 I - ..--- I..... I - I .__ I ....- 660 W.zf &,e 0. Pd.idate. CA 93551 U.S. ARCHITECTURAL U.S. Architectural Lighting Ft.- (661) 233-20W F (661) 233-2001 -uscifg.00M C3 am I =mitted On: Apr 3, 2020 2/3 Index Page Submitted by Lighting Virginia -Central �,�� ...... P'�,� ... u��c�t�t�,�,�Q�1� ,,i�p �OAM��, f�� Job Name: , - - , � ,�"V ,��,���� ' �', li"4 ,I LIGHT`4',�'.'�M Southwood Subdivision . �h,,Mq�� I VIRGIP4 �,�M� Architect: TIMMONS !11 . flAI'Ll I Submitted On: Apr 3, 2020 . , 1. 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