The URL can be used to link to this page

Home My WebLink AboutWPO202100046 Plan - VSMP 2022-08-19BARNES LUMBER VSMP/WPO SUBMISSION: WP0202100046 SITE INFORMATON TAX MAP PARCEL, AND OWNER INFO: 056A2-01-00-07100 PARCEL AREA: 3.967 ACRES ZONING: DOWNTOWN CROZET DISTRICT DB 4568 PG. 724 056A2-01-00-071 BO PARCEL AREA: 14.733 ACRES ZONING: DOWNTOWN CROZET DISTRICT DB 4568 PG. 724 056A2-01-00-02500 PARCEL AREA: 1.7800 ACRES ZONING: C1 COMMERCIAL, DOWNTOWN CROZET DISTRICT DB 4565 PG. 223 CROZET NEW TOWN ASSOCIATES LLC 300 2ND STREET NE CHARLOTTESVILLE, VA22902 056A2-02-OA-00100 PARCEL AREA: 0.57 ACRES ZONING: DOWNTOWN CROZET DISTRICT DB 5335 PG. 68 056A2-01-00-016AO PARCEL AREA: 0.8890 ZONING: DOWNTOWN CROZET DISTRICT DB 4708 PG. 37 THE SQUARE LLC 3374 MIDDLE MOUNTAIN RD CROZET, VA 22932 TOTAL ACRES (ALL PARCELS): 21.94 AC. MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: KIRK HUGHES & ASSOCIATES 220 EAST HIGH STREET CHARLOTTESVILLE, VA22902 TELEPHONE: 434.296.6942 CONTACT: KIRK HUGHES, LS SURVEY CONDUCTED: DECEMBER 5, 2014 REVISED DECEMBER 9, 2014 REVISED DECEMBER 11, 2014 REVISED APRIL 4, 2019 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 WETLANDS IMPACT: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT WATER AND SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY DRAINAGE DISTRICT: MECHUMS RIVER -BEAVER CREEK IMPERVIOUS AREA EXISTING IMPERVIOUS AREA = 3.64 AC. PROPOSED IMPERVIOUS AREA = 3.63 AC. COUNTY OF ALBEMARLE, VIRGINIA 9/10/2020 HL.KCJ i2o2 LAUREL HILLS r2i4 Crozet Elementary 0 School A Charlottes WAYLAND PARK Storage a' ® Gr R K C r o z e t Starr Hill Bre- 2ao Jarman R E A 5 P A R K S I D E b SITE VILLAGE f SITE r Claudius Crozet Park© Crozet Park & Pool LnCu51 Ln VICINITY MAP 1"=1000' DEVELOPER: MILESTONE PARTNERS 300 2ND STREET NE CHAROTTESVILLE, VA 22902 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: (434) 327-1690 • t 0 LT N 0iF I00 CLINT W. �2S FFLET_ >Z i Lie. N 54380 �Q ;GW%, s�17�zz nk ; M E O O U N � N C > E w v E i_ w w 3 Q LL 3 p LL — wO `mom j V20 Z a —ui w rn O a>oN rn w M a Sheet List Table Z U Sheet Number Sheet Title _ LL o 1 COVER �= v N Z Z 2 NOTES & DETAILS AND TYPICAL SECTIONS F v ¢' 0 2A NOTES &DETAILS AND TYPICAL SECTIONS w U 2B NOTES & DETAILS 00 2C(1) EXISTING CONDITIONS O O 2C(2) EXISTING CONDITIONS 21)(1) DEMOLITION PLAN a 21)(2) DEMOLITION PLAN O W x ti 2E(1) EROSION & SEDIMENT CONTROL NOTES & DETAILS W 0 2E(2) EROSION & SEDIMENT CONTROL NOTES & DETAILS = F 2E(3) EROSION & SEDIMENT CONTROL NOTES & DETAILS o N 2F(1) EROSION & SEDIMENT CONTROL PLAN PHASE I w Lu N = a 2F(2) EROSION & SEDIMENT CONTROL PLAN PHASE I ¢ 0 2G(1) EROSION & SEDIMENT CONTROL PLAN PHASE II Z 2G(2) EROSION & SEDIMENT CONTROL PLAN PHASE II > DATE nXIED 9/10/2020 0 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. KOTARSKI 3H CONCEPTUAL LAYOUT - FUTURE PHASES • • SCALE 31 CONCEPTUAL LAYOUT - FUTURE PHASES • AS SHOWN 4A GRADING AND DRAINAGE PLAN 4B GRADING AND DRAINAGE PLAN LU z W Q Qz 7(1) PRE -DEVELOPMENT STORMWATER MANAGEMENT z 0 7(2) POST -DEVELOPMENT STORMWATER MANAGEMENT < r 7(3) STORMWATER MANAGEMENT > C) Z 7(4) STORMWATER SUMMARY PLAN ED}} z 7(5) STORMWATER SUMMARY PLAN H� ? O 7(6) STREAM BUFFER MITIGATION PLAN 0 /Un 8(1) STORM PROFILES I w n 8(2) STORM PROFILES ct� z Ln Q i--i 8(3) STORM STRUCTURE AND PIPE TABLES M w IJ0 m (/) M Q X M w a(A) IAIA�CO DDnUll CC VC-1 rice QEP�InKlc I I Z E L NUMBER OF SHEETS= 28 JOB NO. 38593 SHEET NO. 1 GENERAL NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION S SPECIFICATIONS AND STANDARDS. 2. 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, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 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. 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 FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNERS REPRESENTATIVE 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 FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 22. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 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 20' TRANSITION ON EACH SIDE OF THE INLET. 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUEL FOR REVIEW BY THE ENGINEER, SCHOOL OFFICIALS, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. NOTE: ALL EXISTING AND PROPOSED WATERMAINS AND SEWER LINES ARE OWNED AND MAINTAINED BY ALBEMARLE COUNTY SERVICE AUTHORITY. ACSA GENERAL WATER & SEWER CONDITIONS SEPTEMBER 14, 2021 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 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, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 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. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL 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. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE 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. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. LEGEND m STORM PIPE - - 200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR EP 240.5 PROPOSED SPOT ELEVATION EP EDGE OF PAVEMENT CENTER POINT OF ISLAND CG-2 CURB BELGARD BERGERAC CONSTRUCTION 0.5' 3PC - 3 8' THICK PAVERS MOD. CG-3 CURB 2" SM-12.5A MOD. CG-3 CURB POINT OF FINISHED GRADE 15' 2%� (TRAVEL LANE) 2% 15' TRUCK APRON 15' TRUCK APRON- --- - 2" IM-19.0A J / 1" CONCRETE ST'D UD-4 4" BM-25.OA J BEDDING SAND J 6" HYDRAULIC 6" VDOT#21A 8.5" 21 B AGGREGATE CEMENT CONCRETE AGGREGATE SUB -BASE BASE COURSE BASE COURSE 60' INSCRIBED DIAMETER * ROAD SHALL BE 2% SLOPE OR GRADED PER THE GRADING AND DRAINAGE PLAN. TYPICAL MINI -ROUNDABOUT SECTION - ROUNDABOUT A, B, & C No Scale 8'CONCRETE 1 2%- 12'X4' TREE WELL (TYP.) 2 CONCRETE CG-6 CURB 2.5' PARALLEL - PARKING ST'D UD-4 CONSTRUCTION 2" SM-12.5A 12' (TRAVEL 2" IM-19.OA J 4" BM-25.OA RIGHT-OF-WAY THE SQUARE TYPICAL SECTION - 25 MPH DESIGN SPEED GS-7 No Scale NOTE: BIKE PATH INSTALLED AND MAINTAINED BY OTHERS. PATH 2" SM-9.5A C/L 4" VDOT NO. 57 AGGREGATE BASE COURSE BIKE/PE No Scale f- L 70 NON -WOVEN GEOTEXTILE FABRIC VDOT STD. UD-3 FaTMOVIFINW& VDOT - Pavement Design Guide for Subdivision and Secondary Roads in Virginia (revised 2018) Appendix IV Flexible Pavement Design Worksheet for New Subdivision Streets Tbia sheet is ivmadeifro use and submission m conjunction with VDFY Secondary Sheet Acceptance Requirements 1' County ALBEMARLE Dam:4/25/2022 Subdivision BARNES LUMBER Street Name LIBRARY AVE, HIGH 5T, PARK RIDGE DR, THE SQUARE Design Engineer CLINr SHIFFLETT-TIMMONS GROUP Phone: 434-327-1690 AADT Projected traffic for the street segment considered, as defined in the Subdivision Street Requirements. CBRD Dear CBR= Average ofCBRT x 2/3 and modified only as discussed in the Pavement Design Guide. CBRT CBR value of the subgrade sample, taken and mated as specified in the Pavement Design Guide DME VDIYF District Materials Engineer EPT Equivalentprojecmdtraffic HCV Number offfeavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 m more axles and 6 or more tires). %HCV Percentage ofthe total traffic volume composed of Heavy Commercial Vehicles. RF ResiliencyFactor= Relative value ofthe subgmde soil's ability to witbAmed repeated loading. SSV Soil support value ofsubgrade (SSV =CBRR xFF) Dr Thickness index ofproposed pavement design computed by the Conventional Pavement Design Method OR Thickness index required, based on Design AADT and SSV, determined by Appendix 11. Step 1: Determine Design AADT S Step 2: Determine Design Values CBR, RF, and SSV AADT Semple No. CBRT Resiliency Factor %HCV = 100 (HCV / AADT) or EPT=20xHCV Nam: For %HCV<5%, use AADT 1 Semea Va. 2 Table 1 Note: Far %HCV>5%, P.PI>AADT 3 A I APPENDIX 5 DME approved RF CBR(D)=5x( ) 3.33 " valde dinfne Wuusaeuonelowen CBRD x RF = SSV 3( 33 ) x ( 1 ) = 3.33 Design AADT Use greater of AADT or EPT 9,423 Step 3: Pavement Design (Cbeek appropriate box and show proposed pavement design below.) ❑ (A) Limited to Design AADT S 400 - Show, pavement material notations and thickness from Appendix IV Tables A and B. --------------------------------------------------------------------------------------------------------- --------------- ------ ❑ (B) Show pavement section as developed in the Pavement Design Guide. DR - 22.9 (Ste Appendix M fa, maraialvamtion. and thickness equivalency values (a)), from Append. D Description of Proposed Pavement Section Material Notation Tbickness,It a (axh) Surface SM-12.5A 2.0 2.25 4.5 Intermediate IM -19.OA 2.0 2.25 4.5 Base BM - 25.OA 4.0 2.25 9.0 Subbase UNTREATEDAGG. 8.5 0.6 5.1 Da must equal or exceed the value of DR. Dr= E(a x h) = 23.1 PRELIMINARY PAVEMENT DESIGN CALCULATIONS No Scale CG-2 CURB 0.5' 2" SM-12.5A 15' (TRAVEL LANE) 2" IM-19.OA 4" BM-25.OA 8.5" 21 B AGGREGATE BASE COURSE 12' (TRAVEL LANE) CG-6 8'PARALLEL PARKING ) 8.5" 21 B AGGREGATE ST'D UD-4 - BASE COURSE AGGREGATE SHALL EXTEND T BEYOND THE BACK OF CURB (TYP.) HEAVY DUTY ASPHALT No Scale �- 2% AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) ST'D UD-4 8' SIDEWALK PAVERS - - 2% 12'X4' TREE WELL (TYP.) PAVERS 8 WIDTH VARIES 8 CROSSWALKS CROSSWALK WIDTH VARIES - CROSS SECTION A -A INTERSECTION DETAIL VDOT-Pavement Design Guide for Subdivision and Secondary Roads in Virginia (revised 2018) Example DR =10.7 (interpolated) 90 Of more SSV design parameters SSV = I I and Design AADT = 480 Np (interrelated) 13 12 11 .......... ....... 30 .......................... 6 1� SSV Scale 25.0 24.0 ),000 23.0 ,00 20.0 ,000 19.0 6,000 18.0 4,00.0 170 3,000 16.0 2,000 15.0 1,000 14.0 800 13.0 600 12.0 ...... ..400............... .... A.10.0 11.0. 300 02/ 99.0 100 8.0 L 50 Desian AADT Scale 7.0 6.4 Minimum 6.0 DR Thickness Index Please refer to Appendices 11 and V for the application of this diagram in the design of pavement. NOTE: CROSSWALK PAVERS INSTALLED AND MAINTAINED BY OTHERS. BELGARD BERGERAC 3PC - 3 8" THICK PAVERS FLUSH CURB BOUNDARY 1" CONCRETE BEDDING SAND 6" HYDRAULIC CEMENT CONCRETE BASE COURSE FLUSH CURB BOUNDARY 6" VDOT #21A AGGREGATE SUB -BASE 6 ALTFI III �'• CLINT W. ?: S FFLET >� t Lic. N 54380 ��4 8/17122 '0 S/0 • AL glig��r LM z 0 a V N Z O LZ In z w Of U 2 O a W U1 W rA DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N.A. W z z W O Q U ,LU V I �Qa Q z U (rD ^H LL LL I-� z J=z O U Q Lu La� ¢ J 2: F--i opera co (M Q UJ M in � C6 � fA zpr Fen" U JOB NO. 38593 SHEET NO. 2 L CROSSWALK PAVERS WITH CONCRETE EDGING TYPICAL SECTION No Scale SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH VDOT STANDARDS AND SPECS. TYPE B, CLASS 1 SOLID WHITE LINE 24" STOP (TYP-) 12' STD. (VARIES) R1-1 STOP BAR DETAIL NO SCALE SOLID WHITE LINE 2 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale 1 GG-11 NOTE; A PEDESTRIAN ACCESS ROUTE CROSSES CROSSES A ENTRANCE SLOPE SHALL THE CROSS SLOPE SHALL BE 2]. FOR A WIDTH OF 5 FEET. 3 A GENERAL NOTES (RADIUS TO BE AS .-STREET APPROACH SAME SURFACING o SHOWN ON PLANS) C ,n AS MAINLINE ROADWAY NOTE 31 1. WHEN USED CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ _ ((SEE (RADIUS TO BE AS OR THE CURB FACE ON THIS STANDARD IS TO E SHOWN ON PLAINS) ADJUSTED BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-B CONFIGURATION. / E No T 1)) --- 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. SIDEWALK r I (SEE NOTE 5I W ---- rc I OPTIONAL UNPAVED SPACE V, FLOW LINE 3. MANLINE PAVEMENT SHALL BE CONSTRUCTED i0 THE -- ----- R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MANLINE PAVEMENT WHICH CAN BE EXPANSION EXPANSION OMITTED IN THE ENTRANCE.) JOINT I JOINT LL 4. RADIAL CURB OR COMBINATION CURB AND GUTTER - - - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTES WIDTH "B" 2'-0. OR ASW MANLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. (+ PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MANLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK M CURB RAMPS 10-PMMOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO ]".(SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8X MA%. D GRADE CHANGE ® _ _ _ - U 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MANLINE ROADWAY _ - - - - - - - - - - NOTE ]l THE ENTRANCE. . ® _ _ 0 ]. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES CNARGE - - 1720' D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MI NIMUM FOR COMMERCIA ENTRANCE INTERSECTION NOTES B. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A VDOT ROAD OF TSIGHT IREMENTS.GN MANU&STOPPING DISTANCE AND B VE ALUE REQ 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A vy{••Ir PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE e ACROSS THE INTERSECTION. jlll-.1•- ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3` V. s � (H.E.S.J i. CONCRETE '^ SECTION C-C ENTRANCE VOLUME GRADE CHANGE „D„ DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD 13% 6X LOW LESS THAN 500 VPD <6 % 8 % (FOR USE ON ROUNDABOUT TRUCK APRONS AND SPUTTER ISLANDS ONLY) NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3" 5' 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI. 3. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS A. ~:•.,: 1 %2 " 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" 2 R DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB SURFACE R WILL COINCIDE WITH THE TOP OF A COURSE OF THE w PAVEMENTS SUBSTRUCTURE. OTHERWISE, THE ^ Z DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN cn w BASE THE PRICE BID IS TO BE MADE FOR A DECREASE OR Mtn AN INCREASE IN DEPTH. 4. THE MODIFICATION TO THE STANDARD CG-3 IS TO REDUCE THE EXPOSED HEIGHT OF THE CURB AS SUBBASE SHOWN. MODIFIED CURB SHALL BE PAID FOR AS xx STANDARD CG-3. 8" xx CONTACT DISTRICT MATERIALS ENGINEER FOR TRUCK APRON PAVEMENT TYPICAL SECTION. VDOT STANDARD CG-3 CURB - MODIFIED No Scale cc-z NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS .. I�-II 2"R (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH �'• AS 3" (15" DEPTH) OR INCREASED AS MACH AS 3" (21" DEPTH) INORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. p,• : p,• OTHERWISE THE DEPTH IS TO BE 15" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. i S. CG-2 IS TO BE USED ON ROADWAYS MEETING a �. THE REQUIREMENTS FOR CO-6 AS SHOWN IN D.;"D.;, D APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, In IN THE SECTION ON GS URBAN STANDARDS. A ;A e e' ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 NOTE; ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION �VDOT SPECIFIC, REFERENCE METHOD OF TREATMENT REFERS ROAD AND BRIDGE STANDARDS soz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE I SHEET 1 OF 1 los VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 502 203.04 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION ROOD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 20L01 CG-6 NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB 4 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB A GUTTER OAUBBASEO COOURRSES ANDADTO LTHE DEPTH OFOPE THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF 00-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MI N THE SECTION ON GS URBAN STANDARDS. D ' T':r A BE CONCRETE OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 8'CONCRETE SIDEWALK 2%, CG-6 CURB CONSTRUCTION 2.5' 2" SM-12.5A PARALLEL 12' PARKING (TRAVEL LANE) 2% 12' (TRAVELLANE) CG-6 CURB 2.5'1 _8' PARALLE PARKING 12'X4' TREE J / �� ST'D UD-4 2" IM-19.OA J 4" BM-25.OA J ST'D UD-4 WELL (TYP.)2 J/ 8.5" 21 B AGGREGATE BASE COURSE AGGREGATE SHALL EXTEND CONCRETE 1' BEYOND THE BACK OF CURB (TYP.) 71' RIGHT-OF-WAY PARK RIDGE DRIVE TYPICAL SECTION STA 14+43.01-STA 24+66.44 - 25 MPH DESIGN SPEED (GS-7) No Scale 5'CONCRETE SIDEWALK r �1 CONSTRUCTION 2" SM-12.5A 12' (TRAVEL LANE) 2°6, + 12' y(TRAVEL LANE) CG-6 CURB 2.5'� _8' PARALLEL PARKING ) ST'D UD-4 2" IM-19.OA J 4" BM-25.OA ST'D UD-4 8.5" 21 B AGGREGATE BASE COURSE AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) 65' RIGHT-OF-WAY PARK RIDGE DRIVE TYPICAL SECTION STA 24+66.44-25+49.47 - 25 MPH DESIGN SPEED (GS-7) No Scale 2% , 12%4' TREE WELL (TYP.) 2 CG-6 CURB 2.5' PARALLEL_ PARKING 2" SM-12.5A - 12' (TRAVEL LANE)) ST'D UD-4 2" IM-19.OA CONSTRUCTION 4" BM-25.OA -J CONCRETE r 56' RIGHT-OF-WAY HIGH STREET TYPICAL SECTION - 25 MPH DESIGN SPEED (GS-7 No Scale 12' y(TRAVEL LANE) CG-6 CURB 2.5'� _8' PARALLEL PARKING 4 8.5" 21 B AGGREGATE ST'D UD-4 BASE COURSE AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) 8'CONCRETE �{ SIDEWALK- : f 2% `12%4' TREE WELL (TYP.) 2' 6' -ANTING STRIP " CONSTRUCTION CG-6 CURB CG-6 CURB 2.5' 2" SM-12.5A 2.5' 1 8-SC ONCRETE 8' PARALLEL 5' BIKE 11' 11' F BIKE 8' PARALLE (GUI) WIDE WALK PARKING LANE (TRAVEL LANE) (TRAVEL LANE) LANE PARKING 2/0-+ f2% 2%, 12%4' TREE j ~ ST'D UD-4 2" IM-19.10A 4" BM-25.OA J ST'D UD-4 WELL (TYP.) 8.5" 21 B AGGREGATE 2'PAVERS BASE COURSE -- - AGGREGATE SHALL EXTEND LIBRARY AVENUE TYPICAL SECTION - 25 MPH DESIGN SPEED (GS- No Scale RIGHT 5'CONCRETE SIDEWALK 8' SIDEWALK PAVERS - �2% `12%4' TREE WELL (TYP.) PAVERS 6 ALTN �J� �'• l`I I i •, CLINT W. ?: S FFLET Lic. N 54396 � 8/17/22 All G� .• `0 S/04N401`�r M E CD 0 OT LJ N Vi N C > E w °/ E Lu LL o 3 U. m^H KW tr.3 J U ( b W J -ui d > N � N � U W N � Q x N i� LL C a = ;j. L n = N N = U >US F Q Ul c Ln 0ON N L. M aDo CDU-1 z O a DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N.A. Lu z z W 0 Q U Lu �Qa Q z U �-I H l u H ^ Z J=)z U U w ¢ J � H co wa m I- (M Q M C6 U I� JOB NO. 38593 SHEET NO. 2A 0 a 3 s a 0 O � 0. -z n0 o 2 c AF a c N a0 C 0 0 3 Z 0 m 0 2 a F N 60 6 « O '3 n ID m 'nr m XX C N 16 roh N C .tll. O N O E �M O a c � 10 'a O O u15 (D a c m N C O O N V C. 09 c E F L EW-12 rplj-, Im- M L - PLAN SECTION A -A BEVEL SLOT DETAIL (PERMITTED FOR EASY FORM REMOVAL) 2._p.. 6 PIPE I.D. SLOPE DIMENSIONS CLASS A3 CONCRETE ICUBIC YARDS L I H 4" 2:1 2'-5' 1'-2 0.19 4" 3:1 3'-5 1_1 0.25 6" 211 TAO •• 1'-5 •• 6" 3:1 4'-)'," 1 T-41 " 6" 411 5'-3" 1'-3 4" ROAD AND BRIDGE STMDARDS SHEET 1 OF 1 REVISION DATE 101.32 04/20 WP-2 ISOMETRIC ALUMINUM RIVETS OR BOLTS 4" X 8" ALUMINUM PANEL. = 0.080 OR 0.10 THICK JD C Hm D b GALVANIZED U-TYPE 2" BLACK LETTERS PLACED ROLLED PAL STEEL VERTICALLY ON MARKER POST AT 1.33 LBS./FT. PLATE WITH WHITE BACKGROUND "UD" FOR UNDERDRANS "CO" FOR CROSSDRANS UNDERDRAIN OUTLET MARKER DETAIL NOTES: 1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRNN OUTLETS, BARRING LOCATIONS WHERE UNDERDRNN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. 2. OUTLET PIPES SHALL BE RIGID NONPERFORATED, SMOOTH -BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSITESTED ACCORDING TO ASTM 2412. 3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX. '/" X V AND WEIGH MPR( 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSIMIN.). PRECAST CONCRETE IS TO BE CLASS A4 (4000 PSI MIN.).0.35. STEEL POSTS SHALL BE CMVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. 038ALUMINUM MARKER PLATES SHALL BE ASTM 8209 ALLOY 6061-T6 OR 5052-H381F. SHEETING FOR BACKGROUND AND BLACK LETTERS SHALL CONFORM TO SECTION 701 OF THE ROAD AND BRIDGE SPECIFICATIONS. 6. MARKER SHALL BE PLACED AT ALL EW-12 INSTALLATIONS WITH 2 INCH LETTERS PLACED VERTICALLY DESIGNATING UNDERDRANS WITH "UO" AND CROSSORNNS WITH "CD". 7. MARKER WILL BE PAD FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. A COPY OF THE ORIGINAL SEALED MO SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD ENDWALL FOR PIPE UNDERDRAINREFERENCE 105 701 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 EDGE OF EXISTING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS -------- EXISTING SUBBASE-------- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1% NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) % MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPWLT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING MD 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 WAVED 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 TIRE 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 D FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(I) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING -"PENq MET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 2016 ROAD & BRI Dfilb ATE( ISOF TRANSPORTATION CG-9B WIDTH OF C ENTRANCE EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE EXPANSION JOINT EDGE OF PAVEMENT �TmmUNPAVED LIMITSOF PED.LIMITSOFPED.ACCESS ROUTE ® ACCESS ROUTE INNONSPACE WIDTH OF ENTRANCE - WJ LIMITS OF PED. b LIMITS OF PED. CESS ROUTE ® NON -TRAVERSABLE -' ACCESS ROUTEEE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RE RED IF THE LIMITS 2,_p„ OF PEDESTRIAN ACCESS ROUTE QLMJI EXTEND BEYOND I.�.I EXISTING OR PROPOSED VDOi RIGHT -OF WAY. I I ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS • �- - e' b:' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT ce So •o. o.o PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A o4e4 o4o FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F HALF PLAN C �J N IF PEDESTRIAN ACCESS ROUTES AB ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH 1j^y IS REQUIRED WITH A MAX. 2X CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD . e. • �. . n. PARABOLIC CG-3 OR CG-7. THE CURB FACE ON THIS , SIDEWALK CURVE STANDARD IS R BE ADJUSTED T. MATCH THE SPACE _ MOUNTABLE CURB CONFIGURATION. o4 S4 04000 FLOW LINE JOINTENTRANCE WIDTH DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM 12' CD-1 CUT GRADE (PAVEMENT SUBBASE FILL UBGRN)E CROSSDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT PAVEMENT SURFACE & BASE 0000000o 0000 a0000 a SUBBASE -o oo o. o.o-o-o-o-o6.6. o0000 -SELECT MATERIAL TYPEIORX 0 0 0 o I57 RE ATE, I8 AGGREGATE OR CRUSHED GLASS MEETING I8 GRADATION REQUIREMENTS. GEOTEXTILE DRAINAGE FABRIC OR r PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE o•o 6. o�o�o 0000 -SELECT CEMENT MATERIAL STABILIZED) SUBGRME a_ GEOTE%TILE K57 AGGREGATE, I8 AGGREGATE OR CRUSHED 0C' PLAN VIEW (PLACEMENT OF CD-1CROSSDRAIN) CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT EDGE OF EXISTING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS -------- EXISTING SUBBASE-------- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1% NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) % MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPWLT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING MD 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 WAVED 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 TIRE 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 D FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(I) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING -"PENq MET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 2016 ROAD & BRI Dfilb ATE( ISOF TRANSPORTATION CG-9B WIDTH OF C ENTRANCE EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE EXPANSION JOINT EDGE OF PAVEMENT �TmmUNPAVED LIMITSOF PED.LIMITSOFPED.ACCESS ROUTE ® ACCESS ROUTE INNONSPACE WIDTH OF ENTRANCE - WJ LIMITS OF PED. b LIMITS OF PED. CESS ROUTE ® NON -TRAVERSABLE -' ACCESS ROUTEEE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RE RED IF THE LIMITS 2,_p„ OF PEDESTRIAN ACCESS ROUTE QLMJI EXTEND BEYOND I.�.I EXISTING OR PROPOSED VDOi RIGHT -OF WAY. I I ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS • �- - e' b:' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT ce So •o. o.o PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A o4e4 o4o FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F HALF PLAN C �J N IF PEDESTRIAN ACCESS ROUTES AB ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH 1j^y IS REQUIRED WITH A MAX. 2X CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD . e. • �. . n. PARABOLIC CG-3 OR CG-7. THE CURB FACE ON THIS , SIDEWALK CURVE STANDARD IS R BE ADJUSTED T. MATCH THE SPACE _ MOUNTABLE CURB CONFIGURATION. o4 S4 04000 FLOW LINE JOINTENTRANCE WIDTH DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM 12' CD-1 CUT GRADE (PAVEMENT SUBBASE FILL UBGRN)E CROSSDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT PAVEMENT SURFACE & BASE 0000000o 0000 a0000 a SUBBASE -o oo o. o.o-o-o-o-o6.6. o0000 -SELECT MATERIAL TYPEIORX 0 0 0 o I57 RE ATE, I8 AGGREGATE OR CRUSHED GLASS MEETING I8 GRADATION REQUIREMENTS. GEOTEXTILE DRAINAGE FABRIC OR r PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE o•o 6. o�o�o 0000 -SELECT CEMENT MATERIAL STABILIZED) SUBGRME a_ GEOTE%TILE K57 AGGREGATE, I8 AGGREGATE OR CRUSHED 0C' PLAN VIEW (PLACEMENT OF CD-1CROSSDRAIN) CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT PAVEMENT SURFACE & BASE SUBBASE o . o 6 -SELECT MATERIAL TYPE IORE - #57 AGGREGATE. 18 AGGREGATE OR CRUSHED GEOTEX'E 1•_p•• GLASS MEETING IB GRADATION REQUIREMENTS. GRAINAGE FABRIC OR �-- PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE - o. o o:o•o. �o�o o • ~ SELECT MATERIAL TYPE II OR SUBCRADE �o. o (CEMENT OR LIME STABILIZED) GLASS MEETING 18 GRADATION REQUIREMENTS. DRAINAGE p„ GENERAL NOTES 057 AGGREGATE, I8 AGGREGATE OR CRUSHED FABRIC GE TTE%TILE I GLASS MEETING I8 GRADATION REQUIREMENTS. 1 UNLESS SPECIFICALLY INDICATED GROSSMAN WILL NOT BE DRAINAGE 1'-0" NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH B(W.T. 4" NON. DIAMETER MAL 8" MOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI XXX ]0 PSI 3E 3E 3E M WALL THICKNESS (MIN) - INCHES XXX TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 108.04 0]/I6 ID-4 GEOTEXTILE DRAINAGE FABRIC (OVERLAP 1'-&' AT TOP) -I SUBGRADE SEE NOTE 1 S� TOP OF CUT7 GONe>F- CD-2 FOR I�:M190• TRAVEL LANES Ir-----Y�---------4----. (;? EDGE OF PAVEMENT Tr TSHOULDER LINE YPICAL) 4- TOE OF FILL / LIMITS OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH H.A, T 4" NON. DINETER )( W,T. 6" MOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI XXX ]0 P51 BK)E BK X WALL THICKNESS (MIN) - INCHES XXX TESTED ACCORDING TO ASTM 0-2412 AT 5%DEFLECTION. LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRME ARE STABILIZED. FABRIC GENERAL NOTES 2. TENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. INSURE COMPACTNESS. 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT PAID SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN. (3 % APPROACH SLAB PAVEMENT SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 %MIN. (3% DESIRABLE) GRADE. DESIRABLE) GRADE. 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE ., BRIDGE "" SUBBASE 3. ON CURB AND GUTTER SECTIONS. WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR CROSSDRANS, THEY ME TO BE LOCATED SO AS TO DRAIN INTO DROP .,.- CD-2 OUTLETS FOR CROSSDRANS, THEY ME TO BE LOCATED SO AS TO DRAN INTO DROP INLETS OR MANHOLES. Gp_2 - INLETS OR MANHOLES. CREGATE BASE MATERIAL TYPE I 5. ON SUPEELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA 5'-0" 4. ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. SIZE N0. 21B l6" MIN. DEPTH> WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V-O" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 7. ALL CONNECTIONS (ELBOWS. WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO PLACEMENT OF CD-2 CROSSDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. SPECIFICATION SPECIFICATION �VDOT STANDARD CROSSDRAIN REFERENCE REFERENCE STANDARD CROSSDRAIN ROAD AND BRIDGE STANDARDS (AT LOWER END OF CUTS) soi so (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF I VIRGINIA DEPARTMENT OF TRANSPORTATION 701 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 10805 SHOULDER GLASS MEETING N8 GRADATION REQUIREMENT. PAVED SHOULDER SECTION UP TO PPE IS 45• ELBOW CONNECTION 45• WYE CONNECTION Iff-MMA EW-12 (TYPICAL) OUTLET PIPE NO SCALE UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER GEOTEXTILE DRAINAGE FABRIC (OVERLAP V-O" AT TOP) f �l SUBGRADE w1[[I rr•[ SEE NOTE 1 I57 AGGREGATE, 08 _ 4" PRE AGGREGATE OR CRUSHED GLASS MEETING 08 GRADATION REQUIREMENT - PAY LIMITS FOR WTLET PIPE TO BEGIN WITH 45• ELBOW CURB AND GUTTER SECTION ELBOW �� STANDARD PAVEMENT EDGEDRAIN SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION 240 258 501 7Q SHEET 1 OF 2 REVISION DATE D8.08 C'06 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURB IN LINEAR REQUIRED RFACERI RGEA IN SQUARE Y-3 DETECTABLE E WARNING SUN ARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM BE SUMMARIZED FOR EACH CURB CUT RAMP. AND SHOULD 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS SIDEWALK OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. 48:1 RAMP tY1 MAX DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS MAX APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4' 4. REQUIRED BARS ME TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 6 MAX CONCRETE COVER 1%j'. 101 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PERPENDICULAR 6. CURB RAMPS ME REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ME USED N CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 5' MIN 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR. MAX�. 12 121 MA 8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES LIGHT POLES FIRE HYDRANTS DROP INLETS ETC. TYPE B 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND / �Y THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS UD-3 NOTES: +' 1• (DROP INLET MANHOLE ECTINAL � NON-P-PERFORATEDTLY OUTILE� PIPESMENOT EOUIRREED. SDEWNJ( 2. INVERT ELEVATION AT END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. ON OF SLOPE 2X� ROADWAY 3. TO BE OF THE SAME CRUSHIWYES G StREN61A AS THEY OUTLET PIPE OUTLET PIPE ME y;- i ��SS�S��-�♦ = 4. OUTLET PIPE ME TO BE INSTALLED ON 2 X MN. (3 X DESIRABLE) GRADE. SLOPE 2X->• �i V 4 5. OUTLET RE TO BE SECURELY CONNECTED TO EW-12 OR OTTER DRNNICE ,RB �� OUTLET PPE AGG STRUCTURE. AGGREGATE OR OR CRUSHED GLASS MTE GLASS MEETING IB p_g„ B. SIDEWALK UNDERDRAIN IS TO BE USED WHEN THE SIDEWALK GRADATION EQURDAFNT. e" PIPE SOIL HAS 3IDNAL GRADIENT IS 3X.2 MORE AND WHEN THE UNDERLYING SOIL HVIS 34X OR MORE PASSING THE NO, SIEVE, AND HAS A PI OF 13 OR LESS, AND THE AREA HAS EW A HISTORY OF SIDEWALK UNDERMINING. GEOTEXTILE DRAINAGE FABRIC (LAP 6" UNDER SIDEWALK EDGE) 7, SIDEWALK UNDERDRANS SHOULD BE TIED INTO THE STORM SEWER SYSTEM AT POINTS A'PROXAIATLEY A CITY BLOCK APART. UNDERDRAIN RIMS MAST NOT M THIS PORTION TO BE DELETED WHEN SIDEWALK IS ADJACENT TO CURB EXCEED 1DDO FEET IN LENGTH WITHOUT DISCHARGING INTO THE STORM OWN BR OR CURB AND GUTTER WITH NO BUFFER STRIP. SYSTEM INTO AN OPEN DRAIN. 5. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PIPE SHALL BE UTILIZED IN LIEU OF PERFORATED PIPE. UP TO PPE IS LONGITUDINAL PERFORATED PIPE TYPE OF PIPE CRUSHING STRENGTH N 6" NOMINAL DIAMETER SMOOTH WALL PVC 0.153 CORRUGATED PE AASHTO M-252 PAY LMI TO BEGIN NON -PERFORATED PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS TYPE OF PIPE CRUSHING STRENGTH BE W.T 6" NOMINAL DIAMETER SMOOTH WAIJ_ PVC 0.153 SMOOTH WNl PE 70 PSI X N X * WALL THICKNESS (MIN) - INCHES N X)(ESED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. �NI4AXYIJI�� COMMERCIAL ENTRANCE �UNDMRAN BETWEEN THE LIMITS OF COMMERCIAL ENTRANCE CURB RETURNS WILL BE NON -PERFORATED PPE. SIDEWALK OR UNPAVED SPACE STANDARD SIDEWALK UNDERDRAIN ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 %IB.03 LONGITUDINAL PERFORATED PIPE uD-a S PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) UNDERDRNN SHALL BE CENTERED UNDER CURB AND GUTTER. SUBBASE SEE NOTE 9 TYPE OF PIPE CRUSHING STRENGTH M W.T. 4" NON. DIAMETER SMOOTH WALL PVC .D3 CORRUGATED PE MSHTO M-252 NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS TYPE OF PPE CRUSHING STRENGTH *W.T 4"NOM. DIAMETER SMOOTH WALL PVC .D3 SMOOTH WALL PE 70 PSI )HUNT X WALL THICKNESS (MN) - INCHES )EN:)E TESTED ACCORDING TO ASTM 0-2412 AT SX DEFLECTION. DOWN GRADE -ES SHOULDER -EP GGIIDD MAN LINE PAVEMENT NON -PENAL RATED Y CONECCTION =EP - - . PERPENDICULAR TO THE CURB. 1.'k1: + !' 9 SEE NOTE 1 �� -ES SHOULDER 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. 1 GLA SMETING NB AGGREGATE Q CRUSHED) / " PPE GLASS MEETING gg GRADATION REQUIREMENT. ST'D. UD-4 REQ'D. / / STD. IDi E09. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES T 12:1 MA% C CURB AND GUTTER SECTION OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE 1A .ATyl 5• Y ** X:� (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHOULDER ES 204.06 ANDU204.00RER TO MATCH THE BACK 7 FOR METHODS OF INSTALLING CDETECTABLE WARNINGURB. SEE CG-12-INS S ON A RADIUS. PAVEMENT 4.MN AT X:. 2" HIGHER THAN NOTES) ES i S EDGE OF PAVEMENT I AT )K)K , SAME AS TOP OF CURB L 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4" OF AGGREGATE ON TOP OF PIPE EDGEDRAINS IN GORE AREAS TYPE C 2 LONGITUDINAL� CONNNON-PERFORATED ECTS �TLY RUCTURE PARALLEL & PERPENDICULAR (DROP INNLLEEL,.M EE OUTLER IPESAINAGE ME NOT EQUIRED. INVERT ELEVATION AT OUTLET END 6"-2 4" C-C TRUNCATED DOME m 3. OF OUTLET PIPE TO BE A MINIMUM OF V-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. I NORMAL GUTTER ® __---- - ®----------- x:: SECTION E-E ,p .�. •n. •e. -e. �•� . C. � °• • e. � b4 Y•4o�o BK OX TO 10X CHANCE 4 b4 •'4 e4 b•o4v4 e. o. Pe4 Y64•",;Po4 e4beYe•e4 I CLASS A3 (H.E.S.)GONG � LANDING RAMP 0 6" AGGR. BASE TYPE I SIZE 21B 6. s -o 12% MAX. SLOPE 5'-0"® POINT OF GRADE CHANGE • e. ' �• . p• FOR CURB AND GUTTER ONLY BK • n. • H:. • b% DETECTABLE WARNING 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS AT BACK OF CURB FOR SIDEWALK CURB AND GUTTER3 X MAXIMUM DECREASE IN FX oo bo •e. o.o SEE NOTE 11. BUILT CONCURRENTLY 8404040 AND SECTION C-C X X a 8 % MAXIMUM DECREASE FORLOPE SUCCEEDINGFORRST MNM MINIMUM 10'I10- INTERVALSDETECTABLE WARNING SECTION D-D INSTALLED ON A RADIUS SPECIFICATION NVDOT XVDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 502 REVISION DATE 1 SHEET L OF 1 SHEET t OF 5 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 1 203.02 204.01 104/19 2016 ROAD & BRIDGE STANDARDS 4. ALL CON ECTONS (ELBOWSlWWYESi�, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE - - - - - I O O O O O z ARE TO E OF THE SAE STRENGTH AS THE OUTLET PIPE. COMMERCAL SIDEWALK OR L m O O O O O O O O O O O O 8. OUTLET PIPES ARE TO BE INSTALLED ON 2% MINE (3%DESIRABLE) GRADE AND PERFORATED ENTRANCE UNPAVED SPACE _ O O O O O O O O O O O O Ti LOCATED EVERY 350'MAIW.NIM OR AS NOTED ON PLANS. UNDERDRAIN PERFORATED O 0 PIPE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l 0 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OIe OTHER DRAINAGE TRENCH WITH UNDERDRAN a 9 AGGREGATE PIPE _ _ + I O O O O O O O O O O O O O O O STRUCTURE. (') 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7, WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON-PEEORATED PPE SHALL BE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o UTILIZED IN LIEU OF PERFORATED PPE. SOY.-65X OF BASE DIAMETER O O O O O O O O O O O O O O O S. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION I!D THE EW-12 SHALL BE ST'D. CURB MAINLINE ROADWAY TOP DIAMETER LIMITED TO NO MORE THAN 1'-0" TO PERMIT CAMERA INSPECTION OF THE MAIN LIRE M GUTTER V�WILL BERNON-PEEEN THE gpE-S OF I ST'D. CURB o I N EITHER DIRECTION. COMMERCIAL ENTRANCE CURB RETURNS -iil & CUTTER 0.9"-1.4" VARIABLE FULL WIDTH Oi RAUP FLOOR _ BA5tTAM I PAY LIMITS 9. N SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT BE MAINTAINED UNDER CURB AND GUTTER, NO. 21B AGGREGATE SHALL BE USED TRUNCATED DOME UNDER CURB MD GUTTER. DETAIL DETECTABLE WARNING NO.219 AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED OPEN-GRMED DETAIL MATERIAL LAYER AND CURB AND GUTTER. COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFDATKN 1�T CG-12 DETECTABLE WARNING SURFACE REFERENCE REFERENCE STANDARD PAVEMENT EDGEDRAIN ROM ITD BRDGE STANDARDS (GENERAL NOTES) 105 z58 REVISION DATE SHEET z of z VIRGINIA DEPARTMENT E TRANSPORTATION 504 501 VIRGINIA DEPARTMENT OF TRANSPORTATION ml % 8.07 •`� ALTIFI r1� �oW C� '/, j /ram CLINT W. ?: S FFLET i� A Lie. N 51396 ��4 8/17122 M E CD � O N Vi N C >E W E < LL 3 0 W W C R6 ^H IY W L M d J U 00 W J -� CL � C) (A N U W D N LL 0 Q C U N N F < - C Ln O N � M C � CDU-1 N z 0 V Z O LZLJ (n W CJ ofU u U 4 O UJI Lll Q' DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N.A. W W `< Q V 1 z J H (' N� c Q >Lu Lu •r'•u•' Q J o cz I� LLJ (n L// cQ G O M W ro M 1� 1� U 0 c 6 0 c L JOB NO. 38593 SHEETNO. 28 \ - \ \ ;' D778, PG. 6 ASPHAL \ \ ` \ EILOCK \' qp N, \ N 6 I ` TM 179 400 _ _ \. :: V2 >> /NQ \ RFF y Sly D(ZM B. 163,�0 82 (PLAY! ` FENCE I`I\ ' <� S/ \ OTC \ / Q \11RE4LTOR FORGET w N/F COUNTY AY�LE, ,#, ; - /S 'yOR \ Q�'oe Mo 0 �owesrP \ B. 72, PG. R1\ \ FNC. 0.6' \� .:,,,. \ R 240 Oqp \ VIRGIN/ \\ \ \ T / R \\ % \ VENS &� C OZE \ > , ' \,\ \ D.B. 4185, PG. 2, \ �\ ` I l `' y^ O 0y Q� ^MPANY \ HARDWARE \ OR/ , ; ; �. \\ FE CE y 00 y^ 6 QQ' \9/2 SYORY#5783 \ ! / / 6:C*�4185, PG. 287 PLA \\ ( •Z' Q' /� e Q \ BLQCK PROPANE / , ( ) E C. 0.4' '� �'\ yQ �' py \e #5Z.E161 8AREATO TMP BOX/ ; Z\' „ /' /A\RCEL J-1 00 ?q, \ lx 2 7 0 Q O' ry /yy OQ56A2-123 PLAT \\ ST gCOF \ 1 '` y 04 ya0� LG '< y ryry v�GRA ING UNREC� \0'Q e�' / 0' Q 4 IN v (4 / !y �O \ ,, J P e W. SAND OGE, �s , .\ Y-,'- O v O^ �Q OJ `�� P. 712 D.O. 766 \ \ !/ 163 D.B. 149 P. 350 PLAT \7 �/ THE SQUARE O.O6r\C r.J Rpp t•�0 #EE571�� /% / /1/ \ °^^ \ /TV / \ \ \ \ \ -y `.�7,-,- - \ \ m 1 56A2-Of-23FFE 2\LP fl \/ 'xS p p t`'o' ' % -`GS' /,` /\ ` l VAULT s 4O\`` - }} i PLAT ,� N \, \ / \ B A \� ,- t-�- _ /�, 0` DEDICATING WOOD "� .}%� 3AC ?Sr / ` / p'k9q qy �AO� \i \ / \ \ \�`� Q \ l / x 724.8 / q QWr p eEq-`"'tpf�5 \ _ 1 a a AREA \ ( Bl \ `rT '�>> 'qC ,1. ' ' \ i 1 �NRI, DEDSHE �/ C Y \/ y ORYe�x7Y / \�V\' o l i \ �� _// i \ \ \ CS \\ DEOKD / \ / d PTV / / \ ry.°�,�Q <G Oc / \ \. -"�" \ % I l \ 72 1 x 72517 / l m 1 \ r \Sql \ V Je Dry pa GRAVEL \�\ \ � X( Q S ` \ l / / \� C3 12k \ _ _ ` ` --- _ Z 1 Sr \ \Fy /. as / 0' O / ° N C�O�Q yrya�y / \ / I SSAJH e�Q� (b / \ l I l D.B. 4182, PG. 355, 361 PLAT \ \ \ ` \ \ \ \>2j\ C� 'yyA4p°Rr \ \\\ \ iosogssFoeC/ P e QS'Q. TN/POS6A2-01- 071D0 \ /�IL2/ �/c �Q��q' \ / I Al( �\ `N'1 oTP 0 / OQ ry 15' V. E. P. CO. EASEMENT \ _ ry \ \ _ \ SCALE 1 "=30' A \ \�%Fc°jz�C�rFy�c•�sT yQ /\'\ y0'�ny N/\F CHARLOTTE B. 1 p, \ ;Q y SPARSE P\VEMENT , y'T a \ g\ Q o• / DAMMANAND SARA�\� / ryo� / lrya / LE9'FRIZZELL \ j P'QsQ��\ hero^a y / l D.B. 3871, PG. 244,248 (�ZAIZ �� J - _ 0 30' 60' 1 \ �FY \ Q �Q Q� a, D.B. 833, PG. 3 � yo g \ / ge 0' 10'CENTEL EASEMENT- \ / \ \ \ Q /' D.B. 324, PG. 90, 92 s\ ° e x 72�3 /1 (PLAT) 0 Q �� • \ ` \ \j J P \\ \ \ LOT 3 Q p a 723.5 \ \ \ �� \ L /Q \ \\ \ \\ \ \/ /os ASPHALT \ P Q0' / \ 1! m // )Q'S / \\ \ \ �2� \� CONCRETE SLAB \S, I/O '\ Q„ \ / �`�'\ \ l J GRATE 711.64 /N 6"� \ ` x PVC 70� 79 (ROOF KtPCO \ /1 \ / �F'0y` /\ ` \ 724.6 GRAIN) (4UT 15" RCP EAS AAENT\\\/ • \ \ Y\ P I \ O. \ \ 705.43 \ D.B. 3116�8 4 POST \ •\ ( 1 / / \?Q / \ ` l 2 �R \ I Y Q✓ \ CHARLOTTEB. \DAMMANN \ lb / \ r / P� > \\ l / AND SARA LEE)3ARNES \ #5763 1 E \\ R \ / \I Q� `L �'� / // D.B. 4355 A 10 DA 4355 A A A \ \ \ \ \ �' /i Q 7242 13 PLAT D.B. 324 P. �2 PLAT \ / THE SQU, E ®, C O \ \ OFF)CE \O.B. 833 P. 3 D.B. 3868•P. 414 / 18 3(j \\ /F \S / ABANDONED] \ _/ KEPCO D.B. 4049 P. 138 0.27 \ TM�05 01-00-071A a WMW \ u \ _ AICRESTMP#56A2-0I-x1D \ / /FL RLOTTEB. / \ ® \ TMP TOWN \ \ A/ S \ / `6 I \ \ CR�ZET NEVI/ TOWN ASSOCIATES, LLC \ 724.2\ / �; 725.9 ` l CONCRETE SL9B \ \ I \ NAND SAR lI l \� ( l \ B. 4568, PG. 724 \ \ \ \ / x 25.1 / - 1� T Lam- FRIZZELL \ / /\ 1 /l 1 721.4 I 9 \ l / 1 / � x i I D.B. Q06, PG. 249, 252 (PLAT) / \ D. 833, PG. 31 / PARCEL 001 \ �\ RATE 708.47 /N 1l5" \ \ �" \ \ \ I ( ) \\ I I / 1 7 RCP sssss our 1�" I `� \ B. 4, PG. 90�92 1� \ �� \0 �/ \ \L \ \ \ \ x 23.6 I / 3.983 AC. \ _ — , - I \ \\� / / , ' / \R(�P 699.67 \ \mac+ // (PLAT) l / QI� !l/� \ \/ T \ I 72� / l / I \� S6 ` / _ l Q/ ` 4, / 717 J Q \ ?7 \ 1 15' .EP.S61 EASEMENT I / \ 7= LOT 6 / / / 1 #\5\9 �/ \ D. 4182, PG (PLAT) 717 \ 1 ' 1 TOR / \/\O \ \ I m \ _ _ _ \ // /` 11 \ 1 / / 1 E l 40, \\ \ \ \ / / - - - - - - - _ _ _ _ / _ _ - h 724 - 30' V.EP.�CJ� MMENT �M2 56A2-01-00-07180 I COl1/CRETE SLAB C \ J SS-p�ijy h 1 / / Spppoo(((GGA��` E F ME J�/ / \ / \ ' Q1 / / CONCRETE SLAB- — — — — — — — — — / ry I 0.4 3855, PG. 487, 494 (PLLAArr�� qe (✓ FW&ET NEW TOWN.ASSOCIATES, LLC I / / / _ _ 002 BOO\ y /!J� p23p21cc�T so2a?NToe�OM# I = I / �yp / I/ \\ `moo ��rC\QO 1 x / l �\ ' - `\ (72 6 )� O t4 / �bH�FN / �� \ , / \\ GRAVE/ \ `\ / OQ? / / \ 723.4 / °ti/ 72 .3 ` I / �% (�' / / ro x 3. / O �OyooryQ�\�\ 4, �\\\ \\\ /\\\/ x720.6 PI�FMDNTREALTYHOLDINGSIII, LLCM, /C%B/4355P. 13PLATD.B.4687P.66D.B.4046P.496 � \` _ `'L/ o^ 7 6.7 \ I x \ \ / — _ I /%20. / J y �/ gqLAT D.B. 3886 P. 575, 586 PLAT O.B. 4696 P. fi40, / �\ j (� x� ` �.3 I / I / / 1 I A` \ / / / Iq/ CSUNTYOFALB. D.B.4426P.590CABLE D.B.,4W2 i �' 1 X20'WAT� ASE ENT \ T8.9 \ \ \ x l \ / l \ .} �\ / 716.3 A 185 VEPCO D.B. 4233 P. 206 CABLE D.B. 4222 P. \\ /� / i/99 VEPCO D.B. 4186 P. 629 EASEMENTS D,8. 4066 P. CgeC b — 4186, PGf 29, 6 ¢ (PLAT) \ y \ \ \� \ \ \ \ l 723.5/ m�1 / /� m _ , ' I/ I B l SPARSE PAVEMENT \ A250 VEPCO D.B. 3871 P. 244 TELEPHON�D.B. 3855P �e F /j \ , \ \ \ \ % / / /l / 719' / `[]/'//' / / ' \ I / I 487 VEPCO 0.45ACBE5 (G/S) TM956A2-01-70 5�2� I \ 1 \ \ / \ \ \ \ / C/$ / 1 I , 1�, _ \ I x / / / \ / a / % // I I TMP 056A2-01-Od-07000 B O �' x r \ `7 , 1 / RUINS / \ \ \ ` \ \ \ \ \ \ \ C l / / / // / E� J /l/ x \ 1 1 N/FELEFTERli7SK. — — 715 — \ l l �\ ` \ \ l / l 1 / /%i v /x W I / �I\ 715.9, —� 1 VASSAL S ASPHALT / � \` l x722.6 \ \ C/S \ l / I / / i 72 3 I r / I x \ / /' / / / „ v l CONCRETE SLAB/ 9' l GQ , - - \\\ x \ / F f O / l GG WAREHOUSE I I D.B. 4355, / G. 16 PARKING / / I \ 723.5 \ \ \y/ / / /` / ;; / / O / / G I l \ \ \ \ \ I / l / / ,1 l / ,D.B. 4355, P . 10, 13/ / I / 1 \717.7 \ l / T „ / — T) CCES ASE qJ ! / �/ I \ \ \ \ \ l l \ / \ \ / / / / I '� „ x / / /a\ (PL/jT) \ 4186, P .629, 6/ / I \ ` \ - ^l' l / l I l FFI / 11 BLOCKBUILDING� D.B. -r4 (Li 49 9� \ \ ��' /y// \ - - - - - /'l A��\IIDO d n' 720. ABANDONED l l l e _� l f I I I PL i) \ \ 7 s.x I/ i / 1 / I / \ x \ _ \ \� \ \ C/$ / \ ( / / )// ( ) �' / l l l '�/ \ \ G l \ / d7// / �� \ \ - 2 ' - - r l SHO q ` \ l l //l _ / SPAR8EPAVEMENT ` 1 \ \ \ \ \\ o // //4 �\� � \ `/ 1 \SST<<> \ %22.6 \ \ \ �72 ' / `/ / l \l ry�� 11 /� \ \ / A` 1 \ \ \ \ \ PIEDMONTPLACE\ 4 / /i /� / l �1 Q l 7 \ qTS `$TR \ / l l / (*A LA % \ l /l / — ` \ #2025 / Dl \� / / ti \� F \ F \ 1 ) I ET I \ \ 4„PVC I l J'^ //t/ Q ^ \ / 4 ROU FT \� / /l' x \ / / / WALE"yam - \ \ \ \ \ �025LIBRARYAVENUP / / \\7? • / / F / l \ / p / \ — N' I 720.2 \ / �/ \ L ASPHALT // / / / �Oo'e% o�1 (C/ Op->C OJ IV x7 - _ '� x 721.3 t''�,__"_???,LLL [ \ l \ \ J/ / / \EJtYST. R/J(l/ / d 0/ 0� / N N Rk% 21.5 I — / / \ \ \ / 6/1 15haca 1 V0 ^ <4P Al SPARSE PAVEMENT F F _ , y Jl \ / j13.4//CD CD7/ // jQ"QOe�wh / / / / off\\ / ix , _ / /I //�\\ 4�17 720- z Alf /J.ro /�Q � / / / / l �� 721.2 / R / I/ 9 ----_ ^O bry Cab ve Z18.4 / / 719.5 I l / ��\ 720.3 — L' / / / 0 / �j�/ 14 Q l / / / 1 721.3 / SPARSE PAVEMENT I Qv / PIPE IWgLkt �- / / 0' x- / b �\ / / x / / / ! �, 0' O P / /' l GRAVEL l l 11/ l l — / , -� ABOVE' _ - - / _ - - ' / / I / Cl I� / OPe� // )/ /S�Q GROUND_ / / I BUILDING ` / l - - - - /' / I <t/ ABANDONED / tU �/ / ' 'W TLC Q•Q Q \/ / l l l /I r „ ry _ _ d 08 ?T24Y1/ R/FS 5' `--i-----i1 w \ /\ ULT /4 _ - / _ NT3� ' - _ �1 / - to /\ (� _ _ PARSE PAVEMENT l l l % B 4313 pGIC 1j37p 1 - 1 -/ - 1�4/i I / J bh ` �-g.g / l /, 721.3 S ARSEPAVE ENT I 41 0' O y n% / C/SlALL , F �/� l / x I :� �atrE I \ �M 719.5 / / / l ,/ �. , L / l/ f S0, l/ �aI _—/ _ 710.5 240J1 \�� `x / / , / / �� 40• TR �/ / (�f NS �/ 710.5 b m x I s' 11) 7T l �� 719.8 / / / l l l \ / \ Tl/ip Fx 7 - - - I 'S'RCP I / I I I I x l / l I / /' \ / �/ /UrtrOp Ty x 712.5/,�// ' ro // — \ / - ____'1--� _ / / l l 721.2 / l/ / , \ / / / FN / / — / I / T i l FO / 709 / -- — — — \ 711.2 / �/ // x x 1 / I / / 710 x <— — / �CDI i I \ — 6 721.8 / l l I l \ / / _ ' / / / 709.5 - 1 - - GRAVEL AREA \ - _ `_ / EXIST. R/W -L Wq � l \ \ / 7 l r / I \ / 712.6 / - - l / / / - - \ 710L - - I I l ARSE PAVEM NT / / \ / l � � / ,/ I\ �\\SPN I ------ / - /' 721.4 / /// I� Q�Q4 // / / / I 1 x711.� u. / / / �! 708 7 \ // 1 r , \Jo / 707 l _ _ / 1 rr 1 \ l / /�ti DENSE TREES / / i2�� I% % bx ` , ) 1�3 \ - _ , ' / 1 /� U i - T r 1 708.6 — J J I I' \ I 11 \ t / I , — J i1 I /'I 718/J l // / I /� // S�ARSEAAI`MENT / /\ — / / x // / ' / 7p6 -�'y` '/` \ \ `\ i� J097- \ ` I / // // /-' -711-- \ 11 709.3' L _ --- / l 1 I I \I \ / \\ �----?_,�2 !/ �� / // // / / ' _ \ x709.7�``\` i /a x TMP056A2-01-00-g1500 5�• \ I / / _ - a N/F CHARLES R. <NITT I \ �'S�82\ l /\ T� \ / / \� / / \ \ ' 708.E ? \\ I / 0A- - ' I - - /��/�i ` - - a 70 JR. AND HERBS T A. \ / 71h — I I 1 I I \ I \ / x / / \ / / — t \\ �� SHED I I I I Y�/ PICKFORD, TRU TEES \ \ I�— -r\ � / / ., _ - FOR ` DENSE/ TREES I I / / \ x 709.2 II / /h ` 'i 3 TABOR PRESBYTERIANI l \ / ( x — I I I TMP 056A2-01-00-016 0 / / \ ^ \ 709.9 / ( 10 I I l / CHURCH / b I ` l F I `J THE SQUARE, LLC \ I I I I D.B. 1770, PG. 367 / I IJ / , O .TH Ol3' / DB. 4708, PG. 37 ` / I . / /////// ^ \*�*� \ 1 I - \\ _ \ \ \ /�ii I I I l D.B. 145, PG. 231 \ \ / I / _ �/ I D.B. 3077, PG. 205 / l �TRS /J \ / _ x I I I (PLAT) ` / ry �' \�'� / Y _ _,--_ tea' I 1 \,-�^, `_-_/�/___\�704.3 (PARCEL 004) I D.B. 3013, PG. 138 (PLAT) \ _ I l / \ \ \/ / \ / ` � \D /ENSE TREE 0.8890 AC. - / I , _ _ _ _ - _ _ I I - _ x� / (PARCEL 005) / l l l \ I / / �/ , _ - _ _ _ _ _ _ ' / - _ _ _ G �rii LEGEND I / / I I > - -_-700.6 --- _e i��r -�'�/ I I, l / / �� / , �\ /i/ / GBLOCKBUILDINO Cp RET = RETAINING WALL CC = CONCRETE CURB EP = EDGE OF PAVEMENT -0- = UTILITY POLE CC = CONCRETE CURB SS = SANITARY SEWER CIS = CONCRETE SLAB IRF = IRON ROD FOUND = LIGHT POST IRS = IRON ROD SET -•--•— = FENCE NS NAIL SET IPF = IRON PIPE FOUND Z = TELEPHONE PEDESTAL E2 = TELEVISION PEDESTAL N/F = NOW OR FORMERLY C04) = CLEAN OUT 0 = MANHOLE ® = WATER METER 0 = ELECTRIC BOX MB = MAIL BOXES = WATER VALVE J:J =FIRE HYDRANT W B. = WILL BOOK =SIGN ENC. =ENCROACHMENT UGE =UNDERGROUND ELECTRIC EMH = ELECTRIC MANHOLE WMH = WATER MANHOLE OHU = OVERHEAD UTILITIES SSMH = SANITARY SEWER MANHOLE \ = TREE LINE 63OX = SPOT SHOT CDl = CURB DROP INLET CCG = CONCRETE CURB AND GUTTER /ll / Z I , l l I /l / / / ` , _ - - - - I 1 1 700.6 �10� / ' � BAANDDONED) /Alp / , Q I /l / I I i I I I / / . I `'C/�i\ ,L \/ / / / / _ 700.6 / x 699.4 \ x \ \/gym A l I I I I I I I l / I I � — 700 -- / 700.3 1 / — — — / GARAGE / \/ tI I I / / / / / - _ _ / \ \ GG QJ / ` l / /' pI� \ - J / EXIST R/W L I I I I l , l / l �' / Q0 / `699 ` Qg3 PCO Fq I I`\- \ 700 I I / I I TMP ¢56A2,02-0A-g0100 / / / / 1 ' - x 46, pG SFiy> / I i I T E SQUARE, LC /' / / / / / / - - - - - - _ 6g \ ` \ 699.7 53p 53 M� A I I I QB.5345, PG./68 / / / / / / I 8 _ e _ 1699- _ \ I QB. 35$2, PG. 557 / / / /' /' DENSE TR l \ / - �C0 r / / I I I D. 275, PG. 310 PLAT ' / / ' / _ _ /' ` _ _ _ r - _ - 98 \ / T 2 / / I I I I , LOT ll, BLOCKA / / / / / r \ COM A� DSUBDIlSIONII l l l 0 I 1 ,I ,Q � I, ' ' p/ � / � - I (17ARCEL/ 006a l 11 l l /' — / / 1 I�NI ��h /\ I / /,1 / / � 1 rry i / ' cp //\-- / ' '/ /1 / / / I KEY PLAN / O /' I E W I - - - / /' / /' /' '' / y\ /' M� / / ' II I' ) / � t ELT N �� 10o �% i ��,•AP CLINT W. yop S FFLET >� ' Lit. n 44380 w4� 8/17/22Ik 9040*69q- M E O U N � N C > E w v E �vw3 Q LL o 5 p U. w 0 m 0 W L M Q�_j Voo co M U uiNV w v zF =x 3 _j U) = N =v>� F Q c u' 0 00 W M V U) o Z 0w U) w � U O W a w ti w DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=30' ui W Q Lf) a 0 < ~ I..L (D > C) z i—i Z 0 J o U Lu (� -i Ln�z Q I --I W m (n M Q x M w 1� C L D JOB NO. 38593 SHEET NO. 2C(1) 0 m 0 3 D 9X o 0 �z .2o o � c E_ a c m A D 0 x w L7 3 Zw 0 22 o r �3 n dm 2 Y X C 0.0 g„ m = 12 d `o E ,M 06 a c 2c 10 a 0 o u, . m a c m N C � o c o nE L F E L I x713.2 / i \`\\ I \1 \ \ of n \� ` \1 \ \ \ ` x 1 I a� — _ — \ I cn I / - - - - - D. 2932, PG. 621, 693 ( LA r1� t ELT N (/� �,� 710.5 J \ \ \ oo \ TREES \ I 1 co I \ 11 �c gkAVELAREA x 711.2 i v 1 \o \ \ \\o \ \ rn I I I I / / / / __ __- -- _-_ ----_ a x 687.6 3�I LOT51 ti`? !.•• h \ / / \�� 0 1 \ \ \ ?\ 1 \ I I I / / / / - , / TREES .0 ASPHALT \ 712.6 / \ ` \ \ / �• I \ o \ ` 7o1 _ �O \ \ I I / / \ x688.5 / \ x ' / \ l x IMP 056A2-01-00-0250(j' `. \ \ \ \ \ rn \ \ \ \ \ \ - - - ` _ _ \ o \ I I I // / / / / x _ - , - - • / \ CPOZET NEW TOWN \ `� \ ` - - \ - - \ ' - - - - - - - - _ _ _ - 6874 1687 7' - R C L I N T W. i 711.4� J o \ \ rn I I c°'o l / I / l ' 6875 ' - - - x _ _ • l / \ ^�ASSOCIATESLLC \x �\ ? `\ �\ \ \ <0 1 rn 1 / I / ---- --- Gd�S FFLET >• \ / D.LA 4565, PG. 223, 223 (PLAT) `� \ \ \ I co l 1 ` I - t - 6 f ? - - - - - - - - / Lit. N . 54380 4 • �.1 \ \ ` \ \\ \ 1 I I 1 v TREES / / 6$ - I t - - - - - - • / \ I D.B.De163, PG. 103, 104 (PLAT)\ \ \ \ - \ J I / 0� / �6 - - ' - _ - - ' - - , - EX. 12"RWSA W/L / V' • \�_ / - - \ \ \ 1 1 / 0 0 I _,--_- -- - - �0 8/17/22 ��• 1 \ / 1.780 AC. x� � 1 I ) \ I I I I I / ,6 0 i _ k 713.E � / �r ♦ �� (PARC�[i �R3) = 710.4 RO \ - I / \ \ \ J I I I I I a / / \ I -686' —1 ,� rn ti / / RESIDENCE T - -f - - - - - - - - I I / TMP 05 ��00010AAL ��.•• \ 1 - _ \_ \ \ I o / (/i / I 1 \ x ' /1 \�` ^ ` 1 L _ \ - - J / 11 I I w \ I \ 1 / , / (ABANDONED I I �- l - - - I - N/ ��IN1111111 � 712.3 \I � \ I I I rn I 1 / r S, / ST ' 715.5 / l I I\ / \ \ \ -~ - I / I - _I I 1 \ ' \ / 1 1 65 - -L685 -J i- / �8 TM 056A2-04-00-04800 V11 \ \ I \ 1 \ - - - \ \ - c rn \ \ 0 \ / I RUINS \ Q I I / D.B. x \ - �� - I - / M I n 1 \ I I / / _ _ i - / - - �- \ �` \\ \ - I of / ` \ m 1 __-- ------- ____��i / I - 4 - N/F ARAL. BEUSCHER D.B. 2 ^� E -- F------ 714.5 \ 710.5 \ / _ \ \ / I --7-- ---- 6 \ -68 3 0 0 _ I \ 1 - )` 1 \ I I - I - �_ ` \ \ \ Q �� - `-- �- J // / B. 4220, PG. I N u \I GRAVELROAp 685.1 4 -___-- - S --_ iv J %� \ \ \ I 1 I \ - - / l I l' 11 I I I l fi-� I % 1 1-' I 1-------i-------*-------___ - - - - - _ _ _ _------- _ - - ' \ 6.8. 29 PG. 621, 693 PLA �- 710.1 / \ r /� l l r I \ \ I ------------------ _ ------ LOT48 ( ) o / x / I / 1 J I7--_ _ _ / I E \\/11.6�- \ - - - -- / \\ / / \ / ----- :- /( - / I ------------------- -- - l \ I 1 't 7 r I � w E / I \1--1----"\' 1 \ ' / / /- m TREES r \ / \y I 1 / \ \ \ 1 \\ 1 I/ ---'' -_\ ---- --- -___ I \I II \\yC��-,��3'/ // QLL3 / \ of I / 0 696.5 \ \ \ \ � I / o - - - - -- ---� V / --/ \ / ' �'11 I / / Z r \ \ 1 \ \ ` \ 1 l I TREES •I/ 1 •\ /I K / w0 moil.rv-i j`10.5 x \ / \ \\ 1 I I / I / 1 \ \ I \ \ ` \ \ \ I I _ _ -- \ ) \ r L-- �_j V 00 z x 709.4 \ \ \ \ \ / ----' — —— — —— \ \ w.. ONCRE7�F-SLA / , _ -� 710.8 \ �� / - \ \ \ _ \\ \ I i / / / / \ \ Q 1 I / - - - - - ` \ o (A o N O / \ — \ \ \ / / / \ \ \ I / / / \ / / \ J a 5: ry a fl 1 0 \\ I / \ I \ ` 1 I ` / \ HILL TOPS c7 W v .. JIFF. Bo Ij111 1 / I / 1 \ J 11 I I \ I II \ 6b / / - - _ \ f� J/ CG 40 �00V)x 68(t D.B. 2830_PG. 4a a LL Lu to _ _ L_ �= N z ~ / I - - - - -_ 96. / \ 1 \ \ ( \ \ I--- --�----------- / L-- "v v o _ 2 x\\ / �/ I I I \ \ \ 1 \ \ / f - - '— —' ¢ W 708.5 / / ' x / / l \ \ \ \ \ / - - - WALK m .. z I / I I/ / 7 Q\ 11 I I / / / / I/ I ` \ 1 \\ \ _ _ - _ z--x-:-.-.-.--L� .-.- .1x�v-�.� x- F Y ry w :70& 00 - - - -- - - - - i 'i � . / , / fp 61g- O _ / \_ JI ' IF --690-\ _ \ \ \ \ \ \ \ \\ ,/ / \ j // TMP056A2-04-00-00 \ / 1 / / _ - - _- - - - _ _ _ \ / / \ l N/F PARKSIDE VIL - - GRAVEL / - - ' r / r / , - ' - - - - - \ \ \ \ I \ _ _ ARCFL�W" y� k = twn y� \ \ �r \ \ I ( - - v� OWNERS AS (D \ AREA i \I ---Z� 105 \ //MENT/ / / / / - - - i / / / 3/„15�` / - = - - - - - - \I - \ \ �690 1 \ 1\ o� \ \ \ \ 1 1 I / 0' RIPR VEDGRF�/TURE -677 _3 IMP 056A2-04-00-02300 D.B. 320 PG. 626 w I \ \ - \ E ENSYO OF ILL TOP STRE!'T�Q N/F S SAN D. ALMARODE O �_ \ / l /� - -708- - - - - - - - -_- _ / / ' / / / / 1 BV4 PPG. 423, 425 (PLAT) / / r -700 699 ' '' =>.87� / - , x x \ , - \ \ \ \ \I \ \ \ \ 1 `DENSE TREES D B. 2848, PG. 438 D.B. 293 , PG. 621, I I \ \ \ BE DE lC E OR PUBLIC USE � / D.B. 283 PG. 78, - - \ _ \ 692.4 691.7 \ 1 - - - - - - - , / UP b MAID TEE COUNTY s> /D. B. 2830, PG. 78, 83 PLAT rj x I 1O \ _ ( ) PARCEL ,. w N _ J / / \ \ / 6 6\ \ \ 1 I B. 932, P 6 1, 693 (PLA - LOT23A o `---' --' �j \ rn 690.3 \ \ \ II \ 1 F 707. / - � / / Co / 1 / ' / I / / I �- \ \ I I 1 (P R6 L 07) \ � w 106 691.2 IF �/ //l,/ /I J 1 693( i /,69 691 / \`� \ \ \ \ 1 �a m EXISI(NG 1 r \ - - `s' R - - �� 0_ DATE _\ _\ . O / ' / / , — — —>-- I Q / / x / \ \ \ \ \ W\ ETLA DS I A I R— / _ / - 689.6 / �\ \ t�3USHE�S \ _GRAVEL AREA 1 91 , ' - I / / 690.E l \ I / - / x \\\\\ \ \ \- \ \ I / J 1 s , 0 9/10/2020 \ / / / ' / 0 / / / ' 688.5 \ 1 \ s T P 056A2-04-00-0220 } / 0 / \ - \ \ N/FWILLIA40/10 ND DRAWN BY / .69 / / I / `� \ / \ \ \ \ CA \ \ \ l \ - - AL YSON R. GORMAN 'fMP 056Ai-01-00-071BO' / / , / I \ \ \ \ \ I �' m / ' -102' / / i �� \ / �\ - \ \ I \ - - D.B�717, PG. 537 C. GAYNER / CROZETNaVTOWNASSOCIATES, LLC / \ / \ \ / / \ \ 1 \ 1 fiREES ) 704.E a =-_ / D.B. 4568, F'G. 724 x—r---------------- ) _ \ I - \ 1 D.B. 2830, PG. 78, 83 ' x /' / / / / I \\ / — `— -690 1 I I �� r `` \ I \ \ ( / \\ — — (PLAT) / / / DESIGNED BY D.B. 4236, PG. 317 / / 692.5/ I \ \ / / I------ / I - - \ I a755 \ / LOT;22 • C.SHIFFLETT D.B. 1925, PG. 372, 373� PLAT / / / 686.5 �t -- �/----------- \\ x \ - - / / 1 J / / / / I / // �` \ \ \ CHECKED BY �.-_10 / D�144QPG.5B7"568(PLAT) / / / I /7/ / � / / /. / - 695 - - ` \ \ \ I I I / /�� \ • 100 / (PA)RCEL 002) / / / / \ / / / - - _ - \ \ I < / \ `\\ \ \ ' / - - \ \ \ \ PLAY ROUND �L / a ' SHEDS \ --14.743AO. / / / / / /� ��-- --, \ \ \IIIJI I I \\\\ \\\ ��\/ \ �' - - / Oro �� \ _ _699 , - ' . 0 \ // / 6 .69 \ \ \\ \ \ - - —R / / i EA- _ C. KOTARSKI ' T / 9a / / GRAVEL AREA / 7 / / . 1 \ \ \ \ \ I x \\ \\ <r/ / � - L - - - � -fig � \ / / � 685.4 � ) \ \ \ 6\/f.3 Z\ � • � 692.E �i'/ //�/�/ / x 1 \ \\\\ \\ / / / \\\ \\\ / / L� ♦ / �� / SCALE 1 J / , 693' / �' / r ' / / x 697.41 \ \ \ \ \ \ \ / / I \ \ \ \ . I \ I / 69 / , _ - , 697.9 1 \ \ \ l I \ \\\ 1 / TMP05�,,42-04-00-02100 f 684.5 N/F EMMETT DARIN AN _ J MICHELLE SUE SIMPS N _691 - - ' - / I / \ )///III P `\\\ I P ,696 / / _ / ' / 1 I 685.9 I / x \\ \\ \�\ I \ D.B.2761, PG.295i - - - ' 1 .B�83D`PG. 78 83'PLAT \� \_ -- 1 683.7 \\�\ \ \ ( ) 696.9 / �`------- -------- , ' ' `, 1 _ _ - \ _ - - - - - - - - _ \ / 1\1 I 1 I 1 // I / \`; \I LOT21 ' / - -c - / \ \ \ - 695 I 1 1 \ \ I / i 691. / \ \ \ — — — _ _ _ _ _ — — — — — — — \ J\\I I J I I I / I I \ 1 ; 1 r1 - -- - / / h\ /// __ g90.5 i x690.8 \ ��__�----___---'--- // JI)111 / �856 / 0b \\ �;� E 5� TES �- PARKS/ 95` -- / \\ --,' .' ,/ �� - ------------------// co \\\\; 11 I / ---- DE/V/LLAGEPL 6 • _ / / / b I \\\ PH95E _ /� / \ - - - - ' _ 90 _ _ _ j / / / / / I ' \ \ 11 I / rlD.B. 2839 PG 83 6,i2.8 / _ / l 78 2 1 , _ _ �6g0/ r // x / / ' - - - - ' / / / IMP 056A2-01- -071BO 684.6 I 683.4 / I /// l I I / Z (PLAT / r _ _ x 689.7 / / / / / \ / / - _ _ ' / /CROZET NEW TTOWWY ASSOCIATES, LLC / / 682.�-/ /// / / 1 RY LouTMP 56C. AND 0 0CL pD. / - - - - - - - 91.2 - D.B.Lu 8, PG. 724 I rr / // i I AR'40LE \ , I \ / D 4235, PG. 317 / l / / 11� I / i \ 8. 27R PG. 642 1-1 / /91.6 I 8.1 / / / Q' / = x / \ - / 689.4 / 1 / r D. j 1 25, PG. 372, 373 (PLAT)/ 1 r d, / // I / z \ - _ - - - - - - - - / - I s / D.B. 1440, PG. 567, 568 PLA P / _ 1 / / //, / / I D. B. 2 PG. 78, 83 PLA / r \ 690.1 / 9\ x / / r\--- - - - - -- / �' / /6 / / ( /) / / // /// l / LOT / / - (PARCEL 002) / r ' / l l / / Lu P89.6 x x ' l / / / x 694..943AC. 689.1 // 83.8/' -`--- - - - - -_ / I -- - _ _ - -_ / I 689.E , l 687.E // // / / ///i i"// // / // / \\ l�c - ----r—�— — /0 x / / / /%ii i / G / / / /� / / 20' RIGHT OF WAY EASEMENT '---- ' / / /---------- -- --\ \ 688.3 / / // //�/�' / / D.B. 613, PG 156, 158(PS4f _ _ - - - - x / / // /� /� _ DEAISE REE9 / / RIVANNA WATER AND SEWER AUTHORITY r U) �� - - - - - '/ ------ l // // 684.E /�//'�////�' /61� 6- �68` - - ------ - / x / li83.8 /// / i/ / Q O 1 / lic.� _ - , - - - = � " _ x 688.5 / l / / �� / / / , SHED/AND FENCE / / _ \ cep _ _ _ - _ / / EN 0 _ - - - / / � � '� // / I / FMIs 056A2-04-00-0190 ,� � ETREE\�S -- ---' - G `��.`� �� - ------ /-_ // // / //--=��_,,� j/ // / / ,-S EC)ENC. / N/FROGERS.A A / 80- /' / C.MITC i--I / D.B.2931, G.10 ----- \�-_ _ '/ \ -- - - -- \:\`\�\------- i�� / // / ' ED 6669.q I r HJ - D.B.2830,PG. Z — — — — — — — — — — — — — —i'G — ' — — — = ' /I/ � R /66 :::APPROXIMATE ., .. - - p U / ------------ �'� / % -_ _;; �- �- 675— --- �/ /' / / / l COY LOCATION OF --- U -----' RWSABLbW-OFF '^ w Z _ / 66 u I / _-__ --/ '//---'---_' �// / ----v --- / _STREAM�UFFER - - - // x IF A$�EMBLY - / ------ - - - - -- -- /�' - _.� 667.7 667.9 it rn 664.9 W w �_ / ---- TREES -,' i--\--_-', / II ` / x / / °5 x °� --- m / --- / /'TREES �'. ,--_-- \ 6725.\- -.-.T /'�� / 669.5 Y/ 668.7 / �/ l O� /'ARKS/D V/LL / // Q X / DENSE TREES - ' / , - 1 - / c / l Af E '00 w I G13.31 r - / / \ \ / / x D. P HA S E I / ` I /-� - - - -- / 6 .4 B. 1974, P h / LEGEND '-- / ------ // \\ �. 456, ¢0`°7 P \ / x 670.5 x 669.E \ 6672 \ ` - - / 665.8 RET RETAINING WALL CC =CONCRETE CURB - ` - - - - - / , _ _ - ' ' / / / / / / I - / / \ \ xfi711 \ x 669.6 o I / % / x x / / I r / // / 671.4 I ' 6�68.7 / \ 1 67 7 / / I �- _-- / I EP = EDGE OF PAVEMENT SS =UTILITY POLE 76.$ I \ - ` / I TREES \ / - - - , ' I - - - / - - / / CC CONCRETE CURB SS = SANITARY SEWER / �_ _ , , - - r - - _ _ _ - - / ' l / ' , _ _ - / - - _ _ J .O o lRF =IRON ROD FOUND - - -671,4 / CIS = CONCRETE SLAB / / \ _ _ \ / / l _ x 73 _ _ _ _= _ - - - - _ \ \ ` \ - I I Z �V82'1959"1062 �.\ ----' �ENSETEES --_-- \\ �\� = LIGHT POST IRS IRON ROD SET r W 1062.67' - -•--•- =FENCE NS NAIL SET /- \'\-_- - - - - - - - -�,� \ \ \� \ - -- \ \ _ / - ' r GULL / : - -_ - - - - - - \\ \ DENSE THE - - \I lPF IRON PIPE FOUND 674.E - �\``II \ I x / - - - 667.8 ^ `� SCALE 1"=30' Z = TELEPHONE PEDESTAL �� x ��- 1 - - - _-N ` \ \ J 667. /� ' - _ - - - - - 674.7 �U 1 - - - ``\ ` v \ 1 QE CORMER� - - \ _ / - \ \ \ \ N/F = NOW OR FORMERLY 1 - x�7 6 - r �`` - \ 1 F\ N 1 - - APPROXIMATE 0 s 30' 0' E2 = TELEVISION PEDESTAL-TMP7J56 �?-02 OA- 1000 1 1 - _ LNC. _ _ - _ , - - _ - \ sq W \ 1 / \ \` - - / TkL. - - - - - LOCATION OF 12" \ \ COS =CLEAN OUT OO MANHOLE N/F WILLIAM A. JR., AND -� �M I Il - IMP 056A2-?I2 0A Q110(� \ \ \Y[�! _ / I �67p DENSE TREES - - - - - - ^ \ - - - - - ' - \ R SA WATERLINE \ TERESA K BLACK O �U(,' I I - - N/F WILLIAM A. JR., ANO - => G g- -. - ; - - \ - - - - _ _ _ 3 AMP 05�6A2-04-00-000A3 E =ELECTRIC BOX - \ i _ ® =WATER METER Z W 4 1 I - - TERESA K. BLACK _ P O36A3 OP-OzC 07Z01T - _x _ _ \ - - - - - - - - - - - \ \ - - - \ D.B. 1108, PG. 421 I (� .\ - /p LT AIl2A JR AND - - - ' - \ NXF PARKSl9 `VILLAGE MB = MARL BOXES !� Q" I I SHE S ENC. \ — 0 s — D.B. 296, PG. 379 PLAT Qcp I Q D.B. 1108, PG. 421 - pp� I - -kOd IEVJTNERSASSOCIA-T p = WATER VALVE ( ) Q I I _ TREES - - Z"� I I I D.B. 296, PG. 379 (PLAT) TE C B A C - - - INC. =FIRE HYDRANT LOT 10, BLOCKA Qm I WB. = WILL BOOK I LOT 11, BLOCKA D.B. 1108, P_G. 42 _ _ _ _ _ - II TMP 13 SHED — = SIGN BLUERIDGEMOTOR =�� I 1 + - _ _ - - / _ _ _ \ D� 3205_PG. 626 ----/ O Q I BLUE RIDGE MOTOR I D.B. 320, PG. 543 (PLAT) N/FXIU MEI XUP AN ' I- - - - - !� ' ENC. =ENCROACHMENT COMPANY SUBDIVISION 1 _ _ / D.B. 1974, PG. 456, 487-(Pb EMH =ELECTRIC MANHOLE 1 COMPANY SUBDIVISION LOT 12, BLOCKA - - - _ _ ZHENG - - - _ - - - - - - - _ _ _ _ ` - -670- _ (�QMIpjON-0PENSP_ACE) o G o � JOB NO. UGE = UNDERGROUND ELECTRIC C 1 I BLUE RIDGE MOTOR D.B. 4205;�G. 665 - - - - - -. - \ _ - WMH =WATER MANHOLE () 1 - L - - R% ^/q - _ _-�_- 5.694 AC. OHU = OVERHEAD UTILITIES I I COMPANY SUBDIVISION D.B. LOT PG. 556 (PLAT) - - _ P0, - - _ a 38593 SSMH =SANITARY SEWER MANHOLE 1 I 1 I LOT 13, BLOCKA OFWq CD = TREE LINE 63OX = SPOT SHOT j I I BLUE RIDGE MOTOR TMP 056A2-02-OA-0140 8fz? RG-6ZI (PLAET T / / l ` _ — — — — �FT_ SHEET NO. CDI = CURB DROP INLET CCG = CONCRETE CURB AND GUTTER I I COMPANY SUBDIVISION N/F PATTIE L. BABER ' - / _ _ = KEY PLAN 2C(2) L EILOCK v\iQs'�Q \ EORGETQWp/ `S/2D(ZM WEST / e Q' \ C OZE TEVENSY / \ HARDWARE X ^� O o COMPANY \ �rh r° \ REAL TORSI STORY #5783 �'\�Or\Q OQ's ooeP \ h Q, #5785 AREAA TO TMP BLQCK PROPANE 56A2 123 PLAT GRA ING / /->, \ \\ / S'\ \ UNREC�((22DED -� LE W. SAND GE, / V C A \' % / ' \ O ti(� (/7^2gT� \ K J I V V >>N/ , r A F \ \ 50 hr0 O !� y0 Pop B. 161 P. 712 D.B. 766 Q' /\-9y� F p2jC�TNT r.. �%' \ \ \ \ \\ `_y�•�� } y \ \ ` �_ \ h J � A 63THE SQUARE 0.06 C O / / \ O � 27 -Q I \ .� .. .. ..... r �r � � \ \ \ - � --y \1 0� e Z o° O / qQO / *`�O #EES \ \.\A SF ^ - \ _ 2J \ 'X.... ..... R TV'.'.'.'.'.'.'.'.'..'.'. '§ Qv TMP 56A2-01-23 FFE 2 LPSTig'1',Q p ao/ NT \ ... \. .... �..'.'.... �- SAW �s D °N/C vA. Q Q, \�o y PLAT �/ \ S q \�i \: \ 1 . V u..T............... .e. A \� _y A yr / A R 7 \ \ 7L �.;' .. .. 1� 3a7j'ONS- \ - `7-"` \ M D DICAT/NG 3ACe / `\ / S # ,per qy \� �%A�, �; \ ; \ , q,..'.J.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...ASPHALT - 'q �T Pea-* 25 \\ y� \00 F dJ \ \ \ \ T / D 778, PG. 6 ASPHAL TMl' \ 17 400 .B. 163,�0 82(PLAY� 2 \ \ N/F COUNTY27� AR 72, PC3. R1\ \ VIRGIN/ \\ < \'\ \ D.B. 4185, PG. 27 \ By4185, PG. 287 (PLA - \ ` FENCE\ \ \FNC.0.6' FEIVCE El C. 0.4' / \ 4gOc \ \ 1 ^b 4EA SHE \ `' �® / l0 RY TORTj7% Oy 6:C% ' 'RI'.. ...................................: y� \ O .O WOOD '� s / \ / h yB<p/ l \9p \ .'....'..'. ....:�.'� ...... a........i.* \ \ - y `,;7 -/ \` z DECK / \ / A PTV / /\ ry^'h�O �Q, C / �� \ %' I'/. .\'.'. ......'�'.,...... '.'.c'. "` \ \, P ...... .............. V II- REMOVE CONCRETE °�F / �0 , OJQOo / GRAVEL \ \ \ �'......... ;..;..;. .;..;..;..;..' �\ \ 3 _ 12 \ \ \ -- W Wae 4, \� 'v�Q/�45�h�yahbh / \'� •�•\• .<.'. \ \ \ t\ \ \ \ SCALE 1 30' / N P o p. r \ >zo oRFOS'ssOePG T�J OS6A2-01-OQ071D0 1 L2 REMiV�. �'�aF c°jz�cRFyFas oP' �. ^� 0. 00 /N/\F CHARLOTTE\B. I /Q? \ ......... SPARSE•P�4VEMENT.'. .'. .'. .'. �� \ \ ti\ \ \ \ 0 30' 60' fll /DAMMAN AND SARA g �� r\ �U, y......................... ...........I \ \ - w \ \ \ \ -n oj�s / '?Q�^p:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.1.;.;.;.;.;.;.;.;...;.;.... \ \ \ \ _ _ \ m hh �r,A0. / LE�FRIZZELL IQeQ ON / / e...\...................I............ Q'/\Q QQ �, D.B. 833 pG. 3 ho 0 \ e p' \'.'.'.'.'.'.'.'.'.'.'.�.' \ \ ` D.B. 324, PG. 90, 92 / / \............. \ \ \ \ , \ 4 eQ\ J \ / �... _ I y Z LP \ \ N\ \ / (PLAT) \ Q ^h, 0 Q ? Y \SS4� / \ �.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. �\'.'.'.'.'.'.'.'.'.'.'.'.�.'.'.'.'.'.'... \ \ L \ \ \ \ \ � \ C� Wit\ LOTS \ 1a� wee \ �� 1 \\ \\ m ................................ GRATE 711.64 /N 6" r\ O.'.'.....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...... y/ PVC 70A 79 (ROOF EASENT `` // / y \ DRA/N) 6UT 15" RCP \-! D.B. 3868 P. POST /\\ \ Pi\ ( 1 / / \ [`QO / \ /\............................................. 705.43 \ tp \.. I \ \ \ �% \ CHARLOTTE B. DAMMANN \ / �. \ r Q^�6 r \ %........ ......................... I� / AND SARA LEE BARNES \ #5763 1 / \ \ \ \\ ITI �� D.B. 4355 P. 10 D.A. 4355 P. ATORY 5763 \ 8';p kr 0' /' \ \' \ \ \ \ / \ / \ �' /i Q 0' \ \ REM VE a 1.............. / \ THE SQUARE ® C O p ^ .......... 7 13PLATD.B.324P.�2PLAT \ / FRAME 36 \ OFFICE;.;.:.L;.•.'.•.'.•.'.•.'.•.'.•.'. Q D.B. 833 P. 3 D.B. 3868 P. 414 / �8 ABANDONED'.'....'.'.' 1(EPCOD.8.4049P. 1380.27 \ TM�05 01-00-071A \ \ g 6 WMK TMP ACRES TMP# 56A2-0I-XID / /F RLOTTE B. ........ ...............�. / RATE 69996 O.96O /N 715" \\ \ D.6.�3 4, PG. 90✓'J2 / \ lj\� () (//� 1 ,� \/ ` \ \ I ...'.`�.'.'.'.'.'.'.'.'.'.' .'.'.'.'.' \ / UT 1 4" l ETT 6' 4c J 71 \7-MP 699.67 15' 1 DsF/` TOR> V''V .'. ..,...,•.30'i<EP.GO:E,4SEMElVT.'."_... �O/ \ \ (Cr Q C/M , .. .. ....... .. CJY ( CRO�TNIN / / ....... ........ .......... ...(pgGEL'.... + ¢' ^O ati /Q • �� .'.'..^G,.'........' ........ :.�..".' �'.'.'.'.'.'.' l / O Q doh /9QFgS .2d'7TT��25\B �\ \ REMOVH ... I _ /........\................................. / / I "�/�. O'L/��. ?2? F'�FS / �� e \ I I / \l GRAVE¢/ \ \ / 0Q i I \'.'..,'�i/'.'.'.'.'.'.'.'..............\..............'.:.:.:..................................... /l I Q1' ^) �IQ' / 1 , 9 7y Nl �\ �0..................'. 1 L .. ...p��. ... ✓.. .'. / ■ \ 1 \ \................'.' / / {.'.�....'.'.'.'.'.'.'.'.'.'.'.'............. . .......... / 1 O O I PI,WNrONT REAL TY HOLDINGS///, LLC- \ / ...... iCf.H/4355 P. 13 PLATD.B. 4687P. 66 D.8. 4046 P. 496.......................'........'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.... PLAID.B.3686 P. 575586PLATD.B.4696P.640 / / \ \ \ / / \ , / I.......:.:.:.:.:.:.:.:.:/.......................'.'.'.'.'.'.'. .'..... , i /%-ll7' C6UNTYOFALB. D.B.4426P.590CABLED.B.9302 / �� l ��' 1 (20'WAT2Fq ASE ENT l \ / \ .... .'.'.'/ \ / / /......... �.:.. ......'.'REMOVE.'.'.'.'.'.'.'.'. .'.'.':'.'.'.'./'.'.'.'.... / ) / A 185VEPCOD.B.4233P.206CABLED.B.0222 P. ' \ \ J l l\ '•'••'•'• •'•'•'•'•'•'.'.'.'. .'•'•'• •" B I y C 4186, PG. 29, 63 PLAT \ / SPARSE .AVEMENT.'. 1 9VEPC0 O.B. 4186 P. 629 EASEMENTSD 4066 P. '9 5 1 "'C j� i \/ m / • � •� � • � • � � � � � � � � � �'�� / / I / F n• .. ( ii i.... .. .. .. .. .. ............... YYY \ I SO VEPCO D.B. 3877 P. 244 TELEPHON&D.8. 3855P .e F � .'.'.%'.'.'. /.../.','.',.,.,.','.','.','.','.... 487 VEPC00.45ACRE5 G7S TM 56A2-01-70 4 F \ /.......,.. '.'.'.'.'.'.'.'.' i''.'.'.'l��.'.'. / I N..........••••••' / i REMOVE \/ /;, .. I I I 1 l RUINS \ . ......y'.l / .'." .......... �i �.'.'.'.'.'.'...,. ............ l.... /... G I TMP056A2-01-Od-07000 p `� \ � •.'./..'.'.'.'.'.'1 /rr �.... � � I I N/FELEFTERIi7SK. � - - 715 \ l �I'�L \`` .y......,.,./ /?•'•'''''"'''l 1;..'.'.'.'.'.'.'� ?'.'.'.' G (Q �! � �( \ \ \� / ......'.;.,.. ...... :I /G = /%'....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..........'.'.'.'.'.i G VASSALOS ASPHALTREM\ \>� ... }...'.'.'.;.... I/ / /,.;.;...'.'.".'.'.' P� ......' l'.'.'.'.'..... �O a/.: _ `'. .... WAREHOUSE / / `� .'..' p 9 \e''' '' '' VE D.B. 4355, G. 16 PARKING / /rl \ � �' �'i' �"�"�' / n � / REMOVE/F3€COCAT€ 1 / G '. I .� D.B. 4355, PIG. 1Q 13 I CCESS ASE / I { \ \ \ l` \ / / . / e Q /. . . . . . . . . \ ! I \ \ \ \ i.'.'.'.'.'.'.'.'.'.'.'.' J REMOVE m 1 \ _ T \ I � PL \ I � ( �) \ \ �-- . 4186, P .629, 6 / / 1 \ \ - _ , "..-.d...............1 / ..'..'/ FFl 11�"�'�'�'�'�� BLOCKBUILDING�.... Q � . I�-^�`e / \ \ / \ -REMOVE- - ... I rr........ i ..,.,.,.,/,,,,,,,,,,,,,,,,,,,, / ` �/ Y'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.�'.'.'.'.'.'.'. D.B. A1946� . 49? 9� \ /y r / I \ \\ l \ \ A DO d ¢' ) - / \ \ CONCRETE •' \ (�1'� J„�/•:• •:• • •' (ABANDONED) I / a i.'.'.' \ I (PL/1) \ \ \1` /I� / / // �1 / \ i \ ` SLABS J / / // 7 .,�............... .. t ...Ly ... .'�'�� ... _ _� O.'.'.'.'.'.' /J Ill , ......:.:.:. .'. .'. .;.... ..... ...Y .'.� 1 \ \ �F<</ \ �\ \ \ - ............. 1 \ \ PIEDMONTPLACE� 4 / ,2 r (VQ / /\ SO \\ .''�,'.:: ...'..... ® 2..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. SHO _ .' .AR .PAVEMEN'T......... ....... .. \ \ /1 / / / /l \ /� l \ ST9T N�7Q \ \ .' 1 ` /.. .. ANDO D 1�''''' �\..'.'.'.'.'... ///%.....................�E. \ #2025 Dl / ti \� \( F \ F .'. .' ( ) ........ /:................ .............................. ... ..y1 1 ` ` \ \ 2025 L/BRARYAVENUP 4^Pvc F \ - I /r / % 6J�'T\� /4 Q / \ / 1 Opp RO�,T FT ��lr•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.' M l�E�i.� /.'.'.'.'.'.'.'.� I �..•�.'.'.'.'.'.'.'.'.'.'.l /// //'.'.'.'.. ..,i.'.•. ET•.'Wi9C[r`, ■ /G/ \ \ l // / l C� ti / \ / UB F\ >2j \ ...1...... ...T '>>i .�...... '� .. / / .l.'.'.'.'.'.'.'.'.'.' /.../. ! ...... \ \ v �' �i .' ................... \ \ \ /ASPHALT / / l '(I r0" , 1 r TAN IICR pJ _ �'/..........................':L'::':':.'::..... __ i C'.'.'.'- a \ ` - // l / �..:..:..:..:..:.-.' .� ::.1.::!/.'..'.... d \E�Y.ST. R/1N l / / _ 15�_CP ! / �/ / yf O. �oeiQ 0 / / OPFN h? VACATE Y \ - - ... .'.'.' .. / E rJ // / r........ ✓.../ .............. \ \ \ \ y/ Q ^ S/PARSEPAVEM NT p Ar \ F RIGHT-OF-WAY ,.. / / ' \ / _ " ` �720- / // _ '.-.'='.`.'.'.'. A..!!.'.'.'.'.'.'.'.'.'.'.'.'.'.'. SAWCUT CONCRETE//CD / CD7 / j Q Q Qj!`v h / / \ / _ _ /1 / \ ' ; /// , ' �'• //^v bry /V�00' �rQV /�1 / / / 1\ / \ \ - 4E)'.,.. Il i \ i �.1� \ \\ \ - _ i / j /,� / ..� �................L'.'.'.'.'!'!.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. /` e / / / // \ / ;.;.R€{AOVE.'.I u.'?�C I \ _ !\ _ _ _ �i / - ��..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'....;..;.'.'!.'C.'.'.'.'.'.'.'.'.'.'.'.'.'.'....' RE �� 1 / - S"1'''��i / PIPE __'��--� / - r _ / / /../................... / y 0 / l ,.../............ ••,•.•,SPARS,E;RAVC-A;fENT lrQ:•.'.'.'.' / i ; �, ........... M� / Q' �P1 Q/�p� / / / / / �.'..'.'. - - BUILDING nl v ABOVE _ - - ' ^ l - - - - ~ %:.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'1 GIB I ? G 1- �2i / e GJ l / l GRAVEL l/ l �I C .... Q GROUND _ / �.................. .�...... /................... I RR9RYgV, I /% 7 % � -� /� / / C 1 V (y �0 Pp' / , ' :.:.:. .:.:.:.:.:.:.:.:.:.:.:.. /..'� / ':':': ABANDQNED)� / _ „� � � _ _ .....................'.'/..'.'.'.'.............; ;1 QB II N[/F 5' �-bV- / 1 TL� Q Q Q v / l l I --.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'....... w / 11 NT3o /�i I / \ r s��' :'.:.' L. `.'�' '._'.;�;.'...I pIB 131 212 �G R/FS I 111' i �Sbkj� /\ (� _ - - - ' / PARSE PAVEMENT , l l .' i �r'�r _ p l ULT !4 l l I "/......... :....,. _ .. �� .�............... II I 3 pC''1237>3�p�+- _ Q //--- 3 3 { I`i/ I / / �p,"�h e '.'.' .'.'.'.'.'..... / / S�ARSE PAVEIV/ENT I I................ //,...,...,..., , j . ,�. .,,,.,,,,/ C , l� �l/.4L1� W 22q / / _ ...... tJ /tc T I \ .'.'.'.'.'.'.'.'.� �........... ..i CRvzET - q / l l / l l Sol, o ro a4(rE I EMOVE\ ), �. M ��.::.__'.'// / / / I. I O,l, I� 240J1 I Q)•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.7\�` l'........ / / / /........�'.'......'." i� 4p• Tj� I'.'.'.'.'.'.'.'.'..:...'.....' .'.'.'.'........... ......../ / ( 6' 11 7T SI EWALK �'......../..... I I I I ... / r / ......... / \ .............. 15„ , �............. REMOV CURB I 4 \. // / \... -- T C \ AND G TTER ..../ /..;..;..;... L':yei / l (.'.'.'.'.'.' .... / I i , / J / / 710- - l r�CDI $ I l RSEPAVEM NT /l I I:', / \ , / _ _ / _ GRAVEL AREA - - �� /ASPHALTi EXIST. R/W -L WAZ7� \ ..... / �. ..........� / / `/ - REMOVEIRELOCATE �.'.'.'.'.'.'. /.............../ / I . (4v. . y •J " /� / . ' / SPHALT \\ \ /J /'�(� /.'.. \ / // I \ \ \ TY / / / OVER ROWER- .......... / I /, / _ � � l _ / � .............. �� tp .' pp !..'.'.'.'.'.' � / SAWCUT � � - I / `............... l'''''''''''''' l / l �.. :Q F........r..'...,\J / I J / - 6 / / , _ 708 J- //.. ....7,,,,,,,... \ 6 /ASPHALT \ , ✓ / / / x / �__ \\ REMOVE / :�i.;. '.' .'.'.......................... �Q / \ , / / g r I o/ / 0 707 1 , / �.ti.... I/ / J....l........................ 1 /- T 1 I \ \ XE ( 1 DENSE TREES �� / / \ - _ , / ,' \ / 1 - / .... ...... .'.;........./.....'.'.'/.'.'..'..'..'.'..'..'.'.'.'1 \ 1 / SPARSE AA EMENT \ J / I/ 11 \ t 1 ,� \ \ -� �.':J I I " .'.'.'. ../........ 1 /�. \ J / / /"' '7p6 I// o \ '.,\ J� 4, vicaiE'.' ......... X /OF'.'.'.'.'.'.y // / -711 - \ 10 ,' / i - ' - L \ \ \ \ \ / 1-� - - ' - l 1 I \ \ /TMP056A2-01-00- 1500 `\ - - --2''�2' \ l'.. F ICvHT. F,WAY'.'.'. / N/F CHARLES R. <NITT X I I I I JR. AND HERBSqT A. \ � ........... 1 / l / \� � I / � _ _ \ tV \ 1 I G� � PICKFORD, TRUSTEES I \ l l l ��ir SHED FOR REMOa/r. DENSE/ TREES 03 TABOR PRESBYTERIAN l / ( / — I I I TMP 056A2-01-00-016 0 / \ / \ �/ \ \ I / 1 \ \ \ CHURCH / b /.'.'.'.'.'.'.'.' IRF THE SQUARE, LLC \ I I I I D.B. 1770, PG. 367 / I • • • • • TH Ol3'' / DB. 4708, PG. 37 \ , /.' ' ri 1 l I l l D.B. 145, PG. 231 \ �.;... ,• ...... \ _ 1 WAJC �RS I D.B. 3077, PG. 205 / �''.'/.''.'.......... I / l _ (PLAT) D.B. 3013, PG. 138 PLAT \ \ / /I / I / I (PARCEL 004) I (PLAT) _ J l l.'.;.;.;.W+� \D /ENSE TREE - _ _ - _ 1 10 - - =- ' _ _ _ - '� - - - 1 0.8890AC. _ / I REMOQVE \ / / \ / / _ _ - _ _ \ / I I - / -c - z� ��i r I I I (PARCEL 005) / / / /.'.'.'.'.'.'.:.I ASPFIALT�GG� I I I 1 I / I l.'.'.1�'.'.'.' �- / / /�, _ _ _ _ _ -__ _ =_ -- _ ✓i/ / ----_-____GBLOCKBUILDINO- 1 �� ) ABANDONED SAWCUT / '\ Iu _ ASP�HAL� I / I 1 / / . �y Q 700 O`GARAGE/ L _699 CEXIST O �I FASF \ \ Op Lb1 I TMP ¢56A2,02-0A-gO100 / / / / _ _ _ PG 5.3 W / l 1 I I T E SQUARE, LC / / / / / / / - - - - - 69 ` 0 63 \ I I / / / I Q I �+i // / / // I I QB.5345,PG.168 / // r ' / ,/ I 8 - - - -_l =69g_ \7� IQ Ao I QB. 35$2, PG.1557 / / / l / / / DENSE TR ES _ or=/ I ' / I I I I 1 D.B/275,PG. 310(PLAT) / /r / d ,' / _-- - - - ---_ LOT /l, BLOCKA- 1 BLUE hIDGE MOT�% R i J COMPAf Y SUBDIVISION/ I I pARCEL/ 0061 l l l 1 / / ' - - - -� _ \ ` It OLD O/ KEY PLAN / Q // / / W/ /�' / //' /, // /\ / L�_ ,--- '4064 �LTN 000�,�` ��,•4V CLINT W. yOw S FFLET >� Lit. n 54380 �4� 8/17/22 .* u U) o Z Q W U w � U O W a W ti UN w DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=30' uj z ui OCzz (Da /\z Z O J o w J ct�O 00 Lu LLJ w co (M Q 1� CL D JOB NO. 38593 SHEET NO. 2D(1) L \ °' TREES \ \ .(51 \ / \ gkAVELAREA / \\\ o \ ` \c'\ - - TREES ASPHALT \ 1 -' \ \ \ I / / \ l IMP056A2-01-00-0250(j'�\\ w\\� \\\\�\�\ ;7p1`--_\�pp\ y / \ CPOZET NEW TOWN 1 ,\N'k" ASSOCIATES LLC \\ � \ � � \ J O� \ \ - \ \ \ \ \ crno 1 I ocDi I / I , ' - - - - - - - - D.(d 4565, PG. 223, 223 (PLAT) \ �`� \ \ 1 \ / I 1 rn / I - \ - 87- /\ \ / .. . \ cp I I / 1 p.....I -- 6 \^ \ D.B. 163, PG. 103, 104 PLA \ ��".'.'.\, , ` \ \\ \ I I I 1 v TREES / / 66 - _ - - / 1.780 AC. �/ 06REMOVE I'.:''..''.:''..''.'I _ 686�- -- -_ =- +(PARCEL003) _in, j - - - \ 111' L \ I I I \ I I / (ABANDONED .'\ 0_ ... REMOVE .'...... .... RUINS tI \� LEGEND ® REMOVE CONCRETE Lj REMOVE ASPHALT/GRAVEL ❑ REMOVE BUILDING SAW CUT \ I ...� - - \\`I'.'..... of / ? \ \ 1 - ><---------- 4 - - N/FTARAL. BEUSCHER ---- _ 8 \ 6 \ \ I ASPHALT / ---- J D.B. 4220 PG. 1 - RAVEL' R0;9 - �... / ... . 1 ......... . ......... 1e., ��.........'.'.'.'.'.'.'.''.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' - - 1 ' 1 I i, .......... t ��'.�."I...................._._ _ ---- '..'.'.'.'.'.'.'... \ I / _ P \ / t N - 1 r - _ _ %� i 6.8.2932 PG. 621 693 PLAT . .. .. .. .................. .. .. .. .. .. .. .. .. .. .. ........... i ................. -r ....... ....... ---- .................................... .. .. .. .. .. .. .. .. -- ------- \....\r\...............................................// \\ / / // l I \ �o ` 1......-.-.rt.-.-.�....�.......!....... - - - - -- - ------ 4 I LOT48 _-- ------ y_--��................................./ \ _� I / - / I \ N ................. / ------------ ----- - ' �� - - - r........ 1 ... I •�'��... ... ... ... ... ........../ n� \ \ I 1 I 1 00`�_-1_s-F- 1 / TREES ,.rI / -............REMOVE ............... - _ - .. / / \ of _ _ - \ i................n�.......................... '\ _ �,,.'.'.'.... , 1 I / / / \ ` ` \ \ \ 1 \ 1 I _ _ REMOVE CRi0..VE�.' TREES I �. ,,..... C.................... ............. 1 / !..... /•.,.•I.:.:.:.:.:.:.:.'.'.'.:%'..'.'.'.'.'.'.'.'.'.'.'.'.J'.'.'.'.'.'..... -680- �..�. ...'.'I'.':'.':'.':'.':'.':'.':'.':'.':'.':'.':'.':'.':'.':'.'.'.':..'.'�. \ / - - - - _ - _ 1 � .'."...................... I l tt/.... 1' �-______--"-'__/=- __ \ I I ,�`.,�....'�. cn l SAWCUT' i i ..\ ,, _ / / / / / + \ \ \ \ \ \ \ 1 \�,,,Y y _ I / , - ASPHALT ' r l .. ..... / \' - - - - i y� 'i / / / / fp / / -I I / 1 \ \ 1 \ \ \ \ ` I \ \ \ 678_ 7" Ii' \ ------ - _ �'Q7 c7 // / / I \ \ 1 + \ \ { "' - - _GRAVEL / I ' r _ / / / ' / - - ' - - - _ _ _ _ _ - \\ \ \ \ I \ \ I I _ _ ARCF,L�W" p x m cl. �LG HILL TOP 40, R D. B. 2830, PG. L_ / WALK - 0 0' RlP R VED GRF TORE TMP 056A2-04-00-02300 AREA i 1 I Z 11g5 T, / / ` - 7j2� / _-_' % ` �� I \ \ \ \ orl \ 1\ \ \ _ \ I ' E ENSYO OF lLL TOP STREfT-TQ N/F S SAN D. ALMARODE EN / l / 15 I \ �90 I \ \ \ BE DE lC E OR PUBLIC USE -708- - - - - - - _ - I , / / , 1 E.P CO. EAS 425 (PLAT) /' -700 - >, _ �91.8T - \ \ \ \ ✓ ` `\ \ \ \ \ i / \DENSE TREES , / ' gV477, PG 423,1 - - / 699 - / / / _ / - - \ I \ \ _ - , D.B. 2848, PG. 438 \ I / 7p7 - - - - - - _ - = - I / / 1 \ 1 / / \ / I ) / , \ \ \ \ \ \ \ \I I ° UP b MAI �'D TEE COUNTY s>6 _ _ D.B. 283Q PG. 78, 83 (PLAT) / , \ \ I / / \ \ \ \ I 1 1 B. 932, P . 6 1, 693 (PLA LOT 23A TMP 056A2-04-00-0I N/F PARKSIDE VILL HOMEOWNERS ASI D.B. 3205, PG. 626 D.B. 2830, PG. 78, D.B. 2932, PG. 621 PARCEL"W' 07) \ /I 106 -`------_ 70�' �' �'� /,' - --- �r---->� / ,/ / I I Q I /.69 6g1' / / \\\ \ \\ \ \ 1 o w\ EXISI(NG t - _ _\ _\ O / ' / i / , - - - , / ->- _ / I Q I / , / \ \ \ \ \ \ + WETLANDS- ' J \ _GRAVEL AREA / /10 / ' ' ' 691 / / \ I / / /' / / l \ ` \ \ \ �\USHI}S 1 I / - - TMP 056A2-04-00-02200 - - - - - - - - / ' / / / ' ' ' ' bgb / ' / / I / / �� ' / \ 1 \_ \ 1 �' _ _ N/F WILLIAM J. AND 6 \ \ l \ AL YSON R. GORMAN PMP OS6Ai-01-00-071 BO / / / / / I \ \ \ \ I `l' \ rn / CROZET NEW'TOWN ASSOCIATES, LLC - ' � / / / / / / / - - _ _ _ -I \ � � D.B. 4568, F'G. 724 � � T------------------� ) \ I � \ � - _ � � \ 1 \ / D.B. 2830, PG. 78, 83 D.B. 4236 PG. 317 ' ' _ - ' / ' / ' 1\ / _ - - - `_ _- 690 -_ _-_ \ l I l \ 1 \ \ / \\ - - - (PLAT) �-- - / / / I I �'�-_-__`- _-_---_ / _ ' \` / LOT22 U- --- --- \ / / D.B. PG.372,373��PLAT) /' / / ' I ' '--- -----_ \ \\\ =\ �\ \ I �� \ -101 ' / D 144Q PG. 5B7 568 PLAT_ ' / / / ' ' ' / / / , v / - 695 -- I / \ 7O0 . (PARCEL 002) / / / \ / -_- - - - \ \ 1 < - _ , � , , / � � _ - - - - \ I \\ \\\ \ \ I \ PLAY ROUND � _ SHED - ' 14.743A(s. / / gA �' / GRAVELAREA\\ ///�// 'g1' ---,\ \ \I \\ \\ I \\\\�\ <� 1 I -- " r� - -(L'- UV i i \ / / / / - \ I I l 1 I \\ / \ \\ \\\\ / -693' / _ - 69� � � / _ , � / / / I \ \ \ / I �\ \\\ I I / TMP 05�6,�2-04-00-02100 / - \ 1_1� / / \ \ \ \ \\ \ ! / / \ \\\\ N/F EMMETT DARIN AND / / 1 J / _ 692 MICHELLE SUE SIMPSON -697' 6 96 _ - - - - / / _ _ / / I I 1 / - - / //ri ,/ \ ♦\ \\� I D.B. 2761, PG. 295 _ _ - - , / - \ (I/ / I \\ 8�8371 PG. 78, 83 PLAT �'�\ 1/ _ \ \ \ ��--- - Ill1 III 1 LOT21 (PLAT) ^----------� _� - � , � , � / - � \ \ 695_-_ _ _ - _ _ _ _� I �691 __- -� _-'-AIIII // / I II ICI \I+1k C�EI�IS TREES \`\I\ / ---- PARKSIDE \__ -- � / / / 0� I \\II 11 / I / PHASE2 E - -690_ - _ / 0 11 , D.B. 2830, PG 78, / / / 83 (PLAT) -_ - - - - ' / TMP 056A2-01- -071B0 Z /CROZET NEW TOW ASSOCIATES, LLC / / ,' l /jl/ I / LUTMP 056A2-04-00-02000 TW / / I / l / 1�l/�RY C.AND MOLLYD. 1 / / / / I ARACLE D.B. 8, PG. 724 , _ _ / / I Q.B. 2790, PG. 642 - - I / 1 .� \ / / � / / � / / D� 4235, PG. 317 / l / �l 1 / \ D.8 1925, PG. 372, 373 PLAT / I / / ( ) /d; / //i I D8.20 PG. 78, 83 (PLAT) /D.B. 1440, PG. 567, 568(PLAP) l _ 1 / '/i/i l / LOT20 (PARCEL 002) 14.743AC. 20'RIGHT OF WAY EASEMENT / ' ' / - - _ \ S - -------- _ -_'/' /----------- _;�;`__ \ \ ,� �' �'� D.6.613,PG156,158(PLAT) T��e- / / % 9 �'�REES� / / / / / I RIVANNA WATER AND SEWER AUTHORITY i END/ANDFENCE S G. 0.9'\ IMP056A2-04-00-01900 / / , - / N/F ROGER S. AND LAURA A1SE TREE{�S - - - - ' _ / / SH ENC - // -680- _-__��-'- // ---/- - - -/- i'�' - C.MITCHELL68 i /�` r D62931,PG 1 / \ -- - -- \ / \ `/ / _ ' _ �:�\� �_- - -- -- /- ----_- _-_ / 1 / HEI D.B.2830,PG.78,83(PLAT)LOT 19 STREAMUFFER _ - - -. / /- ------ TREES - - -c-\ DENSE TREES \ \ . \ - _ , ' ' - / - / I'TREES /\� / l / PA R K E VILLAGE / - - - I r-/ \ \ ' / D.B. 1 PHASE 1 / ---- -- \ -- 56, 487 ' PLAT) TREES/ 1TMP,056A2-02-0A-00800- NIF PATTIE L. BABE_R D. . 1993, PG. 69 TMP 056A�f772 011-00900 \ / - _ - / - - - _ �� ` 4 P .3�. E AN r1'1959"W1062.67' �-----' �ENSETEES --� `7.B.275,PG. 10 PLAT) RACHELSHI \ \-----'�-__--- _-----'.\ -- \ - GULL LOT8, BLOCKAI D.B. 3539, PG. 25 \ ' \-_-_- - - - - -_ -�� \ `� \ \ \ \ - - \ / ' I / %_'_ _ _ DENSE �BLUERIDGEMOTOR ( - QI� I - _ _ ` \�` \ - \ \ \ \ \ - - _ _ - - - ^ \ _ - - ` I D.B. 296, PG. 379 (PLATY I _- \ \ \ \ I / - / \ \ \ \ �� 1 \\\ \ \ _ \ \ \ \ SSE CORNER \ _ / - ' - \ \ \ OMPANYSUBDIVISION � LOT 9, BLOCKA `� C� W - � I \ . � � � F\ N 1 '-TMPa56 �2-02 OA- 1 � BLUE RIDGE MOTOR I Q000 �W - 1 I N/F WILLIAM A. JR., AND , �M I ' \ ` - TMP 056A2-V2-VA-Q110(� \ - \` Y� - I I I IjIORTkL0.8� ENSE TREES _ - - _ - - - - - - \ _ _ - - - COMPANY SUBDIVISION � �� I � \ � �� \ 7p.D ' TERESAK BLACK O41U 1 I N/FWILLIAMA. JR., AND - -> r - ; - _ _ \ �\ �MPOS6A2-04-00-000A3 Z W 4 I I - TERESA K. BLACK P 056Ar OY-OA-0TZ06 \ \ D.B. , PG. 379PG. PL U I \ NIF PARKSIDE VILLAGE h c - I 1 N L� A/l2A �!R AND SHE S ENC. \ _ I D.B. 296, PG. 379 (PLAT) Q Qro 1 Q I D.B. 1108, PG. 421 I - - - _ TREES 0(3 Ei9�VNERSASSOCIATI I LOT 10, BLOCKA Q I I 1 D.B. 296, PG. 379 (PLAT) TE B A _ _ M - INC. ' I BLUERIDGEMOTOR S�Qm I 1 LOT 11, BLOCKA D.B. 1108, P_G. 42 _ _ _ _ _ \ II TMP 13 SHED- _ \ / - - _ _ _ - - _ ` _ _ 1�• I I \� - _ _ gHED - - - - / _ _ _ _ \ D� 3205, PG. 626 O O I BLUE RIDGE MOTOR I D.B. 320, PG. 543 (PLAT) N/FX1U ME1 XUS AN ' I� _ 1 COMPANY SUBDIVISION I � \ D.1S. 1974, PG. 456, 487 (PLA ' I lz� I 1 COMPANY SUBDIVISION LOT 12, BLOCKA ( ` - - _ _ ZHENG - - - _ _ - - - - _ ` -670- - I S I _ - - , - _ _ _ - _ _ (COMMON OPEN SPACE) ' p I BLUE RIDGE MOTOR D.B. 4205;-PG. 665 � � \ ` _ ` , `-'"-"-x�,�x- \ _ _ I 1 I ' - L R% 5.694 AC. U I COMPANYSUBDIVISION D.B. 311, PG. 556 (PLAT) / DAR/Gy RAND SEWFR?q I 1 LOT 13, BLOCKA 1 - - _ _ _ '� D.B 6.1z? PG��1�EASEM N� BLUE RIDGE MOTOR TMP 056A2-02-OA-0140 I Z3 (PLAT) I I I COMPANY SUBDIVISION N/F PATTIE L. BABER SCALE 1"=30' 0 30' 60' v MI w M on ,ELTH ();!a. 0 ��,•4V CLINT W. Sw S FFLET >� • Lit. IV 51380 �4* 8/17/22 0 x c� 0 0 w Lu 2 a z 0 in 0 0 2_v AM U rn o L Z O W (1) w � U O W a w ti UN w DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=30' Lu W OCzz < ra J O 0 F--1 w �-4 J ' ^ u , � < MW w w M Q � 1� C L D JOB NO. 38593 SHEET NO. 2D(2) L 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 9:0013M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. SOILS INFORMATION: 5B - BELVOIR LOAM, 2 TO 7 PERCENT SLOPES, 16 TO 30 INCHES TO RESTRICTIVE FEATURES, HYDROLOGIC GROUP: D 7B - BRADDOCK LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 80 - BRADDOCK CLAY LOAM 7 TO 15 PERCENT SLOPE GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 14C - CHESTER LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 36C - HAYESVILLE LOAM 15 TO 25 PERCENT SLOPES GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 81B - THURMONT LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 88 - UDORTHENTS LOAMY GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT CONSISTS OF 3 ROADS AND 3 MINI ROUNDABOUTS, ALONG WITH ASSOCIATED ROAD, CULVERTS AND STORMWATER MANAGEMENT FACILITIES. LIMITS OF CLEARING AND GRADING ARE 10.49 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY THREE NOTCHED ROAD (STATE RTE. 240) ON THE NORTH, COMMERCIAL PROPERTIES ON THE WEST, AND RESIDENTIAL PROPERTIES TO THE EAST AND SOUTH. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY CONSISTS OF COMMERCIAL AND INDUSTRIAL USES. THE MAJORITY OF THE SITE IS ABANDONED. OFF -SITE AREAS PROPOSED ROADS WILL CONNECT TO EXISTING HIGH STREET, THE SQUARE, HILL TOP STREET, AND LIBRARY AVENUE. CRITICAL EROSION AREAS EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION CONTROL. ADDITIONAL ATTENTION IS TO BE FOCUSED ON DISTURBANCE IN THE AREAS OF STEEP SLOPES. 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. 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 SHALL 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. CULVERT INLET PROTECTION - 3.08 A SEDIMENT FILTER PLACED AT THE INLET OF A CULVERT TO PREVENT SEDIMENT FROM ENTERING THE SYSTEM PRIOR TO PERMANENT STABILIZATION. 8. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS PLACED AT THE OUTLETS OF PIPES OR CHANNEL SECTIONS TO PREVENT SCOUR AND PROTECT THE OUTLET STRUCTURE. 9. ROCK CHECK DAM - 3.20 SMALL TEMPORARY STONE DAM CONSTRUCTED ACROSS A SWALE OR DRAINAGE DITCH. 10. TREE PROTECTION - 3.38 PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. 11. 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. 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. MAINTENANCE (SEE "MINIMUM STANDARDS" FOR ADDITIONAL INFORMATION). ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RUN-OFF PRODUCING RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR 1. CHECK THE SILT FENCE BARRIER FOR UNDERMINING OR DETERIORATION OF THE FABRIC. REMOVE SEDIMENT WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE TOP OF THE BARRIER. 2. CHECK THE SEEDING AREAS TO ENSURE THAT A STAND OF GRASS IS MAINTAINED. FERTILIZE AND RESEED AS NEEDED. 3. CHECK THE CULVERT INLET PROTECTION FOR SEDIMENT BUILDUP. CLEAN OR REPLACE AGGREGATE IF CLOGGED BY SEDIMENT. REMOVE SEDIMENT AND RESTORE THE IMPOUNDMENT TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE HALF OF THE DESIGN DEPTH. Mki1.11:i114M(i 19.01011A►11111114 SEQUENCE OF INSTALLATION 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE. 3. INSTALL PERIMETER SILT FENCE AND TREE PROTECTION FENCING. 4. CLEAR AND GRADE AREA FOR THE SEDIMENT BASIN AND INSTALL. 5. INSTALL DIVERSION DIKES NECESSARY FOR DRAINAGE TO SEDIMENT BASIN AND REMAINING SILT FENCE. 6. ONCE THE SEDIMENT BASIN AND THE PERIMETER CONTROL MEASURES ARE IN PLACE, CONSTRUCTION WITHIN LOD MAY BEGIN. 7. ROUGH GRADE PROJECT AREA. 8. INSTALL ROADS AND ASSOCIATED UTILITIES. INSTALL INLET AND OUTLET PROTECTION. 9. ONCE UPSLOPE AREAS ARE PERMANENTLY STABILIZED, AND WITH THE COUNTY INSPECTOR APPROVAL, REMOVE INLET PROTECTION, DEWATER SEDIMENT BASIN, AND CONVERT TO LEVEL 1 WET POND. REMOVE REMAINING EROSION AND SEDIMENT CONTROL MEASURES. 10. SEED ALL DENUDED AREAS PER VESCH STANDARDS. 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 14 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 BASINS AND 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 AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. 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. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 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 FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1)THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION. (2)NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS AND TWO-YEAR VELOCITY TO VERIFY NO EROSION OF CHANNEL BED OR BANKS. (3)ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS. (4)PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1)IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR FREQUENCY STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR FREQUENCY STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2)IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR FREQUENCY STORM IS CONTAINED WITHIN THE APPURTENANCES; OR (3)DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL. (4)PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION/RETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION/ RETENTION, HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I.INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL OR DETENTION FACILITY. J.IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDRAULIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT THE PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO I.DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; II. DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM;AND III. REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1,5,3 AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ADDU,ING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO �10.1-562 OR 10.1-570 OF THE ACT M. FOR PLANS APPROVED ON AND AFTER JULY 1 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF i 10.1-561 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT(�10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 4VAC50-60-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMPO PERMIT REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC50-60-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANARD 19. GENERAL EROSION AND SEDIMENT CONTROL NOTES: EROSION AND SEDIMENT CONTROL NOTES ES-1: ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 4VAC 50-30 E&S REGULATIONS. ES-2: THE EROSION AND SEDIMENT CONTROL AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION. ES-3: E&S CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OR AS THE FIRST STEP IN LAND DISTURBING ACTIVITIES. ES-4: A COPY OF THE APPROVED E&S CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS, THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-6: IF THE APPROVED EROSION CONTROL STRUCTURES DO NOT SUCCESSFULLY CONTROL SOIL EROSION THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, AT NO ADDITIONAL COST TO THE THE EROSION AND SEDIMENT CONTROL AUTHORITY. ES-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. ES-8: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF PRODUCING RAINFALL. ANY NECESSARY REPAIRS NEEDED TO MAINTAIN THE EFFECTIVENESS OF THE E&S STRUCTURES OR SYSTEMS SHALL BE MADE IMMEDIATELY. ES-9: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE INSTALLED 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 (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. ALL MUST BE COMPLETED ACCORDING TO THE STANDARDS AND SPECIFICATIONS SECTION 3.31 AND 3.32 IN THE VIRGINIA E&S CONTROL HANDBOOK. ES-10: ALL SEEDING SHALL BE MULCHED IN ACCORDANCE WITH THE VIRGINIA E&S STANDARDS AND SPECIFICATIONS ON MULCHING SECTION 3.35. ES-11: TEMPORARY AND PERMANENT SEED VARIETIES SHOULD BE CONSISTENT WITH THE E&S HANDBOOK FOR THE PIEDMONT REGION OF VIRGINIA UNLESS OTHERWISE APPROVED BY THE EROSION AND SEDIMENT CONTROL AUTHORITY. ES-12: PERMANENT STABILIZATION WILL NOT BE ACCEPTED BY THE EROSION AND SEDIMENT CONTROL AUTHORITY UNTIL IT IS UNIFORM, MATURE ENOUGH TO SURVIVE, AND INHIBITS EROSION. ES-13: ONCE THE DISTURBED AREAS HAVE BEEN STABILIZED TO THE SATISFACTION OF THE ESC INSPECTOR, ALL EROSION CONTROL STRUCTURES SHALL BE REMOVED. tALTN 00IF�,�� CLINT W. SOw S FFLET Lic�.t13s0 4> :� 8/17/22 A�svi M E O O u N � N C ¢ o > E w v E w w a 3 ¢ t 3 W O wO `mom 0 W L M ¢�_j Voo Jce -u M rn C7W NV w � 30'x LL � Q v = N N c EO1 N W M a� 00 J DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N.A. U) W J z w W 0 06 Lu OCQz z c� J p�C40 > �zz J o O w Lnaz 2: Lu M w W m MJ Q H M Lu 1__l (.%) T--1 C76 *k z o U CL p w JOB NO. 38593 SHEET NO. 2E(1) L 70' MIN. 5:1 EXISTING A 3' PAVEMENT r�t i/p#�#` `/�FILTER 6:: M MOUNTABLE BERM CLOTH A (OPTIONAL) • EXISTING GROUND SIDE ELEVATION O CUNT W. y� 70'MIN. VnS FFLET >� WASHRACK T 10' MIN. B OPTIONAL 10 EXISTING 12'MIN.' MIN. 10I� 8/17/22 ��; SSG `�,, PAVEMENT ss NAL VDOT #1 COARSE AGGREGATE B I POSITIVE T 10' MIN. DRAINAGE TO L *MUST EXTEND FULL WIDTH OF SEDIMENT INGRESS AND EGRESS OPERATION TRAPPING DEVICE E PLAN VIEW CD N °U 12' MIN. N C E iudl 3" MIN. v E w - - 3" MIN. H_ W N 3 FILTER CLOTH SECTION A -A N w �' a U-o 3 p LL - O W L M a_j Uoo J - Lr; Z 0 N N I-r-� d z W v c+ OCE REINFORCED CONCRETE DRAIN SPACE 3 02 O U1 Q V) 0 SECTION B-B o a 6" v) v� �"a" °_LU 2 STONE CONSTRUCTION ENTRANCE ° ry % Q No Scale w M U >U 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH 00 FRAME GRATE FRAME COMPACTED SOIL N TABLE 3.31-B MAX. a ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS �_ 18" MIN. I I I I "QUICK REFERENCE FOR ALL REGIONS" I I I I I FLOW W Ln �y PLANTING DATES SPECIES RATE (LBS./ACRE) v MIN. ✓ GATHER RAII III RAII III RAII RAII Milli PAII �L m p � W �� iiiii I I Milli I I milli I Wilill I NIIII I Wilill I Wilill IN _ SEPT. 1 - FEB. 15 50/50 MIX OF EXCESS U U AT -ilill -ilill p N ANNUAL RYEGRASS CORNERS LOLIUM MULTI-FLORUM ( ) .5' 4MIN. DD CWD 3.09 W F N & 50-100 PERSPECTIVE VIEWS = ¢ n CEREAL (WINTER) RYE STAKE ¢ p TEMPORARY DIVERSION DIKE (SECALE CEREALE) 0 No Scale DATE FABRIC in FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MIN. 911012020 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE 0 } MAY 1 - AUG. 31 GERMAN MILLET 50 yb A ALONG THE LINE OF STAKES. � DRAWN BY (SETARIA ITALICA) '" DETAIL Ai s C. GAYNER ELEVATION OF STAKE AND FABRIC ORIENTATION / % �� _ j DESIGNED BY SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET /IIII / • • C. SHIFFLETT FLOW �4" CHECKED BY DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 57) WHERE • THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TS 3.31 IP TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07-1 •' 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE C. KOTARSKI • CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. TEMPORARY SEEDING PLANT MATERIALS STORM DRAIN INLET PROTECTION • • SCALE No Scale No Scale % N.A. TYPICAL ORIENTATION OF TREATMENT - 1 SOIL (STABILIZATION BLANKET) FLOW /��/ • TABLE 3.32-D SHALLOW I SLOPE �II .. SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA f l r SHEET FLOW INSTALLATION III (PERSPECTIVE VIER3' TOTAL LBS. PER ACRE - ON SHALLOW SLOPES, STRIPS NETTING MINIMUM CARE LAWN PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. I FLOW MAX COMMERCIAL OR RESIDENTIAL 175-200 LBS. A B \\\ A PIPE OUTLET CONDITIONS A KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% WHERE THERE IS A BERM AT THE TOP BERM / - \ IMPROVED PERENNIAL RYEGRASS 0-5% OF THE SLOPE, BRING THE MATERIAL KENTUCKY BLUEGRASS 0-5% OVER THE BERM AND ANCHOR IT STEEP BEHIND THE BERM. ��'�, W U) SLOPE GENERAL SLOPE (3:1 OR LESS) IIII POINTS A SHOULD BE HIGHER THAN POINT B. _j KENTUCKY 31 FESCUE 128 LBS. ON STEEP SLOPES, APPLY PROTECTIVE 3d° d° RED TOP GRASS 2 LBS. COVERING PARALLEL TO THE DIRECTION SEASONAL NURSE CROP ` 20 LBS. : OF FLOW AND ANCHOR SECURELY. SF DRAINAGEWAY INSTALLATION 3.05-2 O z WO (FRONT ELEVATION) 0 PIPE OUTLET TO FLAT AREA 150 LBS. w WITH NO DEFINED CHANNEL LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) BRING MATERIAL DOWN TO A LEVEL AREA BEFORE �-. SILT FENCE (W/O WIRE SUPPORT) > No Scale ET 31 FESCUE 108 LBS. 4 TERMINATING THE PLAN VIEW R REDDTOPOP G GRASS 2 LBS. INSTALLATION. TURN THE END 2' SEASONAL NURSE CROP ` 20 LBS. FLOW UNDER 4" AND STAPLE AT 12" DITCH w La CROWNVETCH " 20 LBS. INTERVALS. 150 LBS.O r.o _ ` USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES ARALLELIN STO THE DIRECTION OF F OWIN USE CHECK Paved construction entrance for erosion control plans 1+ Q Z _ II�'1y-11_,�II,"-J` SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN - d AS STATED BELOW: _ J � T_ FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE THE CENTER OF THE DITCH IF AT ALL POSSIBLE. SIONE - ia' MIN ------- ..--- (9 cC O SECTION A -A FILTER KEY IN 6"-9"; RECOMMENDED FOR BM 3.36-1 SPACING BETWEEN CHECK DAMS MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET O O AUGUST 16TH THROUGH ANNUAL RYE CONSTRUCTION At' ;ESS 3" SM 2A ASPHALT TOP - CLOTH ENTIRE PERIMETER ............................... /' COURSE ry1 BRUARYOCTOBER NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE SOIL STABILIZATION BLANKET (EC - 2) 27 // 2y �AVF.MEXISTING a: ;" . '..� „- .r PAVEMENT LLJ I --I z Z " _. SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF _ J J =) O A L B FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL No Scale s" MIN 21A AGGREGAIE BASE 0 U _ OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU ' LEI OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEEDS II I MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE SILT FENCE CULVERT INLET PROTECTION ' ) u , Z ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER ENDWALL 7a' MIN. w L THE DISTANCE SUCH THAT POINTS A SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. STONE rIGN ASPrIALr PAVEa LE, `^' CO AND B ARE OF EQUAL ELEVATION A PS 3.32 TOE OF ACCESSuc I WASHRACK � M Q H FILL CULVERT A 3d°(MIN.) PERMANENT SEEDING MIX FOR PIEDMONT AREA I � 2% ?%. PAVFM °T-'� ! 12' MIN.* �- LU 2% No Scale 2 ACRES OR LESS OF DRAINAGE AREA: 2-10 ACRES OF DRAINAGE AREA: d° v� ) L I p;b PIPE OUTLET TO WELL "MUST EXTEND FUL WIDTH _- -'D SEE DRAINAGE,, 7 L 6 6" DEFINED CHANNEL _ OF INGRESS AND EGRESS TRAPP NIGEDEVICE OPERATION 0 * TOE OF FILL PLAN VIEW u u� U 3' FILTER 7 � u u�I PLAN U/� FILTER _ _ SILT FENCE CLOTH CLOTH 31* La 1 l E El l l 1 l (OPTIONAL) I..L O (OPTIONAL) (DOWNSTREAM VIEW) �I (DOWNSTREAM VIEW) G G El G * FLOW **OPTIONAL STONE COMBINATION DRAINAGE z' MIN.--_-`----- -TO l DISTANCE IS 6' � 0% MINIMUM IF 1' SEDIMENT ra SEOIMENr 2 TRAPPING DEvlee Lll STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FLOW IS ^_- FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, TOWARD VDOT #1 COARSE VDOT #1 COARSE GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST EMBANKMENT SECTION A -A AGGREGATE AGGREGATE FILTER KEY IN!"-9"; RECOMMENDED FOR 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO CVSECTION CLOTH FILTER CLOT A -A ENTIRE PERIMETER GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL ft9N 2.5 ► FLOW 2 FLOW ?• CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE - j 3" - ] NOTES: A rn1111I111LL11 water tap of 1 lllcll lllllst be mstalleCl with fl I11LLlli1LLLLn 1 ll1C11 ba1lCOCk 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR FENCE AS A TREE PROTECTION FENCE. if shutoffvilve supplyu)g a wash ]lose with a diameter of 1.5 inches for adequate 3" CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES **VDOT //3, /j357, //5, /j56 OR /J57 CLASS constant pres6M1LL'e. Wash water must be canned away from the entrance to all approved settffiltr area to remove sedhuent. All sedLLnerrt shall be prevented from - ... 318-3 AND 318-4 CLASS I RIPRA COARSE AGGREGATE TO REPLACE SILT RIPRAP 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 ' OR 3/4 OF DITCH HEIGHT INCHES. FENCE IN " HORSESHOE " WHEN HIGH C� CAP VELOCITY OF FLOW IS EXPECTED entering storm drains, Glitches o watercourses. PAVED WASH RACK JOB N0. 3.20 OP 3.18 83.38 3.08-1 NO SCALE CD 38593 NO SCAL ROCK CHECK DAM OUTLET PROTECTION TREE PROTECTION CULVERT INLET PROTECTION SHEET NO. 7 '7 NO Scale No Scale No Scale No Scale Table 15: Sediment Basin design (spec 3.14) Sediment Basin design MIN. 1'WI SPILLWAY 2' WITHOUT Ol�g OF EMERGENCY SPILLWAY drainage area (acres) 1520 basin volumes: (using 1' contour intervals) � DESIGN HIGH WATER (zs-YR. WORM LLEv.� elevation (ft) contour area (sf) volume(cy) cumulative volume D.s• (C�/) MIN 10' 662 8105 � RISER CREST 663 9046 317-6 317-6 " DM " STORAGE DEWATERINC �� 664 10076 354.1 671-7 • WET • STORAGE 665 11132 392.7 1064.5 666 12215 432.4 1496.8 667 13326 473.0 1969 8 SEDIMEM CLFANOIR POINT (• WOE}. C ORACER�DVGED 668 14464 514.6 2484.4 669 15630 557.3 3041.7 670 16824 601.0 3642.7 671 18045 645.7 4288.4 672 19294 691.5 4979.9 wet storage: wet storage required (cy) (67*DA) 1018.1 design high water (25 year storm) 671.0 dewatering orifice elevation (ft) 665.0 top of dam (ft) 6720 wet storage provided at this elevation (cy) 1064.5 top width of dam (ft) 10.0 available volume before cleanout (cy) (33*DA) 671.7 bottom of basin (ft) 662.0 cleanout elevation (ft) 664.0 approx. bottom dimensions: 201'x38' distance from cleanout to orifice (ft) (> 1') 1.0 upstream face slope: 21 downstream face slope: 21 dry storage: dry storage required (cy) (67*DA) 1018.1 baffles: Yes principle spillway crest (ft) 668.0 length of flow, L (ft) 15 total storage provided at this elevation (cy) 2484.4 effective width, We (ft) 38 dry storage provided at this elevation (cy) 1420.0 L / We (baffles required if < 2) 0.39 diameter of dewatering orifice (in) 8.0 diameter of flexible tubing (in) (orifice+2") 10.0 collars: No depth of water at spillway crest (ft) NA runoff: slope of upstream face (Z1) NA slope of barrel (Sb) NA Q 2yr 29-6 length of barrel in saturated zone (Ls) NA Q25yr 39-3 number collars required NA dimension of collars NA principle spillway: 668-0 available head (ft) 1-5 emergency spillway: Yes riser diameter (in) 36 bottom width (ft) 14' slope of exist channel (ft/ft) 201 trash rack (in) 54 barrel length (ft) 140 crest of spillway (ft) 670.0 head on barrel through embankment (ft) 4.0 diameter of barrel (in) 36 SB 3.14 TEMPORARY SEDIMENT BASIN #1 NO Scale 14411 LT N �� 000 t o CLINT W. 2r, un S FFLET >� (r • 0- ' Lie. n 44380 Ac .O 8/17/22 M E O O U N Vi N > E W a E < LL tj O 3 LL i n W O p ti Ole d U m Z - n O rn 7 W N d Z H 7 H U cC W O < W oa �� In= vN z Z =v>� O W ~ Uri V) $ ry > p w M K U 00 ti CD w Z H 0 vi a M � O o rL x ti c� � w 0 x o w H N _ < o z cD 0 u DATE 911012020 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. KOTARSKI • • SCALE N.A. W z w w 0 > � Q w 1■I� ~ �Q0 Qz � J 0 J oLU O J � LU M co 2: �/�J m M J M 0 ,-� o25 0 *k z U o a 0 w IOB NO. 38593 SHEET NO. 2E(3) L EROSION CONTROL LEGEND 0 TM \ 1-02400 \ \ - - . \ \ F ` _ ~ �pV2 �N /NO \ \ TjyRFFN ,�N�NN��, AT) N/F COUNTY ARLE, FENCE I \� c S� \ Ts OrCyO �� t LT N op �,0 VIRGIN/ \ / FNC. 0.6' \� \ 1 \ \ �' Z4pJ POgO �` /%ky ' >t >• LIMITS OF CLEARING AND GRADING D.B. 4185, PG. 27 \ \� I l �/ �� \ \ R` C 411 D.B. 5, PG. 287(PLA) FE!(JCE / /\ \� \ ` i SOIL INFORMATION PA L J-1 T ENC. 0.4, 4 7 \ h \ \ CUNT W. oIIIIIIgI y: VS FFLET >: \�� \ i� Lic.IV 54380 �4• DRAINAGE DIVIDE \ SGI/ �T \ \ _ 7r CE CONSTRUCTION ENTRANCE 3.02 \ \ Fqs��) \\ `` \ �s0 8/17/22 TV / e92SA�e 724.8 r� CRS CONSTRUCTION ROAD STABILIZATION 3.03 / / /` AG, ��O q �� / i \ / I / �` \ \ ` \` ` ao `92\,, J `` x 725{7 l \ �� \ \ \ ` \ ` _ a r'� E SF iC SILT FENCE 3.05 \ \�� /Y y� Q� \ / / / \ \ \ \ - �Zk �� ; ` ` ` \ Z O U SSIVH P Q o� \ I D. B. 4182 PG. 355, 361 (PLA I / \ \ 7 IP ® INLET PROTECTION 3.07 �fYOS6A2-01-ONO, , L2 `/C �I�7 \ / I / 15'V.EF.CO.EASEMENT \ \\ 2j� \ _ w uE / /N/ CHARLOTTES. SCALE 1"=30' E f \ 1 g�\ \ o �yQO. SPARSE PAVEMENT I / I / ` \ w DISTCIR�2 - ` 0 30' 60' a LU LU 3 DAMMAN AND SARA 0 , , _ _ DD DIVERSION DIKE 3.09 / / LE�FRIZZELL P� g \ / , / / // D.B. 3871, PG. 244, 248 ( \ v �J ' 10.49 AC. v \ - o LL o o D.B. 83A G. 3 �F \ P 0' I 10' CENTEL EASEMENT \ ro \ w O m D.B. 324, PG. 90, 92 V x g t x \([ ��. \ - ` \ ` ' aLu - SB SEDIMENT BASIN 3.14 _ / / (PLAT)\ \ Qt� �y \ �0 ,QJ`/ \ x/ �� ' \ 723.5 \\ \ , \ \ ` L 1\ ` \ Z a > o N \/ r \ a' P g / \ �'� \ w O/ �op/ ASPHALTOT 3 \ �/ \ �� / \ i�\ \ �2� CONCRETE SI B l \ / I \ ` \'? a \ ` tro \ �7 . ` \ z_ � ° tea' TS TEMPORARY SEEDING \ \si 1 0e / �Q p� / \\ \ \ 7 1 I / A `1 > �S\ \\ 9 0 V) ¢ D1 x / 1 I _i� I \ 4a �r v w w 724.E=v � ti PS PERMANENT SEEDING 3.32 Y\ s I / /` �i (�' \ \ ' / / I \ _ \ \En X MULCHING 3.35 /% \ g A �7 � PJ Q � c? o x \ \ // /{ /ftft` \ � \ ` \ \\ w v w OO \ 723.8 I / \ 724.2 \ ' / \ \ \ \ ��e 0 BM \/ OFF�CE I \ x , \ / / �` \ \ \ \ 0 \ o w 2 O BLANKET MATTING 3.36 S �\ ABANDONED l \ \ �� \ '' TM�056 f01-00-071A0 / \ ;' MlV \ TMP OS6A2-01-00-07100 \ \ , \\ / / ` 7! /F CH RLOTTE B. / ' \ CR�ZET NEVI/ TOWN ASSOCIATES, LLC \ \ x 24.2� / x� // A� J ( / / y \ \ / x / CONCRETE SLAB- ' / �I M N AND SA"I ! B. 4568, PG. 724 \ 25. TP TP y \ 725.9`� / �\ \ � TREE PRESERVATION FENCE 3.38 T M / / l 7214 1 %' / { / 7 \ /(' Oj W L�l� FRIZZELL / /� I > x D.B. Q06, PG. 249,252 (PLAT) \ � / \ D.P.33, PG. 3 // �\ �� \ { i \ / (PARCEL 001) \ \\ I / ' / \ O w �� /4 1 y \ \/ x 23.6 I 3.983 A G - ' " / ` ' y DC DUST CONTROL 3.39 \ \ D.B.�3�4, PG. 90,/92 t� \ j ` \ / ul (PLA LOT 6) /l . ^ 1 \ 15' .EP.CQ EASEMENT I / ` \ s7'7B \ `/ _ ,717- ' 0 / J V / \ \ I I \ l , l ^ D..4182, PG 55�?6\LAT) I / I / \ 3, _ / �\ \ \ ✓ per, / / LLLL - CONCRETE SLAB / i! F O� 1 P� E .� p `v ---- b ` \ / - - - - - - _ - - 724- 30'V.EP. CJ � EMENT "r 56A2-01-00-071BO I I I r ?B ' w N l /Lr SF , CONL;BETE 7{e- - - - - - - - - / 0.4 3855, PG. 487, 4N PIL Aqrr�� / ' .F N 716 pJ \ \ \ / I 1 CR(lLETNEWTAORtaC/I�SSOCIATES,LLC I I // ' / / 88 I > w pp� �'� x / , l /'--`\ (P721.6FLOOg)�\ i / TS DC .' / / �' a p ti RAVE¢; ` Q �/ I \ 723.4 0 3. ` L ,' o LO 8 Q� 'J? I l \ { / 1141 "��T / _` \ / / V) DATE 720.6 �i>j> / / \ \ l / ' x / ` / �` DRAI A VI E _ " \ /' ' II r %20.1 911012020 I FOR EDIMEN / / c' / ' / ' O 10X20' Tt�2 A PoJENT ) \ \ (89 \ \ \ \ \ / x l m _ ,,' /lI \ SPARSE PAVEMENT Y� 716.3 �7 } DRAWN BY 418 , PG. 2 , 63¢ PLAT J \ V \ / l 1 719 /' \ \ l / / x Tml C. GAYNER \ \ \ {C/S/ r' / / / 111 /�' l / n� /' \ r'x716 �. DESIGNED BY TMP 056A2-01-00-07000 \ /T r / RUINS / \ \ \ / / _ ,;; / r / / m' • N/FELEFTERIOS K - - 715 - \ / ` 1 \ / / { / /%% / x W / / / ' �' 7159, -�- z C. SHIFFLETT / x722.6 `� x \ `I C/S \ l / / I / /!,' l CONCRETE SLAB/ /1.3 / l G/ O a - _ _ / (y_ • VAS 5, PG. ASPHALT IP // \ ' / / r Gp / /' l - G/ WAREHOUSED) m'I • CHECKED BY D.B. 4355, PG. 16 PARKING / 1 x \ \ / ` `�� 723.5 / l' / T/-_ / ;; S� / / � Z O a / G C S ASE �l , / �/ I \ \ / .\ / \ \ \ \ - _ OT �', O 1 / / // l / //!(.4 LOCKBUILDING / l G/m a - ` m; • x e Q C. KOTARSKI D.B. 4355, PG. 1 Q 13 _ E / / Z (PLAT) \ \ 41 6, P 629, / / 1 \ \ l F l F 720. D.B. 4046, PG. 49 , \ �� //' l I (Al Od) ;' (ABANDONED) �l l l / e /� _ \ \ I • • SCALE _ � \ �� x l I/'/i / / I / \ x �� \ \ \ l l Ci/S \ l a' (PLAT) \ �� F \� %22.6 - /� / rl \ /l / I 1"=30' 4 CDl p /�'rye '� S / SSTgTFON��RF �� \ , / /722- " l l / li (�oSN ONED)l/ OT a%\ TS DC l /,�l _ /� SPAR8EPAVEMENT �� _` m • 4°Pvc IOCj7�>FT �\ I ``� _� �^/ 9 l // /// / - - _ ET. WALL p UOSo'P/�� 0�ry f / e�'CR 2jO� 2 . _ " x 721.3 1 T T ?s_ / 720.2 \ J//// - Y , r / /// --�1i�� 1i /psi IV • EXIST. R/W Up ^ 0/lQ^Q> / ARSE PAVEMENT PFNF / j13.4Q(9Q[� AT \ \ / - OT 1 \ ` �720- - ///// 1 / C l /<4 OT2 / \ / 721.2 ry0�o �/4Q Q / 18.4 / / l ^ // \\`\\ _ _ ` /\ ter' Lib �v / 719.5 I 720.3 / - I„v / -\\ `- - _ x711.1 g poi �� // / / / // { , / l - / !� ABOVE 'Y" - " ' " -- _ / r " " / / CONCRETE SLAB CL H / x 721.3 SPARSE P VEfi/ENT Q , ; / / / / / rf � ~ ' ' C{'yyZi C1 / pap` Q' O 2 / GRAVEL / l / / '<c ABANDO D)GROUND I- OB 27 VqR/ NUF / 5' `--i----/ \ /\ CULT v �• l l / // / " - ' '- / ;; bc' N73° I / �a - ' Duj 2, FS / -1, '�¢ 4y' _ / , l l / / l ^ OOp3„ / _ .. ` _ O / ' ` y W B. 43 DG--_/------ /�C / / - / ARSE PAVEMENT , [� _ 73PG23j>3��L9T/ - �� l 3j63,f 3'f/ ' ? ' O � ( 7 721.3 ARSEPAVEft9EN I I ' / C/5/ 1 ,,r �t LV22g8 / / `� -- / _ (� 7` r-- I / x / /17�T IVALL , T / �• / \- _ z Q 24>/p I ?� Cq�ZET E q/ 0' o l / l �. ' I / - " sON l 710.5 y m - LIMITS OF x �ar� 4 i� �$fR ' 0' '', l l l l / I l / F<</ Lu It 6' 11 7r 240JI 0' / t� a y - Z x / l / / ' / / �` 4p /psT/�FF , / / v / i �� DISTURBANCE _ \ RCP 1 ' I CE �~ l `�� 719. l I ' /�\ r / /U/tOp /_ x 712.5 � 0' // 'I-G 9AG. _ \ ` x \ \ // x / I / , T / l FOJ / / 710- x709 / �_ _ - \ 711.2 7 / \/ 60 '\ / / / / / - - - - - _ / ' ' / / - \ /--'7 _�'_\ /' \I Z ' / l / \ ` /l 7 2.6 / / / 709.5 / _ - 1 - - GRAVEL AREA 71 _ �� rASPHAL7I Q \ l r A SE PA NT 72 l I _ lPF / \ ` / �-�� l ` / ,' I llc � V l �c \ I \ / l Y' / / ,'' f / \ 1\� �i _ y �\ -- v v SOUTH 0.3' /- - - - - - \ .71 L _-'/' I / L 721.4 / / �/ / d IN Qll� / / I \'� 6/ // \j x 7 1. / /!• / / / / �l' �!�/ 708 / �: --- `\ �/� \\� I Q DENSE TREES \ J i2�5_ I / o J // / 1 / \ ,-707 7 - -/ `1 I I \ \ 708.6 f �- Q rD II 1 ati TS DC l l / °x ` / T2 / 4 1�3 , _ / , " / \ 1 c� / / / S� RSE AAI`MENT /� / x �' 10 - > ! \ J 0917 G \ \ IRF\ l / /-711- \ 0 709.3' /i' �!L �\ `\\/` t - - - - -- G a� /TMP 056A2-01-00- \ - - - - N72' \ ` ' / 4 / I - / / / ` \ 11 709.7 / ' ' =/ �- �10y �j�� \ \ ` _ - - - a 0 q \ _ _ _ ,�2., � I � _ l / / � / / \ x y. I !i ��jljiTl7 - x �� / N/F CHARLES R. TT, I T P \ ll'5�8�\ \ 71 / / R r \ ' 708. 1 I / - ' I _ - i�i a 70 JR.AND HERBE TA. I \ 2> r 71� ' / I /^ / ` � _ � 4i \ \\ 1 / �Ok- �i>j>� - - - 9 J O U / PICKFORD, TRUSITEES $F \ x / $F \ �/ -r` \\ / - 'fir SHED I U �- 1 W FOR / ' I / / x ® 09.2 'I / /h _ 'i T - = 1 _ Z TABOR PRESBYTERIAN DENSE/ TREES / ,\ \ / _ 03 \ I \\ \ L W Qv TMP 056A2-01-00-016 / / \ 709.9 �'li a / CHURCH / li r l F l ` / T / \ \ � a _ _ I � Q C D.B. 1770, PG. 367 THE SQUARE, LLC \ I I /� THOl3' / ' ` I \ I /� /' I / \\ \` � ��i a' = - �M/� Lu G / D.B. 145, PG. 231 DB. 4708, PG. 37 \ \ ' ri� / \ _ /�� \ "� , \ �"� �� '� x I W m 0 I D.B. 3077, PG. 205 / I / �-I R S /J �� / _ �� M Q / (PLAT) D.B. 3013, PG. 138 (PLAT) \ \ LIMITS OF / I / / \ , _ _ _ _ _- ' - - _ 1 ! I - 0$ \ _� _ ` _ _ i� - _ ��i/ifi��i - c = 704 3 \ ' / W PARCEL 004 DISTURBAfVG�E _ \ I 1 / / �ii c� 0.8890ac. / / DID / - z1 �� / M (n (PARCEL 005) 10.49 AC. / / / / / / - - - _ _ _ _ ii (�ii ` , x _� �_ I r l / _ , -__ _ _ _ _ /---_-_GBLOCKBUILDING�GG� (9 l l I ,' / I I / I - -- -'101 700.E / 10 T Z _ _ _ x 0 ABANDONED O REFERENCE LINE- THIS SHEET l^ \ / / , I Q I l /// l I' / I I / I I it ,/ I TP z -� _ 700 7oo.s / x sss.4 003\ �/ti O I I / -- � �m � I0 U) \ DENSE TREE ARA E/ / / / d� / EXIST. R/W L I I I I 1 / l / �' c" / 00 ' ` ' 699 TMP ¢56A2 02-OA-q0100 / / / 1 699.7 x B346 PG ASFX, W / f I ' I // I I TH/ E SQUARE, 4LC /' / / - - - - - 698 _ \ \ ` 53p 631�T \ \ \ \ \ L).B. 5345, PG.168 �9� _ `sss_ _ 1 \7`p QB. 35$2, PG. )557 / / / / / / / / DENSE ES - - D.8,275,PG. 310(PLAT) LOT /l, BLOCKA- / BLUE hIDGE MOTOR - J COMPAf YSUBDIVISIONI I ,^ ' / _J I (PARCEL/ 006 �.�/ 1 I JOB NO. ,' I I 1 I 38593 SHEET NO. 117i'T� KEY PLAN O / h SESI L T'i'PEr' I S HEET 2F(Y) 0 m 0 3 D 90 o o �z .20 o � c E a c m L D 0 xg (D3 U3 Z„ 0 22 o r �3 a dm 2 Y X C 0.0 dh m C d `o E m 06 a c 2c 10 a 0 0.2 a c m N C O c 0 sE L F E L m {\ I n 1 1 \\`. I xj 710.7 �ml\ 1 Cy / / I \`\ II x 710.5 m\ / \ gf?AVEL AREA x 711.2 \ y \ Z \ \ A$PHAL T \ \ / : 12.6 TMP 056A2-01-00-0250t ` \ CPOZETNEWTOWN 1 \`� \\\ ' Cn / \ \ �ASS0CIATESLLC \\x 711.4y\\ _ ^p D. 4565, PG. 223, 223 (PLAT) \ `\ I \ D.B. 163, PG. 103, 104 (PLAT')\ \ M ^ 713.E \ I \ / 1.780 AC. ' (PARCj 4nQ3) 1 - \ INNN \ '� \\ x12.3\I\ \ I \ \ x I \ 1 71n a IRyS/' ` _ \ - S 89°53 E 339.-31' ----- '// -IRE DENS`TREE' TREES TREES DENE TREES , P B TMP 697.1 ; �J I I Jr /' / - / '- `-- - - - 690 ---68g/'\` N/FNICH �. 'SOIL %TYPE: D. x 0m _-- -___ // - - - I \.�\ \ d 1 TREES \ 5o CR,I I cn I / /`�_ ---__-' ` D.B.. 295 §113/ / ' �---__' TREES I \ �00 \ ` I I I I , / / / ' / _-_- ` - x 688.5 _-- x DRAINAGE DIVIDE 6� OR SEDIMENT BASIN \ \x 687.5 /'/ \ -- -- x Q 74 87. f N. `\ `\\ \\\ TREES _i I -I _ 687 \ _ --- �Q* 1 > \ I I I I I / _ / R 710.4\\ FAR ` \ \ / , \ \ - / I I _ 6' \ _ I I / 1\ \\ \I II II I I ti / TS DC I i--- _---' 68 � / l / \ RESIDENCE ` L 11 I w \ I,' - (ABANDONN I I --r- --r `68. 5-I /TM/P OE/ 8r �' -684- - - j- \ 2 N/F TA� 17U.7.\ r - _// I - / / • I I r \ -_ ��/\I A e F./ \ _ _-"- I--_1-___---------_- - _ _ _ - - - - - - - - - - ' Y \ x I // \\ / //; /�_t"-\-art\-/-�--r 1-f''/'' / '-------------------- -----x683.8-------- o.J/-'-------- m -_----------- TREES r/ 696.J AO5 \-/- I \ - I/ I� \111I I I Z // / `\ `\ 1 \ \ \ ` \ 1 ` I I �' TREES �O 1 to L. BELISCHER , 4220, PG. 1 PG. 621, 693 (PLAT) LOT 48 ' // / �,,-____-- x \ �\\\ - x / \ \ I \ ,I I o /' / / / / / / \\ I \\ N. \ \ 1 I --''"/ TS DC /-- - \ \\/ I \ / 709.4 \ \ \ \ \ 71a IN, - i�_� / I Q -1 l SHEDON / _ \\ _ _ / - - - - - / J -TMP 056A2-04-00-04900 -N/F MATTHEW STRAATMANN D.B. 3227, PG. 337 D.B. 2932, PG. 621, 693 (PLAT) LOT 49 n. HILL TOP CG 40' I D.B. 2830, PG. EXISTING SEWER M (PLAT) x 708.5 \ / / _ / WALK _ - ' I / z I ' 11 I / / -'I / / rl / I 1 \ \ \ I \ \ \ I \ \ - _ lRF -air �r-a- I _70 //=1// I ' ( \ / I I 1 I \ \ \ \ \ I \ - - - -- \-\_ NLl - - 1,' x \ \ \ \ \ 693.5 SHEDCv \nA \ / �- / /' 692.E / I 0- \\\ \\ \\ \ \\ �\1 \ \\ // / DD ` M,I / EROSION CONTROL LEGEND ENT// /--- /\\\ (�690 % \ \ \\ `per \\� \\ 8- - - - - - - - _ - ' / / / I V.E.P/CO q23, 425 (FLAT) /' -700 g / / T _ 151.8� - - ` \ x \ ` \ ` \ \ \ `\ \ \ 11 I E . DENS EE _ _ _ _ , ' / ' g 477 pG. - - / - �69 / l� ` _ 692.4 / x691.7 / / - \ ` I \ \ \ _ / s s >• m LIMITS OF CLEARING AND GRADING 107'----- - I I/ ( //' I \\ \ \I , I / % // x ) / \`�\\ \\ , \ I I L ,TY 6 Y / 1 , \ \ IR SOIL INFORMATION - 9 691.2 / i ` \\ \ I 6' LlN /` 'T "r _� / / /I 11 -''6 gV/ /' c 189. \\\\ \ 1 I 1 I r i 70�' ' I /' / / I I 69 I 6 -6g1' / / \\` \ \\ \ EXISTING \ \ DRAINAGE DIVIDE 104 " / / / ' / / / / ' Q/ ,' - ' / /�\ `-/ _ _ I I Q / / / ' " / x / / ` ` \ \ \ \ I \ I CONSTRUCTION ENTRANCE 3.02 WETLANDS _ _GRAVECAREA / g , _ I / 689.6 690.6 - ` ` ` \ ,1 / / / '/ / ' / ' ' / ' 6 / / / ' x I 688. \ \\ \ T P O 6 N/F CRS CONSTRUCTION ROAD STABILIZATION 3.03 -IMP056A2-01-00-071B0' / /' \ \\ / N. \ \ \ \ \ \ ALYS 'CROZETNFLV'TOWNASSOCIATES, LLC-' // /�y�`_____I ` I `\ I / � \ \ EES \) SF �j< SILT FENCE 3.05 rD.B. 4568, �G. 724 T------------------` ) \ I D.B. ■-`�� -�/ / '/ D.B. _ / / / x / I 1\ /� - --_` -_690- \ / IRF__ / / 692.5 / = _ - - _ _ _ - - _ - _ L/N \ \ 1 IP ® INLET PROTECTION 3.07 D.B. 1925-PG. 372, 373� PLAT - / / / I - - - l / - 701 ' - ' D 1440, PG. 567' S68 (PLAT) , ' ' ' _ - ` - - - - - - \\ \ \ \ 1 n i / \ 00 (PARCEL 002 , - - - / / v / _ - 695 - \ \ I I . \ ` - - _ 1 ( ) / 1 / - - _ _ _ _ _ - \\ \ 1 N " `\\\\\ \ o I DD DIVERSION DIKE 3.09 _ ' '' `� III 1 I c$ /� ` \ \ PLAY RO D SHED \ - - - / - - - -74.743AG. / / ' , '/' - - - - - , \ ` \ I co c \ - \ i r 6g9 / / / 69� ' GRAVEL AREA \ , / 7 i / . g1 \ \ \ \ \ \ \ 1 \\\\\\\ I E - 692.E rc ,693' ' / �' / / ' / // x 69741 \ \ \ \ \\ o E : I \ � � / \ L J I SB SEDIMENT BASIN 3.14 /Ill i 698 -//' / "/''/ --`i' /- / / //� I` AD 6979 1 \ \\\ \ )l // , co ro 684.5 I I I I TMP056Q2- 1l _ \ _ o x \ \ \ N/F EMME TS TEMPORARY SEEDING 3.31 ,691 / - " gg ' " / - - - ' ' / / / ' " 6g2 " ,��' / ! / I / I /' \\ \ i l l I/ /r \I I / F rn 6 / _ / , �+ r/ // 0 � x MICHELLES Z / ` \ �` 695 , / ' / \ 1 1 , \co o , \ N lNE D.B. ,-PG IS 06.91 69 / \\ / / _ _ _ - - ` / Big PERMANENT SEEDING 3.32 ----------<- - / \ 3 , G. 1 \ \ N. µII 111 r.`� co I I � \ I LO '- / \\\ - ��/ x-\\ \\\\\= = 695--== =(16 - _- \_ %\�III11 , / O / R- - MU MULCHING 3.35 N. / \ \ o I I I E S' E S lRF �__-"--,-/ - / /h\---///90.5 i 690.8 `� - - - _-/1/'�III ^o ,11\I I / OUTH0.3' BLANKET MATTING 3.36 m\ ' 2.8 ` - - -' / sso_ - ` - - �/ / ro I �jh I l / ran 693.2 ---_ �g0/ \ / / �'� - - - ' ,, / rr NB0 x 684.6 1 x 683 v �// �ll / / Z C. / r - - - - - - - _ _ 689.7 ' / , / \ ' / ' - - - - - ' /C \•o ro/A TES, LLC o I �� TMP 056A2 TP P / / ^ / O TREE PRESERVATION FENCE 3.38 ! r \ TS DC I 1 / qq/ 691 �I \ \ "P89.1 / \ �� /-SOIL TYPE: / /' / I // / BAFFLL'I \q,B 279 DC DUST CONTROL 3.39 IN' - _ / I ` x / �j _ / / 689.4 D. B. 2 PG _ /x QQ 60 / r //i /i l lRF LO _ LINE =.\ / / / / % -- - �- I ♦ / I 689.1 689.E // l ' ,' / - ' / _ _ _ _ _ _ _ / 687.6 �M I -- - - - - - - -- (�_- ' /''/ ' / x '/ / ' /' / /// ' E� WWASEM-R - - ` j 688.3 ' PG 156, 158 (PLAT) _ S / _ _ _ - ��'��' T-_. / / / SEdREE§ / IVANNA WATER AND SEWER AUTHORITY ' I� 1 t I �,I 6 / g i---------- - - - - -- =__ \\ i'' 688.5 %�. / x / PR 1F "'/: i''/ / , /� 6- 1/------- DID '------__\�\^� x '" \ // '/ / TS DC ,_�x683.5 -3Pf %' I / 3 ENGO�FE TEP056A2-04-00-01900 LIMITS/` OGER S. AND LAURA NN./ _ _ _ / _ _ _ / DISTURB CE.1/TCHELL / \ , _ \ \ \ \ \ , \ _ _ _ DD / ' / , 1 / 10.49 4C. D.B. 2931, PG. 168 HJ D.B2830,PG. 78,83(PLAI) \ ED APPROXIMATE --- - - - -- �' -- - - -- / / /-_---v_--========__-� -/�� / / /' / /// N LOCATION OF _ - - TP SF _ o / �► RWSA BLOW -OFF x I ASSEMBLY �P STREAM . - . ...... / \ \ J \ 1 �� TREES \ \ '"// / --'j / / /---,,'' _ -\ -///' /- TP - - ,' x667.7 a/a /T -5.15 5�x664.9 / I t I I♦ I �I /' � � 11�` / �'` \ / - 672.5�_ �.\_ ,-'� �r TP _- / O / A / TREES r - i _ "9.5 E / L �-�3.31 /' _ / OP I P SEV�L AGE mil\ \'l,',/ .670.5 x669.6 \\ \\ 667.2 \`,/-/- 6 .4 / PG. 45 4t17�L�7�1 SF x %(69.6 IO 1 1 x --) / x 671.4 x6r1. , L ' 6�68.7 TREES � ' / , I \\ / y ffENSE 7 EES _ ` \ \ \ x 7.3 1 ` / \- --�-- _ --_ -- \\\ NN\ \- \ _ r GULL __ / (- I \ Ql\ I I 3i--__ _ _ l� s� -`\\ \ \\\\ ` II / \ x '� �- �i67.8 \-` DENSETRE �� \ 74.7 �W�( 1/PF _� _ \ \ \\ \\�i I 667 `/--------\ q ` \ \ \ �� QE CORNER - c - \ QIU I \ SOUTH 1.2' \ ` x\6726 - ` \\` \` _ \ J� 111 1 - : I �NC. _ _ =� \ ` LOCATION OF I2E p �� 1 / \l� \ ` TMP 056A2-?J2 0A Q1101� \ \ \>Q 1 _ / 1 I IjIORTkLD.8�7o-DENSE TREES - - - - - - ` - - \ R SA WATERLINE \ \ \ \ 1 O W I I N/F WILLIAM A. JR,, AND- - -� \ 6 9- \` - _ - 1 /R� ` - \ - - - - ` - - - - _ \ � \ TMP 056A� TERESA K. BLACK _ P 056A2. OP-B,�C:01106- _ - _ - - - - - - ` \ \ NXF PARKS T) ~ Qro 1 D.B. 1108, PG. 421_ 1 N�L AMA.-JR AND - - - - - �sHE ENC� IRE - _ 1 V6VEIOWNER 0/ %0 /�,60� / % �i j I 2m 1 ) I D B 1108 PG 2 - \ \ \ SHED - - - TREES \ � / - - ` , \ - h I I D.B. 29 , AT TECH C VILLAGE SOCJATION, z / ;k . I I LOT 11, BLOCKA - , _ - _ - - - - - I TMP f?13 + _ _ - - _ _ \ `D__320 , PG. 626 / V /� I J / / N O I BLUE RIDGE MOTOR 320, PG. 543 (PLAT) `� N/FXIU MEl XU� AN - ' ` _ �' - - IRFnu D.B. 1974, PG. 56,487 (� SCALE 1"=30' 0 30' 60' z v r'4t 0UTN 6;!;0off •0 CLINT W. yo iunS FFLET >� it LN 443 ic. 00 �4r� 0 8/17/22 Z�0 �.0 .0 ♦ A L L� InU) o 1.2 O W U W O � U O w d W ti UN W DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=30' W Lu W = a Q a a J /Q zrD O > O J U O I w z CC LCU G M W I -I �/�,/ _1 (M LuLu M ur) 1__1 O I -I U 0. o D w JOB NO. 38593 SHEET NO. 2F(2) L EROSION CONTROL LEGEND F� \ \ - - \ \ FENCE\I ~ ~<�� qp�2>os /Nc \ \ ryRF�SCrCy� \ �%7t �LTN ��i �,� CR c \ / FNC. 0.6' \� /�' pop Po \ \ r�Q. /: ,y p \ % \ /'J iI >• m LIMITS OF CLEARING AND GRADING 2FTSQU \ \ ) ` \ �. G' 4V SOIL INFORMATION ERR FE l / \ i \\~` \ \ \ \ CLINT W. �o DRAINAGE DIVIDE - \ �S'/.r, O�/T \ \ — — (r f 4pN C'9TFR \ \\\\\ — ` i� Lie. IV 44310 �4 CE CONSTRUCTION ENTRANCE 3.02 ` ``\ ` ` AV UL \ - \ 5 \ LIMITS OF ,• ��O♦NN�� ,,, / DISTURBANCE _ CRS CONSTRUCTION ROAD STABILIZATION 3.03 / / c� / / C \ \ I ' \ ` , \ \ \ \ \ 10.49 AC. \ \00 SF �(< SILT FENCE 3.05 / / \ \ �% / \ ' �\ le 12� - — — nO MH — SCALE 1 "=30' E IP INLET PROTECTION 3.07 / / \ \1 I \ \I - \�?>— — w v E O \ \ I \ \ \ N \ \ \ \ \ o q W N 3 DD DIVERSION DIKE 3.09 \ \ \ II \\ / 1 I \ \ \ \ \_ Z \ \ O O/ _ W \ 30' 60' o a a. T, 3 \ \ �N \ \ \ d' W J L M V 00 Z SB SEDIMENT BASIN 3.14 \ \ \ / \\ \ - _ ` \ \ �1� \ ` \ w w - � O TS TEMPORARY SEEDING 3.31ss ASPHALT \\I ` // \`\ 72j -_- '_\-____ \\ �`��\�\I\\\�\\ \,9��\\\ `- 3O�x VVi \ 7 v 722- I w PS PERMANENT SEEDING 3.32 ,� \\ P� 11 /\ \ \ nN �� \ I s'9� \ �\ / \ I� \ _ _ \ �r'p \ .L V > O W om MU MULCHING 3.35 \/% \ ��8 �� QJ // I \\ \ \\ // -\ \ \ /// r,' / J/ l 721 \ \ v_— \\\�� F wM w U BM 77 / 1 \ ow 2 O BLANKET MATTING 3.36 // j MIV \ - \ , / / \ TP TREE PRESERVATION FENCE 3.38 vi TP w DC DUST CONTROL 3.39 \ / / �V I P N. jNq x to `QJ� OQc�� \ L �2j \\ \ \ \ \ _ _72� (� I ` \ \' / 71a /_717- -/ CONTRACT T mi \ - \ \ / / \ SF �ITAND DERI NE / 7 �2 - _ _ - -\ -724- ' I \ I I / - / / / \ \• N AND LOP"V% 1 , / ,� - I \ _ _ _ - _ _ , 717 , / /� ' W F OFT Iq+E�� I / // ' r GRAVE¢, \ \ \. ��' l / \ / X O ® \\ \ j \ / Q' ' I\\\ \ \2� \ r 1 Illy DATE IP 911012020 If O h\ / } DRAWN BY o I /r �� \ \\�✓ \ \ \ \ \C \ \ �- / r I S \ \ ' ' // % / I C. GAYNER 716 1 RUINS \ \ \ \ \ / / ^ \ / ' 6 - DESIGNED BY \ / / / \ ` / / I / 1 715� l ` \ \ / / /715 / I - •• C. SHIFFLETT ASPHALT 1 — / I` \ �\�l ' �> C/S\ \ / l/ />� N \ / I -/- \ \ PARKING I P // // I \ \ \ \ \ \ �� \ \ / \ - / / / �� I ' • CHECKED BY '' • C. KOTARSKI /- \ � SCALE \\�l - - \` _ 1 \ FLL/S \ �\ a \ , 4 ^� - • 1" = 30' 874 O a°Pvc A�I \ EXIST. RAN 115- /Rpv'OJ t?D / + / / ,/ / / 6ARSE PAVEM NT / d / \ \_ CONTRA¢TOR TO TEST '/ /c� ' r,'n`V \ IF, PIT AN DETERMINE / /' M / / / 1 ' DEPTH AND LOCATIO0CL OFT4LINE`_-_ �1— / l / % l l r' l GRAVEL l l l ' l l l ^ - \ �`p / / I P QB R�Vq W ULT `' 2� Ri i �t /Lu „ _-I Qg 43)3 2, DG >> �. B-01 / _ - / PARSE PAVENIE NT , / / / /�i / / / ! I / \ / ail \ / I I \ a l 3 3// S ARSEPAVE EN�I / 1 /\ / I/♦ PG Lu 23j 3�p�r`�- / / / n% C/5/ //7�T �YALLC - - — 24> % I�t C4gZE7 �3 Tq -- I / / / //l / x� / l F L/ / \ l I Z (PLATJ LI@/�R I_= (sfR-;'401 \ \` `�'` / l , l l / �'i/ ,1'\'l/ /! / �j� / '`� l L4poNsrR� / J /l /' / \ ��\\ ! I W Q I, o YAVE /'T % , / / / , , n \, I'l/ip FFr ` / / — \ '�v _ I / I I CE / �I / , / ^\ / // /U/1ppFly `/ / \ / // � \ \\ a T� �2--� P- C l 11 /' ' / / / l /// -710 — / / / ^ < — _ \ \ /' D1 < Z mowl /' / / ' / / - / \ l / - - - -4 / / GRAVEL AREA 71t3� _ \ O$_ J_ - - _ ` \\ \ - _ - _ - - �\ i/Tj/jl/i \\� LL II ` 718 ^2�_707 7---�^1\I S;ARSE PA EMENT z SHED m U 14' SHARED 103 T I � a� m 1 � Lu ACCESS EASEMENT , / /, / _�_�- U Q :f�.. LLJ max, _ _ �'�fR s \_\ /' ��/� , . m 00 m o vw ---= _ _ = __ - ______ =� M I LI M ITS BF / i '.... .. , ��#\ .. / 1 10 , / �!/i�i Lu Z l ' / V / DISTURBANCE= , // , / \ 1 :':::� /' .� / / '\ ,`...;..'.. _ \ \ / // - �1�� 10.49 AC.. -----___GBLOCKBUILDING� (9I ../ .. ::: AANDONED) R! r)_ T� TP -off.. REFERENCE LINE- THIS SHEET / / I I I I i 1 / ��0p��° — 71 --/ / I I11 / I - ...7 /GARAGE oo EXIST. R/W CA _ _ _— 699 ^\\\700PROPOSED IOO/ LU FREE LINE 698'699TP N. jr DIENSE TREES' J 1 I / , , l , l /r •, \ l i / __ �� \ _-'__i/---___' / /- _ -7 / I Vj NI �^ \ \ / / /1 / / /,—�,� / /' ' , / ' .•....'�._ - / 1 JOB NO. 38593 .............. � ./.. .. :.:.:.:......y. `._....:`:.^.�.:.'...� _ SHEET NO. KEY PLAN om / / - - / ,' ,' , / \ /' REFERENCE LINE- THIS SHEET 2G(1) L L 1 1 F\ f 7\\ JNN/I I \ // \ gkAVELAREA I \� F I \\ NN Rh \ ASPHALT 1 09 _ _ 7708 � - - , - --70-7 7o 0 — T _ _ -r -710- - - - - - - - - - ----- _ _ _ _ _ _- ---------- ---- - _----�-_- ----- - --- ---- -- --- 705 ---------------- (/ _-'E -705 =� = = = = - _ - - -_ -- -- = 7pr_ = = — _ -_ — E3X�4 IfQM _ - - _ _- _ _- _- _ _ _ _ _ - QF TREES ---_ /' --_ (/f/ - \ DENSE TREES \ / DENSE TREES 690 69 KEY PLAN \ �\ ^ Ico co \ \ \ ` \ \ 1 \ I 1 // I I / / I �°� \ \ \\ 1 _ _ - \ , CONTRACTO ERMINE R TO TEST �DET� ----' /'R- - — - - DEPTH AND LOCATION \ I 1 \ I I I \ I rn ti \ I ' \ cOo\ 1\ 90 I - - - - ' _ `/ - - '-686',��-----= i - - \ ` \ / / OF THE LINE h\ \ \ \ 1\ I I 1 \I � I I\\ 1 \I i \ rn \ I / • I / \ 0$ �Inp /\ /` — — — r - -R \\ -6g4- EA 1p ou I , / / / \ \\ � \\ \ N\ \ \ / APPROX. LOC, py / ^ ' ' \ E� — SPN 6d6O 6� , HILL TOP STR ETEXISTING SAN o\ i N \ / / / / ii-�ro _ \ 6� ? \ , / o \� 40' R/W 6 D. B. 2830, PG. 78, 3 (PLATW ER MANH '9— AWAO' 6'i9 / 6' 6� I \ 6� 1 I I � \�s ` _ - - / / "� 1 6' , / �SANI- -c9w� / `9i I 6'Oj / 6&o 1 6� ao \ \ ..!. - �P\W\ \ \ —WALK mm _ _ _ IP EROSION CONTROL LEGEND i1��i / / / I L �691 \\ \ \ / ( QI -ARC 06 ' / ' �/ B� LIMITS OF CLEARING AND GRADING E NSYO O lLL TO STREE i \ 1/\ �\ /t I 5 EDE lC E OR UAl E I \ 1 \ t li \ 0� rn - SOIL INFORMATION ' 7p7'---=__-_=-/ UP b AA�O ,69 Y -6 / I WE 8 932, P 1, 693 4A I 64i ! (P L 07 III II // DRAINAGE DIVIDE 1--' 6 _ 6g -- =705:: �/ /I>----- --- j - / / \\ \\ \\ \\\ \\ \ �\ E 1 G - CONSTRUCTION ENTRANCE 3.02 _ _.0 / / I '_ _GRAVEL AREA 4 ' G / / / / l / / / / / /100� //'' / / 691''\ , , / / _ \I Q /, / / / / / / / / /' /® \ \ \ \ \\ \\ 1 - \ \ 11 I T �6�� /1 \ \ l _ , \\ I I CONSTRUCTION ROAD STABILIZATION 3.03 703 / /,' // fl COS \\ ��\\\\\\\\ \\ \ \� \ \\\I\ \��^ / SFi� SILT FENCE 3.05 ' _702`- _ _ _ 690 - / �\ \\ 6 / IP INLET PROTECTION 3.07 0 / / _ _ _ _ _ _ _ \ \\ , f - O DIVERSION DIKE 3.09 695 100 SHED \ / � SEDIMENT BASIN 3.14 i, /\ \t69Q GRAVELAREA \ //'/-,-91 `-IO6gg/ '/ , j9 -69J6S \\ / -6g3/ 1\\\� r \\\ \\ \ I LJ\ TEMPORARY SEEDING 3.31 698 \ MI^ 692 O PERMANENT SEEDING 3.32 96 //I II _ _ _ _ _ _ -f k-- 95� '/ i'� /� / 1 1 1 \_\---'/ // -\ _-__\ I II// I l I / I\\\ \ 'I MU - 6 � -' � /' � � \ 1/ \ \ \ ` � - _//, I � I I 11 , \\\ �� 1 \I / � MULCHING 3.35 - / � / / 6g1 � �/ - - � \ \\ \ \ = _ _ 695 _ - - - - - - - _ \-,/%\-'h 111 ' _ I I ! � I \ \�\ `1AI R- - BM BLANKET MATTING 3.36 ' --- ---_'/ _--_ / /_--`-- / I I 6l� \ 1 I TREE PRESERVATION FENCE 3.38 /jl I ti7 I ' 1 / ' ' \ z ,' // / / \ / / / ' / / / 4Y / /� I I / \ DUST CONTROL 3.39 14' SHARE{J ACCESS Z � -`_I f EASEMENT / / \ / LIMITS OF ' ffl - _ _ _ 6ZJ0� /QISTURBANCE= .. / I (- f 10.49 AC. 17 jTj _ �.. ............ ...... — _ _ _ _ / 14' SHARED ACCE,SS� / / /%%'/ %%' '' / \\ - - �f�QTE: ANY EXCESS SOIL MAY BE STORED �. ..... -_ -- -- / ON SITE - _ _ _ _ _ _ .. t.','.',!,'.','�,',',,'�,'.=.-... - '� - _ � _ - � / / /EASEMENT / II / /�� .%� - / / / " SITE Iid#LBCALON WITHIN THE LOD --_ -- -- .-...... ... .. .. .. ......... - _ - - / //„ // ' - - ; _ .....-r....... _ - - _ _ _ _ - _ —_ _ ,� _ / / � .� � _ - , UPSTREAM OF THE SEDIMENT BASIN. AREA N ST�V-------------- `'---_/ �`'-a\_� _ IP la I / / / / ' I / /j/ // - / / / MUST BE STABILIZED WITH TEMPORARY/PERMANENT SEEDING AND SILT /A ND FENCE FENCE WITH A MAX SIDE SLOPE OF 3:1. --------_- �� _ - --_ Fi$5_ -- --- _ _ ��// ENG0.9'\ ! -DEN ��R � / - - / - / I, - _ — - ....��\'• .'.'. 1 _ , F )SED / \ - ' _ _ - ' ..... .-.. TREEKNE__-'\\ 681 - -- 679 o Es -- - - - - ------ ------------'-- �' / _/ _-�q'j. — — — • 1 TREES i __�' cam\--_�' �- TP .'�y'. ' DENSE TREES'TREES op Tp - op 00 1)FENSETREES----- \\ , r- _ _ _-----� \ \ z GULL DENSETRE I \1 SCALEI"=30' II \i \ r`\`� �11 1 -. IIL�NC. \-- --'' 1\\ \ `\ 0 30' 60' jcv? Id 0.8--67pDENSE TREES J t4b46LTN ��,�` ? 4' lF0 : •0 CLINT W. y� ions FFLET >� i$ Lic. N 44310 77rr10 8/17/22 Z�,.,.0♦N�� G,,,, M E 0 �S N � N = > E w v E Lu Q LL , 3 p LL w0 -i V oMo Z w -m O rn (7 W N d W M 3 0 X U) w �i vry Z Z ~ 0 > p wM L U 00 O � a M O 0 x ti c� Lh 0 w rIj w Lu N Q \ z °p 0 Vt DATE 0 911012020 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. KOTARSKI • • SCALE 1"=30' w Lu z u) 0 w a Q J a Q J Q z O W H z J Z O U I LLJ J 2: Ln `Y Lu M W (y) coQ Q Lu M U) 06 0 O I --I U o Lu JOB NO. 38593 SHEET NO. 2G(2) L ♦644• o / \ \\\ �� 2'7s � USA, FF'voT `\ NOTE: FUTURE PHASES PROVIDED LEGEND: �64• 0,,, s LR ti WITH THE LIBRARY AVENUEo (� Q' \ FENCE �l \ C • LT N • P M C \ / O \ \ (Q 24 OIY0 q0 \ BUFFER STRIP PAVERS t- F 6 • Rot \\ \ \ " / • �r`SQ(/gR PROJECT DESIGN SUBMITTAL FOR CLINT W. 2. PROPANE CONCRETE PAVERS O r • Box/ \� \ a s �4q l � � � ;# ;, :; ` v S r r > • INFORMATIONAL PURPOSES. NOT �' (i'le F y \ , HEAVY DUTY ASPHALT • '�o,o s \ / \ \ Lic. N 54300 Gr • ,\ �� / \\\� �� T \` FOR CONSTRUCTION. 8/17/22 70 �N\1ri�ss� �f�•• °BNj97 \ \ \ CONCRETE SIDEWALK �r��.OApL•/�• , q M• ;'- s W i 'yy/fJ i y z HEAVY DUTY CONCRETE \\\\ Ilk -of _ N NjHSCALE 1 "=30' ¢ o / / ��\ \ \ \\ >E 0 30' 60' i- W .N 3 lO O \ \\\\ r�jj I QLt. p 3 tb a� Vin O S \ \ \ \ \ Z I aUll rv4 a_ ASPHALT / / / \ \ Ci ? F v U \\ 30�x U) GRATE 711.64 /N 6" VEPCO \ \ / )xs \ \ o a LL o /PVC 705.79 ROOF O \ ORA/N)OUT 15"RCP EASEMENT\/ • \ Y\ S 705.43 D.B. 386� 4 \ = U Q L, p W CHARLOTTE B. DAMMANN / _\ \ \ \ ~ c H AND SARA LEE BARNES \ �. \ N ^� W O / \ / /� Z / D.B. 4355 P. 10 D.B. 4355 P. 8�:0� °\ \ \ v M a V 13 PLAT D.B. 324 P. 92 PLAT 00 w 2 D.B. 833 P. 3 D.B. 3868 P. 414 / 18 LM / VEPCO D.B. 4049 P. 138 0.27 ACRES TMP#56A2-01-71D pj p O \ x / IGRA TE 708.47 IN 15" c )2xS RCP 699.96 OUT 15" RCP 699.67 19 rIj z °p ODATE P/EDNr0NT REALTYHOLD/NGS Ill, LLC � \ \ \ \ l jD..B.4355P.13PLATD.B.4667P.66D.B.4046P.496 9�j 0�2020 PLAT O.B. 3686 P. 575, 586 PLAT D.B. 4696 P. 640 / \ // \ \ 0 COUNTYOFALB D.B.4426P 590 CABLE OB.4302 P. 185 VEPCO D.B. 4233 P 206 CABLED B. DRAWN BY 4222 P. C �' / \ \ \ / ti \ a \ \ 199 VEPCO D.B. 4186 P 629 EASEMENTS D B.4 066 P. '9e �% \ \ m O 250 VEPCO D.B. 3871 P 244 TELEPHONED 8 C. GAYNER / 487 VEPCO 0.45ACRES (GIS) TMP S6A2-01-70 St426 \ / / g�t ` / \� \ \ \ \ I o I DESIGNED BY / �/\ r \ or \ \ \ \ \ \ \ \ +00 \ 1 • C. SHIFFLETT / ASPHALT j / // \� \ \ \ \ N • PARKING I / / / / l \ \ l 1 • CHECKED BY 74xS0 _ — • C. KOTARSKI c 1 • • SCALE 1 _ S+pO SAN — • 1.. = 30' PIEDMONTPLACE — #2025 4"PVC CD l p I / / j \ 9TFROU STREET g \ `\ 15+50 2025 L/BRARYAVENUE (u/v, 16+0 s • EXIST. R/W / Ica / FNFO \ / \ \ / J 0 wAL� W OB B212PV91/4-8 ----- y f� — � Jo 43j3 PG G ,>41 % / --lCROZETgV+TOT LU 240 r y 4 ONSTR I Lu LU 7— ) 10 00 . s o�� FFT (UNOpFNF� 0+5 1p =$ cc S LL EXISTR/W C11 — W4ZR +0 p w — 1 L z Z \ �� 1 \ \ \ \ \ \ GRAVEL AREA I �� 1 j \ � ASPHALT -R- DENSE TREES DENSE TREES CSX TRANSPORTATION, INC. (TRACK MAP V2-115) NOTE: FUTURE PHASES PROVIDED LEGEND: WITH THE LIBRARY AVENUE BUFFER STRIP PAVERS PROJECT DESIGN SUBMITTAL FOR CONCRETE PAVERS INFORMATIONAL PURPOSES. NOT FOR CONSTRUCTION. HEAVY DUTY ASPHALT 50' CONCRETE SIDEWALK HEAVY DUTY CONCRETE —R DENSE TREES INt:Lb � t �LTN 6;!;o0ky CLINT W. y� S FFLET >� Li�. n t�3oo �4� 8/17/22 -�- - mE N U N C DENSE TREES > E v E w w w 3 ¢ LL i 3 % W O w 0 m I j V20 Z p N Q 0 (LAU � a I w v L? 3o'x U) W K) �----- ti N N Z Z - x">� ow _' ^ U -R s > o L U a Q/ I ow 2 I I I 0 W „W„--/, D FOR FUTURE TOP STREET TO R PUBLIC USE 'THE COUNTY 1, 693 (PLAT) PLA 25+50 L F W N 26+00 26+ 0 HILL 40 R up _ D.B. 2830, PG. Z 0 V) DATE WALK 911012020 X— " O / } DRAWN BY I C. GAYNER / • DESIGNED BY / C. SHIFFLETT •• CHECKED BY l • C. KOTARSKI / • • SCALE 1"=30' W u, W I � I > L�J Q Q d W Q cl� Fy D Z ` (D D \ 163,�0 82(PLAY) \ FENCE SJ \ p7Cy, \ \ ��NN• \ 5.72, N/FCOUNTY \ E \ NC. 0.6' \ \ (SR DRp NOTE: �mLTN �• ;:; \ \ VIRGIN/ \ \ T �\ 240/ -4D \ \ THE ENTIRETY OF THE FOLLOWING PARCELS r t-� /1F �� \ \\ D.B. 4185, PG. 27 \ \\ ` l ' / ��,, _ \ \ \ SHALL BE WITHIN A TEMPORARY CONSTRUCTION 185, PG. 287(PLA) \ \ FE l \ \�� ;-;;` \ \ \ EASEMENT FOR GRADING, UTILITY INSTALLATION r�' �(,� yy \ � &RELOCATION AND OTHER CONSTRUCTION CLINT W. y. ACTIVITIES AS INDICATED IN THIS PLAN: Vn S FFLET > TM 056A2-01-00-071BO • / Fq 7j \ \ { \ TM 056A2-01-00-07100 �'� Lic. IV . S13s0 4V oroi i \ TMP 056A2-01-00 02500_ s,� W \` _ • O 8/17/22 ` ;;;�:,,yy.'%O'A L �.•• �`� 00 Po1#** -too ao T�JP056A2-01-00,071D0 \1 I / / \ \ \\ \\ \Z2>- SCALE1"=30' > E \ \ \\ s /N/F CHARLOTTE B I { \ \ \ \ I N \ �� \ N \ \ \ — w °' E \ / \ DAMMAN AND SARA \ N 1. w \ �\ - , - -0 30' 60, \ / Lu LE�FRIZZELL \ / I \ yl / 1 �` R �\\ m' ~ LL 1 3 83Z G. 3 1 \ 00� l \ ' 7v7i � \ r � ro � \ \ � � � m � LL � n � Lu , LOT3\\ /1 \\ ?r \�`� \\ �� \\ 1\\\\ \ Z 1 w�v� O It ASPHALT \ { \ \ 7 Z 1 / \ \ >9 Z O W N v .. GRATEll711.64 /N 6" 1 /cPCO \ / \ / \ '\ \ \ '. . \ - - - -722 - I \ (/ \ \ \ _ O a w \ PVC 70579(ROOF `/ \ / 1 S 4\,,� I ` _ \ S% DRAIN OUT 15"RCP EAS ENT \/ • \ y I \ 1 I �� \\ d' ai p !n D.B. 31168 P. /�\ \ �\ I / \ \ \ 1 \ I _ ` C \ c LL \ \114 \ / \ /__>N zp W u� 2 _Jl rH a v OS 01-00-071A ) s � \ � \ , � / { / \ � — _ � Ill t o w 2 RLOTTEB. /l1\\ \\ \ , /// , , � \ \ _,\ 00 AN AND SARI✓ l // \ \ 1 S \ \ / / \ / /' I \ / 11 \ /[' `may U l�F FRIZZELL RATE 708.47 /N 115" 1 \ �\ \ D 833, PG. 3 { % / /01 { / \ \ \ \ \ 236 \ ` \ \ / / , , / / RCP 699.96 OUT 1 4" I � D. B.�3y4, PG. 90 /9/2 ♦G Q/ \ \ I \ \ \ rn \ \ _ 1 , , - ` \ _ , - \ \ , / \ I y \ p w / NP 699.67 1 \ sn (PLAT) l Q� � — 725 I 1 -\ `OT6/ QJpIV �. \ I I { �`\ \ / I / 71s \ / _ UN \/ // ' \\�� \\ \ \ p/I \ �sr \ S 234 \ \ I // ,'/ / I 71\ \ 0 � ?S'tT, 1 \ 1 / Qp, \ ✓ �/ - - 235 -� _ _ _ 233 =\ -724-\p \ \ 1 / \ \ \ /{\ G�� Y/ { 2\ I \II / --__- / 117 // I�/ \\\ ~ N / O G \\ / 0� // { 7 I W N / C�lpn�y2\sa ?U6, \ / �. \ \ \ 232 w GRAVE¢ \ y Q / \ \ \ \ �• \ — ` u / \ l / I ,' r a ��ryQ/ /�\\\\ / Illy ,' / I // ' Z \ // I / in DATE I l l - ' \ \ 7 . l / / ' \ \ ♦ . V� \ , / l I 911012020 1 I / // Cqe \I /rr �\ \ I \v \\ / \ \ \\ \ ♦\ `\\ // m) O// > DRAWN BY 716 C.GAYNER 1 _ - /,1 i DESIGNED BY 1 TMP 056A2-01-Od-07000 T \ / RUINS \ \ \ \ \ \ / / / / / / ! / i I N/F ELEFTERIbS K — — 715 — \ l ` \ \ / , Ob 715 1 VASSAL¢S ASPHALT / // j� / \ ' �� \ \ C/S\ a a { I J _/- \ 1 I I • C. SHIFFLETT I D.B. 4355, PG. 16 PARKING / // j' I \ \ / `'� \ \ \ \ \ / ` - / / _ '6 . JI 11� ' / / / \ / _ I / / t •• CHECKED BY % - � D.B. 4355, PG. 10, 13 �/ { / / / { I , { II \ \ \ / _ \ / \ \ \ \/ r (PLFjT) C. KOTARSKI I I D.B. 4-04 P 49 9� \ { / / 1 \ \ { \ \ - - '^y`1/ / / ♦ �s / , ...° - \ \ ` ---' • --- - - t • • SCALE F<</sp 1 " = 30' /VAR \ \ 4•PVc Dl / 1/ / / 1 TFRp FFT \ N l S / / - �I \\ / 40,pUe UTF>2> �� {/h/ , 1 / �. / ¢22 IA§PHALT// I +///(UUpP�C�I CD7// �/l / /l SfARSEPAVEM/ENT /r \ fT \ �F , _ / l 1' / / - 9 :a, /l/ff n _ • IN M�j / { / // { / � / / _ � . — � / /^ _ n v — ' _ � ` — _— / ,.-;. • 226 \ i cc,G��—1 rf % { { / { CL GRAVEL l l l/ l '—lam /� y/ \ a arQ' �' /' �' `\ / Lu �Vq> (/F I115 ` �-_Iy °/ ULT '{PARSEPAVEME�T '' { l l -/ // _.\ -- --- ,- - -- 25 I 3/A -I - m -+ -- �___ �/ I / / S ARSE PAVE ENT I _ S 3)63t T-3�/-- I \ / l { /l { % M / / ^ / / C/5/ /ITT. WALL\( CR'�ZET \ 6' 11' R ) 10Lu \ / �/ I� %� 240 I 0 1 I / / / / { / / / / 1 % S , r ` I' 40'H,/D TRFF/, / / /_ i \ \ — ` aca Qn --- _ _ > z -710 KIST. R/W 1 ' l q WQ� —t P ~ S 11+p0 / - - _ _ - / // / / / / / ° I \ , l / - - - - - - ' / / / / f / GRAVEL AREA 710 — �^� / \ t Q / ASPHALT L /r / J/r^—F i' _5'a. { I ,' /ti / // /' / __----i�i� i \ �\_ .710 f a 1ri.za'' / 307 / 708- �� \ / 'yam, 7� 308 306 ,.. 1,\5 o' / , 0 / / / �; - / - _ ,T�'-�\ ` �\ \ \\ \ �/ W _..-.. .. ..__� / 1 1 // / _ 13 /{ SI ARSE AA EMENT j j �/ / 0 / �� 'V / 707� y< �, / `\_GR t Q f --'1\ 7/•�.._ 719 / 0 I l \ 1 _ l E z EP $/(5 197T { / '�\ -71 \ / \7p6 \\` \ ♦�\J-�_---- ✓ r \_ \ \ Al Q I 717.31' E \ / _ ry 7\ 309 \ �l / 1 / i. .L-� / l / ,' \\ 110 �/' jam'L \\\\\/t___ --� a l___ > I —I /TMP 056A2-01-00-a1500 - � \ a � _ � \ I / I •` / / / / — �\r � � 10 �i�. , ; - _ � \ \ / N/FCHARLESR. lTT / ♦� / \\_ \ 11�\ / 0 -'I--/��'� ��'-----' 11 1 JR. AND HERBE��jT A. " ♦ i S k k A 13+ jj 0 PICKFORD, TRUSITEES / S (� �.;.. { — 1 — T \\ , '� SHED c _ ' O FOR \\_ 310 / , —T--I / TABOR PRESBYTERIAN TMP 056A2-01-00-016A0 ' / ` / / / -' / 1 �� _ \ ' - Z CHURCH \ \ / / / �' ` A SHARED I / 03 \ f t� ' _ ' I I I I D.B. 1770, PG. 367 THE SQUARE, LLC \ 21� - 14 I , ,.•. h / • • \ ACCESS EASEMENT i ! / / / / \\\\ \\\/�.��'.'f _ —_—' ' ^ <ct� Q I l / DB. 4708, PG. 37 /'. \* / _ _ \ - \ �1�i�i ^ u I { D.B. 145, PG. 231 TEMPORARY / h \ , ' % r* w I I (PLAT) ' D.B. 3077, PG. 205 CONSTRUCTION / �/ y / TEMPORARY ,•,•,0„�,` - - N I / ��\ �____-�i.�� a _ ' � 00 \ ? - - _ D.B. 3013, PG. 138 (PL/ , ► ......... . CONSTRUCTION - - - - - - I 102 ` ' - _ ��1i r - ` J Z 1 1 { ( ) EASEMENT _ ►�' / \.. '��ii Q PARCEL 004 ► I'.'.'.'.'.' 1 I � 0.8890AC. / � 1 EASEMENT I I I { I (PARCEL 005) • rri - - OCK BUILDINGF �Irrll 1�0L(ABANDONED j l l 1 / � \•��'.'. -r- 700 REFERENCE LINE- THIS SHEET \ — — — — / GARAGE { / ,' / \ I 1 L I I i , , l � - _ - - _ EXIST. R/bV I I I I l l / // �00 / \ 699 T00 / g 1 I I I TMP ¢56A2-02-0A-g0100 a PROFSOSED , Jo I i� W 1 I T E SQUARE, LC / - - fop 0. \ �REELINE / I -- r / I / I HI 4 / /' / / / /^ -69 _-_ �\ // I Q I / / / / I I I I I C).B. 5395, PG.168 / / / / / ,' /I 8 - _ l // \- '699- _ _ \ \ ♦ \ - - ' 'i \ \ 1 .1- . . - . - — j _ I Q CO / QB. 351'2, PG.1557 / , / l , / \ - - - / I �� D.B1275,/P�G.310(PLAT) / LOT 7, BLQCKA _j I I BLUE 1k1DGE MOT R 1 I _ � _ J COMPA`VYSU8DIVIZIU1 l \ _- \ 1 \ ' p, 1 ARCEL/0061 DENSE TREES' /1/ \ \ i ' ' I I / ,6� l / `, - = I I 11 iQ � ' / / � 1 1 (� l 7 , l / l / / / r ' \ , •,',•,', ,c1TNErA - (- /AQ�JOB NO. t — ................ 38593 ..................... / / / I T — / r ' SHEET N0. KEY PLAN °/ / I �_�' I / �/' ,' /' ,-'�� \ / REFERENCE LINE -THIS SHEET I __`_;:;:' 4A L / I I I \ I 9 4VEL AREA �^ \ ASPHALT \ ' l TMP 056A2-01-00-0250� `. \ ` y / l \ CPOZET NEW TOWN 1 It/ \ / o� ASSOCIATESLLC \\ D. ¢s 4565, PG. 223, 223 (PLAIT) \ \ \ \ \ D.B. 163, PG. 103, 104 (PLAT), \ \ / , \ 1.780 AC. \ 1 (PARCEL 003) / - - 706� ====-705— ____--_—_—________�===£3X_ 1I4S2QRAII@/iIYC— _ —_—_=— — _____----'___-- ___ _ __70 ACKIb%4P#/1= ---_ ` III I\\ ! TEMPORARY CONSTRUCTION EASEMENT CHA NELC I/( I 1 I RELOCATE POWER POLE AS — i _ _ _ \ ` \ GHANNEL 2 ` — — 690 — , 689 / \ N/ n /NECESSARY. COORDINATE /" ` - _ , _ \— _ _ _ _ \ 1 \ \Va1 o \ 1 \ ` ' I \m ! WITH DOMINION POWER KEY PLAN o \ to, III 00 co 20' PUBLIC 1 687 ` _ _ ' - - _ \ II\ 1 //I �/ ' o coo \ DRAIN.'— _—'— \ ___---' _EX. 12"RINSAW/L r' — _` EASEMENT RELOCATE POWER P AS C-ESSAR-Y-COORDINATEI rn ti \ I / / �\ \ 9� - _ - - ' POWAS I ` \ / TMP 056A2-04-00 041 I \ / , I 60g r. llIN DOMINION POWER — — j - N/F MATTHE I ' ` I 1 \ \\ / 1 9h — \ _ CO �° \ / STRAATMAN \ \ 1 ! \ \ I 6 I -� I TM 056A2-04-00-04800 D.B. 3227, PG. 33 6 20' PUBLIC CHANNEL E ` DRAIN. - -684 _ N/F ARA L. BEUSCHER D.B. 2932, PG. 6 1, 6$ //, EASEMENT - - .B. 4220, PG. I (PLAT) 1 _ _ _\ t ' / I I / 1 / \ I 21 _ _ _ ► G. 621. 693 (PLA) PG. - - \ S S / \ - - ---- -- --- - — — I / _ _.. TEMPORARY `\ o� _ ` ° N TR. EASE. , \ t° i7..'-_ COS APPF 0 0 o \ I 1 N 2a _ 68 ScP \ 6j HILL TOPS ET 224 ` r` sEXIS o \ SE S I \ S — zoa � � 2�to6 � 5 .aa ao'RA/v sEw1 r\ o a w 21 \ GSA 6�1 rn I 6, v S c9 15 9 2�4 I \ � O- ' \ `23+Q __--- - - - - -J - S_ - / // DTH TMP 056A2-04-00-000 3 L % - / - - ' ' ' / / / /' / / /' _ - - - - __ _ / _ - - _ \ - - \ \ 0 \ \ \ o \ o I \ / A ESS R I I PUBLIC DRAIINAGE EASEMENT /7L'�:-----\ �' _ \ \\ 11_ �� o\ c� 1 / \ / / !/ \ I N/FPOWNERSA S CI 677 _3 TMP 056A2-04-00-02300 I < ' _ - _ RELOCATE POWER POLE AS \ J I ` \\ / I\ - / \ I / \ 1 - I D.B. 320 PG. 626 -708- - - - _ _ _ _ r I r / p EASEME PLAT) 700� ' �/ - i \ �90- ` \ \ \I \/ 1 / N/FSJ.ISAND. ALMARODE / I E.P� 4?� ( / - - \ I NECESSARY. COORDINATE I ` 1 �\ 1 I I 'D.B. 2848, PG. 438 D.B. 283 , PG. 78, 8 (1 / ' gV477, PG 423,E - r 699 - ' - , / / WITH DOMINION POWER ` / - - `\ \ I \ 1/ \ /l I 6g5 a I 1 ' D.B. 293 , PG. 621, 9c 7---------_ , / - / \\ \ 1 \ I I �/ \ / 6>6 D.B.283QPG.78,83(PLAT) 0 IY' y{{{; I \ _ 1 ll .'! / ` \ 1` \ I I II LOT23A PARCEL" .''Ali \ 706 \ I AMC ro \� _ _GRAVEL AREA�- ----' \ - / -1TOO M14rp /_ AN/FWINLLIAIYSOR.GORMAN / _- // ' �'' / 'yam'-_`--'D.6.3717,PG.537 / > - - - --- - Ill - I - / / / / / / r------�----------\ \ ` / \ \ \ \ \ p r D.B. 2830, PG. 78,83 / m -- \�� _7/ /- / /,' /' ' 1\ /- -_--- - -_ -_- - =-- \\ I �\ _ �w� \� 1\\`` 160 �e !I /' - - (PLAT) "�` / . - ' - ' / / ' / / / I ' '' - - _ .\\ , --_ \ I l /I / LOT;2 m --- --- \ 701'�— - i' '' -_- / / ,/ // l'i i'--------\\\\\\ I I �`� ';5'IDLF\VF 84"CMP\ \, Z '�� - - i i / / \ ♦ I ' / ) UNDEI;Gf OUND / / — — \ 700 / / , , / 1 /,/ i , _ _ _ -- 695_ _ \ \ \ \ I I /` _ TENTION I /D OUND C) ' SHED' — — ' / 9�' / // \ ,i/`��' ��------ \\ \\II\III\\ I I I STORAGE\PIKE��i t�LTN 000�,�` ��,•4V CLINT W. to S FFLET >� • �It. N 54380 �4* 8/17/22 ro.0004 0*0464%G,,,, M E 0 u N � N C > E v E w Q LL , 3 p LL w`mom O V oMo Z .. -n O o (7 W N V d W M 30-x U) o L U-)i vry > Z O Z W x wM L U 00 � � H 0 � d M O O x ti 0 W rlj � O J � a F \ Z O DATE in 0 , IN f 0 } 911012020 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. KOTARSKI / \ \ • • SCALE 1"=30' -T GRAVEL AREA \ / / ' 9 \ / — —IL' 96 - BY OY�I� \ \\ t / �\ I � ' � EWER MA Z -693 i I 698 / NT FOR , , / -_ 1 PROPOSED PERMANENT TMP 0542-04-00-02100 (n _ - _ _ DRAINAGE EASEN/F EMMETT DARIN ANM 692 COUNTY MAINNANCE SIMPSONN W f-697- \)/ JIMICHELLE SUE 696 - - - --- D.B.2761, PG. 291 'm _ 7 _ _ / ` I / I I \ \ \ 1 \ B-28317,\PG. 78, 83 (PLAT) Z iV ' \\` - ------ -' ' ` 1 _ _ - \ \ \ - - - I Ill l 111 ` \\ I. LOT21 T / -�-\�' -�/ \ ` \_ _ — 695_— Lu / I I PAR KS/DE ,V/L PH / D.B.2839yG5E 2 CAGIER / � Q 7Q83(PLAT 0 L6JJTMP O56A2-04-00-0200.0' / a N/FRY C. AND OLL Y D. rZZ / / / ' ' _ 0L� LZLRAC2E Q !14'SHAREQ ACCESS RCULAR GRATE INLET B. 2790, PG. 642 z EASEMENT PROPOSED PERMANENT 78,83 (PLAQ / DRAINAGE EASEMENT FOR LOT20 cn COUNTY MAINTENANCE HANNELB 1-4_..\\`-__fit ............. _ _ - -- _--- - - Q ' \ - E4' SHARED ACCE,SS ASEMENT /20'RIGHTOFWAYEASEMENy / D.B. 613, PG 156, 158 (PkA-f / / p '/ , ' / RIVANNA WATER AND SEWER AUTHORITY / p / U 0 ^� / SHED/AND FENCE - / z /' I L Z \ ` / - - _ - _ - - - - b - - - - - - - - - - - ' �'' / ' 102 EN 0.9' \ FM)5 056A2-04-00-0190 ' /U) Q Q - 683' ' G N/F ROGER S. A A / / u,� Lu 1 - - - PROPOSED / ` _ / _ - 682 _.r.' _ `6$0 , / _ I I i C MITC EL - o] R / \ - _ _ _ - - - T _ / �o f PROPOSED PERMANENT 168 - / M J Z TREE LyNE_ / \ ` / _ - 681 - - - - - - \.- - - _'_ _ i.'.'.'...'..'...... - - / ,. % / I / H, I Q I i \. _ / l 1 DRAINAGE EASEMENT FOR / g M /� �o \ N ' COUNTY MAINTENANCE - ' / UBLIC - ' ` , Q �79 CHANNELBIJ \r\ 6� _- `__- ------- - - - -- - -=c_= ✓ \� l \ R PPROXIMATE DRAINAGE, TI ----- �' / - - / - - --- ----- 675— ----- -----� I 101 EASEMENT FOR '- ---- -- -- - _ - _ _-__;' - - _ \/ _ Qr LOCATION OF \\ / _-------- - - - - // COUNTY TI / - - - - - - "\ 6� RW�SA BLOW -OFF - - - - - - - - \ - ~- , _ ` . .F _ / �,/6 A6 EMBLY MAINTENANCE i NOTE: _ _ - - - / _.._.._ _ V o/ THE ENTIRETY OF THE FOLLOWING PARCELS _ - - - -\- ' / ' ' / / ' ' - - - - ' - - - '�-"- 40 SHALL BE WITHIN A TEMPORARY CONSTRUCTION EASEMENT FOR GRADING, UTILITY INSTALLATION S & RELOCATION AND OTHER CONSTRUCTION , _ _ \ _ '\ / / ' ' / ' ' ' ' / - I I ' i ` D 1974 PEA h ACTIVITIES AS INDICATED IN THIS PLAN: - \ - ' ' �� ,' ' \ \ _ ' _ ` \) I' / /' `O 7 i/'LA71 _ _ ° TMP 056A2-01-00-071 BO _ �^ - \ \ '..` - � / , � ' / , � � - ' �� TMP 056A2-01-00 07100 ' l I' \ \ \ \ . �75 - ' - - I / ' / ` J I _ - - ' - - , / / I ' _.. �.. 400 TMP 056A2-01-00-02500 - I \ ` - _ - I - - - / _ - I 100 L. BABER� / \ , i / \ - ' ' _ _ _ - - - / / / ' ' / / _ _ / ' ' - " - ' - �65 _ _ _ _ /� - -!'-..- TEMPORARY / I �- � - r ' / ' ` - ` _ � - - % I CONSTRUCTION PG. 6 q TMP 056A2-02-0A 00900 ` / - r \ y - - - - - _ _ - _ \ . /' / l - ' " -� _ - _� _ - — _ �� l \ -__ E�SEMENT TIE TO EXISTING RACHELSHI \ ( \-----'�_-__---_------'�\\ -\ \ '' GULL _--- --' \`\\\ I GRADE OCKA I D.6.3539,PG.25\ _ -�---- - - \ ` \� \\\---\ / I / _ _ `� I I �` I _ Qh I ` ��` \ ` - \ \ _ - _ _ - JOB N0. MOTOR I D. B. 296, PG. 379 (PLA7) `5 Z I I \ ` \ 1 6E CORNER ' - - - - - - - - - c - - ' \ \ \ I \ - - lBDIVISION LOT 9, BLOCKA C� 41 \ I( I \ \ \ . - - / \ . \� \ \ 1 1 - F\ N _ \ ` APPROXIMATE \ 6 / 38593 BLUE RIDGE MOTOR-TMP-056A2-02-DA-01000 I I \ " \ \ _ \ J / 1 NC' - - _ _ _ - - _ _ _ _ _ - _ - LOCATION OF 12" I COMPANY SUBDIVISION N/F WILLIAMA. JR., AND , �M I / \� \ \ ` TMP 056A2-772bA 0110(3 \ \_ - \` _ % 1 I IYQRTl4 0'8�7 - _ - - - - - - - ' \ - LL - - - ` _ _ - SHEET N0. TERESA K. BLACK O I j N/F WILLIAMA. JR., AkD - -� f �� _ — 1 ` \ \ R SA WATERLINE 3 \ D.B. 1108, PG. 421 a j I - TERESA K. BLACK TMP 05RA2-04- VILLA E ` NXF PARKSlB�VILLAGE ` g r / 48 2 L �O_ yySt,\ PRE -DEVELOPMENT STORMWATER NARRATIVE: THE EXISTING DRAINAGE ON SITE CURRENTLY DRAINS TO THREE OUTFALL POINTS. PRE -DEVELOPED DA 1: DRAINS EAST TO EXISTING INLETS IN OAK STREET PRE -DEVELOPED DA 2: AREA INSIDE OF THE LOD THAT DRAINS TO THE SOUTHEAST TO AN EXISTING STREAM PRE -DEVELOPED DA 2B: AREA OUTSIDE OF THE LOD THAT DRAINS TO THE SOUTHEAST TO AN EXISTING STREAM PRE -DEVELOPED DA 3: DRAINS NORTH ACROSS THE EXISTING RAILROAD TRACKS PRE DEVELOPMENT LAND COVER DRAINAGE AREA NAME TOTAL AREA (AC) Impervious (AC) Pervious Solls(AC) Pervious Sorls(AC) ForestBSoils (AC) Forest DSoils (AC) Tc (MIN) CN DAl-West 1.06 0.83 0.20 0.03 0.00 0.00 6.0 90 DA2-Southeast 9.17 2.65 2.01 1.66 1.65 0.80 11.7 75 DA3-North 0.26 0.16 0.00 0.10 0.00 0.00 6.0 91 M W SCALE 1"=60' 0 60' 120' LEGEND: s s s s LIMITS OF DISTURBANCE PRE -DEVELOPED DA3 (NORTH): T `-,�, AREA = 0.26 ACRES TIC = 6.0 MIN. SHEET \ 1�\\\\ OUTFALL3---_— _ ---- —� �— `\V /8/ \ FLOW. a00 OF—�--- - — — ------ �----------- OFF LOW PRE DEVELOPED DA1 (WEST): `I)/ FSHEE LQW. �/ / / ! r \ \ 1 1 ��. I -) NI, / \ AREA = 1.06 ACRES / / / - - I / 1 \ \ TC = 6.0 MIN. \ /� ,/ I / o / \. _ \\ SHAL / W \ _ �\� \7 /� /+'ON �/ ) /� ,'-� I OF OW \ \ / \ \ 51iALC01Al�\\— UTFALL 1 / •� / PE TYP. I \ \ / \`� \ - \\ — k' / /'_ / I I I 1 \ \ �\ �� \ J J I�1 1 \ 1 I I r I now / I� , 11 — _ _ _ _ -\ \ PRE -DEVELOPED DA2A (SOUTHEAST): AREA = 9.2 ACRES- ,,/ICN=75 TC=11.7MIN. TR Lilo/I�----4�� /--. 1/1 ;1(f�,'rIKANSlfil�l LAW — 1 '� -- �/<;h1' 1 _ l , OFF�OW1 (TYP =yam /� 1 I >♦ i � , `G/ J, , , \TYPE (Tl'PI) MOM t` am JI L I , r - ` _ \ ; _ , / -,' , If PRE -DEVELOPED DA2B (SOUTHEAST): - ' - - / J /' k�- _ CNE 807.17 ACRES\\\r�l �\F-S -� ��TC=22.O MIN. ,.ter\ ` ! - \ ='I I//loft �__1' NIP SAM. 'tom / t / / t - - - - - - _ ? \ \v ' - - - I' \ ` __ ' I = }'_=--r_�-- \ CONCE - -- — — \ - i r__ _ V %FLOVV(F T 1 1 �- ---- _ -'// ,-'�- -__��j / -��_� �is'I �...—.—._.—._i/ I . i — I I �� \ I- am TRA SITION FFLOW\� E TYP. \ I 1 I �. ` _ - - 1 - _ �66 CHANNFL _ _ _ - --!!__.. — 1 _ \- sse_ / DRAINAGE DIVIDE TIME OF CONCENTRATE PATH f i / J , i 5bb / 1 / , J 1 1\ 11 \ \ 1 I 1 \ \ / I l \ 1 �t�LTN 000` i �: CLINT W. S FFLET >� • Lie. IV �13s0 �4� 8/17/22 F0.000NAL M E O U N � N C > E w a E I-U Q LL 3 p LL w 0 m o- W L M Q�_j U00 J — to co (7W NV W � Z ~ = x n aLL = o U-)= N N x v > t1On F a 0M E O1 N ul W M 00 M 0 x c� 0 0 w LU x Q z 0 W K 0 0 am O ce t9 LM DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED 3Y C. KOTARSKI SCALE 1"=60' Uj z w z � w LU Q z G Q z w E Q W~� Z J o U O J Ln<� 00 w z M Q LU M a o LU w UI LU JOB NO. 38593 SHEET NO. 7(1) 0 m 0 3 c a 9 0 0o C7 �Z .20 o � c E w E o a c m a- O 0 0 3 Z Z m 0" 22 o� �3 n d m 2 Y J N m o d� 12 0 = d� E m 06 a c �a 10 a 0 o a c m R 0 w 0 c o nE c E F_ L LEGEND: It It It It I = LIMITS OF POST -DEVELOPMENT STORMWATER NARRATIVE: DISTURBANCE THE PROPOSED DRAINAGE WILL DRAIN TO TWO OUTFALL POINTS. ALL AREA CURRENTLY DRAINING TO OUTFALL 3 WILL BE CAPTURED AND DETAINED IN THE ONSITE DRY POND. POST -DEVELOPED DA 1: DRAINS EAST TO EXISTING INLETS IN OAK STREET DRAINAGE DIVIDE POST -DEVELOPED DA 2A: DISTURBED, DETAINED AREA INSIDE OF THE LOD THAT DRAINS TO THE SOUTHEAST TO SCALE 'I'l THE PROPOSED DRY POND THAT OUTFALLS TO THE EXISTING STREAM POST -DEVELOPED DA 2B: UNDISTURBED, DETAINED AREA OUTSIDE OF THE LOD THAT DRAINS TO THE SOUTHEAST TIME OF TO THE PROPOSED DRY POND THAT OUTFALLS TO THE EXISTING STREAM 0 60, 120' • ---- CONCENTRATE PATH POST -DEVELOPED DA 2C: DISTURBED, UNDETAINED AREA INSIDE OF THE LOD THAT DRAINS SOUTHEAST TO THE J EXISTING STREAM. - - - _ POST DEVELOPMENT LAND COVER ro O zZ Sel lk MANAGED / N, TURF --_ \ / PARCEL TO BE - \ \ _ DEVELOPED IN / FUTURE _ PHASE -i L \ TRANSITION - \ 722OF FLOW - - -f- -_c CHANNEL FLOW \ - -_ '_- _ _ _ - - -- -_ __ _ _ TYPE (TYP.) _ _ __ =_ - � = -_- _=_ = _ _-=_=__ -__� = _ __ =_ 100'OFSHEET FLOW . i ,� \ \-� - / �r--'�r7�_ - ---- - ---- ----- - -- - - - \ / \ f 720 I // 1 \\\ -�I-- / / --- - ----- - -\ - \ w '4 - - .. i ��8 100' OF SHEET FLOW. TRANSITION I / ,. I I \ I �` I I / / J - - - - _-- - - - - -_ _ = = - / TYPE (TYP.) \\ / (/ TRANSITION i I SHALLOW \ ( / _ ' - - _ - _ - TRANSITION \ POST -DEVELOPED / \ �` \ \ o / - - \ \ / '�\�-� / OF FLOW 1`I CONCENTRATED r. o / - �l/ \ \ \ r TRANSITION I 1 I - - - OF FLOW DA1 (WEST): I \` - \ . \ o / / , _ _ - - I \ \ \ SHALLOW I 00 / ` AREA = 0.28 ACRES \ \ I OF FLOW y TYPE (TYP.) / \ \�\ FLOW (UNPAVED) \ \ I TYPE (TYP.) o \ \ \ \ \ . CONCENTRATED \ 7�I \ \ / \ O\ / MANAGED _o \ CN = 91 FLOW UNPAVED TYPE (TYP.) I , / / \\ \ \\ I I ' I / TURF - _ - \/ TIC = 6.0 MIN. , ��' \ % \ \ - \ \. / , (UNPAVED) \ Y / 1 �� \ \ �\�+ \ \ I \\/ \ I 1 I I I 1 I PARCEL TO BE _ = - \\ DEVELOPED IN / I S I I �I r / r N. �� / / \ ''C � ,� • . ( � �- 1 POST -DEVELOPED DA2A V / \ \ \ PHASE _� - - i Al I - DA-West 0.28 0.23 0.05 0.00 0.00 0.00 6.0 91 DA2A-Southeast Detained, Disturbed 8.63 3.07 2.38 3.17 0.00 0.00 12.5 81 DA2B-Southeast Detained, Undisturbed 7.17 2.15 1.33 2.87 0.63 0.20 19.9 so DA2C-Southeast Undetained, Disturbed 1.58 0.37 0.68 0.53 0.00 0.00 11.6 76 �t�LTN 000` �: CLINT W. 2� S FFLET >� Lie. IN t13s0 �4 8/17/22 rp.000NAL wN000G,,,, M E 0 u N � N = > E v E w Lu w w 3 Q LL 3 p LL w 0 m ¢_j U000 Z o - n .. O rn C7 Lu` "T a w 30V)x cva w o � Ln v ry Z O Z W x ~ 0 > nO p wM U 00 O � a M O O x ti c� UN 0 W � o °p z O DATE in 0 911012020 DRAWN BY C. GAYNER } • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. KOTARSKI �- \ \ 1 _ / ` // - 1 �� - - - - _ F_ - - SCALE l�j� \ . * - t y DISTURBED DE t \ \ I� / - _ _ - ° - - i TAINED (SOUTHEAST): , 1 \ \ AREA = 8.63 ACRES _ r / / /, / / •/� / � TRANSITION _ 77" .. - \ _/ a OF FLOW rG_ TC=12.5MIN. 1 / // / l l / r .` - ' // t/ TYPE / - - • • ,\j� _/'l SHALLOW _y I �" S - r / \ CONCENTRATED = \ _ _ - 0 LOW PAVED - �\ F (PAVED) � MANAGED TURF PARCEL TO BE _=11 DEVELOPED IN _ _ - / ^ / / r- / \ I I I / w FUTURE o W PHASE -/-- l ,� ' - i=-�-! / 1 / ' / i / ` \\ \ \ \ \ ' I - CW L_t Lu .. I1 OSTDEVELOPEDDA2B Q UNDISTURBED -DETAINED (SOUTHEAST): AREA = 7.17 ACRES MANAGED I p . % , / ' /i i CN=80 TURF ITT//// I / I / / I TIC = 19.9 MIN. / \ \ I I l l / / r / �- -- / ^• 1��fff\�� / - L' \�\\\ \ \o -- / l--\\-``/` - DEVELOPED IN \II�II/ 1 \ 0 \ I ---- -- / J- l / / / �_----/ --\ -�`. //'1 /\C-' -�/ -�/ /� i'^-\ / \\\ I `_ FUTURE ! F///G/ r I \`\\ i- ' i' i _ Q Lu PHASE _=---�\ �' - _ jow U Lu U) \ I / / / / BSI / � ` \ \ I � I' _ - /- i � / \ I / / _ _ _� _ .::!�N►::: .::. - ` <� � ''�sil" / - - , / � J - - - - air►.. / / � -'. - \ � j //, / / � _ _ _mil 1 - / �\ � ..... -,- / � - � Q If z / / _\= �� i% /- �i � � -/ice//j j � _ _ �\ _- \ � / _' /I _ _ - � .�I�r .. �� / , I , � LLJ / / / W m Lu l / I / l 1 i - - - - ' - ' ' i 'D� /RB -U I T S I - - �- i - - ' - - - - _ / i / 'r.- _ - - - - / I �,Alft.\66'1' - / �6� / i Q - - - - / /l// job ^/ M ....:......... _ ................. II _J / /67 66v O /, Lu TI f-. /' /-- 1 I ; I > x \ W 7. / _ _ - -- \� - - \=`r=\ - _ \� \' I 1 \ I\ Q - - \ , , I I I I I I I - - s• - ' �_ \ \\� - \� _ - r /j_ : - _ _ \ _ L _- _ - \ l I I ' � � I I I ( l If 666-_ 66/- / L7 __ ij If - _ - f / /' I I I , , I I \ \ \FJOB N0. 38593 I SHEET N0. 7(2) L SITE OUTFALL PEAK FLOW ANALYSIS PEAK FLOW RATE TOTAL RUNOFF DRAINAGE TO (CFS) AREA CN VOLUME AREA NAME (MIN) (AC) (ACFT) lYR 2YR 10 YR DA1-West 1.06 6.0 90 41 3.07 5.00 0.167 DA2-Southeast 9.17 11.7 75 _2 8.30 12.29 25.19 0.681 DA3-North 0.26 6.0 91 0.61 0.77 1.25 0.043 DA-West DA2A-Southeast Detained, Disturbed DA26-Southeast Detained, Undisturbed DA2C-Southeast Undetained, Disturbed 0.28 6.0 91 0.66 0.83 1.34 0.05 8.63 12.5 81 10.74 14.86 27.55 0.974 7.17 19.9 80 6.93 9.71 18.35 0.769 1.58 11.6 76 1.53 2.23 4.49 0.139 COMBINED FLOW FOR OUTFALL 1 (WEST) 0.66 0.83 1.34 COMBINED FLOW FOR OUTFALL 2 (SOUTHEAST) 1 9.30 20.48 39.98 OUTFALLI CHANNEL PROTECTION (ENERGY BALANCE) -1 YR Q1 YR POST-DEV TOTAL = IF* (Ql YR PRE-DEV * RV, YR PRE-DEV)/RV1YR POST-DEV 0.66 CFS :5 0.80 *( 2.41 * 0.167 )/ 0.05 0.66 CFS <- 6.44 CFS OK FLOOD PROTECTION - 10 YR Q10 YR POST-DEV TOTAL Q10 YR PRE-DEV 1.34 CFS <- 5.00 CFS 1.34 CFS <_ 5.00 CFS OK OUTFALL2 CHANNEL PROTECTION (ENERGYBALANCE)-1YR QIYRPRE-DEV * RV1 YRPRE-DEV QI YR POST-DEV TOTAL = IF * + Q1YR-UNDISTURBED RV1YR POST-DEV 9.30 CFS <- 0.80 * ( 8.30 * 0.681 ) / 1.113 9.30 CFS <- 10.99 CFS OK FLOOD PROTECTION- 10 YR Q10 YR POST-DEVTOTAL = Q10YR PRE-DEV 39.98 CFS <_ 25.19 CFS + 18.35 39.98 CFS <- 43.54 CFS OK s/ .Yia000 i �I j.1al� II 1111111 N 11 Y 11411111/11111111111114111114041 1444, P 1/111111/1/1a# a s, 11/11' 11/1/01/0 4 /1111111 �1111//111/1 1111 111111111111 1/1 ' 1111111 �111 �111j r. /111 /111+111 1,. 1 /111111111 / ®�� 14/1/1111//1 / 1 , �• 1 /111/1f111 / i / 1 1611 /16' HOLES AS SHOWN LD (TYP.) -1 1/2- X 1 1/2' X 1/4' STEEL ANGLE (TYP.) 1 1/2- X 1/4- STEEL STOCK WELDED TO BASE AS SHOWN GENERAL NOTES FOR TRASH RACK 1. STEEL TO CONFORM TO ASTM A-36. 2. ALL SURFACES OF TRASH RACK(S) MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION. 3. TRASH RACK(S) TO BE FASTENED TO WALL WITH 1/2" MASONRY ANCHORS. TRASH RACK(S) TO BE REMOVABLE. 4. TRASH RACK(S) TO BE CENTERED HORIZONTALLY OVER THE OPENING. 5. FABRICATOR MAY MODIFY COMPONENTS OF TRASH RACK FRAME TO IMPROVE CONSTRUCTABIUTY OF TRASH RACK. MODIFICATIONS MUST BE APPROVED BY MGDPS PRIOR TORIFICE TRASH RACK DETAIL DETAIL TAKEN FROM MONTGOMERY COUNTY, MD WATER RESOURCES SPECIFICATIONS + 6.93 DETENTION SYSTEM INSPECTION/MAINTENANCE SCHEDULE 1. INSPECT PIPE SYSTEM BOTH UPSTREAM AND DOWNSTREAM OF THE WEIR PLATE CONTROL STRUCTURE FOR SEDIMENT BUILD UP ON A YEARLY BASIS. 2. INSPECT WEIR PLATE CONTROL STRUCTURE FOR CLOGGED ORIFICES ON A YEARLY BASIS.IF ANY CONTROL ORIFICES ARE CLOGGED REMOVE DEBRIS 3. IF MEASURED SEDIMENT BUILD UP EXCEEDS 20% OF THE PIPE DIAMETER. THE SYSTEM SHALL BE CLEANED VIA A VACUUM TRUCK OR MANUAL METHODS. ENERGY POSTFLOW BALANCE ALLOWED PER PROVEMENT ENERGVBALANCE 4.06 WATER QUALITY CALCULATIONS: SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR REDEVELOPMENT (SEE CALC. BOOK)-. DISTURBED AREA: 10.49 ACRES PRE -DEVELOPMENT LAND COVER: B SOILS: D SOILS: 1.65 AC UNDISTURBED FOREST AND OPEN SPACE 2.61 AC TURF 0.57 AC IMPERVIOUS 0.80 AC UNDISTURBED FOREST AND OPEN SPACE 1.79 AC TURF 3.08 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER B SOILS: 0.00 AC UNDISTURBED FOREST AND OPEN SPACE 3.12 AC TURF 1.71 AC IMPERVIOUS D SOILS: 0.00 AC UNDISTURBED FOREST AND OPEN SPACE 3.70 AC TURF 1.96 AC IMPERVIOUS REQUIRED REMOVAL: 3.19 Ib/yr DITCH DESIGN Ditch Hydrology Ditch A C E L w 0 V X p LL _ O N U m N O w U m O. M >` O C 'E c m m E `o - FO i. 3o ' m s a m O t m 0 O YEE E 4 E' C N> N `C m O ¢ ¢ U � DO � .6 aZ O Ix Channel A 4.21 1.92 0.57 2.418 6.00 4.10 6.20 9.92 14.99 3.0 3.0 0.0 0.0165 Dense Grass 0.030 3.72 0.90 1.10 1.25 Channel B 0.79 0.03 0.32 0.255 6.00 4.10 6.20 1.05 1.58 3.0 3.0 0.0 0.0410 Dense Grass 0.030 2.99 0.30 0.40 1.25 Channel C 0.54 0.00 0.30 0.161 6.00 4.10 6.20 0.66 1.00 4.0 6.0 0.0 0.0541 Dense Grass 0.030 2.64 0.20 0.30 1.00 Channel D 0.81 0.00 0.30 0.242 6.00 1 4.10 6.20 0.99 1.50 4.0 6.0 0.0 0.0267 Dense Grass 0.030 2.24 0.30 0.30 1.00 Channel E 1.49 0.00 0.30 0.447 6.00 1 4.10 6.20 1.83 1 2.77 3.0 3.0 1 0.0 10.0385 Dense Grass 0.030 3.35 0.40 0.50 1.00 CHANNEL SECTION A -A No Scale ELEV. 668.5 STEEL PLATE (14 GAUGE) 13" ORIFIG� ELEV. 664.0 WEIR PLATE IN 84" CMP STORAGE SYSTEM No Scale 10 YR WSE 670.88 2 YR WSE 669.08 1 YR WSE 668.37 48" DIA CULVERT ELEV. 664.0 LANE CMP STORMWATER MANAGEMENT SYSTEM NOTES: 1. THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTED TO THE SPECIAL INSTALLATION PROCEDURES CONTAINED HEREIN. 2. CONSTRUCTION EQUIPMENT SHALL NOT TRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM OR ITS COMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. S. BACKFILL AND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS. 7. DETENTION SYSTEMS ARE SUBJECT TO GREATER LEAKAGE THAN TYPICAL SINGLE RUN STORM SEWER APPLICATIONS AND THEREFORE ARE NOT APPROPRIATE FOR APPLICATIONS REQUIRING LONG-TERM CONTAINMENT OR HYDROSTATIC PRESSURE. LEAKAGE PERFORMANCE REQUIREMENTS ARE MORE APPROPRIATELY ADDRESSED USING PERFORATED PIPE BACKFILLED WITH AN OPEN -GRADED STONE ENVELOPE IN AN IMPERVIOUS LINER (DESIGNED BY OTHERS). 8. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM DESIGN. HMIN. MIN. 30 MIL IMPERMEABLE LINER OVER TOP OF PIPE (RIGID PVMT.) I I (IF REQUIRED) I I HMIN. J (FLEX PVMT.) FILTER FABRIC (WHEN SPECIFIED) )C SUITABLE S FOUNDATION c TYPICAL CROSS SECTION 1. ALL CORRUGATED METAL PIPE (CMP) SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH A METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO IVI AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO M196 AND/OR ASTM B745. ALL RISERSANDSTUBS ARE 16-GAUGE WITH A2WX%' CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE M I NIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE BURIAL DEPTH SHOWN ON THE PLANS. 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENTTO RESEARCH AND IMPLEMENTAPPLICABLE SAFETY, HAZARD, AND HEALTH REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD AUTHORITIES. 3. THE CDNTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE TO WITHSTAND ANTICIPATED LOADS. 4. PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FOR A-1, A-2 AND A-3 CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN LUMPS. APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE W ITH A SIZE DISTRIBUTION BETWEEN 0.75 AND 21NCHE5. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OF A FILTER FABRIC TO ELIMINATE THE POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. S. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS THE MANUFACTURER'S RECOMMENDATIONS ASTM A798 FOR CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE AND/OR SECTION 26 OF THE AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS. IN GENERAL, BEDDING SHALL BEA MINIMUM OF 4INCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE MIDDLE -THIRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 81NCHES AND COMPACTED TO A MINIMUM 90% AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIAL OF 24 INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER 15 LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE A MINIMUM DISTANCE OF ONE -EIGHTH THE DIAMETER OR 12 INCHES WHICHEVER IS GREATER. 6. PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCTIONS TO ACCOUNT FOR THE PRESENCE OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFILLING IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP EVENLY AS WELL, AND EMENDED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BETAKEN TO ENSURE THE HAUNCH REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. 7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTIL A MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY WALK -BEHIND COMPACNON EQUIPMENT AND SMALL SPREADING EQUIPMENT MAYBE USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT DUMP STONE DIRECTLY ON TO THE BED. S. PROVIDE MINIMUM 30 MIL IMPERMEABLE LINER DRAPED OVERTOP HALF OF PIPE (LATERALS AND MANIFOLDS) TO PREVENT ANY PARKING LOT SEEPAGE FROM ENTERING THE TOP HALF OF THE PIPE, BUT ALLOWING DRAINAGE BETW EEN PIPES. LINER REQUIRES MINIMUM 2' BACKFILL CUSHION AROUND PIPE. 1. THE ACCESS RISER DETAIL SHALL BE CONSIDERED CONCEPTUAL WITH THE INTENTION OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND NOT BE BROUGHT TO BEAR DIRECTLY ON THE RISER PIPE. 2. ALL RISERS SHALL BE FIELD CUT TO THE ELEVATION NEEDED TO ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL 3. POURED-IN-PLACECONCRETE COLLARS SHALL BE PROPERLY FORMED TO PROVIDE SMALL GAP AROUND THE OUTSIDE DIAMETER OF THE RISER, WITH THE TOP LEVEL OF THE COLLAR SET APPROXIMATELY TWO INCHES ABOVE THE TOP OF THE RISER PIPE. 4. FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/HS25 HIGHWAY TRUCK LOADING. S. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND 48 INCHES, AND THEIR FITTINGS/STUBS ARE SUBIECTTO REINFORCEMENT CONSIDERATIONS IN ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTS ARE DEPENDENT ON THE MAINLINE DIAMETER AND THE BURIAL DEPTH AND MAYBE NEGATED BY OPTING FOR A SMALLER DIAMETER RISER IN THIS RANGE. 6. STUBS FOR RISERS AND IN GENENALARE DETERMINED BYTHE MANUFACTURER BASED ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS. 1. DURING CONSTRUCTION AND PRIOR TO THE CONSTRUCTION OF PAVEMENT ADDITIONAL TEMPORARY COVER MAY BE REQUIRED TO ACCOMMODATE CONSTRUCTION EQUIPMENTTRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE WITH TABU 1. 2. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. 3. TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAINED ATTHE PROPER ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVER TIME. CLEAN, OPEN -GRADED MANUFACTURED AGGREGATE MAY BE UNSUITABLE FOR THESE PURPOSES UNLESS PROPERLY LOCKED4N PLACE OR CONFINED WITH A BINDER MATERIAL STANDARD CONNECTING BAND NOTES 1. PIPE ENDS SHALL BE REROLLED TO FORM AN ANNULAR 2%'XYa"CORRUGATION WITH SUFFICIENT CORRUGATIONS TO ACCOMMODATE THE MINIMUM WIDTH OF A FULLY CORRUGATED CONNECTING RAND. 2. FULLYCORRUGATED CONNECTING RANDTHICKNESS SHALL BE IN ACCORDANCE WITH TABLE 2, AND SHALL HAVE A MINIMUM WIDTH OF 12 INCHES FOR PIPE DIAMETERS UP TO AND INCLUDING 96INCHE5, AND A MINIMUM WIDTH OF 24INCHES THEREAFTER. 3. STANDARD LUG CONNECTORS SHALL BE USED ON FULLY CORRUGATED CONNECTING BANDS. 4. STANDARD SLEEVE GASKErS, WHEN REQUIRED, SHALL BE W THICK NEOPRENE MEETING THE MATERIAL REQUIREMENTS OF ASTM D1056, AND SHALL COMPLETELY UNDERLIE THE CONNECTING BAND. 5. ALLJOINT PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION OFASTM A760. STANDARD SLEEVE GASKETSSHALLBE REQUIRED FORJOINTS SPECIFIED TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE AS WELLAS SILT TIGHT PERFORMANCE. IN LIEU OF A GASKET, A GEOTEXTILE WRAP SHALL BE CONSIDERED SUFFICIENT TO MEET SILT TIGHT JOINT PERFORMANCE. GASKETS SHALL NOT BE REQUIRED FOR PERFORATED PIPE SYSTEMS AND JOINTS SPECIFIED TO MEET SOIL TIGHT REQUIREMENTS. 6. CONNECTING BANDS FOR 12 THROUGH 48-INCH DIAMETER PIPE SHALL BEA ONE-PIECE BAND. CONNECTING BANDS FOR 54 THROUGH 96-INCH DIAMETER PIPE SHALL BEA TWO-PIECE BAND. CONNECTING BANDS FOR 102 THROUGH 144-INCH DIAMETER PIPE SHALL BEA THREE-PIECE BAND. 7. CONNECTING BAND MATERIAL AND/OR COATING SHALL MATCH THE PIPE MATERIAL. FINISHED GRADE BACKFILL MATERIAL (AS SPECIFIED) W O O C4 LLI J BEDDING (4" MIN.) U Z Z O - aF4fJ gWW W aWO- wOfzQ a 0Z2w ZOFp F DOwW W W 1 OF 4 METER (in) esemes--Pecmg 8 (ft) rc -(ft) I X (ft) IINix I (n) Z d H ca V LU LU 13 W O c �wzLu Lu O Z i O Z O W Z < Z � TD LU i � U Z CO (n IL W LU Z W W 4Z J 24" 1.0 3.0 2.0 1.00 30" 1.25 3.75 2.0 1.00 36" 1.5 4.5 2.0 1.00 42" 1.75 5.25 2.0 1.00 48" 2.0 6.0 2.0 1.00 54" 2.25 6.75 2.0 1.00 60" 2.5 T5 2.0 1.00 66" 2.75 8.25 20 1.00 72" 3.0 9.0 2.0 1.00 78" 3.0 9.5 2G 1.00 84" 3.0 10.0 2.0 1.00 90" 3.0 10.5 2.0 1.00 96" 3.0 11.0 2.0 1.00 102" 3.0 11.5 2.0 1.25 M Z Y W F 9 ❑ o N 0'Z US Q = 108" 3.0 12.0 2.0 1.25 114" 3.0 12.5 2.0 1.25 120' 3.0 13.0 2.0 1.25 126' 3.0 1 13.5 2.0 1.50 132' 3.0 14.0 2.0 1.50 138" 3.0 14.5 2.0 1.50 PAOE 3 OF 4 144" 3.0 15.0 2.0 1.50 ACCESS RISER DETAIL CONCRETE 'MANHOLE FRAME 8 r FLAT TOP COVER (BY OTHERS) / TABLE 1 TEMPORARY MINIMUM COVER FOR CONSTRUCTION EQUIPMENT Pipe Dla. Minimum Cnver(ft) for Indicated Axle Wads In) 11F50Id 1 W75 kips 175-UO Id pe 1 110-150 kips IUA2 2.0 1 25 1 3.0 11 a 48 n 3.0 1 30 1 3.5 1 4.0 78 120 3.0 1 3.5 1 4.0 4.10 22&IM 3.5 1 4.0 1 4.5 14.5 CMP RISER TABLE 2 STANDARD CONNECTING BAND THICKNESS Piper ckness Minimum Band Thickness I6 a 0.064, 180 0.052" 14ga 0.079" IS 0.052' 12ga Q109" ISga 0.051' log. aff 16, 0.O%WV 8ga 11w. Age 0.079' STANDARD LUG CONNECTOR DETAIL CONNECTING BAND SLEEVE GASKET DETAIL (WHEN SPECIFIED) GASKET (WHEN SPECIFIED) CORRUGATED I SMALLINHERENT CORRUGATED METAL PIPE �j GAP METAL PIPE U Z Z O - dP:°0 (A gWLD W W (n F F IL 0 2Z W Q Z U) z Dww W W o g 4OF4 ��t �LTN ();!ilky CLINT W. S FFLET >� �It. n 54380 mar 8/17/22 ; Is 0000*6 m E CD 0 rn U N Vi N C > E w a E U w 3 Q LL 3 p LL 0 wo `mom 0 LM LM Q�_j UDD J - U1 M ULU rvv w � 3: oec =LL X N =v>L1 F a Lri = Eun N W M CD w � H 0 x UD 0 2 F p w w_ M Q z O Ur) Cr D 0 L� U Lu 0 V) z O Lu U w C) � U 2 O W 0. W ti UI CC DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=30' W z Uj Q z LU Q LLJH (7 V cC Q > Q Isessessal z J o _J U) , Q M W �/4/ M _J C J G Q M O 1� I..f_ JOB NO. 38593 SHEET N0. 7(3) L \ TM \ _ _ \ _: li2>7 //VC \ RFF y ,��NN��, * / / 163,�0 82 (PLAYS ` FENCE �\ .' c~ 6� \ OTC \ • LT NNIF COUNTY �• B. 72, NC. 0.6' ��- '�_; ;; \ \ (SR 2g0% O,pO'go \ \ •• �,t F !-sky ) VIRGIN/ \ / • D.B. 4185, PG. 27�C 185,PG. 287(PLA)�\ FE / /\% C~\ti__;`--� _ \\\\ \\\ CLINT W. Zi \ / RCEL J-1 \ / Lie. n .. 43ao mar \ \ (/ \ \ \ \\ \ '�Ip<cF/2pj�\N� \ \ _ 0 8/17/22 co \ _ o / \ _-__-_-__ °u ��\ \ /� \ \�/ \ 238 0.57 , \� ` a \ 12 \`\ \ SCALE V=30' ¢ o TI/0QP056A2-01-071D0 \1 / / MH/ , 0.21 \ ~ \� ��\ \727- - \ \ w v E \� 1 NIF CHARL 0TTE\B. 1 t , ♦ , DAMMAN AND SA RA / LE�FRIZZELL \ \\ / X \ � \ � � � ~ - � \ \ T \ - _ _ - m 1 ¢ U. 3 \ D.B. 833, G. 3 1 7723 \ate' \ ` - ¢ cr oo z / // / \ \ /' D.B. 324, PG. 90, 92 i \ i— \ / ( )\\ / ` \ 236 0.83 \ \ ♦ z"i.- \ `�� ! \1� `` m 1 �;o�; o PLAT \'� \ \ Z o_ o ry r- LOT 3 \ \ O.1 O ♦ - \ \ \ \ Z 1 vi " a \\ �/ ///Q \\ \\��\\�/ \ \/ass ASPHALT \I// \ \� // \ ;♦ \ 72 \ 1 \ /21 7;;aaa \ \��\ .\\\\\\ noX u GRATE 711.64 /N 6" �EPCO \ / \ 11 / \ •\ ♦ \ - \ , - - _722 _ \ ( \ ♦ ` I \ \ \ _ LL w y PVC 70� 79 (ROOF EASEiY1ENT / • l I \ I - �� \ < ' v DRAIN) 6UT 15"RCP �� %-\ P I ` N \ \ 1 S,9 238 234 0.54 / \ I,� - - ♦� \ ��,� \ \ U v z 2 \ D.B. 3�6�8 P4. \ r\ ( 1 / \ S, \ r\ \ \ \ 0.24 / 1 FIB _ _ \ \ x Q 00 W _ - / � 72p >>B m / o \ o � a o� �f 01-00-071A f w 2U _ �- tl\/FRLOTTEB. /I \� "\/� 6 ® \ \\ AND SA l i \ \ I / I i / I \ a a a' 1 \ =cW hEF FRIZZELL l/ \ \ I sy \ l t /r / ` I �' / as 1 \ // / / / \ / \ \ 0.86 �' r \/r / - \ N9 /\ a* 1 / D. 533, PG. 3 \ \ 236 ` \ \ 1 as \ O O VI\ RATE 708.47 /N A6" \ \ \ l \ \ \ \ - \ I \D.8�3�4, PG. 90/92 G <t/ \ 009 \ Iy RCP 699.96 OUT 14" 1 I `�_ /� P 699.67 \ \� (PLAT) l / �'/4\1 \ I \ _ —72� I \ / ♦ / ul J q ( ♦\r aO �� ? \/�'' �t ///717 a0 \ 1 \ / �/ b0 \J� \\ \ \ ^ I m/I \ ♦�A \\ S 234..\ ,' _--_ \ F \ I's"Gr \\ I \ 1 ,/ ao. \ \ ✓/ --g35 -- _ z33_ _�-724\\ o N \ c��sso�/ri `ice I l� l \ /� �` 01 / / ♦`'�' - - It / ----_ / 11 4 > W o Ill 11// \\\ ao // G(l�V� I/ /rj l ♦♦ �� X \ t� 228 0.47//' \ Q �� I / /p°�/ ?2?9riF�/ `��s vi 1 I GRAVED\232 w I'. 1.04 J/ /I1 / l ,�1 z Q,i�Q� , 7gg l \ �� W \ \ I I� \ / \\ ? I / \ / ♦ \27 �' °�. 1 Ilr , ( '� / I / / + O 1 �^)� / i ` I ` - �•. \ \ \\ \ ♦ ` \ - ' I , 1 , / I W / DATE I ;VQ�,/////'/ \` \\ \\`_`�, , \\ I / \/ '•�!!i \4\\ •'�'.. 'II — -- /r\\\\�911012020 / / `�\ I \ \ J 1 [ \ \ \ �j / \ r• \ /: 'l' ` 1 - , } DRAWN BY It 16 \ / q�, / ✓ \ \ � 231 s � / / ; C. GAYNER TMP 056A2-01-06-07000 K. E \ T �r RUINS / \ \ \ \ \ \ \ \ h \ \ \, \ \ / / / / - ,, / ° . ;... ,� ~ / / ,' 1 (/ / 16 1t I 1 DESIGNED BY N/FELEFTERI%S— — 715 — \ l \ / 222 0, • \ \ �� • C. SHIFFLETT VASSALOS ASPHALT C/S\ / II / 71 +\ I ,�-' / .51 D.B. 4355, G. 16 PARKING / / / I \ \ \ '� \ \ / \ _ / 'rn : • ` 0.85 1 • CHECKED BY I� I D.B. 4355,Pb.10,13 C.KOTARSKI (PLIT) �\ 1/ / 1 \ \\ \\ //� \ /\\\\ ,_M ---- \ ' ,�I > ° 5.-a�/'', d, '// / \ / \ • I I I I D.B. 44r4 9t 4\9� \ \ �� \ II /� \ \ \ ..�. \ / \ _ - r\ry / / I / \ �S _ l; <''�. = ' - \ ` ` 1 • • SCALE 1 I PL < — /. \ \ \ ` \ \ � 303 / r ` l S / %•.228 � F r 1" = 30' SSTgTFRO &TQFFT \ \ \ \ \ \ \ 4„PVC IA�PHALT / /' r ' f' (C//vo, pUB</C �72j0i / R }/ SPARSE PAVEMENT \ 'VFp r - Z26 0.84 304 0.61 / CNN�57 1 / l� MG / / / '� // / / /// / / m _ oz' /^ - ; _ ' - - - __ ; 224 0.81 f G/B G 1- L - 111 / l / GRAVEL l / I / \ ^ „'y�Q ' / ' ' _ _ O.1 Z CL _ - / OB 272�Y!/q?/FS-1'TW ULr `�// ! 11' ---� /Q9 r / % l- - - - ' / PARSE PA , l l l I } / 3OZ O.SZ r l / - • ` _ _ \ �- / I 73, PGI 773/P I _ - L_- ��/ / / / SfARSE PAVEMENT I I C/5/ I I 12372 L9� tcr C / 3j63'f --_i I / \ l /l l l r 0.Z2 �K INALLCI \ / / \ - - / — �� — // s>, I 4j�jD�aTj i'�I R��TA11/E/q/ 1 \ �I \~/ l l // / I / I x r\'l//SO,V l / / / _ asp z ' Lu , �`s; 16' 11/�- oJ1 10 / l l l l i _Lwr� (. S l` 11+0p / + 3O8 O.8 ♦ l / ' ' ' /r' l \ \ \ /l� - - - ' // / / / / GRAVEL AREA- - - -� 71pL — \\ 1 o ASPHAL7 APC 71 008 It 708- / u'". �� \ +\ 718 affs 0 1 09/-707�- 71944 7 �\\rI i 1 �z7 Q SARSEDrEMENT _ "/ I/� / r� i , \\ / _.,` � % 1 310 0.84 \\ 309 \ \\ l�lll/ I / I d. '�" �/+ // /' -711- \\ 110 /�� L jig-- y XL _ `\\\\/! t-__- 1 �2: \ i // i� _ a 1 V / 1 \ /TMP056A2-01-00-C)1500? -�\` � — �'0 J� J N/FCHARLESR. lTT..-..�`L..\_ A- '''-- �i�----- 1 H� _ 1 1 �i�� I I , , , 1 JR. AND , TRU �jT A. S 1 �M 13+ \ / / — t — \\ 0 'rii SHED 1 0U PICKFORD, TRUSITEES \..\ � �` I /fit •� S �^ � / ../.. .� 1 �\ -� / _ / � - _ FOR , 310 I I t ! I / \ ..y.. 14' SHARED - , 03 T — -� 504 0.37 A I J W TABOR PRESBYTERIAN � l / , � / / t� CHURCH I TMP 056A2-01-00-016 0 / / / I / _ 1 Lf Q 7 \ ACCESS EASEMENT / / , \\ t\ i�Gi _ � THE SQUARE, LLC \ 21 - ^ / \. v \ I , / t ,' \ ` ` �i��i 4 21 - 1 I I I I D.B. 1770, PG. 367 • w / DB. 4708, PG. 37 \ / , I I / I D.B. 145, PG. 231 TEMPORARY /1 I --_ ��i 00 ( ) D.B. 3077, PG. 205 / 1 / TEMPORARY - _ _ _ _ _ -_-``_ M I 1 PLAT CONSTRUCTION •.•.�...^0,�� 1 / R ! \ _�^ ��iG�, I Q D.B. 3013, PG. 138 (PL/ ' CONSTRUCTION I I I (PARCEL 004) EASEMENT ►"� / .../......FF - - - - - \ 1�� _ 1 �' Q 0.8890AC. - ' I !.'.'.'.' EASEMENT ,' I , I II I I lI I (PARCEL 005) / / / ....../.;.... I GG GBLOCKBUILDING�� ch / / / I /r / _I I / /' // - l I _ ,101 / �10� /i(ABA�NlDONED) �IO / (./) /� I l r �'y� `E� /GARAGE / / / \ / I I I I I I I I / III I / /... 700 I -- l J0 \... s - 007/�ml a ` \ l / / / l I/ // EXIST. R/W I vI I I I l / / 0' / / - 69 tl I\ \ 7 v / \ l / / I I I I TMP ¢56A2,102-0A-CI0100 / ' / / l f w 7 r 1 I I T E SQUARE, LC , ' / / / / ---698 / Q.B. 53135, PG./68 / / / , / , 1 - - _ / / � \- ^ � \ `699_ / Q co / / I QB. 35$2, PG.1557 D.B/275,PG. 310(PLAT) LOT /l, BLOCKA --J I I I I BLUEhlDGEMOT R 1 �% -1 so CmMPAfVYSUBDIVISIONI LEGEND • � I, p�, , , � J I (l�ARCEL 006) l l , ♦ \ - -- - If C ,, - I / - ST AREA \' II / I I C9 4 �I \ ' / / / / / / / / / / y / / / / / \. �.... r .... - - I - - - _ 1 38 No. - �a \ \ s9 ''ram ...� _— _ 593 I / I C FACTOR OF 0.85 WAS USED FOR PIPE I /' / M /' - \ ' �' �' �' oy. ' / / �T _ / '' / 4 "'>a+• s' I / 1 , / I i , , � �............'... alt.s.>t....� .... - SHEET N0. CALCULATIONS TO PROVIDE CAPACITY FOR 74 FUTURE DEVELOPMENT OF THE PARCELS KEY PLAN / p' / I I L / ` r �1 J Tsss .\ \ I \ r= gFr'r \ I \ I TsLY sss �I� I � �� EMI a. // - ---/ ---- - i -- � __ '� ___ / • +ss I an Am EA\ ENT ' , `` I /�Jlr I T /i"� ''+ - - -\ — ' - _ - \ \ / , \ \ TMP056A2-04-00-05100 i 1 �I TREES I / _ / s s y I 1 �/ Lr a DENSE TREES \ DENSE TREES _ _ • s s s I ~o \ \ - - - - - - II / ' - - - \ - - - - - 690 _ 9 N/F NICHOLA PROPERTIES, LLC. CLINT W. y o ` o \ o \ .6o I I cOi / /\ �i ` \ ♦ T I �\ I a' A V� $ F F L E T D2932, PG. 621, 693 L gkAVEL AREA Lie. LOT51 >•: ASPHALT \ / / I \ \ / 1 ` \ \ \\ \ ` \ - ) r` ^o \ C)I 1 I / / / ' / / - - - ' / `� \ / .6 I / • 0 8/17/22 4'• TMP 056A2-01-00-0250(j' \ \ \ l \ \ \ - _ \ I O1 `° 1 \ \ - - - lL'- •• s CNOZET NEWTOWN I \`� \_` ��\ �- I 1(o m / / \ --- - • ONAL • s/ F.� o _ ♦ \ \ \ \ c°o / ,/ I / / , I 210 0.35 I Q �� .`\'ASSOCIATESLLC \ �\ `\ i9 \ \ \ �` Qk I rn I l l co / I h / \ _ \ 1.70 D.P. 4565, PG. 223, 223 (PLAT) \ \`\ \ \ \ \ \ I I / / 1 o rn� - \PUBLI 1 - .687 \\\ 'as�joll, / // Qi/ o o��-- --'--\ ----- EX.12"RINSAW/L // p.B. 163, 1.7 103, 104 (PLAT)\ \ \ \ \\ 1 I 1 /l l - �- - - _ - \ t _ - - \ 1 \ ash I IAft / �� stt 0Cb EASF^ / / o /1 ♦ / \ I (PARCEL 003) �\ \ J 1 I or it s J rO \ - 6 / / - - - - °� -66 I ♦, N ♦ \ I / / �♦ ` \ 6- - - - TMP 05 ^� c 11 1 ° 1 I` I/� 212 0.35 ag n/------- I — N/ > E �� 1 1 \ \I Y / - \ \\ 1\ 1 I I \I I / I I\ m \ I\ 1 / ♦ 6 (o Wi \ l _ — -68 ST v E 1 I \ I - - _ - 1 \ I I / \ I �+ �a 0.47 to cor _ ro0 ,tlLl 056A2-04-00-04800 I- w 3 ' I_ \ I — 6 20' PUBLIC v w 3 %155—L4- � \ 1 I I \ � +�`�` /J \ I � \ \ 1 \ \ I I � 6 D.B. _ > �� _ \ \ I 1 I I �_ \`\ 216 0.46 I / r / \ " \ ce♦ ` I 1 ♦ I / I 6� /V _ 884- - - /\W ARA L BEUSCHER D. B. 2 ¢ 1 i; 3 714 a _ I _ ` \ DRAIN ` _ LL o \ 1 /' \\ \� \ ll 1 _Il 6�ENT 6_�O s�C y I" 71U ' - / /�// II 1 / 1, 1 I I r// r / 1 1 \ -�. _ / _ _ — \\r .B.,%9 _ — _ ¢� V o`y'o Z 711 s III \\ I _ _ 34 ♦� I P.B.B 4220, PG 1 709 708 r ` I / // , \ \ I \ �� 1 1 \\ ` 1 / \ , / �♦ -I _ _ \ \ —� 10 \ I N 693 (P �. o rn _ P . 6 LA .... — 70-7 — / / \ ,.� _ ' I \r / �, I, 1 1 \ l \ \ \ 1 \\ \ ♦ 1 / I / _ \ — — — — — \ _.T 4— .. a o ry ` -� I — $ �WNM a LO zo 206 0.58 / Z y Lu 0.1 _— 3 0 x rn / % t)7 —/ I' •( .n• '/ / a' 1 '.'y _ _ \ 1 '� — a \ I \ — _ — \ / z' CO U l0 o0 oo \ $ \ , / . / " / ^ 1 208 0.47 6c9 N 2a s`Pi 644* d0 \ 6> HILL TOPS ~ Y rn U / / \ I / / 2 t06 9 5 .44 W N Lu > p 223 1 221 \ }� o o j mil/ Fi. $ / rn9 / rno_ rn J , 6 1,1 \ 1 /i 21 \ \\w - - ��s 205 \ D.B. 2830, PG. 7w o� �SANI�-mom,, / c� 5 s90 1 rno 00 2 CO ♦ 2�4 - o - - \ z2+ o- 0.84 I / / I s /l \ _ \ - tv�� 202 0.81 - _ All Lh Mt `, �•:.. ,I: 217 / tl. ..ate{.— '1 �21 \. \\ 79 V / / 0 C21 TMP 056Az-04-00-00 �w N \_ �°j / / / I VARIABLE WIDTH o GRAVEL _ _ _ I I PUBLIC DRAINAGE EASEMENT N/F PARKSIDE VIL w F �v AREA i I \\�� '�/ 5 �� / / /' /----- / ' 7C' / / / _----- `' - \ _ \ 1 Z 10 \ �/ - ME T/ / / < / ' J_x _ _ , , -� \ \\ \I\ \ ` ro / \ / \\ I /r \ - - 677 _ OWNERS AS = ¢ n Ill I / \ - D.B. 320 , PG. 626 ¢ n \ ' J I / / SE N / / / - > > - i - \ �690 I \ \ \ \ / - \ \\ 1 TMP 056A2-0ALMA2300 V 0 � -fly _ J / - -708- - - - - - - - _ - ' / 1 V.L�lCO' 423, 425 i�LAr) / -70p 9. , / , , / , \ \ \ ✓ I \ \ \ \ \ \ \ t J \ ` \1 1 h / 1 / U D.B. 283 , PG. 78, N/F S SAN D. ALMARODE Z o G. �69 - \ _ / / 0 I I D.B. 2848, PG. 438 O / ' / g. 477�P` r _ _ I \ \ \ I / \ r° ° 1 6`J D.B. 2830, PG. 78, 83 PLAT D.B. 293 , PG. 621, in DATE \ 1 7 _ _ ♦: \ \ I I LOT 23A PARCEL"' Z '�\`---'---' 'I �- /Jssss\ \ /l 1 / / / / \ \ \ \ 11 r i 1 0� I II I 9/10/2020 i�--- / _-'7p6 = --� / J I __! ��:�♦ , I / / ,,.6 / \ \ \ I/ — DRAWN BY _ _ �► J l 91 / \\ 1 \ \ rn 6'', 1 \ 1 I IL'- = C. GAYNER - \/ ---------_- _70��+,/ I Q I r0 6 1� / \ \ \ \ 1 E `rOt(NG SQ c— .704'�/ / / _/ , �' / +�/ I I\ Q / /' ,'� // �\\\\\ \ \\ \\ — I\ I TLAMDS�' 1 `\' / -` J \ - /101T / / _ _ 61 /♦; \ `\ / Y \ \ I I rO I . T P 056A2-04-00-022A _GRAV€BY C AREA / 9 / , / \ \ \ \ 1 / \ — — / DESIGNED T .703 % / / / / \ \ \ \ I / \ I ` • C. SHIFFLETT /,696 +� / \�\ // I // c�0 I )^�\ \ �I I V _ \� \ �� \ N/FWILLIAM�/.�1ND • + J \ \ ` , \ \ \\ \ �, \` \ ro , / ALYSON R. GORMAN 7p2- / / / ,-_- �' />_,_ 1 \ \\ /\o� \ \ \ \\ I \\\ I/ I D.B3717,PG.537 / CKETARSKI / ♦♦ /----r------�--------- ` J \ / \ \ \ \ O ' I D.B. 2830, PG. 78, 83 / \ / W� ---\� / / // /�_` - 6_90- -\\ ro0 PLAT • C. O D /' W `\Xi` �' ' i / - / ♦♦ / / I I i - - - _- - \\\ l J _ `\�M Z� \ \ \ �`I /r I LOT�22 / ' ' i • • SCALE 101 / / '/ '/ '/' �' / J / ♦ / i/ /'�'——` \\\\ l I `/ �1J^r.\\ 1 I \ I V'/ _ / ' • 1"=30' I / \ 7p0 ' ' / ♦ J \ / 'i ' / / — — — — 695— _ \ OUND �L — _ r / / / / / / / / / \ I r`< / a % SHED/ - \ - - / i / ♦ / / /� // /------, \ \ I11I I I \\� \\ /�\ • N ♦i GRAVEL AREA ' / �/ \�i - / i / \ _ _ -699� / / 69 ♦ \ J/ J 6 .69 \ \ \ \i \ ✓ \ -1'L / \ \ / 1 PRO SED PERM ` I TMP 056,42-04-00-02100 / 1 l _ $ ' / ' / / - _ _ - ' �l / / / ,�jJ \\ \ \\\\; Iti // / I DR AGE EASE T FCSR,\ \ Ir. N/FEMMETT DARINANQ' 6 / J ///-6'g2 ' //,,mot ♦i/`�T I��===�r�a�ri===� i \\)Il/illl //, 1 , R COUNTY TENANCE \\ M MICHELLE SUE SIMPSPN ,69 / /' I 1 I I I r / , /-- - - - -- / \\e \\ \ I D.B.2761,PG. 295/ II/ / I � � B�83(T, PG. 78 83'(PLAT) - — OT21 Lu 69 J \ ` ` - - - 695 - - - _ \ 111 I I I I\ I I)\411111\\AI h.'— — �-� / _ \ _ �' /'/ / I I I \ \ \ u� I '----------- \-- // 'J111 / I 1 I PARKS/D ' 502 0.47 _---- _ \-1 / / I 1 \\ \ ---- E/V/LL ,, 0.79 l -690 \ -- -_ , �' / / I / / / 6�1 0�co I \ / / / rW� D.B, 2839 -PG. 78, 83 ( 71R co_�_ , / l dl / 1 1 L�JTMP 056A2-04-00-0200.0 / / W `J�i -f/ \ '/--'' ♦, iI / ram/ // / I J'AIRY C.ANDIy0dYD. J �4 I ARAG'LE J Z 14' SHAREQ ACCESS \ / r / / ' / // / / ,r I 24" CIRCULAR GRATE INLET / / l /y 13 \Q.B. 2790, PG. 642 / Q0 Q EASEMENT PROPCPSED PERMANENT D.B. 20 PG. 78, 83 (PLA) / / J DRAIN A EASEMENT FOR LOT2o _ _ \ .�.�.'s.#� ... .. - _ _� .. -/ /\6/ _ _- - - - _ - I r'q NTY MAINTENANCE J / / \ \ \ / pI / �ii / / / / - s 4_ _ - _ _ 4' SHARED ACCE Sr -- _- / ' 1 I ' / // _ /I ARIGHTOFWAYEASEMENTJ \\ _.�./EASEMENT /// /a / M ------ --__\' ".... _ _ �- / / ./ �� D.B.613,PG156,158PA7` o ------ _ --- �- ` DSEW 0 S�-------------- ---' �t� ..ass.... -�-- -� - ' JJ / I l - / J RIVANNAWATERAN RAU ITY J/ > 5 / \ c 8 / ' 684 _ - ' s. t► - - SHED FENCE J J H /-6p ------ / _ fir _ - --- 685_ _----- ---- _ '-'' �,y'y /' 102 I a9'\ TINI5056A2-04-00-0190 ' Ul o ` - - - j/ N/F ROGER_ - - - - 683' - _ -... s ,. � 0 / S. A A / O 682- ...... 680 `/ /b/ - , ' I C C. MITC ELL _ U / - \ _ .iJ► s a ...... PROPOSED PERMANENT / - w LLB TREEL�NE__-' / \ \ --- �' 681 - -- \ �--_ I w ._sir..... /J i % / I H 16B'� 30'// J - A ma's _ - / / / / �^� , , 1 1 DRAINAGE EASEMENT FOR � ` - - - - _ - ' - - - - - _ '' , rO \ a / COUNTY MAINTENANCE _ - JUBLIC �L n�, < >Q - - _ - - �\ \ �' 6 - _ II \\o R �6bV PPROXIMATE DRAINAGE - - W m i /- -__---------- ---6/ EASEMENT l675— LOCATION ------ - - - - ---- ---- COUNTY Q ' RWSABLbW-OF - - - - -- / _- - - -- __-'- A$§EMBLY MAINTENANCE _q__ O TREES T - 40 _ a6 / DENSE TREES ' ' / . ' / / TREES _P /-------____-'�\ / /' _--------'�� l /I r-/ \\\ \\ / ^ D.B. 4. PHAS /� / \ - / 197 Q 6 ro`O7 (PLAT� L U 0 �,_/ - ,I,.._ TE PORARY o TMP,086A2-02-OA-00800 / / I / � � ' _ - � _ � � / - - _ _ _ / / - � / _ - _ , � � _ , - _ , . _ . � \ - - / / _ -=� `' / I CONSTRUCTIONE EMENT TIE TO EXISTING yV/F PATTIE L. BABER / - r - - _ D. . 1993, PG. 69 - - - -TMP 056A�0011-00900 - - GRADE 4 P .3�. ? _ y,�_` �ENSETEES 6.275,PG. 10PLAT) J \-----'�------_------'.\\ \ \ _ \ \ - - \ / GULL \ 1 LOT8,BLOCKA — ' _�-_-----___--�`\ \��\ \\\---\ / /�DENSETRE MPARI SUBDIVIS Qh - RLUERIDGEMOTO \ \ - �� 1 \ \ C' _ _ r \ \ \ - \ \I\11 / - F\ N 1 J\ ' _ \ \ ' APPROXIMATE \ \ \ \ `\ (g to I \`\ \ 1 rSE CORIV€R c - \ LEGEND: �� - `------- �- LOCATION OF12" 1 \ — %MP7156A2-O�OAQ000 \ tV j 1 \ 1 ` \\\ \ J / 1 NC. \ \ s N/F WILLIAMA. JR., AND , �M I / TMP 056A2-D2=0A-Q11o(� \ \` f� _ I 1 IjIORTI O'8�7 ENSE TREES - - - - - - - \ - - - II p D \ \ R SA WATERLINE 1 \ _ TERESA K BLACK O W0. / I - \ N/F WILLIAMA. JR., AD- D.B.- -� \ r, - - - _ _ _ _ \ - - - - - - _ _ _ 3 \ TMP 05\6A2-04-00-000A3 - - \ \ - - _ _ / JOB No. \Z W 4 1 I - - TERESA K. BLACK _ P 056A� 02-oA-01Z0ff _ _ - - _ - - - - - - \ \ \ 38593 I 1108, PG. 421 I - _ - _ _ NXFPARKSIDE_VILLAGE 6 _ D.B. 296, PG. 379 (PLAT) Q� I C� `\ N LT AIl2A �!R AND - - \ - , \ 1 Yy ,� - STR# C a ti o,' ) I D.B. 1108, PG. 421 �sHe eNc� ` _ 6gIEV NERSASSOCIA-TIO \ 65 AREA LOT 10, BLOCK A 2m ) 1 D.B. 296, PG. 379 (PLAT) ) TE B A ` _ \ _ _ - _ _ TREES \ _ - _ \� - INC. LOT 11, BLOCKA D.B. 1108, P_G. 42 _ _ _ _ _ )I TMp 13 SHED - _ I _ _ \ / SHEET N0. BLUE RIDGE MOTOR = 1 - _ _ gHED - - — - - _ _ _ _ _ \ `D� 3205,_PG. 626 O O I 1 BLUE RIDGE MOTOR D.B. 320, PG. 543 (PLAT) \ `� A XIU MEI Au, AN - I_ \ ' _ _ - /L' � - - 1 / � � D. 3. 1974, PG. 456, 48 PLAI ` `sss - - � KEY PLAN COMPANY SUBDIVISION �0 I I LOT 12 BLOCKA - - - _ - - - - J � )_ - _ ' 7(5) L NOTE: MITIGATION AREA SHALL BE PROTECTED FROM ANY FUTURE DEVELOPMENT AND CAPTURED WITHIN A PROPOSED EASEMENT THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENT t�LTN 000�,�` CLINT W. y� S FFLET >� • Lit. IV 41380 �4� �`S (I-UKL� I oi--Aut 1 V Est utult A I tu/ M `S�Ol1AL �'��••• / �� `\ \ / \ \T \ \ 6,725 SF (0.15AC) OD C] ��N��NN�� \ \ z of E \ \\\ E 0 y �_ �� w v c _ LL 722 \ / ) _ mot--T- �/�^�'<Z'�/SJ�.'��_ ��'l�zq'��-c/��•L _- C7 W Lu --- - - - - - - - - - _ __ - _____ -_-__ )L __ ___ _ _ _ _ c \ - -_ __ _- - -- - - ov t7 I \ I / co .. O I )/ /�11\\ \\ \ \\� \ �\\ _\__< / Ti 7\,....' \ ` `�1 / � \ /-�-• \ \ ,\ �\\I \ 1 I II I I 1/ /I / / / � ' �o� //�9rp /-/ /_ice--_ � ti If w w O / \\ / / / / / ! / / / �� / - is DATE MOM 911012020 / / \ / ' I /) / / / / f"",\ , l �' j` h`)�T - / ! ! 1 \•. /. _ /} DRAWN BY ttl/ / / \ -/ / �' / t 1 / / Y� /�=II/_=L--mil \ / /r � � ` �/ \ / ' �� ' �f l \ ` �e J I � � \ - � / y�1 - 'r / / - - / � J- \ \ r� I C. GAYNER J ) / / / \ \ \ \ - I/ DESIGNED BY 1 ;•:; .. - _ - _ _ / _� / J / , / / ` \ \ \ \ \ \ 1 I • C. SHIFFLETT r I "{,, � / "•: I �� / c-- , � _-_ ` s- L_ / / o / ` CHECKED BY Fol I I � I '� ``i ( ............� /� / ...,::•...,...;';W _ I >�`__.`� �� _ /__- _,-'//�/ / /'//' _ // // � ___I � ( \ �\ \� \ � `1 , - - /' -_ C.KOTARSKI .......... If , 1 I / ' \/ \ r..� f ' / ' / / / / / = \\ I ~`�\\ / 1 / \ • • SCALE - `4L -I, J I I l I l l l ~ i _ - _ 'I \ \ J / �- _ _ \ / / / ..................... i w I r ,' , / Ry / / %/ / 1 , �' _ _ ':::.i:c:liii?:: .,,,'•�^-riii>iii:::::::....... _ _ _ 1 I NOW Lu /` 59E"Sfl EKM BUFPERI / \ / - - \ - —_ - :::::::....: / i` I \ r ........... 6 / ro It/--- -`\ _ vv:.'IP.,. 1=-1•- / / / //0`066� a v v :::..:.:.-.. ��,i•?::i•::C:•,>: i::::>:'>:'. \ / l / Z ' $TB�` M BUFFER / - 0 � �`0 (DEVEVO/PjV1ENTAREA)f--'_/ /'_ \ I I-,f.._•/_ I' 1\ 1\ \ I Q 0 /--_ \\ / /,I yam== - •` <�II I \ 1 \ ��11�� > H1 1! z C 666`_ I II 111 J O w w \ Ln LL \\ \` \\\ \\ \ \\\ M Q Q I I I rl Lu �Ij ' I i I U) / U IIIJOB NO. I 38593 SHEET NO. 7(6) VEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. SCALE 1 "=60' 0 60' 120' L a m^ �^ M L 0 'L0n LOc0 0 100: EW-2 - 48" Pipe - 2:1 Fill Slope rn N °D 0)4 CDo oo? m oo r- STA10+35.31 =Nom m �00 (00 r' m N o n ° 0� DTOP668.60 Z c fiO p�� "tz m INV IN 663.27 (101) CL Na a0zz EL z)z FiR.ri RRR pan Lo~� z o r,� � 680 680 675 1 PROPOSED 675 GRADE 2.7' MIN. (STING COVER GRADE 670 670 J 84" CMP STORAGE SYSTEM 665 665 101 95.83' OF 48" RC HGL 660 ° 660 655 1 655 9+50 10+00 11+00 12+00 STR 100 - UGD PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 EXISTING GRADE / PROPOSE 685 GIRNIDE 685 680 680 / I � HGL 675 675 03 51� OF 670 670 84" CMP STORAGE SYSTEM 665 501 665 501A 78 90' OF 25.86' OF 30" RCP RCP @ 1.00% @11 00 % 660 1 1 1 660 202: DI-31B 6 ft Throat STA 10+00.00 TOP 682.15 INV IN 672.72 (203) INV IN 674.05 (207) INV OUT 672.52 (201B) 6q.ri 208: DI-3B 8 ft Throat STA 10+44.03 TOP 682.20 INV IN 675.64 (209) INV OUT 675.04 (207) 210: DI-1 STA 10+63.97 TOP 680.18 INV OUT 675.99 (209) RA5 690 690 PRO OSED GRADE 685 685 PROPOSED WATER / EXI TING 680 680 I SANITARY 1 HGL PIPE 3-2 1.12' MIN. 675 675 g4 OF 20-11 OF 1 ! 44 03 500 1P 18" RCP 670 670 665 1 665 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 11+50 UGD - STR 504 PROFILE STR 202 - STR 210 PROFILE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 NOTES: 1. PROVIDE SAFETY SLAB FOR ALL MANHOLE STRUCTURES WITH HEIGHTS GREATER THAN 12'. 2. ALL PROPOSED STRUCTURES TO HAVE IS-1 INLET SHAPING _ 204: DI-31B 6 ft Throat m STA 11+05.84 o m t 200: 60 inch Manhole m t o o N TOP 679.93 202B: MH-2 v v v rn H u� ,, STA 10+00.00 214: DI-3B 6 ft Throat 220: DI-3B 6 ft Throat 202B: MH-2 H v V N "' INV IN 673.23 (205) STA 10+17.33 ul m v v, ^ m TOP 686.02 STA 10+99.89 218: DI-3B 6 ft Throat STA 14+70.07 222: DI-3B 10 ft Throat STA 10+00.00 (0 o N u° a0 n o N INV OUT 673.13 (203) TOP 682.99 c °p o m(0 + F m `" 0 o 0 INV IN 677.18 (213) TOP 690.44 STA 12+29.83 TOP 705.54 STA 15+14.07 TOP 682.99 m M N'7 C,; v m N N 206: DI-3B 6 ft Throat INV IN 672.52 (201) o c01 I m m Z co z z O p N CO D co O INV IN 676.19 211 ( ) INV IN 682.17 217 ( ) TOP 695.75 INV IN 699.40 223 ( ) TOP 705.54 INV IN 672.52 (201) INV IN 671.28 C] + m co F o m z z_ STA 11+33.88 TOP 679.97 INV IN 671.28 201 B ( ) o o Q o > > > O N Cj Q o > ~ O INV OUT 674.94 (201) INV IN 683.06 (215) INV IN 688.77 (219) INV IN 697.88 221 ( ) INV OUT 697.78 INV OUT 698.32 (221) (201B) INV OUT 669.77 201A ( ) "' Q EL O O > > > INV OUT 673.37 2 (05) 700 INV OUT 669.77 (201A) N z z z U) H _ - _ N z cn F - 700 715 INV OUT 682.07 (213) INV OUT 688.67 (217) (219) 715 705 o N z z z U - - 705 695 695 690 690 PROPOSED PROP. GRADE WATER LINE 685 685 SANITARY SANITARY PIPE 3-4� PIPE -4 680 EXI TING 680 _ -GRADE i 211 675 93 OF 675 201 130" RCP HGL 670 2.()GOA, 670 _ 84" CMP �o �VQ�ae STORAGE o SYSTEM ^^• 665 _ 665 660 660 655 655 EXISTING 710 710 705 705 oe OP. W TER LINE 700 1.5 700 PROPOSED GRADE --I..,., 695/ / 695 4 OF / .00' 8" RCP SANITARY PI SANITARYCc l 1.00 RE 9-8 a P 25 8Y 690 f5°�O 690 PROP. 685 WATER 685 LINE / 010 / 1.5' MIN. HGL 680 680 21 .OF 9g 0 RCP Za 9p b a• 675 675 670 Ll 670 700 700 695 695 690 690 685 685 PROPOSED EXISTING GRADE GRADE 680 680 /IkPPROX. OCATION OF GL (STING ATER LINE 675 675 203 205 201, OF 83.W OF 28.46' OF 670 00 Q 15" RCP RCP 0.50% 670 670 �5Jo @ 665 665 660 660 ��,•4V CLINT S FFLET >� • Lit. N 41380 8/17/22 F0.000♦ wNo�G,,,, M E 0 u N � N 0 Q O > E w v E w w um Q 3 p LL 0 wO `mom 0 W L M Q�J Voo W J -N M C7W NV w � zF =x oa =LL Ln _ N Fv> 0 Y � N W M a� o w CL O ce 0 z O E 7m V In o Z O W U W � U 2 O w a w ti U w o; DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN W z W Q L) Qz Lu r J W } p J z o lm� a I U J a/ Ln < 0 W Lu m MJ Q 1� u C L D JOB NO. 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 14+00 STR 202A - STR 212 PROFILE STR 200 - STR 222 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 9+50 10+00 11+00 12+00 12+50 STR 202B - STR 206 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 38593 SHEET NO. 8(1) 144b �LTN ��000 t CLINT W. y44r, m rn o04 p /j 214: DI-3B 6 ft Throat H L N N O L N N 2 N N N 0 m 2 M M M L M M L M 226: DI-3B 6 ft Throat o : S FFLET >: L .N.. O Mr v OL u7 V v O M if1M v pV 2 v H 4 v V oo r rn M o a0 Lic. IN 413s0 4• STA 10+00.00 O n N N O a o N N STA 10+00.00 0 '� (v • '�O 1' O N �O (O N O fM u�'1 C7 00O T TOP 690.44'44 °moo 0 o v aa0o rn o N N O c0 rn Lq m 0 rn ro aoi r` c0 u+ M M M o M c � o o M TOP 713.39 M a M 0 0 8/17/22 INVIN682.17 217 ma �O mo�,rnr� c0 mItuoN m�c�oo �a�oo F m(0�« n apnoM rl m�oF INVIN706.58(227) °?+°i� ( ) +OMB "'o+ricm0m� M+°'�� c?+"�r`n� xU-) c?+°o�n� c?+Ong + 0�0 • SS �� INVIN683.06(215) D�c00 Do�zzO o��z0 o��zz0 ��zzO o`r1zz0 ��r`z0 oar` INVIN706.31(229) O �� Ol1pL fir, N pp N� ��r� 1 INVOUT682.07(213) i�aa> oaa--O �QEL �Qa--O oQa»> a--O a-O a6 IL> INVOUT706.21 225 a0aa> HOz NHO» > NHO» NHO» > N��z z z MFO>> > MHO» MHOZ ( ) N�Oz 705 N(AF_ 705 730 c%j U) z z NmF? ? c'jU) z z Nv)Pz z z NmF? Z NU) Z 730 735 735 M E O 0 U N � N 0 > E w a E w w 3 Q a o 3 0 U. 0 wO `mom � V oMo z a -u O w rn 0 Lu N � d w 1. 30 =x U) w oQ ==LL 0 V) �i vry Z Z >� O W ~ Ery > p wM L U 00 �H O 0 vi O O x ti c� ru 0 FrIj w F N 0 z °p O Of 'Zin DATE 0 911012020 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY 9+50 STR 21410STR 216 PROFILE 11+00 9+50 10+00 „+00 12+00 13+00 STR 22014STR 238 PROFILE 16+00 17+00 18+00 19+00 STR 226 - STR 228 PROFILE • C. K CARSKI SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • AS SHOWN VERT SCALE: 1"=5 VERT SCALE: 1"=5 a) VERT SCALE: 1"=5 _ .2 _ M N O °� p m m U O O M O M `N-' L uj M n v 01 .M... .M... C .�.. • '. CO .N. F O O L O L � Om 232: DI-3B 6 ft Throat �, rn °' 04 rn STA10+00.00 moo oNoo ^o �00 o rv°p O orc)I--, o�M� w tOc°co0 TOP718.78 m °�°� �o°'oo ^ m000 r` ��no n in,u° mnu�n 400:ES-1for12inohPipe Mho 2} o^ Z H M+(O H +^� F M aD� F M o0F +NH INVIN711.31 (235) -OM' :l�D ��z z 0 o,�z 0 ��^z 0 ��nz O ��0 STA10+11.02 w CO INVIN711.31(233) O oaa»> �Qa-O Qa- Qa- Qo- TOP662.02 NaaO INVOUT711.21(231) M�0> ccgU) z z o�OZ z M~Oz z a 0> z o~Oz INVIN660.86(401) o� UOz 735 N to F ? 735 735 M O ~ - - M !n F - - M U) F - - M � ~735 680 680 W D z W Q Ln Q z W �/ J L.L F") m } p z J 0 a U Lu � /II)� J 0 �u // Z 0Lu W m M M Q 0 SANITARY 41 PIPE 21-20 1� 1� U a 9+50 10+00 11+00 9+50 10+00 11+00 12+00 13+00 14+00 9+50 10+00 11+00 STR 232 - STR 234 PROFILE STR 230 - STR 310 PROFILE STR 400 - STR 402 PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' NOTES: VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 1. PROVIDE SAFETY SLAB FOR ALL MANHOLE JOB NO. STRUCTURES WITH HEIGHTS GREATER THAN 38593 2. ALL PROPOSED STRUCTURES TO HAVE IS-1 INLET SHAPING SHEET NO. 8(2) 700 700 695 695 PROPOSED GRADE 690 690 PROPOSED WATER EXISTING LINE GRADE 1' 685 685 1' O MIN. SANITARY PIPE 6-5 680 680 215 44.4 ' OF HGL 15' RCP @ .00% 675 675 670 670 730 730 EXISTING GRADE 725 725 PROPOSED GRADE 720 720 715 715 1.5' PROP. MIN. WATER LINE 710 HGL 710 ANITARY 233 IPE 13-12 44. ' OF 15' RCP 705 .00% 705 700 700 725 725 EXISTING - - ��----� _ BADE -��-- 720 720 PROPOS D ' WATER I LI E 1 5' 715 / PROP. 715 730 730 725 725 EXISTING / - GRADE PROPOSED GRAD 720 720 PROP. 715 715 LINE 1� PROP MIN. WAT R LINE 1, MIN. 710 305 307 73.0 MIN. 710 139.90' OF 15" RC 301 1, HGL 15" RCP @ 1.00 /0 309 62.83' OF MIN @ 1.00°k 52.02' OF 18" RCP 15" RCP 705 ° ANITARY_ PIPE 17-16 1.00% 705 700 700 675 675 670 670 PROPOSED GRADE 665 G ISTING DE 665 HGL 660 1 660 655 19.38' OF 12" RCP @ 0.71% 655 650 650 645 645 730 730 725 725 720 EXISTING 720 PROPOSED GRADE GRADE 715 715 710 710 PROPOSED 1 WATER LINE 705 705 227 44. ' OF SANITARY 18' RCP PIPE 700 @ .50% 11-10 700 L STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 668.60 3.94' EW-2 - 48" Pipe - 2:1 Fill Slope 102 673.66 9.66' DI-1 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 200 686.02 12.77' 60 inch Manhole 202A 669.79 ???' ES-1 for 30 inch Pipe 202 682.15 9.84' DI-31B 6 ft Throat 202B 682.99 13.60' MH-2 204 679.93 6.80' DI-31B 6 ft Throat 206 679.97 6.80' DI-31B 6 ft Throat 208 682.20 7.16' DI-31B 8 ft Throat 210 680.18 4.36' DI-1 212 687.76 11.78' DI-31B 6 ft Throat 214 690.44 8.37' DI-31B 6 ft Throat 216 690.44 5.60' DI-31B 12 ft Throat 218 695.75 7.08' DI-31B 6 ft Throat 220 705.54 7.76' DI-31B 6 ft Throat 222 705.54 7.22' DI-31B 10 ft Throat 224 709.52 7.25' DI-31B 6 ft Throat 226 713.39 7.18' DI-31B 6 ft Throat 228 713.39 6.59' DI-31B 10 ft Throat 230 716.92 8.98' MH-1 232 718.78 7.57' DI-31B 6 ft Throat 234 718.78 7.03' DI-31B 6 ft Throat 236 720.63 7.42' DI-31B 6 ft Throat 238 720.63 7.10' DI-31B 6 ft Throat 302 716.50 7.80' DI-31B 6 ft Throat 304 716.50 7.26' DI-3B 12 ft Throat 306 717.74 7.00' MH-1 308 718.53 6.96' DI-31B 6 ft Throat 310 718.53 6.34' DI-31B 6 ft Throat STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 400 662.02 ???' ES-1 for 12 inch Pipe 402 662.16 ???' ES-1 for 12 inch Pipe STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 500 666.96 ???' ES-1 for 15 inch Pipe 502B 674.00 8.14' DI-1 502A 675.09 10.37' MH-2 504 684.52 7.18' DI-1 NOTES: 1. PROVIDE SAFETY SLAB FOR ALL MANHOLE STRUCTURES WITH HEIGHTS GREATER THAN 12'. 2. ALL PROPOSED STRUCTURES TO HAVE IS-1 INLET SHAPING STORM PIPE TABLE PIPE# DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 48" 102 - 100 664.00 663.27 0.77% 95.83 LF 48 inch RCP STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION 401 12" 402 - 400 660.99 660.86 0.71 % 19.38 LF 12 inch RCP STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 501A 30" 502A - 500 664.97 664.71 1.00% 25.86 LF 30 inch RCP 501 B 30" 502B - 502A 665.86 665.07 1.00% 78.90 LF 30 inch RCP 503 24" 504 - 502B 677.60 665.96 3.96% 294.10 LF 24 inch RCP STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 201 B 30" 202 - 202B 672.52 671.28 5.43% 22.80 LF 30 inch RCP 201 A 30" 202B - 202A 669.77 667.00 16.00% 17.33 LF 30 inch RCP 201 30" 200 - 202B 674.94 672.52 2.00% 121.18 LF 30 inch RCP 203 15" 204 - 202 673.13 672.72 0.50% 83.04 LF 15 inch RCP 205 15" 206 - 204 673.37 673.23 0.50% 28.46 LF 15 inch RCP 207 181. 208 - 202 675.04 674.05 2.25% 44.03 LF 18 inch RCP 209 18" 210 - 208 675.99 675.64 1.75% 19.94 LF 18 inch RCP 211 15" 212 - 200 677.55 676.19 2.12% 63.93 LF 15 inch RCP 213 24" 214 - 200 682.07 677.18 4.90% 99.89 LF 24 inch RCP 215 15" 216 - 214 684.84 683.06 4.00% 44.43 LF 15 inch RCP 217 24" 218 - 214 688.67 682.17 5.00% 129.94 LF 24 inch RCP 219 24" 220 - 218 697.78 688.77 3.75% 240.24 LF 24 inch RCP 221 18" 222 - 220 698.32 697.88 1.00% 44.00 LF 18 inch RCP 223 24" 224 - 220 702.27 699.40 2.50% 114.87 LF 24 inch RCP 225 24" 226 - 224 706.21 702.27 1.75% 225.16 LF 24 inch RCP 227 181. 228 - 226 706.80 706.58 0.50% 44.00 LF 18 inch RCP 229 24" 230 - 226 707.94 706.31 0.79% 207.77 LF 24 inch RCP 231 15" 232 - 230 711.21 709.06 1.81 % 118.71 LF 15 inch RCP 233 15" 234 - 232 711.75 711.31 1.00% 44.00 LF 15 inch RCP 235 15" 236 - 232 713.21 711.31 1.76% 108.04 LF 15 inch RCP 237 15" 238 - 236 713.53 713.31 0.50% 44.00 LF 15 inch RCP 301 18" 302 - 230 708.70 708.04 1.05% 62.83 LF 18 inch RCP 303 18" 304 - 302 709.24 708.80 1.00% 44.00 LF 18 inch RCP 305 15" 306 - 304 710.74 709.34 1.00% 139.90 LF 15 inch RCP 307 15" 308 - 306 711.57 710.84 1.00% 73.02 LF 15 inch RCP 309 15" 310 - 308 712.19 711.67 1.00% 1 52.02 LF 15 inch RCP �t�LTN 000` CLINT W. y� S FFLET >� Lit. tY 413110 �4 8/17/22 F0.0004 0*6464%G,,,, M E 0 0 u N � N 0 ¢ o > E w v E �uv� ¢ LL 3 � LL 0 wO `mom 0 W L M ¢LLB Voo W J -N .. rn C7W NV w 3:b x LL 0 Q 7 ur) F ¢ . 0� EO1 N W M a� o w am O ce 0 V In Lu 0 1 z o w U w � U 2 O o; a O V) UN W o; DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A W W U) W > J Q Q W Q 0- �< Z_ lZ LL tY Q �' z �ZQ J =) W o w U D w Ln < U 00 w D m M Q � M U) � O U a D L L� JOB NO. 38593 SHEET NO. 8(3)