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Home My WebLink AboutWPO202100046 Plan - VSMP 2021-08-12TH 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 056A2-01-00-071BO 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, VA 22902 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, VA 22902 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 = 7.38 AC. PROPOSED IMPERVIOUS AREA = 15.13 AC. BARNES LUMBER WPO PLAN COUNTY OF ALBEMARLE, VIRGINIA 9/10/2020 1 i02 LAUREL HILLS 1214 T Crozet Elementary 0 School cd� da` 1202 Charlottes WAYLAND PARK Storage Q Gr 1206 Q' Cro70t R K m'� Starr Hill Brer: 2C0 Jarmans Gap R tl REA 5 '4b,� PARKSIDE SITE bv1 VILLAGE _ $ LOCATION 5 s € r Claudius Crozet Park m © Crozet Park & Pool ,o ,,Sl Ln PARK VIFW VICINITY MAP 111=10001 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 Sheet List Table Sheet Number Sheet Title 1 COVER 2 NOTES & DETAILS AND TYPICAL SECTIONS 2A NOTES & DETAILS AND TYPICAL SECTIONS 2B NOTES & DETAILS 2C(1) EXISTING CONDITIONS 2C(2) EXISTING CONDITIONS 21)(1) DEMOLITION PLAN 21)(2) DEMOLITION PLAN 2E(1) EROSION & SEDIMENT CONTROL NOTES & DETAILS 2E(2) EROSION & SEDIMENT CONTROL NOTES & DETAILS 2E(3) EROSION & SEDIMENT CONTROL NOTES & DETAILS 2F(1) EROSION & SEDIMENT CONTROL PLAN PHASE I 2F(2) EROSION & SEDIMENT CONTROL PLAN PHASE I 2G(1) EROSION & SEDIMENT CONTROL PLAN PHASE II 2G(2) EROSION & SEDIMENT CONTROL PLAN PHASE II 3H CONCEPTUAL LAYOUT - FUTURE PHASES 31 CONCEPTUAL LAYOUT - FUTURE PHASES 4A GRADING AND DRAINAGE PLAN 4B GRADING AND DRAINAGE PLAN 7(1) PRE -DEVELOPMENT STORMWATER MANAGEMENT 7(2) POST -DEVELOPMENT STORMWATER MANAGEMENT 7(3) STORMWATER MANAGEMENT 7(4) STORMWATER SUMMARY PLAN 7(5) STORMWATER SUMMARY PLAN 8(1) STORM PROFILES 8(2) STORM PROFILES NUMBER OF SHEETS= 26 f CLINT W. ..i/y FFL S ET a i Lie. IN. 54380 4C ;rJ� 7/1 /21 �` t7 N Z 0 Z O a U U 1n w Z O LU w cke H DATE 9/10/2020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN W z W Q a 0 < Z � tY 1--1 LL > C) z J o 0 U U w U � z //�� L // < 1--1 W m ci) M a x M w U L H IOB NO. 38593 SHEET NO. 28(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. 2%- ~ ST'D UD-4 BELGARD BERGERAC 3PC PAVERS - 3 8' CG-2 CURB 0.5' 15' (TRAVEL LANE) 2D/°. 1" CONCRETE BEDDING SAND 6" HYDRAULIC CEMENT CONCRETE BASE COURSE 6" VDOT#21A AGGREGATE SUB -BASE 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.) im 12 STD. (VARIES) R1-1 STOP BAR DETAIL NO SCALE SOLID WHITE LINE 2' 2, (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale LEGEND m STORM PIPE - -200 - -- EXISTING CONTOUR - 200 PROPOSED CONTOUR TIC 240.5 PROPOSED SPOT ELEVATION 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. CENTER POINT OF ISLAND CG-2 CURB CONSTRUCTION MOD. CG-3 CURB 0.5' SM-9.OA MOD. CG-3 CURB 2115' OINT OF INISHED GRADE 2% 15 (TRAVEL LANE) 15' TRUCK APRON TRUCK APRON 2%` J ST'D UD-4 2" IM-19.OA 3" BM-25.OA 7.5" 21 B AGGREGATE BASE COURSE INSCRIBED DIAMETER * ROAD SHALL BE 2% SLOPE OR GRADED PER THE GRADING AND DRAINAGE PLAN. TYPICAL MINI -ROUNDABOUT SECTION - ROUNDABOUT C No Scale CG-2 CURB 0.5' SM-9.OA 15' (TRAVEL LANE) \-- 3" BM-25.OA ' 2" IM-19.OA 7.5" 21 B AGGREGATE BASE COURSE I AGGREGATE SHALL EXTEND T BEYOND THE BACK OF CURB (TYP.) CG-8 CURB CONSTRUCTION � 8' CONCRETE 2.5' 2" SM-12.5A SIDEWALK 8' PARALLEL 12' 12' PARKING (TRAVEL LANE) (TRAVEL LANE) 2% f- 2°r. 2% CG-6 CURB 2.5'� _8' PARALLEL PARKING I. 12'X4' TREE J ST'D UD-4 2" IM-19.OA J 3" BM-25.OA J ST'D UD-4 WELL (TYP.) 7.5" 21 B AGGREGATE 2' PAVERS BASE COURSE AGGREGATE SHALL EXTEND T BEYOND THE BACK OF CURB (TYP.) 84' RIGHT-OF-WAY THE SQUARE TYPICAL SECTION STA 10+00.00-STA 11+74.97 - 25 MPH DESIGN SPEED (GS-7) No Scale V" CG-6 CURB BELGARD BERGERAC 3PC - CONSTRUCTION 8'CONCRETE Tr 2.5' 3 g" THICK PAVERS �SIDEWALK8' PARALLEL 12' 12' z°rD --- PARKING (TRAVEL LANE) (TRAVEL LANE) A2916 z°rD THE " No Scale CG-6 CURB 2.5'� _8' PARALLEL PARKING 4 (�� 1"CONCRETE I 12'X4' TREE ST'D UD-4 BEDDING SAND J J 6" VDOT #21A WELL P. 6" HYDRAULIC CEMENT AGGREGATE SUB -BASE ST'D UD-4 2 PAVERS CONCRETE BASE COURSE AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) 84' RIGHT-OF-WAY UARE TYPICAL SECTION STA 11+74.97-STA 13+33.01 - 25 MPH DESIGN SPEED (GS-7) PATH NON -WOVEN 2" SM-9.5A C/L GEOTEXTILE FABRIC t 2% 2%- 6" 21 B VDOT NO. 57 J / AGGREGATE J NOTE: BASE COURSE STD. UD-3 ALL EXISTING AND PROPOSED WATERMAINS AND SEWER LINES ARE OWNED AND MAINTAINED BY 'WHERE DROP IS 6' OR MORE, A 5' SHOULDER IS PROPOSED. REFER TO GRADING AND DRAINAGE PLAN. ALBEMARLE COUNTY SERVICE AUTHORITY. BIKE/PEDESTRIAN PATH TYPICAL SECTION No Scale CENTER POINT OF ISLAND CONSTRUCTION MOD. CG-3 CURB MOD. CG-3 CURB POINT OF FINISHED GRADE IIS TRUCK APRON 15' TRUCK APRON INSCRIBED BELGARD BERGERAC 3PC PAVERS -3$' CG-2 CURB 0.5' 15' (TRAVEL LANE) f- 2% 1" CONCRETE BEDDING SAND ST'D UD-4 6" HYDRAULIC CEMENT CONCRETE BASE COURSE 6" VDOT #21A AGGREGATE SUB -BASE AGGREGATE SHALL EXTEND * ROAD SHALL BE 2% SLOPE OR GRADED PER THE GRADING AND DRAINAGE PLAN. V BEYOND THE BACK OF CURB (TYP.) TYPICAL MINI -ROUNDABOUT SECTION - ROUNDABOUT A & ROUNDABOUT B No Scale VDOT- Pavement Design Guide for Subdivision and Secondary Roads in Virginia (revised 2018) Appendix IV Flexible Pavement Design Worksheet for New Subdivision Streets This sheet is intended for use and submission in cunjunrorm with VDOT's Secondary Stmet Acceptance Rcqui mmenta County ALBEMARLE Date: 8/17/2020 Subdivision BARNES LUMBER Street Name LIBRARY AVE, HIGH ST, PARK RIDGE DR, THE SQUARE Design Engineer CLINT SH IFFLETT-TI MMONS GROUP Plane: 434327-3690 AADT Projected traffe for the street segment considered, as defined in tlx: Subdivision Street Requirements. CBRD Design CBR=Average ofCBRT x 2/3 and modified only u discussed in the Pavement Design Guide. CBRT CBR value ofthe subgrade sample, taken and tested as specified in the Pavement Design Guide DIE VDOT District Materials Engineer EPT Fquivalentprojectsdtmffic HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more fires). %HCV Percentage ofthe bond traffic volume composed of Heavy Commercial Vehicles. RF Resiliency Factor= Relative value ofthe subgmde soil's ability to withstand repeated loading. SSV Soil support value ofmbgmde(SSV =CBRD aRF) or Thickness index ofproposed pavement design computed by the Conventional Pavement Design Method DR Thickness index retuned, based 0. Design AADT and SSV, determined by Appendix n. Step 1: Determine Design AADT Step 2: Determine Design Values CBR, RF, and SSV AADT Sample No. CBRT Resiliency Factor RF %.HCV =100 (HCV / AADT) or EPT =20 xHCV Note: For %HCV<5%, we AADT 1 Source vs. 2 Table 1 Note: Far %HCV>5%, BPDAADT 3 Appendix I APPENDIX 5 DMB approved RF = S x 3 CBR D ( ) ( ) 3.33Pm preliminary deeigoe, ueethelowest RF value in the Wuadan CBRD x RF = SSV 3( 33 ) x 3.33 Design AADT Use greater of AADT or EPT 4,920 Step 3: Pavement Design (Check appropriate box and show proposed pavement design below.) ❑ (A) Limited[-Dwigo AADT5400-showpsvementmswielnaatiow and Wicka-mfrm Appendixry Tabls Amd B. ❑ (B) Show pavement section as developed in the Pavement Design Guide. Da = 20.1 (See AppmdixID far mazmietnamtione mdthickoess amwalency values (a)). from Appendix D Description of Proposed Pavement Section Material Natation IThickmms,h a I (a: h) Surface SM-12.5A 2.0 2.25 4.5 Intermediate IM -19.OA 2.0 2.25 4.5 Base BM-25.OA 3.0 2.25 6.75 Subbase UNTREATED AGG. 7.5. 0.6 4.5 Dp must equal or exceed the vahm of DR. OR= £(a x to = 20.25 r.t ALTH I)F 0 00 1. CLINT W. r2D/orJ�B FFLET >� �a Lie. N . 54380 4 1O'<<` 7/1/21 � �� i G ST'D UD-4 .�/0.1VAL ��a• 8' SIDEWALK 1' PAVERS f-2% 1y 12'X4' TREE WELL (TYP.) PAVERS 8' EWALK PA 1' PAVERS ,�lC ,2% `12'X4' TREE WELL (TYP.) PAVERS HEAIN111IT 8' - nnrutinnnro - 8' - WIDTH VARIES - CROSS SECTION A -A RAISED INTERSECTION DETAIL No Scale VDOT - Pavement Design Guide for Subdivision and Secondary Roads in Virginia (revised 2018) 25.0 24.0 30,000 23.0 20,000 Example 20.0 DR = 10.7 (interpolated) 10,00 19.0 for design parameters for 0 2f Of more A = 11 and Design ADT = 480 4, 00.0 18 .0 17.0 ]5p 1 (intemolated) it 3,000 16.0 12 - 2,000 15.0 11 .............. ................ 10- .......... 1, 000 14.0 9 ""- ................. 800 13.0 7. ...................11.0 5 300 10.0 4 3 200 9.0 2- 1- 100 8.0 SSV 7.0 50 Scale 6.4 Minimum Desian AADT 6.0 Scale DR Thickness Index Scale Please refer to Appendices 11 and V for the application of this diagram in the design of pavement. M E 0 0 rn u N Vi N C ¢o > E w ° E y LL o 3 0 U. - out tY W t M J Uto W J -ui 02 5:O t V tN7 CW 7 N Mr �0'x J N < X v _ N N x U > °n F Q 0� o O1 N � M a� �U-1 tri O x cD 0 H 0 w w_ x U Q z 0 LM as DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N.A. W U) z z W O Q U w V) �Qa �U 2: (D I --I I..L cC i2 W � z J 0 Z O U Q w Le) ¢ J 2: I---i oowa M Q w M 0 CI v/ I I..IU I- ! U o C L D JOB NO. 38593 SHEET NO. 2 L PRELIMINARY PAVEMENT DESIGN CALCULATIONS No Scale 28 11111111111 11111,�, w,111kaiiiiipy WE pt womism m ,, OASPHALT CONCRETE O PROPOSED 1" DEEP CONCRETE BEDDING SAND ° i O AGGREGATE SUB -BASE O PROPOSED 6" HYDRAULIC CEMENT CONCRETE ° J BASE COURSE o 3O SUBGRADE O7 PROPOSED 6" VDOT #21A AGGREGATE 3 OBELGARD BERGERAC 3PC - FOSSIL BEIGE SUB -BASE 4 PAVERS - 3 a' (80mm) THICK; MIXED PALLET 1.20' (PATTERN 'A') (916 X 4 4, 9116 X 9116 916 X 1416) 5 INSTALLED, HAND TIGHT, FLUSH WITH THE 6 SAW CUT ASPHALT, AND SAND SWEPT 7 NOTES: BELGARD DUBLIN COBBLE FOSSIL BEIGE PAVERS MIXED PALLET (3X6, 6X6, AND 9X6) 1. A SAMPLE OF THE PAVING UNITS TO BE USED SHALL BE SUBMITTED AND THE FINAL COLOR SELECTION SHALL OCONCRETE PAVERS WITH SAND SWEPT JOINTS. RIVERBED BEIGE COLOR. MATCH CONC. BE APPROVED BY THE ENGINEER. PAVER SDWK. PATTERN WITH CROZET AVE. SDWK. 2. PAVING WORK WILL BE PLUMB AND TRUE TO LINE AND GRADE AND SHALL BE INSTALLED TO PROPERLY CONCRETE AND USED PVC EDGE RESTRAINT SECURED WITH 3" EXPANDING "HIT PIN" COINCIDE WITH ADJACENT WORK AND ELEVATIONS. THE CUTTING OF THE PAVERS SHALL BE CLEAN WITH NO OEXTEND 2 APPARENT SPALLS OR BREAKS. IN AREAS WHERE THERE IS NO BORDERING PAVEMENT OR WALL. 3. PAVING UNITS SHALL BE PLACED AND VIBRATED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS O y' TO 1"SAND SETTING BED WITH A MINIMUM OF THREE PASSES OVER THE PAVERS. OCONCRETE BASE WITH THICKENED SECTION ALONG ENTIRE STREET SIDE 4. PAVING UNITS SHALL BE PLACED IN AN INTERLOCKING PATTERN WITHIN THE TRAVEL WAY THAT IS ACCEPTABLE TO THE A/E. 5O 4" COMPACTED 21-A GRAVEL BASED ON 98% COMPACTED SUBGRADE 5. JOINTS (EXCEPT FOR EXPANSION JOINTS) BETWEEN PAVING UNITS SHALL BE HAND TIGHT, SAND SWEPT, AND OEXPANSION JOINT MAXIMUM OF Al WIDE. 7O CONCRETE CURB AND GUTTER. REFER TO SITE PLAN AND DETAILS FOR EXACT CONDITIONS 6. JOINTS AROUND ALL APPURTENCES (SUCH AS MANHOLES, WATER VALVES, ETC.) THAT EXTEND INTO OR THROUGH THE TRAVEL WAY SHALL BE FILLED WITH 2' JOINT FILLER AND SEALED WITH SILICONE JOINT SEALANT ACCORDING TO VDOT STANDARD PR-2. THE CONTRACTOR SHALL DELIVER ONE EXTRA PALLET OF PAVERS (MIXED SIZES) TO THE VDOT "DOUBLE 7 EXISTING PAVEMENT TO BE REMOVED WILL BE SAW CUT." THE FIRST SAW CUT BEING A ROUGH CUT YANCEY MILL MAINTENANCE YARD. FOR REMOVAL OF THE ASPHALT AND THE SECOND SAW CUT TO DEFINE THE FINAL PAVERS TRAVELWAY EDGE. SIDEWALK PAVERS DETAIL 8. THE TRAVEL WAY SUBGRADE AND AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH VDOT No Scale SPECIFICATION. TESTS SHALL BE CONDUCTED, PER VDOT STANDARDS, TO VERIFY THE ADEQUACY OF THE COMPACTION. cG-n NOTE;WHEN A PEDESTRIAN ACCESS ROUTE N THESCROSS SLLOPECISHALNBEu21... FOR 9. THE CONTRACTOR SHALL DELIVER ONE EXTRA PALLET OF ALL SIZE PAVERS TO THE VDOT YANCEY MILLS A WIDTH OF 5 FEET. MAINTENANCE YARD. A --STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS SHOWN TO BE AS ON PLANS) o GI ui AS MANLNE ROADWAY (SEE NOTE 3) 1. WHEN USED IN CONJUNCTION WITH STANDARD CC-3 (RADIUS TO BE AS �`HOWN ON PLMISJ OR CG-7, THE CURB FACE ON THIS STANDARD IS TO CONFIGURATIOJUSTED N.MATCH THE MOUNTABLE CURB PAVEMENT PAVERS DETAIL / CG-2 OJRTE NoCG-6 2 STANDARD FOR RAMP DESIGN TO BE No Scale SIDEWAK THISCST12 USEDWITHNDARD.CURB --- SIDSEWEAK W I - - - - CG-2 NOTE 51 ¢ I OPTIONAL UNPAVED SPACE P) FLOW LNE� 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED i0 THE --- - --� +----- R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MANLINE PAVEMENT WHICH CAN BE EXPANSION N EXPANSION JOINT I IN THE ENTRANCE.) NOTES* LL JOINT 4. RADIAL CURB OR COMBINATION CURB AND CUTTER - - NOTES - WIDTH " OR AS MANLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 1. THIS ITEM MAY BE PRECAST OR CASs IN PLACE. O TYPICAL �W SHOWN ON TYPICAL SECTION. A 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 4- PLAN VIEW ENTRANCE NOTES 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE RADIAL CURB. TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) AS 3" 05" DEPTH)OR INCREASED AS MACH AS 3" (21" DEPTH) N ORDER THAT THE BOTTOM Tc EDGE OF PAVEMENT OR OPTIONA FLOW LINE 8%MAX. D CRPDE CHANGE _ _ - ® _ U 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. :• A. D.��D.�� (SEE LINE IS REQUIRED i0 PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. ♦ NO ADJUSTMENT N THE PRICE BID IS TO BE MADE A MANLINE ROADWAY - - - - - - - - - - - NOTE 7) FOR A DECREASE OR N INCREASE IN DEPTH, T T 7RhDME" ®D HA:FIR 7. THE DESIRABLE ND MAXIMUM ENTRANCE GRADE CHANGES D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE CG-2 IS TO BE USED ON ROADWAYS MEETINGD 5'THE DLL D.� D SURFACE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET REQUREMENTS FOR OG-6 AS SHOWN IN A.; D.� D MI MU CONNECTIONS. APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,5' IN THE SECTION ON GS URBAN STANDARDS. ca2MERCIA ENTRANCE INTERSECTION NOTES D,L•D.L•D 6. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE a' . :' . BASE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH SECTION A - A AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VOT ROAD IREMENTIS. MANI STOPPING VIALUE 0 ;1. , SIGHT DISTANCE AND KE REO 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A D. .D. �•14••I� 4"' B PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. 2„ RADIUS SUBBASE I7II ALLOWABLE ENTRANCE GRADE CHANGES TTT�/.�Jl e`er 6 1.1 CLASS (H.E.S.) - - CONCRETE ` SECTION C-C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THIN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD 5 3 % 6 % LOW I LESS THAN 500 VPD 56% 8% NOTE: ALOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION NVDOT REFERENCE METHOD OF TREATMENT ROAD NO BRIDGE STANDARDS sot (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE 1 SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ---------------- -----_-- EXISTNG SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES.OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES* 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AID TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRANAGE OF THE EXSTNG AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN &ONG THE CENTER OF THE ADJACENT TRAVEL LAKE TO DETERMINE THE TYPE ND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF , I/- INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY iTHE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE N ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT All JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A X1 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. -7S ASPHALT PAVEMENT WIDENING REFERENCE ROAD ND BRIDGE STNOARDS SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 3,s 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION R ROAD AND BRIDGE STANDARDS REVISION DATE SHEET , OF 1 201.0, CG-6 NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER $HALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • D e e e s s D D D D D A BE CONCRETE OF THE CONTRACTOR 1 I CG-6 CURB CONSTRUCTION 8' 2.5' CONCRETE 2" SM-12.5A j I SIDEWALK 8' PARALLEL 12' 12' PARKING (TRAVEL LANE) (TRAVEL LANE) 2/0-- 2% 2%-- CG-6 CURB 2.5' 1 _8' PARALLE PARKING 12'X4' TREE J ST'D UD-4 2" IM-19.OA J 3" BM-25.OA J ST'D UD-4 WELL (TYP.) 7.5" 21 B AGGREGATE 2' PAVERS BASE COURSE AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) 84' RIGHT-OF-WAY PARK RIDGE DRIVE TYPICAL SECTION - 25 MPH DESIGN SPEED (GS-7) No Scale CG-6 CURB BELGARD BERGERAC 3PC - CONSTRUCTION 2,5' 3 a' THICK PAVERS SIDEWALK 8' PARALLEL 8'CONCRETE 12' 12' PARKING ~� (TRAVEL LANE) (TRAVEL LANE) 2% f 2% 2% - CG-6 CURB 2.5'� _8' PARALLEL PARKING I. 1" CONCRETE I 12'X4' TREE ST'D UD-4 BEDDING SAND J 6" VDOT 421A ST'D UD-4 WELL (TYP.) 6" HYDRAULIC CEMENT AGGREGATE SUB -BASE 2' PAVERS CONCRETE BASE COURSE AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) 84' RIGHT-OF-WAY HIGH STREET TYPICAL SECTION - 25 MPH DESIGN SPEED (GS-7) No Scale 8'CONCRETE SIDEWALK 2% 12'X4' TREE WELL (TYP.) PAVERS 8' SIDEWALK PAVERS f 2% 12'X4' TREE WELL (TYP.) PAVERS �III `� ALTif r)� w'• CLINT W. ?: S FFLET >� Lic. N .4396 4 �� 7/1/21 . �ssj cq%'ur F0 �000XAL tkQ �N,,a M E 0 a, o N � N C > E ai E w Q Mi p w LL C, Cf G C, W L M w J -ut N O W E3 N d 7 z H X U <a�0 w w o oQ D� 2 E N Z =V >N O_ ~ c Uri U) 0 N > N M a� OD J UO 1' Gv�(1 CC F/44J 0 0 IY x 0 w > w w U z 0 Ce 0 r CG-6 CURB CONSTRUCTION • CG-6 CURB 2.5' 2" SM-12.5A 2.5' 3 / 2 8' CONCRETE 8' PARALLEL S BIKE 11' 11' 5' BIKE 8' PARALLEL 2 OUT I SIDEWALK PARKING LANE (TRAVEL LANE) (ToRAVEL LANE) LANE PARKING 1�\'V�) .�Y�j'n air: .'y:\�.'.•4_ytid 3.1 12'X4' TREE ST'D UD-4 2" IM-19.OA 3" BM-25.OA ST'D UD-4 WELL (TYP.) 7.5" 21 B AGGREGATE AGGREGATE SHALL EXTEND 2' PAVERS BASE COURSE 1' BEYOND THE BACK OF CURB (TYP.) 7 72' RIGHT-OF-WAY LIBRARY AVENUE TYPICAL SECTION STA 10+00.00-STA 11+41.40 - 25 MPH DESIGN SPEED GS-7 No Scale CG-6 CURB BELGARD BERGERAC 3PC - CONSTRUCTION CG-6 CURB 2.5' 3 81" THICK PAVERS 2.5' 3•7 2 8' CONCRETE 8' PARALLEL 5' BIKE 11' 11' 5' BIKE 8' PARALLEL 2 SIDEWALK PARKING LANE (TRAVEL LANE) (TRAVEL LANE) LANE PARKING 2%-- 3' 1" CONCRETE 12'X4' TREE ST'D UD-4 BEDDING SAND 6" VDOT #21A ST'D UD-4 WELL (TYP.) 6" HYDRAULIC CEMENT AGGREGATE SUB -BASE AGGREGATE SHALL EXTEND 2' PAVERS CONCRETE BASE COURSE 1' BEYOND THE BACK OF CURB (TYP.) 72' RIGHT-OF-WAY LIBRARY AVENUE TYPICAL SECTION STA 11+41.40-STA 12+90.06 - 25 MPH DESIGN SPEED GS-7 No Scale (FOR USE ON ROUNDABOUT TRUCK APRONS AND SPUTTER ISLANDS ONLY) EXPANSION JOINT WITH NOTES: PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. NON -SLIP BROOM FINISH 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 EQUIV., SEAL WITH 3" 5" Will 6x6 W1.4xW1.4 SILICONE SEALANT 2" �z 3. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 1 %Z " 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" 4 . 6" 3,000 PSI AIR ENTRAINED PORTLAND 1 2" R DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB A CEMENT CONCRETE N 1" R Cl)SURFACE WILL COINCIDE WITH THE TOP OF A COURSE OF THE jjj PAVEMENTS SUBSTRUCTURE. OTHERWISE, THE 4" TYPE 21A STONE COVER ^ Z ,;•;r DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN '; w BASE THE PRICE BID IS TO BE MADE FOR A DECREASE OR �0 AN INCREASE IN DEPTH. COMPACTED SUBGRADE (CBR 11.2) 4. THE MODIFICATION TO THE STANDARD CG-3 IS TO REDUCE THE EXPOSED HEIGHT OF THE CURB AS BBASE SHOWN. MODIFIED CURB SHALL BE PAID FOR AS xx SUSTANDARD CG-3. DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS �8 xx CONTACT DISTRICT MATERIALS ENGINEER FOR TRUCK APRON PAVEMENT TYPICAL SECTION. HEAVY DUTY CONCRETE SECTION IVDOT STANDARD CG-3 CURB - MODIFIED - No Scale No Scale DATE 911012020 DRAWN BY . GAYNER DESIGNED BY SHIFFLETT CHECKED BY KOTARSKI SCALE N.A. W Z) U) Z z W 0 a w�/� V/ a Q Q z U J0z oQ U Lu _j Lin Lin a 00 M W Q cc MJ a W M 0 1�1 C7 1�1 Lu L (U' ° E� JOB NO. 38593 SHEET NO. 2A L 105 502 COMBINATION 6" CURB AND GUTTER ROAD NO BRIDGE STANDARDS REVISION DATE SHEET , OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 2016 ROAD & BRIDGE STANDARDS C EXISTING OR PROPOSED EXPANSION JOINT - SIDEWALK OR SIDEWALK SPACE p IN l Q 1M U L J EXPANSION JOINT E w ddE L CURB INCLUDED IN P ENTRANCE GUTTER ` w Y C, O u FLOW LINE z O x w r EXPANSION JOINT ENTRANCE WIDTH DESIRABLE MINIMUM 16' o ABSOLUTE MINIMUM 12' NORMAL GUTTER EDGE OF PAVEMENT HALF PLAN CG-98 WIDTH OF ENTRANCE W E LIMITS OF PIED. ACCESS ROUTE ® o LIMITS OF PED. ACCESS ROUTE IN UNPAVED SPACE NON TRAVERSABLE = UNPAVED SPACE WIDTH OF ENTRANCE - LIMITS OF PED. b LIMITS OF PED. CRESS ROUTE ® NON -TRAVERSABLE -' ACCESS ROUTEEE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RE RED IF THE LIMITS OF PEDESTRIAN ACCESS gOUTE EXTEND BEYOND 2'-0" IH EXISTING OR PROPOSED VDOi RIGHT -OF WAY. I I ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS • �- - e' �' UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL 'ACCESSIBLE ELEMENTS OF A oe So c; oo4o •o - 4e4 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 IH IF PEDESTRIM ACCESS ROUTES ®ME BEING 2'-0"PROVIDED,VIDED, A MINIMUM 4' TRAVERSABLE WIDTH 1j^y IS REQUIRED WITH A MAX. 2X CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7. THE CURB FACE ON THIS STANDARD 15 TO BE ADJUSTED TO MATCH THE ' MOUNTABLE CURB CONFIGURATION. o4 S4 04000 CD-1 CUT A)E PAVEMENT BBA SUBBASE FILL UBGRADE 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 -000 o. o. o-o-o-o-0000 0000 -SELECT MATERIAL TYEIORE 0 0 0 o .57 AGGRE ATE, I8 AGGREGATE OR CRUSHED GLASS MEETING N8 GRADATION REQUIREMENTS. GEOTEXTILE DRAINAGE FABRIC OR - PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE o•o o? o�o�o 0000 ~ SCEMENT LECT MORELME STABILIZED)RIAL TYPE I OR SUBGRME } GEOTE%TILE N57 AGGREGATE, I8 AGGREGATE OR CRUSHED DRAINAGE 0 GLASS MEETING NB GRADATION REQUIREMENTS. GENERAL NOTES FABRIC NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH B(W.T. 4" MOM. DIAMETER 3E W,T. 8" MOM. DIAMETER SMOOTH WALL PVC .103 1 10.1531 SMOOTH WALL PE 1 1 70 PSI XXX 1 1 70 PSI KKK N 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 07/16 LID-4 GEOTEXTILE DRAINAGE FABRIC (OVERLAP 1'-0" AT TOP) -U SUBGRADE SEE NOTE 1 Ot' PLAN VIEW (PLACEMENT OF CD-1CROSSDRAIN) 1. UNLESS SECIFICALY INDICATED, GROSSMAN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRME ARE STABILIZED. 2. TENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A CRIME PARALLEL TO THE SHOULDER SLOPE 2 %MIN. (3 % DESIRABLE) GRADE. 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR CROSSONANS, THEY ME TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 7. ALL CONNECTIONS (ELBOWS. WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. STANDARD CROSSDRAIN SCIFICATIOI REFERENCE REFERENCE 232 (AT LOWER END OF CUTS) 501 VIRGINIA DEPMTMENT OF TRANSPORTATION 701 SHOULDER GLASS MEETING N8 GRADATION REQUIREMENT. UNDERDRANN SHALL BE CENTERED UNDER CURB AND GUTTER GEOTEXTILE DRANAGE FABRIC (OVERLAP V-O" AT TOP) f �l SUBGRIDE SEE NOTE 1 N57 AGGREGATE, NB AGGREGATE OR CRUSHED GLASS MEETING 08 GRADATION REQUNEMENT. CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT PAVEMENT SURFACE & BASE LOL SUBBASE o . o 6 -SELECT MATERIAL TYPE IORE #57 AGGREGATE. N8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING I8 GRADATION REQUIREMENTS. DRAINAGE 1'_O•• FABPoC OR �-- PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE o:o o� �o�o �o�000 ~(CEMENT MATERIAL L) E STABILIZED OR SUBCRADE N57 AGGREGATE, I8 AGGREGATE OR CRUSHED GE TTE%TILE I GLASS MEETING I8 GRADATION REQUIREMENTS. DRAINAGE 1'-0" S� TOP OF CUTz GONe>F- CD-2 FOR Il:M190• TRAVEL LANES Ir-----Y�-I--------4----. (;? EDGE OF PAVEMENT TY SHOULDER LINE 1 11 YPICAL) �+ TOE OF FILL A LIMITS OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH M W.T. 4" NOM. DIAMETER X W,T. 6" NON. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI XXX 70 PSI XXX K WALL THICKNESS (MIN) - INCHES XXX TESTED ACCORDING TO ASTM 0-2412 AT 5%DEFLECTION. FABRIC GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN.(3% DESIRA LEI GRADE. BRIDGE """ " " SUBBASE 3. ON CURB AND GUTTER SECTIONS. WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE .,.- CD-2 OUTLETS FOR CROSSDRANS, THEY ME TO BE LOCATED SO AS TO DRAN INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" SIZEEGATE NO. 21B 6E MIN. TDEPTH) TYPE 4. ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH M THE OUTLET PIE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. SPECIFICATION XVDOT REFERENCE STANDARD CROSSDRAIN ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF , 501 701 VIRGINIA DEPARTMEWf26B6TRQADd &ASRIDGE STANDARDS 07/16 108.05 EW-12 A L SLOT DETAL NITTED FOR EASY I REMOVAL) EXPANDED STEEL MESH (FLATTENED) ISOMETRIC PAVED SHOULDER SECTION CURB AND GUTTER SECTION 4" X 8" % 'A2" OR PLAN 08 NCH LAN. RIVIETS UOR BOLTS EL ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL PIPE COUPLER TO BE CAST INTO ENDWALL. o COUPLER MUST BE FLUSH WITH OUTER SURFACE OF EW-12 AND PROVIDE A POSITIVE CONNECTION FOR U-TYPE ROLLED < THE OUTLET PIPE (4" OR 6"). RAL STEEL POST AT 1.33 LBS./FT. OR H - ALUMINUM ALLOY o LBS3-TB LID - 4 = UP TO ELBOW, UP TO ELBOW 6" PPE O PERFORATED 5- ELBOW PPE IS PERFORATED J •• 1'-0'• �Zi/_ l* c MN1 UNM RDRAIN OUTLET �( I MARKER DETAIL 45- ELBOW CONNECTION 45- WYE CONNECTION MAMMA EW-12 (TYPICAL) OUTLET PIPE NO SCALE PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45- ELBOW SECTION A -A PIPE I.D. SLOPE DIMENSIONS CLASS /3 CONCRETE CUBIC YARDS L H 4" 21 2'-5' " T-2 0.19 4" 3:1 3'-5 V-1 " 0.25 6" 6" 2:1 3:1 2'-10 " 4'- T" V-5'!' T-41/4" 020 �� STANDARD PAVEMENT EDGEDRAIN SPECIFICATION lVDOT ROAD AND BRIDE STANDARDS 240 ROAD AND BRIDGE STANDARDS BEET 1 OF 2 REVISION DATE 258 SHEET 1 OF 1 REVISION DATE D8,08 VIRGINIA DEPMTMENT OF TRANSPORTATION 701 10132 O1/15 lot CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING( GEOTEXTILE MANAGE I HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) (OVERLAP F-O" AT TOF GENERAL NOTES: CURB IN LINEAR REQUIRED RFACER( RGEA IN SQUARE Y-3 DETECTAB E WARNING SUN ARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 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 RPMP 121 MAX DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS MAX MPROVED 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 e MAX CONCRETE COVER 1%j'. 101 5. ROM AY CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PERPENDICULAR S. CURB RAMPS ME REQUIRED FOR SIDEWALKS AND SHMED 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 LADING FLOOR. MAXm.. 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 SEE NOTE NOTES: 1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAN OUTLETS. BARRING LOCATIONS WHERE UNDERDRAIN IS TIED INTO OTHER DRANME STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. 2. OUTLET PIPES SHALL E RIGID NONPERFORATED, SMOOTH -BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSI TESTED ACCORDING TO ASTM 2412. 3. EXPMOED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX.'/2" X 1" AND WEIGH APPN 4. THIS ITEM MAY E PRECAST OR CAST IN PLACE. 0.30 STEEL POSTS ND PLATES TO E PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PAINTED THE FINAL COAT SHALL BE N0. 13 ALUMINUM PLANT OR N0. 11 WHITE PLANT. 6. MARKER TO BE PLACED AT ALL EW-12 UNDERDRAN INSTALLATIONS. 7. MARKER WILL BE PAD FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE D5 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 501 AVED SHOULDER 2016 ROAD & RIDGE STMMI(�' TWNAL PERFORATED PIPE UD-4 TYPE OF PIPE CRUSHING STRENGTH NW'.T. 4" MOM, DIAMETER SMOOTH WALL PVC .103 CORRUGATED PE MSHTO M-252 NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS TYRE OF PPE CRUSHING STRENGTH N6W.T 4" NON. DIAMETER SMOOTH WALL PVC .M SMOOTH WALL PE ]0 PSI BfBf Ni M WALL THICKNESS (MN) - INCHES KKK TESTED ACCORDING TO ASTM D-202 AT 5 % DEFLECTION. DOWN GRADE -ES SHOULDER -EP R08 NON -PERFORATED MAIN LINE PAVEMENT PIPE Y CONECCTION PERPENDICULAR TO THE CURB. " '1.'k1: + !' 9 SEE NOTE 1 �� -ES SHOULDER / 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH / �' PPE ST-D. UD-4 STTD. IDi REOTD. THE BACK OF CURB. 1 GLASS SMETING NB AGGREGATE Q CRUSHED) 121 MA% GLASS MEETING NB GRADATION REQUIREMENT. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5• � ** * CURB AND GUTTER SECTION SHOULDER A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.05 AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4.MN PAVEMEN ®----------- ,p• .n. •e. -�. p, e. ° • �' - e p4 Z44o 7 •'4 o. x x x IH OX TO 10% CHANCE SECTION E E 1'- 3" 4 b4 e: b•o4v4e. ,q. "•;Y:4 eo 4ae. v4' I e CLASS A3 (H.E.S.I GONG AVM 1091 ENDING RAMP 6" AGGR. BASE TYPE I SIZE 21B °. 5'-0" ® POINT OF GRADE CHANGE • e. ' �• 12X MAX. SLOPE 5'-0'• . U. FOR CURB AND GUTTER ONLY NH • •n. • e. • e. DETECTABLE WANING FOR SIDEWALK CURB AND GUTTER x x 12 %MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS o4 bo • e. o. o AT BACK OF CURB SEE NOTE 11. BUILT CONCURRENTLY •o 04znit SECTION C-C x X x 3 X MAXIMUM DECREASE IN FOR INTERV& AMID DETECTABLE WARNING 8 % MAXIMUM DECREASE FORLOPE SUCCEEDINGRST MNIM M 10- INTERVALS SECTION D-D INSTALLED ON A RADIUS IFICATION ERENCE STANDARD ENTRANCE GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION N,VDOT ROAD AND BRIDGE STANDARDS XVDOT ROAD AND BRIDGE STANDARDS 502 REVISION DATE 07/15 SHEET 1 OF 1 SHEET 1 OF 5 REVISION DATE 04/19 203.02 204.01 2016 ROAD & BRIDGE STANDARDS PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) UNDERDRAN SHALL BE CENTERED UNDER CURB AND GUTTER. SEE NOTE 9 SUBBASE EDGE OF PAVEMENAT 2" HIGHER T NOTES( \ AT X.W. , SATE M TOP OF CURB L 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4" OF AGGREGATE ON TOP OF PIPE TYPE C 2- ((DROP INLET. MATHE NHOLE. LONGITUDINAL EEC NON -PERFORATED ECTS IATLY OUTLE � PIPES ME STRUCTURE ME NOT REQUIRED. PARALLEL & PERPENDICULAR 3. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO E A MINIMUM OF V-O" TRUNCATED DOME � ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. .6 2.4 C C 4. ALL CONNECTIONS (ELBO WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE - - I O O O O O z ARE TO BE OF THE SAME�CRUSIENG STRENGTH AS THE OUTLET PIPE. L m O O O O O O O O O O O O 8. OUTLET PIPES ARE TO BE INSTALLED ON 2% NINE (3%DESIRMLE) GRADE AND PERFORATED _ p p p p p p p p p p O O -iF LOCATED EVERY 350'MA%MIM OR AS NOTED ON PLANS. LIN ERMAN T00 PIPE 0 0 0 0 0 0 0 0 0 0 0 0 0 o B. OUTLET PIPE TO BE SECURELY CONECTED TO EW-12 OR OTTER ORNNAE0 0 0 0 0 0 0 0 0 0 0 0 00 0STRUCTURE. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7, WITHIN THE LIMITS OF A COMMEROAL ENTRANCE, NON-PEEORATED PPE SHALL EUTILIZED IN LIEU OF PERFORATED PPE ES Fip g JNS IN GORE AREAS SIDEWALK OR UNPAVED SPACE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-MAINLINE OF BASE DIAMETER 0 0 0 0 O O O O O O O O O O O = TOP DIAMTER S. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW-12 SHALL BE UNITED TO NO MORE THAN 1'-0" TO PERMIT CAMERA INSPECTION OF THE MAIN LINE ST'D. CURB &GUTTER ROADWAYSOY.-65X UNDERDRAN BETWEN THE UMRS OF ST-D. CURB o N EITHER DIRECTION. COMMERCIAL ENTRANCE CURB RETURNS & GUTTER VARIABLE FULL WIDTH Oi RAMP FLOOR �� WILL BE NON -PERFORATED PIPE. TAN SPAY I" SI" S 9. N SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT TRUNCATED DOME BE MANTNNED UNDER CURB AND GUTTER, NO. 21B AGGREGATE SHALL BE USED DETAIL DETECTABLE WARNING UNDER CURB AND GUTTER. NO.219 AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED OPEN -GRADED DETAIL MATERIAL LAYER MD CURB AND GUTTER. COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECPIOATKN 1�T CG-12 DETECTABLE WARNING SURFACE REFERENCE REFERENCE STANDARD PAVEMENT EDGEDRAIN ROAD AND BRIDGE STANDARDS soz zae (GENERAL NOTES) REVISION DATE SHEET 2 of 2 50t VIRGINIA DEPMTMENT OF TRANSPORTATION 108.07 VIRUNIA DEPMTMENT OF TRANSPORTATION 504 ml �.41 ALTN �J� �'• �� '/, j /ram CLINT W. ?: S FFLET >� Lie. N 51380 4 T/1/21 ssj G% ar M E O � O N cN C >E W E Lu Q LL 3 0 W W 0 W L M J U 00 J - M.; CL� ON FA N - U W D Q x J !) LL 0 Q . In = N N FL)Q C Ln O m N � M C �CD w (D H N z 0 DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N.A. 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I I I D 8 a1946.,P . 49 , 9� \ \ ' 4186, P)G. 629, 6 / h \ \ \ - lI FFI BLOCK BUILDING I 1 I �/ ' / xlC/S / \ (A DO d) (ABANDONED) I I (PL/1 \ \1s• / / \ 177 3�/ // 11 `` � \ F \ C� i22.6 '\ _-_.'7 / / �l �l �i �\/ll /l ' I 1 t \ \ \ \ \ PIEDMONT PLACE. �/4Q / /` / /S gT SON 7 q � \ / 722- l / ANDO D )� l \ \ A _ i SPARSE PAVEMENT \ #2025 / \ Dl I/ / / ` T .$ \ l / (j ) /l�i /- \ \ ` 4° PVC F \� p / // I(, 0 / �Qs 1 F p \ F j�1(9�q �i�� / /✓_ \ / / \ \ \ �025LlBRARYAVENUP / / / A I /,/C�� \ / / PU �7FT _ / Y " ,'°K 720.2 \ / / / BUT 27 Z l 1 ---�`� l \ \ \ L IA�PHALT / / / / y �p Q 0 0 (UNO/CR °� 21.5 '� 721.3 1 t - L \ 15F /� / �\ / ry / / l I / P by x7 x O/Q 10' ARSE PAVE/� NT FNFp / � \ — _ 113.4 CD7 /�Jb,�ro 721.2 h /,Vo /4Q _ _l _ 711.1 II I \ _IWgLO ' / ^0 �9' ��b�` "P / .18.4 / / / l 719.5 / I l / I 720.3 — ITa-'� / \ PIPE �� ___ =_� /�'I - l / / / x 1 1 I CD ?L# / V M[y / 0 Q 0� / / x / / // l 1� 721.3 ) SPARSE P J EA ENT - !�. / ABOVE I I \ / l (( �^ tr/ P l l l l 1 BUILDING I / l---- C/BR9RY I ?' �- �2/ Cl I I i GO bOPQ�R ,' l GRAVEL / l / \ /<t / /ABANDONED) GROUND D R� AIiFNU l a B 2J2 R/FS+ l 5' / v / _ - '- / /1 �• �N>3°p- B 13 /' l /�//\�, l _ _ l PARSE PAVEr /T { l I / l 43 G 11' / /Q / J.h�� C9' / / / / Op3„ pG, 3(p I _ - LI / O �� / / 721.3 SOARSEPAVEIVJEN 1 123724j�tJ 4 CQ/ 3A3'fTq I I �. �' _\ / / // x / / / �/ C/S/ l7 �l/ALL • F �\ .• �!i 8J• / / x (p II = �ZET l �. 1 / p \� / / 710.5 h m I / / 710.5— I �T Kl 1 \ M l l 719.5 l I Imo'_ R 240 I O Q' x / / / / / l l / y / / i i may' 4 NSTR ��i-�li� / — x \ \ - ,I 6' 11 1 >1` )I I l l\�`` 719.8 / / / l / �/ /-�\ , / `\1 / (U°�iDTFx �'�/ \ - - -P ------1-- / I ry I / x 6PARSE PAVE l 721.2 / l/ /l I ' / / \ / / / \ / NO/,FN y 712.5 �� / / m _ _ _ \ \ T Tr'2 /P- 1\ i /� \ / � / / / x x / / n / / T /\ l FOJ / / / 710 / x709 / — _ — \ 711.2 lEXIST.R/WCC 1 I J / / l 11 l 11 I`� / // \ /.---_____�' / 709.5 _ - \ I� 710L -ice ASPN l /�CDI a I \ / 721.8 / l l (V / ) \ l 712.E / / _ / GRAVEL AREA , 1 721.4 ��`\ / /� d ,r `i] Qw / / \I\ / 1 ) i x / /'. / / - 708"/ ---_ \ �i 1/ /o J / \ / / 0 I-707 / 1 I \ \ DENSE TREES / ?21 Z_/ / 1 �rx / ( \g ' \ _ - / �/ 1 /� V / T , 1 708.E I — J J I ' \ �' I /t / I ` ��\ Il /I 718/8 / / 1 \h,.1 / S�ARSEAAI`MENT ,- / x Z�`� 706-�> /�\ `\ ,�\'� I -711-' \ 11 709.3 - a \ p \- 1 ) I \ / \ N)2, / I / / / / ' �� 709.7 — 70 _ x TMP 056A2-01-00-g1500 - - - _ 5�' \ I / _ // �- _ N/FCHARLESR.<NITT I \\ --_22" 5�82 I T�� / \ / — i \ \ 708.q `�1--�/� �` / \ / �ti \ / a 1I ��% a 70 JR. AND HERBEftTA. I \ \ / 71h PICKFORD, TRU,SITEES ` ^ '/ I / / )��/ t �— -r^ \\ / '� SHED _ FOR ` DENSER TREES I I / / x x 709.2 I I TABOR l \� / ( I I TMP 056A2-01-00-016%0 / / F / / �� \ 709.9 I / / TI / 1 \ \ a `_ CHURCH / b l + l I THE SQUARE, LLC \ �. / I I I I D.B. 1770, PG. 367 / l I / .THOl3' I . / / � � � � I \ I I / / / \ �� ii D.B. 145, PG. 231 DB. 4708, PG. 37 ` \ / I / \ \ / / / ` 1 11�RS / - `\ \ / _ \ \ _ �'�ii '� x D.B. 3077, PG. 205 I 1 I (PLAT) \ D.B. 3013, PG. 138 (PLAT) 704.3 (PARCEL 004) DENSE TREES,0.8890AC. / I (PARCEL 005) x_p 700.6LEGEND GBLn�OiCs�K�i B/UI,L/DrcI/NG RETRETAINING WALL CC = CONCRETE CURB \ Q _04 7x00.E =EDGEOFPVMENT =UTILITY POLE 700.6 699�.4EP / x O SS =SANITARY SEWER / ' G RAGE / n) I l / / I I I l I 1 / / ��/ - _ _ 70 _ / \ -G O m I 1 CC =CONCRETE CURB \ _ _ _ / / M I I / / / 6 _ 700.3 G Q' A CIS =CONCRETE SLAB IRF = IRON ROD FOUND / / / t J / I L I I I l 1 / l / - - - !/FP \ I \` G v Q / ` \ / , I - EXIST. R/W 1 I I I , / / 100 / - 699 Og3 Co Fq \ : — 700 m 1 = LIGHT POST IRS =IRON ROD SET / \ / / r ` ry t� //I I / l I I l - I I I TMP ¢56A2- 02-OA-gO100 / / / /' / / / / / _ _ _ _ _ - \ 699.7 46 PG 306. �T NS NAIL SET / W , I T E SQUARE, LC / / -•--•- =FENCE / Q // I I / / I /l I I Q.B. 5345, PG. 68 / / / / / ' 1 98 _ _ _ \ � J e _ 699- _ \ =TELEPHONE PEDESTAL lPF =IRON PIPE FOUND / / I ¢ /' / I Q / / / / / , / _ / B. 35$2, PG. 557 / / DENSE TR N/F=NOWORFORMERLY / / —O r / / 1 I 1 D.B)275,PG.310(PLAT) / / ,' / __---_-- -____ __, E2 = TELEVISION PEDESTAL / / 1 I LOT /l, BLOCKA _ _ - C04) = CLEAN OUT 0 =MANHOLE / / l I I / - _ J J I I I 1 BLUE)k1DGE MOT�%R =WATER METER DE = ELECTRIC BOX / ` ) - II h / _ _ i _ _ J COMPAf Y SUBDIVI,SIONI ® MB =MAIL BOXES 0 - I , lI / Q W.B. =WILL BOOK� (l7ARCEL/ 006) � =WATER VALVE =FIRE HYDRANT QoN rW� ENC. =ENCROACHMENT = SIGN --a I ^y I\ I / / / / 10, - 1 �= EMH = ELECTRIC MANHOLE UGE = UNDERGROUND ELECTRIC �4 WMH = WATER MANHOLE - OHU =OVERHEAD UTILITIES SSMH = SANITARY SEWER MANHOLE a / / \ \ \ \ ' ' / / 05' / / /��/L'T / CD = TREE LINE 63OX = SPOT SHOT ' I I ,' / Q KEY PLAN // Q CDl =CURB DROP INLET CCG = CONCRETE CURB AND GUTTER - - � t �LTN ow;0 � �% i ��,•4V CLINT W. y� S FFLET >� Lit. N 44380 �Qc 7/1121At 00 ♦11111", z O a Ix U) U) w 0 z O N W w DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=30' uj W a 0 I..L (D\ _^ / C) •r'• ,• z Z0 J o �U1''� Iu (� L< n <z W m (n M Q x M w 1� C L D JOB NO. 38593 SHEET NO. 2C(1) 0 m 0 3 a 9 0 o o `z .20 o � c E_ a c m A a0 0 xg r7 3 z„ 0 22 o� �3 n d m 2 Y J N X C 0.0 dh m= 12 d `o E �M 06 a c �a 0°a o u, . a c m N C � o c � sE L F E L 713.2 CD 710.5 I 1 \\ \ °' \ \ Out \ 1 TREES \ \ \ �rn I 11 c�O,i, I / ' / / / i ' \ \ D.B. 3072, PG. 720 _ _ D.B. 2932, PG. 621, 693 (PLAT) gkAVEL AREA x 711.2 \ v 1 \ o \ \ \ \ o \ \ `I I I I I / / / / - - - - - - a / x 687.6 Q) LOT 51 h / I o a\_ \ I I I / r _ / TREES 6$ I 1^ \ ASPHALT712.6 / I \� `� \ o\ \\\ ``� -7o1_ �O `\ \ I l l / r' ---' \ x688.5 / \ l x IMP056A2-01-00-0250t�`\\ \ `�\ `\ w \ \ ` \ \\ _ _ ` ` - _ \ o \ I 1 // // / - , / CPOZET NEW TOWN 1 \ _ , \ , / - - - - - - - - _ _ _ 6874 l / \ 'ASSOCIATESLLC \x 711.4�\ �� J �m \\ �� ` \\ \\ \ 1 I l / I / /l 6875 /' �� - -------- x -Q -877 G l \ D.L414565, PG. 223, 223 (PLAT) \ \ \ ` I / \ ` ` I --t 6 \ / \ \ cp / TREES / 0� i - - - / .%�.1 fn �^ \ / \ D.B.163,PG.103,104(PLA7)� \ �\ \ \ \\ \\ I I I 1 v I / / ��i /.6 �6--.--- - - - -- '-R- / I \ / 1.780 AC. ` ' I I r 6 0� 6 713.E - 1 (PARC, [4PR3) , 2_ 710.4�� CRO �\- I I / \ \ \ I I I I I I I cp / / \ I 1 _ _ _ _ ,686'// / \ 1 1' `� ,� q0 - _ \ I I I rn ti / / �\ RESIDENCE I - t--- - - - - -- I I r / \ 1 ~ L \ - \ \ 1 I 1 0 \ I / (ABANDONED I I - f-R- (n I 1 \ ;12.3\I �— —� I I tD - I- _ I I I 1 1 5 \ I 7- I 715.5 / l I \ I \ `\ \ \ j I -1 _ / I I \ \ \ / 1 6$ —85-j —� RUINS 1 \ /Q I �� IMP 056A2-04-00-04800 m \ \ \ I \ , x \ \ \ / // 714.5 \ 710.5 \ �` �` ` ` / - I _ °j / \ o / I -_T--------------- I/ \ , _$84 - - I N/FTARAL. BEUSCHER -- F------ I \ I I t` 1 \ I I I _ I <_ ` ` \ \ �� RAVEL ROA D.B. 4220, PG. 1 _ \ G 685.1 - S _ N _ J /`_ \ \ 1\ 710.1 `\ - - - �.�, / l l / I / II I fi_ I / --i,__ 1 \ \ __� _-1------ I ------* --------__ , - ' - - = - - - ------ - \� i6.B. 2932, PG. 621, 693 (PLAT) 684.5 / �%-:------' --`�\ \\/ 11.6 _ \ x l� \\ / // 1// lI I \ I _`--\I 1`'t--7--�--r- ,r'/------------- - - ---- _ 683.8 ---- LOT48 \ - - -- // 1 \\ r/// I � 1 \I \ O 1 \ _ ----------- -- _r _ / I �� \ \ I I I o I ` \ 1 1--�--h I \ I / m — — _ TREES / Cy I\\^ rl /I \\\ylll 696.9 \ \\ \\ �� `� \ \\ 11 \\ II ' I I/ -__ -- \ -- - -__ I / �' ,✓-�\ /------- --- V / j`105 / \ // �11 I 1 / / I Z // / ` ` 1 \ ' TREES \ •1/ I \ /(/( 1 \ cl. TMP / ONCRET'8LA //r - \ ^// i \\ \ \\ \ \\ I CT 1 / // ,-- --- 710.8 HILL TOP 6b -80- i — — _ t J / CG 40'R 6 / \ D. B. 2830_PG. / � ' x`\ / - /\III / // // qR96� I I I I\ \\ \ \ \ \ \\ 1 f" _ - _ _ - - — — �_ \ / 7 9\ I - - / 708.5 x . I , \ / , / / I I \ I \ — �x�—x�—x—x—x1x—x—x— x1x�• � k. --__---�`_�- - \�% /�-I S`�/l_f x 693.5 / /r / 1 I\ \ \ \ \ \ \\ 11 `�� \ _'n- 1616 CIT /•./ / / / / / / \ \ I \ \ I I \ ` I N69&— I \ /\I --692_6__ / --- \ 1---GRAVEL i ter / _ /r �r_�__----- - \\\ \ \ I \ \ \ / I/ _PARCF,L�W" ` Ak y3� _ \ ` \ 1 0' Rl ESERVED i=GRFUTURE - 677 _ IMP 056A2-04-00-02300 \ AREA / I I Z� 1105 \ / / / - NiENT/ / / r / / l ` 1715�` / - - \ �690 I ` 1 ` \ \ �� \ 1\ \ \ - \ t / E ENSYO F HILL TOP STREET �Q N/F S SAN D. ALMARODE l - -708- - - - - - - - _ - ' / / CO 423 425 (PLAT) /' -700 gg, -/ >, - �91.87� x \DENSE TREES D B. 2848, PG. 438 \ / _ - _ _ PC,.r - ` _ , 692.4 x 691.7 BED lC ED FOR PUBLIC USE - / / 7p7 - - - - - - - - / \ I ) / I I I UP b MA �Y THE COUNTY s>6 - - D.B. 283Q PG. 78, 83 (PLAT) 707. / _ - / ' / ` \ _ 00 l / / x 1 \ ` \ ` I 1 B. 932, P 621, 693 (PLA LOT 23A �� r \ 1 / �' / l / 690.3/ LW \` \ \ ` I I (P L 07) 1 \\ 691.2 jp6 / I / I �' I I / I / 69 r x 689.\\ S'\ — �x-•-"_� TMP 056A2-04-00-01 N/F PARKSIDE VILL HOMEOWNERS A& D.B. 3205, PG. 626 D.B. 2830, PG. 78, D.B. 2932, PG. 621 PARCEL"W" -----_ -70� / //I / /' - _-- r---// I I I 69JE8 I 1/ / ' / \ \\ 1 r \ _ — \ — — 104 �0 / _ _ 1 _ / r r / 689.6 / \ \ \ �\USHE�S 1 I / - - - - - ' '---------''\ _GRAVECAREA 103 j / g // I / / 690.E \ \ \ - \ \ I I s ' 6 / 688.5 \ IMP 056A2-04-00-02200 �'� / /' �� ; x > \ 1 \ \ \ \ N/FWILLIAMJ.AND - \ l AL YSON R. GORMAN 'PMP OS6Ai-01-00-07180 / / / `� / I \ ' _ 7p2 / / / /CROZET NFW'TOWN AS60ClATES, LLC - ' / / / / / >� - I ` ` / ` \ \ \ \ \ \ \ I / - - D.8�717, PG. 537 704.E '<a = =_`I - - /� / 'D.8.4568, �'G. 724 / / / r------------------ x - \ / \ \ 1 fiREES I ' / ` --- / x ---- ------ --- \ _ \ 1 / / ---\D.6.28(PLAI)78,83 D.B. 4235, PG. 317 / / / / / 1\ / - - - - `_-_-_- 690 = -- \ I �� l ; \� I \ \ / \\ (PLAT) / / 692.5/ I I _ `\` / x �_ ` _ I a745 / \ ` / LOT22 D.B. 1925, PG. 372, 373�/PLAT / / / _ _ _ _ _ _ _ _ 686.5 t V5 _ 10 D 1440, PG. 5�7" 568 (PLAT) \ loo/ / / / / // / / - 695 - - ` ` \ \ I I I / /�� \ \ \ / / // _ _ _ \ \ \ \ \ PL Y6ROUND _ / 6ga GRAVEL AREA \ r / / p / / 'g�' — — — ,\ \ \ \ \ 1 I x REA— SHED � � \ 'Y4.743 AO. / / / \ / ' / / ' � l // \ / 6g6.6 \ `�\\\�\\\�\\ / l 685.4 ( 1��\ \\\ 6/f3 r E �Z I — IN �/ -693' r �' /� ' / / / x 697.41 69 / / l / / / / 697.9 I \ \ \ l I \ \\\ I / TMP 05�6 �2-04-00-02100 / / \\\\\\I! / 684.5 \ \\ \ \ 69 _ - l I x b� x I\\ �� I \ I N/F EMMETT DARIN AND r / I 7 J / 2 J 685.9 / \ \ \ I \ MICHELLE SUE SIMPSON 6 / I x \ \\ \\\ D.B. 2761, PG. 295 I ��1 \ 1 8�83Z7PG.78,83PLAT 683.7 \\ \ \ \ l (PLAT) 696.9 / \ ----- -------- , _ \ , _ - \ \ \ _ - - - - - - - - _ \ / I\I I 1 I I / ; \I OT21 I ---_ -'~� /� / �691 / x �\ \\\� _ 695-_==--____\`� _ i\\IIIIII / I I I\1 \1 I h.'- _ \ � _ \ / . ='A I I 1 / 856 / I 11 \ C�E 5�� T{�EES � 90.5 / 690.8 \ - / % J I I / b \ \ 1 / P � /// cod / \\��\\I I I / ---- PARKSIDE V/LLAG -' i r-� / - - - -690- `---- /I//� / / / �b� I \\\�I 1 I // D.B. PHASE2 ER- /-- ------- - - — i\ / r� / _ - -' / - - - _ - - //lI / / / I / Il k / W� 2830, 83 , - - ' - - _ �g0/ / / 69?.8 / - - - - - - ' / / l / TMP 056A2-01- -071 BO x 684.6 / x 683.4 / \ t/// / I / t �O PG 78, (PLAT / - - - - - / / / ' - - - - - - / / / 682. l / I / L�JTMP 056A2-04-00-02000 ) 693.2 / _ _ _- \ / / / / /CROZET NEW TOW ASSOCIATES, LLC / / � / x 689.7 // - / \ / �' D.B. PG. OC x I // /� h / / / / h I ' 1�7/ RY C. AND MOLLYD. '1568, 724 91.21 ' / % \ / / ' / / / / / D 4235, PG. 317 / / / r / / l/l // / // I \ ARACLE ,P91.6 I x / �7 - j 9.1 / 689.4 1 / / ( ) Q.B. 2790, PG. 642 , - - - - - - - / I / s ` x / / D.8 1925, PG. 372, 373 PLAT / D.B. 20 PG. 78, 83 (PLAT) \`� 690.1 /v ' / /6 / / ( LOT20 - - / D. B. 1440, PG. 567, 568 PLA PARCEL 002 / h 89.6 x x / l / ' / / x 694f,943 AC. / / R- \\ ` / / 83.8 / ' i i'/i// / Ql� / \ - - - - �.c<. / / / / I ✓ _ - _ _ _ _ _ _ _ _ �_ I I 689. 1 689.6 / l r / / >� ' / �/ '// O _-_-------� \ r — — — — _ / I /--\ / �. J 687.E / r / /- =------- ///' r _-----------' \ 688.3 / r /� % :�� _ / r _-�_; - / /. _=.� � _ _ - - _ _ i ' xsE'NSE�REE9 � / � IMP 056A2-04-00-01900 ----//--------- _ / / / /' Q / I N/FROGER S.AND LAURA } - �` _ ��\� / \ / x 684.6 / $83.8 /i/i /�/i / i' i6 I Q; ---------- x 688.5 / / / //�� // /' / R // SHED/AND FENCE C.MITCHELL -r x683.s� ENG. 0.9' D.B. 2931, PG. 168 D.8.2830,PG. 78,83(PLAT) I I TREE\ - -- - -- - - / SFIEi� ENE: / / t \ \ '� / `::� \\ / \ / / /✓i '/ �SfRE9M8UFFEf2 11.4'/ �r LOT19 HED 668.7 -- — — — — — ` �._•� ^\ \ / .—'� — / =r"l� — == = = = __-- —'� 11 / R — ----- - , k I / TREES ___---------�---- --'_-- �.'_.-. �, / / '\ �� / / /f/'. �.-.-.-.-.-.-.-.-// _ TREES x 667767.9 i/ r ' >C . x 664.9 / / / \ \ ------ / / ' ,---- \ 672.5,' \- - - / _ / 69.5 668.7 / // l o /IPARKS/DE V/ GE / r DENSE TREES - / / ITREES / G�3.3 - / ' - . j. / I \ \ / i / x D.B.HASE I L A ' ' _ _ - - - - - - - ' � ` ' / / 670.5 x \ \ \ 6672 \ ` , - / / 665.8 / .4 / B1974, PG. 456, 487 LEGEND '--- / �`� r/� .-' x \_ii/ 669.6 ` x ) / x /r iPLAT _ __ / -- ) RET = RETAINING WALL CC = CONCRETE CURB \ - - - - \ / / / I - , \ 01. x 69.6' / / r 671.4 � � � I � 968.71.7 EP = EDGE OF PAVEMENT O = UTILITY POLE 676.q / - - , - ` \ / I TREES \ \ ' / r ' I - - - / - - - I CC = CONCRETE CURB SS = SANITARY SEWER / _ _ - - - - - - - �\ / ' i / / - - _ �' / - i _ ' _ o 671,4 CIS CONCRETE SLAB IRF = IRON ROD FOUND / - / - - _ _ - _ - - - - \ . \ / l x 6 .3 _ - _ _ - - - - _ �� - z V82'1959LV106 -- /_ TIENSETREES -- __ �\\ r/ / / / ___-_ = LIGHT POST IRS = IRON ROD SET ? 2 67' _ - - _ _ _ - _ - \`� \` \ _--- -' '%' - - `` / 'tom -- - - - -- \ -•--•- = FENCE NS NAIL SET 674.E /' \ \- - - - - _ _ _ _ _ _ - - - _ = \` ` `\ ` ` _ _ \ \ \\ - - - ` / ' I x GU Y / - _ _ - - ' \ - \ DENSE THE \ ` \ I SCALE I "=30' Z = TELEPHONE PEDESTAL lPF = IRON PIPE FOUND x 66 y r . - 667.8 674.7 (9 �u I x - _ ``\ ` \ \ I I \ O�VGE1CORN€l� _ _ ` c _ ' \ \ ` 0 30' 60' I] = TELEVISION PEDESTAL N/F =NOW OR FORMERLY-TMP-056A2-02-0A Ll000 � W 1 \ I ` - 672.E \ \ . \ ` I - \ J J I - N 116NC. - - _ - _ _ _ _ - - - _ _ I _ _ \ \ \ ` 0 = MANHOLE N/F WILLIAM A. JR., AND , �M I / TMP 056A2-?12=0A-Q1100 \` ! _ I I I I�ORTkL0.8�7�E_SE TREES - - - - - - - ^ ` ` - _ - CO� =CLEAN OUT I I N/F WILLIAM A. JR., AND - - _ ` I ` _ _ _ \ E = ELECTRIC BOX TERESA K BLACK O 41�' I G 9- - - - \ \ - - - - - - _ -kMP 056A2-04-00-000A3 ® = WATER METER D.B. 1108, PG. 421 Q j I - - TERESA K. BLACK _ P �6A � � � - _ _ - x - _ ` � � - - - - - - - - � \ \ NIF PARKSIDE VILLAGE Q M I D.B. 1108, PG. 421 \I - _ TREES-k/d(l/EO�NERS ASSOC/AT/ '7 MB = MAIL BOXES h rn I 1 - N LT AIl2A JR AND �4HE S ENC. \ _ I 0 = WATER VALVE D.B. 296, PG. 379 (PLAT) Qro / Q tr = FIRE HYDRANT LOT 10, BLOCKA W 2 1 I 1 D.B. 296, PG. 379 (PLAT) TE C B A C - \ _ _ INC. i W B. = WILL BOOK Sv Qm I I LOT 11, BLOCKA D.B. 1108, PG. 42 _ _ _ _ _ SHED ` \ / - - _ _ \ =SIGN BLUE RIDGE MOTOR = �� I I TMP 13 - _ _ $HED - - - / - - _ _ _ _ _ _ \ D� 3205, PG. 626 O D B 320 PG 543 PLAT h ENC. =ENCROACHMENT UGE = UNDERGROUND ELECTRIC OHU = OVERHEAD UTILITIES 0 = TREE LINE CDl = CURB DROP INLET EMH = ELECTRIC MANHOLE INMH = WATER MANHOLE SSMH = SANITARY SEWER MANHOLE 63OX = SPOT SHOT CCG = CONCRETE CURB AND GUTTER COMPANY SUBDIVISION �� I BLUERIDGEMOTOR I LOT 12, BLOCKA ) lz I I COMPANY SUBDIVISION p I I BL UE RIDGE MOTOR I U I �I I COMPANY SUBDIVISION 11i I N/FXIUMCI XUSAFV- ZHENG D.B. 4205,-PG. 665 D.B. 311, PG. 556 (PLAT) LOT 13, BLOCKA BLUE RIDGE MOTOR I TMP 056A2-02-0A-0140 \ COMPANY SUBDIVISION N/F PATTIE L. BABER ' W R_ 147 PG_ 32 I -670- - - - WA TER 6lA-ND SEW 7/GHTOFWAYEAS A N� /Ik z? �'G-621-S23 (P/ a n D. B. 1974, PG. 456, 487 (PLA \ (Z70MMON OPEN SPACE) 5.694 AC. L irov Di Au Mr. t�LTN 000�,�` ��,•4V CLINT W. to S FFLET >� Lit. n 44380 mar* 7/1121 �y4; M E 0 o N � N C > E w a E �vw3 Q LL o 3 p LL w o m W = M Q�_j V00 -ico -u M C7 Lu rvv w 30x oa =LL ti = N F Y � N W M [L �00 � H M O x c� 0 p w Lu x Q Z 0 0 0 am O It H Z O a u CJ In w p Z O N W w a p DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=30' ui D W a 0 ~ � �<�/ LL Z0 z J o U w (� L< n Q z I --I M W m (n M Q x M w 1� C L D JOB NO. 38593 SHEET NO. 2C(2) L / / `)�Q\4�Q \� EORGETQW slyD(ZM / �v�, M�Q �� o wesr i/ Q• ro /\ C OZE / OJ ^ 6. ,y O ^,g' T MPANY / \ HARDWARE X ^� O O COMPANY \� � �O ^ ,^ I'j,QQ' \ REAL TORS' 2 STORY #5783 �,\Z'oi^Q OQ\4 opQ'nQ \ h Q.#5785 AREA�COTMP PROPANE / °� Q O' ry 0 56A2 123 PLAT \ \ T/yRFF,y \ \ \ \\ /sR7cftR \\ \ \ 24o) 4D \ ,py \ � \ \ h'\ �` �` a'9 (', K '\h ry0 v" GRA ING / / -� \ \\ / S'\ \ ry 40''y7 FS Q)' /i \ / \ - F;, �_}- \ \ \ \ \ \ \ \ \ \ \ \ 0' h `O h '� l4' a`` UNREC�((22DED ,{ /C/ / -� / F -11 i , \ y/C 7T'$S.o \+O / .9 \ \ \ ��`� .'Y'_� ��yy \ \ � \- (�. Je `T•' / `� 0' P� e`` LE W. 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R l / / shgca / // / 0 \O P/P h ... Qom.... .. . - J // / r................. ✓'.'./y.'.'.'.'.'.'.'....... \ _� C r nV .Ord^� s1F2SEPA E. NT Fp' �........... l / ' \ ` �720- - /// -.................... ....l..!/............... + / / / .O� , �......... ` /� fi................'...........'.'.'.'.'.'.'.'... .'..,-:'.'.'.'.'.'.'.'.'.'.'.'.'.......'..............'..'.'.'.'..'.'.'.'. .. SAWCUT CONCRETE / CD7 / <4 '/............... _ / / _ �........................ ..'.'i.'.'.Y/ \ I \ / //\ �\ ............................... ..'.VACATE .......... /............. - _ - / 1 ( \ / / / Jbryo /e oQ vP /, /........... :/ ,4 � 1, tlGl It QF-1>VAY � ' JP�T � h � - = ' � _ _ // / 1 /. �.. / / ...�� \/ ,,/.. .. .. 1 \ / ! / 0' /O �% C`^ P /'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ).'.'.'... .................... R€MOVE.. , - / - - '..y../................... 1 IW - / , / 0• / 0�0 ((/ e /.'.'.'.'.'.'.'.'.'.'.'.'.'.'.� \ ... SPARSEPAVEAiENT llQ..... i � PIPE - - / i• •% .' •.' •.' •.' •.' •...... - 1 I C AL/tt ! 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REMOVE.' / / / I -- / N '�,_ I / �� '�i�sS - �� I A w :'.':' 'r k.':.':.':.':.':.':'.. pl � 272 R/FS I -/----- ' -'�-�/ ULT -a4y /\�/(�' �,j'.':.';:.'r'�`.'.'.'/ ..prA#$�.'C}fRI/�. E T ............... (':':'REMOVE':'/ ' I ::::::�::::::::: • �'::�::� .'..'..;._. 7 /,� 3 U '�'� / - - ` _ 4 � ........................... B 437 �C' 1> 111' _/_____ L ./Q('/ / J'h�` Q� 7:..............I / ... J / .' '•�•',.;.:.'r'.'.'.'.'.'.'...1 1 r /� \- UO� 3 / _ O .. / .. ... ,'1 3, !' I 3 p _I - L___ I ! 0 � / /f.'.'.'.'.'.'.'.'.'.'.'.'.'.'/ S ARSE'P.A.I/E EN / /..... ('.'.'.'.'.'.'.'.'.'.'I 1 „' H ? - ti w _ .. .'.'.'.'.'.'.'.'.'.'.'.'.'.'... . G 2 L9 �- a l 3 ---;/i O"J...............'.'.'.'.'.'.'.'.'.'.'.'.'.'.:./..... �.... C/� / ��i 248j, r' Z t 7 /� �- f I 37 J ltc � r-- I l�',\ .^ ............./ /.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' / l / / '&'..','.%'.','.','.','.', . , RAT �l/ALL \ _, ,T.' . . I 24 r CR Tq \ `......... / ....... I l / 0 11, >/P 11. vzET ?�' o ro .... / / / /•'''•'''•'''.':':':':':':.. l ':' ':' ':' ':' ':' '.'.'.' / / I'........................':'I.'.'.'.'.'.'..','.','� .'-,6 .'.'.'.'.'.'.'.'...'/ _ - / F<</S "G� / / a ... -_ _ _ I L1AT% l/^� I_ 1��R I EMOVE\ 0 M /'.'.'.'.......�-.T/ /............................. ,.•.,...,/ ..../ / ....p.............I....'.'.'.'/.'.'.........`I , / O/VS+ �lii \\ i l ^ �, / / j - \ ... ... ...... ............�.�. ............. .......... J I I 240J1 t O' .../ //:•:•:•:•:•:•:•:•:•:•:... / / .,;.:.:.:........ �\, �`\ 4p• TRF -tG� , / ;�..................._._.�..� _-- , 6' 11i JT SI EWALK •.'.•.'.•.'.•.•.•.•.•.•.•:.:. --- / / .'.'.REMOVE'. /.:..:..:..:..:..:..:./ I. .;.;.;.;.;.;.;.;. ✓..... O ............. - - - S Rcv _ T�--- ' I 4 / �PARSE,RA;VE ENT l / / �......... ../ Oo H m' 1--j� tREMO� CURB / / .... l.'.'.'.'.'.'.'.'.'.'.'.'..:/ l/ / I..:..:..:.' ...' / / \.../..:.` / / / F,VFO / / / / _ _ \ \\.... ;::;::;.' ... T 2 Rya::::::: /........% / / / �� <- _ \� T AND GUTTER `'J k>' - l................ /, . ,.. , . ,.. , . ,.. , .. r/ / / t\ / , r 710 \ _ _ \ �'.'...... . - - - l EXIST. R/W l /.CDI g �J I I '.'." .'.'...... / / / / . 6;.' - - / / _ $ WCUT- GRAVEL AREA _)- - - � ASPHALT/ -L WAZ7�!®' I \...... / �'.'.'.'.'.'.'.'.'.'.'.'.'.'./ f l /.4/. y / I / / \/ - / _ REMOVE/RELOCATE I 71(� - _ \ / — \ / / / / \ 11 J SPHALT / - - /\ . - OVERFIEAD 20YVER -\ / -c /-- / /. pj . !..'.'.'.'.'.' / SAWCUT � / / � - -/- - - Sri \ 71 / / - Q.. .F....... I 7 / -L - / \ ........... l'.'.'.'.'.'.'.'."'.'.'.V.' l U W ...'.'.'.'.'.... \.. 5 /ASPHALT 4�,, G / � / � I I \�r / 1 REMOVE \.... C4. .. .. /..'.'.'.'.'.'.'. q / \ � / 9 I , G 1 \ �, /I.,.:.;�;,�;i' ;.:.;.:.' // / J.'.'..l.............../........ \ 1 / . \ / 10 A-707-T --�/ 1 1 I \ \ l / ( I \ I / 'y DENSE TREES / -/ / 1'.'.:.'.�'.'.'/..:/ .,I �3 \ _ - , /\ / U f d , /\ \ \ / 1 G� 9 - / - - I / ` /1 - L'.'.'.'.'.'.'.'.' . j -� ........... / ......../.:.:.:.:.:.:.:.:. \ 1 / / S�ARSE Ar9 �I//EMENT < / / , / ,0 /_ / - \ G ` / I 11 \ t / \ \ - ,, 1 / /• •I• •I• •I• •I•N. I - I Q / \ /''pOF2110' OE......1 / / / 1 / L 1 ` /TMP056A2-01-00-a1500 ` ` - - - - 25� \ l'.. ..RF ICvHT. F,WAX'.'.'.1 / / , \� //' - - �7 �� G a / I I \ X \ - - _ ?�2" ! � ... ...��..'......'... y. (/ / - _ - --1 �.�/ I I 1 N/F CHARLES R. ITT, I \ 6�8 T' ... '. .'.'+ / / 1r\ / / \ , rr \1 I A - - ' (- - G /�� - - - -_ -_- 21' /.'.'.'.'.'.'.'.' JR. AND HERBS T A. \ . • • • l / - �'- _ I \ I _ \ \ �0 G� �Tii I PICKFORD, TRU TEES \ N. _ � / / / J\ T -r` PF - \\ / ! - - G �� SHED / I I I I \ / / ... / -\� / / / 1 / �ri� I I FOR \ REM- I / / / ' \ - �/� / � I ! DENSE TREES ... 1 � \ / ' ° 03 \ !� (\ /_ I I / , TABOR PRESBYTERIAN TMP 056A2-01-00-016 0 / l l / / \ \ \ I / ' l 1 \ \ �� -- _ \ I I I l /� CHURCH l/ I F I � I / T/ \ ��6 i i- I THE SQUARE, LLC \ l' TH Ol3' �+' ' \ I - _ I I I D.B. 1770, PG. 367 / I I� / \ 1 I /� / ' \ \- `/Uli / DB. 4708, PG. 37 ` !." / / \ - - / - \ "-- �ii�i/ _ l I l l D.B. 145, PG. 231 \ / �.;.'.'.•,• ...... �\ / - ) I 1 \ v1i D.B. 3077, PG. 205 / �'.'.'/.'.'............ 1 / I / - - ��I0, !- \ / --- �vi�� - I I I 1 (PLAT) \ , II \ / \ / 'ter �/ - - - - - - - - _ _, _`?, I ( \ - -\^ li,.tiU.ii --___ , I D.B. 3013, PG. 138 (PLAT) \ l // ' \ � - _ - // I 02 iR -�_, - I l (PARCEL 004) 4 _ , i / l.'....W .. \ \� / \ / �\ / \ DENSE TREE - - _ - \ / 1 1 I�\ ! 1 _ / _ _ _ _ _ �� - I I I Q 0.8890AC. - / REMOVE \ , / / / / - _ - - _ ` / I I I 1- / ^ _'----_ --_, - — -,-- / I I / / / / ( ) /// ........:: ASPHALT / I / / / //�^ /-_---____ --' /// / -- _ riir/i- PARCEL 005 / l .............. I / /r// I I I 1 I l.•.'.'.h.,.,..' l l l �- - _ _ _ _ / ✓i/ / _--------_GBLOCKBUILDINn l I l . Q'.'.'.' / ! - -= = --= - - _ l t ,10� 10q ./ ABANDONED) 4 Q W I I I l /\ ��/ /r F! —_' / SAwkuTy/ / / / II I // / , ,? / ,--- - / � ��u�-:::gGG-2 I I I I I l / \ \ \ �1 / / Q. / ASPHALT I I l I / I / / I \ / / l _ / \ - m Q I l / I I / _ - 700 - - - Q ii I ' / / / — — — — / GARAGE / / �' / /, / I I I I I I I r / I / 1 / / l / - ,c = 1 1 I \ /r\/ I I / I / � / /\ � � Um I I / / ` / / / . i J / EXIST. R/W � i — v/ I I l I r / � / C 110' / / - _ - 69 - v46 Co SF I I� \ — 7 Z I / 1 1 / / / \ \ / ` nv t} 1 / / / I I I I TMP 56A2,102-0A- 0100 / / / f / / 0 _ _ 9 \ \ D g 3 PG �q M - - / - - 00 4j �/ I / / / / W / / / 1 / I I I T aE SQUARE, LC / / / / - - - - _ � p 63 �T \ \ \ i /� I I / / / O M / / / / / I // I I I Q B. 5345, PG.168 / / / / / / / / ' I 9g M \ - - - _ _ - - I Z• J e - - � - =699 _ _ \ `\ I 11 11 / / / / / / / ¢ k / / / / I / I I 9B. 35$2, PG.1557 / / / / l / / / / ! DENSE TR ES " ' I \ - _ / I \ \ - \ _ , � , I // / / / I �kj / I ' / I I I I I I D.4275,aG.310(PLAT) / // / l d /' / _- --- - -' \_---(---- 98�N- \ / I / / / / I I I I 1 LOT /l, BLOCKA / / / I O / / _ _ / \ _ - / / / / / / / f l l / / , - J _ J I I / 1 BL UE hIDGE MOT��%%R l /l l l / / / / ' - - - — ' _ \ I - _ - - \ / / / / i \ I' � I I - / I/ h I / � - _ _ _ J I CmMWAf \lY SUBDIVIS, / l l / I -_- - - - - _ - - - - / � / ' - J ARCEL1006) l l / l ' - - - - -� \ - I / / / / / / — I / /' �� - - e .-.. _..r.,.,_. I ( I l/ / / Q i fP-' / r I I (fl l 7 / l / l / / / I - - � / ' _ — _ _ - \ / / . _ - \ / / / / / /— — l Q / I kkh _ � / / / _� /� i-- I l / l l / ' / / 11 /' / / _ I\ _ / / _ /-- o I (UQ ry/ / / // // �/— � I I / / / l / / / // / / / /� -\\\, _ / / / - / / / i / - 1 / / / / i � -\ / -/ / ` \ / / / / / 4 _tt'!Kv\.\��-1 / I / z � M r 5 /\ I / / 1� / / — ! / / // / / / \ / / , i \ \ \ \ _ - I// / // I 0 L - 0 _ // i I� 4', `\ \\ \ // / ,'/ �I' //' // / �\ y/ // // %j1 /' / /�9y \/ \ 1`'\.\�-' // � \ -___---- I I I / III I I I �. // /' ; // / \ ,_[ / , � "I / // // / 11//T / N ,� / 1 !f //_., I-.-.I�.-. __---`�I I I I I KEY PLAN // p // / / IVW/---_--/ / /.' // /// // I y\ // i i / / / I - - -, --- - ' 1 ' I , •I. / / / I ( / / / - ��t�LTN (IF0,0� �/ i ,J�" CLINT W. to S FFLET >: Lit. N 44380 �4r* 7/1121 �y�; -♦ wool •��'�G q m E 0 .�o N N c Q O > E v -E � w w 3 Q LL -6 3 0 LL w 0 m 0' W L M Qr� Voo tb J - 1i M 00 m 0 M ry v w v z F 5>C n oa =g Ln ti = c N =v>m I- Q _ uj o M , ry M d 7 �I- O x (7 F 0 w Ill Q z 0 > 0 O z O a Ix CJ (n w 0 z O N W w 0 DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=30' W D z �.ui OCzz � C4a > a co z 1--I Z O J I� o 1 w J ^ �0C L / 2 G W w W co (M Q 1__1 LL D JOB NO. 38593 SHEET NO. 2D(1) 5 C J n as > . J U = > w O . w . O a D a r = N a O v . 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EASEM PLAT) ' -700 / ' -91.87 - . \ \ \ ✓ ` `\ \ \ ` \ I / \DENSE TREES V.E.P� 423, 42 / /69g / ' ' = / _ / , - \ \ D.B. 2848, PG. 438 / ' II / ' g. 477, PG' I _ _ 1 / \ \ \ UP b MA BY TJ�E COUNTY s> D.B. 283Q PG. 78, 83 PLAT B. 932. P 621, 693 (PLA - LOT 23A 106 ,L TMP 056A2-04-00-01 N/F PARKSIDE VILL HOMEOWNERS ASI D.B. 3205, PG. 626 D.B. 2830, PG. 78, D.B. 2932, PG. 621 PARCEL"W' \ --------_- 10 7` / //I / / / - __- �r-____s / // l I I Q I / 6 / -691'- \ 0¢''- ' J \ \ _GRAVEL AREA �' / / ' /10 / / _ - 691 / / - _, \ `\ I / / / / / / \ \ \ \ \ \ t�3\CISHI}S I I / _ - TMP 056A2-04-00-02200 _ -103 % / / \ \ \ < \ \ I I s / -- - -- - -- \_ // / // ,696 ' / ,I / / �p � ) I I \ _ � \ I ' \ �' N/F WILLIAM J. AND \ \ l AL YSON R. GORMAN fMPO56Ai-01-00-071BO / / / / I \ \ \` I `l' rn _ _ -102 - / /' `CROZET NEW `TOWN ASSOCIATES, LLC ' ' / / / / / y� - I ` \ ` / ` \ \ + \ \ \ I ' - - - D B. 283 , PG. 537 1 - - / / / ' - - - - - - - - - - - - fiREES 1 D.B. 2830, PG. 78, 83 D.B.4568 �'G. 724 - ------ - _ ) - - \ I D.B. 4236, PG. 317 _ / ' ' ' r �\ _ ` 690 - ) / / / I _-_-_----- \ l ��\l`; r \ \ 1 r / \�\ LOT22 D.6.1925PG.372,373/�PLAT) , / / // I I/'/ ---------_\\`\ / �� _ 70 D 1440, PG. 567" 568 (PLAT) / / / Y 695 T ' ' , - ' / ' / / 9a / GRAVEL AREA \ / / / p / / / '91' ^\ \ \ \ \ \ I I \\ \ </ l REA- _ ^ / U/� SHED 14.743 A(s. / / / \ I \ \ \ \ / 11, 9' 6 \ \\ \\\\ / ,693' 69/ / / / / I \ \ \ / I �\ \\\ I / TMP 05�,,42-04-00-02100 N/FEMMETT DARINAND 692 MICHELLE SUE SIMPSON 697 696 / / _ _ / / I I 1 / - - / //ri ,/ \ ♦\ \\� 1 D.B. 2761, PG. 295 l l 8�837PG. 78, 83 (PLAT)6g --- - -,- LOT211/ \� 695____ - ___691 -- - \ - - - - ---- - - TREES / PARKS/ DE VILLAG ---�__ -- //� / , 0� I \\11 1 I / PHASE2 E \ -690- - _ / / � 11 , D.B. \ III \ / / r�p� 2830, PG. 78, 83 P - - _ / / ' ✓�- _ _ , - _ j ----�� --____ �90/ / // / - - - - -' /'l ' TMP056A2-01- -071B0 / _I /�i l �l / I 't (LATJ - - - - 1, /CROZET NEW TOW ASSOCIATES, LLC / / ,' l /jl/ / L�JTMP 056A2-04-00-02000 � / / I // / l ~ / IINTRY C.ANDMOLLYD. D.B. 8, PG. 724 r / ■ � __- � / / / I / // � I ARACLE D� 4235, PG. 317 / l / / �I/ 1 /, \Q. B. 2790, PG. 642 D.8 1925, PG. 372, 373 (PLAT)/ I / / // W /� / /� i D.B.20 PG. 78, 83 (PLAT) D. B. 1440, PG. 567, 568 PLA P / l _ 1 / / i / _ _- - - _ (- r / / / 6 / (PARCEL 002) ( / ) / 11 LOT 20 1 /' l/ /'/ / / 14.743AC. \ _ _ _ / / � - - - - - - - - - - � ' ' / / / / „ :/ 9ElVS?JREES� Q �� / / � TMP 056A2-04-00-01900 N/F ROGER S. AND LAURA / e - - - - - - - - - _ '�\- - _ _ 5- \ / / i // / iG I Zc�O �SHED AND FENCE C. MITCHELL \ _� / / / / I /ENcl a 9,\ D.B. 2931, PG. 168 /- �� //. 1 -/ D.B. 2830, PG. 78, 83 (PLAT) QENSJT TREE\�S / - -b�0- • - - - - - ' / / - - / - ' , ` %�j / / / `'SFlE1� EIdC: --'�STREAM BUFF% LOT 19 HED' J / CN / TREES _ - - - - 7 / y / TREES -' IF IPARKS/DE VILLAGE DENSE TREES \ -_- ,'// /JTREES ,' \ �.�\'- _ J/ / /i/ / �I- / 1 r-/ / / 1\ \\ / / D.B. 1974, PHASE 1 PG. 456, TREES 'TMP"086A2-02-OA-00800 / /' \ \ / / < :. , _ _ - - - - - _ _ \ ' ' / - _ _ / / - i 00 yV/F PATTIE L. BABER / / ` _ / - - - _ _ \ /' / ' _ , ' -_' _665= - -- - _ - - - o _ _ Q D. .1993,PG. 69\9----TMP056A�00�1-00900 \ �N82'19� �'// ,-------/ �ENSETREES - --- \�� • \ /� / / l r''%_-_ _- -----_ -� \\\\��--' Z 4 P.3 EAN r �59LV1062.67' �- - \ �\\ / - '\�\�\�\� `7.B.275,PG. 10 PLAT) RACHELSHI / \- - - -- ----------- -\\\c\ - \\` \\� _ /, \�`'I\__----- \\ \ ■ LOT8, BLOCKA I D.B. 3539, PG. 25 \ /- _ _ - - - - _ _ - -\ \ \ \ \ - - \ ' I GU Y/ � _ _ _ - DENS_ETRE SCALE 1"=30' CBLUERIDGEMOTOR I D.B. 296, PG. 379 (PLA7� \ - - - - / - ' ' \{ \ \ \ \ OMPANY SUBDIVISION LOT 9, BLOCKA �� (� �U I _ ``\ ` \ \ I \�(VrSE�CORNER - - - - - - ` \ c - ' - - \ ` ` \ 0 30' 60' iMP7J56�?-02OA- 1000 �,4 I1 1 �_ ` \\\`��I �J 1 -. I16NC. -- - ,- ^\ �__----_ 1\\ \ BLUE RIDGE MOTOR I Q 14 1 - _ / - - { N/F WILLIAM A. JR., AND , �M I J TMP 056A2-ao-vA-Q1100 \` Y� - I I O,RTH_O_8' ENSE TREES - - - - - - COMPANY SUBDIVISION 1 _ \ - \ 7p D \ _ - - _ \ I _ N/F WILLIAM A. JR., AND' - - - _ NXF PARKSIDE VILLAGE ' TERESA K BLACK O W�' 1 J - - ; - - _ ` = _ \ \ _ _ _ - - - \ - _ - - - AMP O56A2-04-00-000A3 D.B. 1108, PG. 421 � Q j I - TERESA K. BLACK _ P \ I D.B.296, PG. 379(PLAT) T Tc � j D.B. 1108, PG. 421 TEL�All2A� AND ` �HEDSENC� - - _ TREES` - 1�-//d(11Ei9�1/NERSASSOC/AT/ dl� LOT 10, BLOCKA 14 I 1 D.B. 296, PG. 379 (PLAT) < < \ _ _ INC. ' I BLUE RIDGE MOTOR Qm I I LOT 11, BLOCKA D.B. 1108, P_G. 42 _ _ _ _ - \ II TMP 13 SHED - _ \ / ' - _ _ _ - _ \ _ �O. 1 I \� - _ _ gHED - - - - - / _ _ _ _ \ D� 3205, PG. 626 O O I BLUE RIDGE MOTOR I D.B. 320, PG. 543 (PLAT) N/FXIU MEI XU1= COMPANY SUBDIVISION 1 \D.B. 1974, PG. 456, 487(PLA ' I 1 COMPANY SUBDIVISION LOT 12, BLOCKA - - - _ _ ZHENG - - - _ _ \ _ - - - - _ _ _ - ` ` -670- - - - (�OMryjON OPEN SPACE) o G o ' I p 1 BLUERIDGEMOTOR D.B. 4205�G. 665 \ ` - - --x�x- `_ _ \ I 1 - - L R% _ 5.694 Al' U I COMPANY SUBDIVISION I D.B.311,PG. 556(PLAT) /�\ OgRATERgA/OF DSEW \ 1 \ 1 I 1 LOT I3,BLOCKA 1 �'� - �4�DBgTL'G�Z1 AMNT BLUE RIDGE MOTOR TMP 056A2-02-OA-0140 I Z3 (PLA7) / \ I I I COMPANY SUBDIVISION N/FPATTIEL. BARER I / KEY PLAN �t�LTN 000` i ��,•40' CLINT W. So S FFLET >� • Lit. IV 41380 �4r* 7/1121 �y4; M E 0 o, o N � N C > E w v E Lu >, Q LL o 3 p LL wo `mom 0 Lu L M Q�_j U00 J - uj 00 C7LuNV w v 3:o x oa =LL ti _ N =v>m ~ c Lr' 0 m 00 W M AM Z O P u U rn w 0 Z O rn w w 0 DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=30' ui W OCzz < ra I� /\Z 0 JI� o w J ^ �0C L / < G 00 Lu Lu (Yi a 1JJ l� CL 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 18.10 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. MkiRl1:i114MM019.1all] A►[y4 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. So S FFLET Lic�.t13sA 4>r :� 7/1121 �4�= �ssj ^� E 0 0 u N � N 0 ¢ o > E w v E w w um ¢ V 3 w O wO `mom 0 Lu L ¢<Vof"lo J - ui M rn N � z W U1 � 3: Q x LL � Q v = N N EO10 N W M a� 00 J z O a_ V In w 0 z O U) w w H a 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 O OCQz z c� J p�C40 > �zz J o 0 w Lnaz 2: Lu M w W m MJ Q H M Lu 1__l (.%) T--1 C76 *k z o U CL 0 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 , IV t44 OPTIONAL LIC. �� 10 EXISTING 12' MIN.' MIN. 0 7/1121 sr� PAVEMENT s rrr��. � VDOT#1 COARSE AGGREGATE B i T10'MIN. POSITIVE L DRAINAGE TO ,•004##0�t' *MUST EXTEND FULL WIDTH OF SEDIMENT INGRESS AND EGRESS OPERATION TRAPPING DEVICE o E PLAN VIEW N o 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 OJ V) x V) p SECTION B-B o a 6" Ln i ry a" Z STONE CONSTRUCTION ENTRANCE N N W No Scale W M � 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH 0 FRAME GRATE FRAME COMPACTED SOIL TABLE 3.31-B 1.5 p MAX. - J ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 18" MIN. t l t t "QUICK REFERENCE FOR ALL REGIONS" I l I l l FLOW 0 �y PLANTING DATES SPECIES RATE (LBS./ACRE) v� MIN. GATHER tttttt RAII RAII Milli RAII III III RAII 1111 PAII �L iiiii I I Milli I I milli I Wilill I NIIII I Wilill I Wilill IN x O � SEPT. 1 - FEB. 15 50/50 MIX OF EXCESS I AT -ilill -ilill x p ANNUAL RYEGRASS v v CORNERS (LOLIUM MULTI-FLORUM) DD CWD 4.5' MIN. 3.09 O H & 50-100 PERSPECTIVE VIEWS CEREAL(WINTER)RYE STAKE I a 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 /�pn / • • 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 O U 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-'� LU ! 2% 12' MIN.* �- No Scale 2 ACRES OR LESS OF DRAINAGE AREA: 2-10 ACRES OF DRAINAGE AREA: d° v� ) L p;b PIPE OUTLET TO WELL "MUST EXTEND FUL WIDTH _- -'D SEE DRAINAGE,, 7 L 6 6" DEFINED CHANNEL _ OF INGRESS AND EGRESS TRAPPINGEDEVICE 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' ra SEOIMENr SEDIMENT 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 CVSECTIE CLOTH FILTER CLOT ON A -AA -A ENTIRE PERIMETER GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL ftB1V► 2.5 FLOW 2 FLOW . CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE - j 3" - j NOTES: A rn1I11I111LL11 water tap of 1 inch runs( 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 CREST OF EMERGENCY SPILLWAY drainage area (acres) 8.56 basin volumes: (using 1' contour intervals) DESIGN HIGH WATER rzs-YR. STORM ELEV.) elevation (ft) contour area (sf) volume(cy) cumulative volume Ds• (cy) MW. va• 664 5147 RISER CREST 665 6102 208.3 208.3 • DRY • STORAGE DEWATEPoNC 666 7114 244.7 453.1 • wEr • sroRAGE 667 8182 283.3 736.3 668 9307 323.9 1060.2 669 10489 366.6 1426.8 sEDIMENr cLEANOGr PDINr (• wEr • sroRACE REDUCED TO 3� C.Y./ ACR♦y 670 11727 411.4 1838.2 671 13022 458.3 2296.5 wet storage: wet storage required (cy) (67'DA) 573.6 design high water (25 year storm) 669.0 dewatering orifice elevation (ft) 667.0 top of dam (ft) 671.0 wet storage provided at this elevation (cy) 736.3 top width of dam (ft) 8.0 available volume before cleanout (cy) (33"DA) error bottom of basin (ft) 663.0 cleanout elevation (ft) 665.0 approx. bottom dimensions: 367x7T distance from cleanout to orifice (ft) (> 1') 2.0 upstream face slope: 31 downstream face slope: 31 dry storage: dry storage required (cy) (67'DA) 573.6 baffles: No principle spillway crest (ft) 668.0 length of flow, L (ft) NA total storage provided at this elevation (cy) 1060.2 effective width, We (ft) NA diameter of dewatering orifice (in) 5.0 L / We (baffles required if > 2) NA diameter of flexible tubing (in) (orifice+2") 7.0 collars: No runoff: depth of water at spillway crest (ft) NA 'from hydroCAD calculations slope of upstream face (Z 1) NA slope of barrel (Sb) NA Q 2yr 15.3 length of barrel in saturated zone (Ls) NA Q 25yr 71.7 number collars required NA dimension of collars NA principle spillway: 667.7 available head (ft) 1.3 emergency spillway: No riser diameter (in) 60* bottom width (ft) NA slope of exist channel (ft/ft) NA trash rack (in) 72 minimun length of exit channel (ft) NA barrel length (ft) 55 crest of spillway (ft) NA head on barrel through embankment (ft) 3.8 diameter of barrel (in) 48' " Use permanent SWM riser and pipe SB 3.14 TEMPORARY SEDIMENT BASIN #1 No Scale 1441LT N �� 000 t o CLINT W. 2r, un S FFLET >� (r • Lit. N t13sA �4r* 7� 0 7/1121 ; zr s - rrr� M E 0 o N N C > E w v E w w 3 Q LL o 3 p LL 0 wO `6 ^H -i V oMo Z a -u O .. P rn 0LU �� a w 30'x U) w � i c ry Z Fv> O'^ c U) w W M a� o w vi M O x c� O x F 0 w w w z O in DATE 911012020 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. KOTARSKI • • SCALE N.A. • • • W J D < z w w 0 > 06 Q w 1■` �Q0 Qz tj J p�C40 > �Zz J o O I J ��z w00 on w (M Q ZM LU ,--1 cn ,-� o25 0 *k z U o a o w JOB NO. 38593 SHEET NO. 2E(3) L EROSION CONTROL LEGEND aT) TM \ 1-02400 \ \ - FENCE\I�\ �Q \ -~ ~ C MgPV2/�S /N \ \ \ TyRFFNOTC \ \ \ \ ��IILTN N/FCOUNTY ARLE, \ \ /S f/O t-� op 0� VIRGIN/ \ FNC. 0.6' \ \�\h \ \ R'140� 'POgp \ \ \ r�� i; t >• r� r� LIMITS OF CLEARING AND GRADING D.B. 4185, PG. 27\�.� �C D.B. 5, PG. 287(PLA) FEIVCE / \ \� \ \ ` i N / 0 CLINT W. yo SOIL INFORMATION PA L J-1 E C. 0.4� / 24 7 \ \ S FFLET >: y/G Qo \ �� /' �\ i';� Lic. IV t13sA �4r• DRAINAGE DIVIDE CE CONSTRUCTION ENTRANCE 3.02 \ \ FqS��) \\ \TV \ \ \ \ \ �s0t 7/1/21us op 75, 724.8 r \- \ \ _ CRS CONSTRUCTION ROAD STABILIZATION 3.03 / Q 82AAG C \ / I r \. \C \ \ \ ` \` ,,pper� ''%' _/ �, \ _ _ 00 72 7 l \ C� \ \ \ \ ` Q M E ll^_ _ z o SF i:�- SILT FENCE 3.05 \ \ \ \ / 0P a / / \ \ ¢ o SIVH P Q �N \ l D.B. 4182 PG. 355, 361 (PLA7)` \ \ \ 7 IP ® INLET PROTECTION 3.07 / N1Y056A2-01-0Q071DO I L2 Q��^ry \ / I / 15'V.EP.CO. EASEMENT E N/ CHARLOTTES. �q�� SCALE 1"=30' E F \\ I �g�\ \ �ry �,.y .j' SPARSE P4VEMENT I / /I / ` \ - W UPS I UK \ � 0 30' 60' Q LL � 3 DAMMANANDSARA _\ DD DIVERSION DIKE 3.09 / / LE�FRIZZELL ��PO g \ / �e a / // D.B. 3871, PG. 244,248 ( \ v� 18.10 AC. v \ o LL o D.B. 83A QG. 3 Rh 10' CENTEL EASEMENT W s o, D.B. 324, PG\\. 90, 92 \�`P� x 72 . \ \ \ \ , \ ¢a � c� oo z SB SEDIMENT BASIN 3.14 (PLAT)\\ Q�`>�� \ �� QJ��\ / t�� ' \\ x \ \ , �� \_ \ I` \ \ > o N O \/ fn LOT 3 p a Q? Y g \ 723.5 \ \ ` \ \ \ Z ` \ o m N a TS ASPHALT \ ? \ m / �� S r% \ 2S\ CONCRETE S1�8 7 \ / �D 9 \ moo\ \ �7y z F TEMPORARY SEEDING 3.31 y I ye Q \ // ��Q ♦ \ \\ \ \ 25 I / 1ggP �S \ \ \ 3 O LL t!1 15,'x I / �5`6� I Lu 724.E PS Y\ I \ \ \ __ `\ f �� \ �S vry Z PERMANENT SEEDING 3.32 n \ / /` \i (�' \ �i \ / / / II \ �\ \ p \ U O MULCHING 3.35 8•• � QJ , �� \� o \ ` \ � 7f' \\ w w \ �' C ` 0 0' \ \ Imw 723.8 / \ \ \ 724.2 \ / / / \ \ \ \ \ \ pie o OFF)CCE x / \ / / � \ \ \ \ \ ` w BM BLANKET MATTING 3.36 �� S �\ ABANDONED] \ TMP / \ \ \ �\ ` \ � TM�056 f01-00-071A0I \ \ / MW \\ CR�ZET NEVI/ TOWN ASSOCIATES, LLC \ \ 724.2\ / \ l- /F CH RLOTTE B. / % TP TP TREE PRESERVATION FENCE 3.38 %{(v1M /NAND SAR/rl y / / 1 1 8. 4568, PG. 724 \ 725.9� 25.1 / \ \ \ \ A J\ ( / / \ \ \ x \ / x / CONCRETE SL9B \ \ /' a � I \ \ T L� FRIZZELL 721.4 % \ l �' vi / /� 1 > x i D.B. $06, PG. 249, 252 (PLAT) , \ /f' / \ �I \ \ 1 D.P.33, PG. 3 / /\ t�4i \ l / \ \ / (PARCEL 001) , , p // �/ I �/ \ x 23.6 I 3.983 AC. DC DUST CONTROL 3.39 \ \ D.8�3�4, PG. 90/92 \ / ` \ \ / \ \ ' \ ' \, (PLAT) l Q �� J )2 \ I l , > - 72� ,/ / 1 Ss / . \ 1 / / 0 \ 717. Q \ I / 15' .EP.CQ EASEMENT I \ 7= O D. . 4182, PG55�?61 (PLAT) y _ / b - CONCRETE SLAB I / \ � F� � �L-r1' P E .m ~ ` �` \ / - - - - - - - - - - - _ _ _ 724- 30'V.EP.O�AEMENT 56A2-01-00-07180 I / O� \ / Ow / SF CONCRETE 7{B--------- / B, / 0.4 3855, PG. 487, 494 PIL Aq rr�� / S / / 16 pJ \ \ // �� / I I--CR(lLETNEWTO /I�SSOCIATES,LLC I // ,' / / `/ 88 ' H LOT7 r'o V�� \ /� , l b - (P L00g)\ I / ' / /� x ¢ I / E / I TS DC I r / II� 72.3 ,' \ x \\ 1 ,, / / Q RAVE \ ` \ Q I \ 723.4 / °ti x z \ Q I\\;� x720.E '��i // -\`\ /�/ l DATE _ 716.7 \ I I x /y ` \ �� // \\ �` DRAI A VI E _ , \ // / 1 a // %20.1 \ \ ,' l / � 911012020 x I ` \ I �V r y I\ \ , FOR EDIMEN x / / ,/ I 9 \/ l l `r\ l �' /716.3 �(] O DRAWN BY 10 X20' TL��Z A h�ENT \ � .9 \ / I B , / lI C / \ SPARSE AVEMENT / } PG. 2 , 63¢ (PLAT) \ \ \ I \ \ 723.51 l _ , B f ' ' / \ \ ' ' x G m / ,/� �• I / J \� Y \ \ \ \ /` / 719. ' I / ` 1l , G -n C. GAYNER I x \ _ II ) lC/S/ / / I ' / �i' !� %' `l l i / \ i /' 716 �DESIGNED BY TMP 056A2-01-00-07000 RUINS \ \ \ \ \ �'�� \ x ms • N/FELEFTERIOSK - - 715 - \ l ' ` l �\ l �` \ \ \ // / // / /; , VASSALOS ASPHALT l x722.6 �� x \'\ C/S\ l �l / I /„ v x 729.3 / 7159 - -�- ' • C. SHIFFLETT l CONCRETE SLAB G - G IP //1 \ x \ \ \ ll/ _ _ l / �e l / l lep O l l G WAREHOUSED m/ • CHECKED BY D.B. 4355, PG. 16 PARKING / I \ /� 723.5 \ / ' '� / %' x a l \ l C. KOTARSKI D.B. 4355, PG. 10, 13 { I { \717J \ \ / / „ 9 / / Grp 2 / (ABANDONED) r�' (PLAT) i \ ^_�. 41 6, P 629, / / I / I \ \ \ \ / \\ \ \ \ \ ` OT 1 / / T / F 720. / / e Q - \ m. C S AS E qJ ! I l / \ _ _ �� / I v��ydj 4/ l m l E� Zi • D.B. 4046, PG. 49 , _ \ y7 / l/ 1 \ / \ - \ / /I (A lag ONEg ;'' ABANDONED l 11 - \ \ r \ �� li i / / / / �\ \ \ \ , - - - l / I C/S \ J„ (ABANDONED) // / - \ / • • SCALE (PLAT) - \ -� \ \1s / x / / / // �\ \ x \ F �� \ _ - _ / / / / OT 1 ��- -�/l l/ /� ` / l '/,llI / / \I i =' • 1" = 30' \ �>4 {///�S IL,S \ �t %22.6 \ \ / q \ '/ �122- SPARBEPAVEMENT 2 r- -� m. 4°Pvc CDl / / /�/�Qs l 9T>c O /J (AN OIVED) ` / i - ET. WAL m • / \ , /T \F � ' �';/ r ,/ Q� \ /� ` l /\ , 40.P UT� FT �� l/ `'I` -_� jam', - '� /\ Of i I 720.2 ,l _ /'.�3'===_===� i�� 1 /1('I� IP / l°Uco, /14�ti 1 f Uel/C /27p/ �� / x 721.3 I TTs,� L -1 \ / // -�/ , / li \ O % R 2 . I IV EXIST. R/W / ARSE PAVEMENT / PFNF h2 / y -' \ Jl �� - '13.4 / / �\ /x , / _--` / /I \\ OT1\720- - // �\ / /'/ N' DC / 721.2 / �.\ - I R l I l \ \ / '.'•77CV/ / / // IA.v b� Al (�bh 4,Q /�1 / / / \� \ 1,1, Il i \ _ _ ti C�a �vQ 7x18.4 , 719.5 / I / 720.3 /i - I,i `-A� ir/ \/ ----� /// x711.1 0 0�p� �4 Q / / , x l / 721.3 SPARSE P VCAENT l(Q / PIPE y _ - - _ -� i. - / / _ - / / 1 �0 / / / / / / / _ < -CL ABOVE'' , - - - ' / / r CONCRETE SLAB G/ CRY �- / p: bl�o O 2 GR VEL / l I� 7"/`' „ Q GROUND ^ - - - ~ I BUILDIN „ B q 1, �� C 1 I i G b 0 �P p ' / , / ABANDONED) ;'�- ' _ - /, _ _ ' / I w Rr/p FtU r 7 �/ ' / / W TL) a / / / /i-- , \ / �/ - �� ' Qti _-_�` B I/,q F 5' -�__ �'-W / QQ Q' `/'V / / `Y - -' / ny�• �N7 o I / L - - - - _ 1 27 R/ i / ULT 4 `� l l / - n 3 p D 2, FS f -t, '� �/_ / �h./� (� l _ _ _ / , ARSEPAVEI�IEN,T t / , M/ 1 I / l ,� Op3" LLI B. 43j3 P PG 173 111 --y__ �__ �4/ l �� / J0h \ R' (�QT� / ARSE PAVE /ENp I W G (P ; - O l 721.3 / l / / / C/SI 19 UALC 237?47G9T% - Cq/ 3�3f _q i I �0 O Rr I )% FCC�\87' Z t q = �ZET E T �• ^ l 719.5 / / /'/ x �� / / /710. (PCAT� i I I �- R 240 I 1 �. `b / 4, \ x / / / / ' T / v / - \- _ (�1 / ONS �� 'c l 710.5 y m I / x W = t 6' 11i >1- h 1 l k Z /'�,, /��l VW l Ziy / l / \ / , �� 40'RFFT �'�\\ - RCP -----7-- / I C E / x / t; ARSE P VE ENT 721.2 NOPFN S 712.5 T T �r'2 /P- / T l FpJ / / 710 / x709 / �_ _ - \ 711.2 \ Z C` J l / l �`I4)// I / / / , / / 709.5 _ 1 _ - _ \ --z� ' 1 l/�CDI - l 727a l l ti / - - - _ _ _ GRAVEL AREA - 0 EXIST. R/W ` -L W \ l / �� // 4 n / , l I \ „ / l 7 2.6- / -- ' / / 710- - _ / Q _ � �lK -•- /T / IPF / \ \ J ,i / `\\ / / ``/i I�� ' \ / // I \ G' �/\ \ -`--Y� // /'/ / /� J /_ _ _ ` `- - _ _I�•�i�j7iT/i \ \� 71I / LL SOUTH0.3' , l 721.4 `%��\ , I Q4 / /� / / / I x 7 !!` / /l 708 �� i \ log. T - - - \ - E II 1 ti DENSE TREES _/ / / px 1 g / \ - i U / _ 707 ` , / ,1 I\ I \ 709.7 708.E Q rD {\ I 718,J / I \�� /S� RSEAAI`MENT / x �' 706-�� /`\ '� I J \ \ L.L lRF\ / ` I / / / / J' -711-�\ /-� 7091NO.3� /i% \\\/ -t, ---- \I M , Z /TMP 056A2-01-00- \ - _ _ _ N72 \ / / I / / / , ` 709.7 = �- �70 �� _ ' - � x } 0 / N/F CHARLES R. IN(TT, I T P - - _2"(ems l I / / �l '�7� \ \ x / a 11 1 /T - y G'�"� a70 z JR. AND HERBS�j TA. I �82 I 71� T \ I /^ / �=r \ _ _ - 708. `� \ \ 1 / 10A - - - ��i �� _ -i O U /PICKFORD, TRUSITEES SF \ _' x // SF / ` �/ 1/ i -ram V, / - ��'� SHED I U F" TABOR PRESBYTERIAN / / / 10 Z FOR DENSE/ TREES I I / / � � � � � x 09.2 'II , /h ` �/ 3 T - - �-� � I Lu � L I Qv TMP 056A2-01-00-016, - /+� / ' / \ \ 709.9 r'li ' a / CHURCH / b I l F l _ I � Q C THE SQUARE, LLC \ /� TH013'�* / ` Z,' 1 / \\ \� ��i G / D.B. 1770, PG. 367 DB. 4708, PG. 37 \ I I / ^ / ' \ _ i \ I ' \ \ \ ��i�� 00 W � D.B. 145, PG. 231 I D.B. 3077, PG. 205 \ / �� / 1 �NC�RS /J `� / �'`�'�� x I MW Q 0 / (PLAT) D.B. 3013, PG. 138 PLAT \ \ LIMITS OF /I / l \ / \ �� _ _ _ _ - ' - - - _ '/ I 1 / I 2 '� _ - i�'f��i 704 3 \ ' / LLI 004) I ( ) DISTL RBANdE = i /I \ \ / \ / \ E TREE-5- (PARCEL - \ , �ii (PARCEL 005) 18.10 AC. / /, I \/ / / DD700.6 ' / M _BLOCK BUILDING G 0 ) a ,--I 700.E\�AB9 p= I Z / 2 700.6 / x 699.4 \ �� m Q a 0 REFERENCE LINE- THIS SHEET l / / / �, I I I I I I' I / I TP / P !_ _ - 700 _ / �`00.3 � Q R I U) / GARAGE �/ / I I I / - _ _ \ / QJ a ` \ l / / / ppd - / EXIST. R/W L I I I I I l / / / / / 1p0 / - 699 x co CO FgSF 1 I\ \ \ \ \ - 700 �O Q 91 I I TMP ¢56A2-02-0A-qO l oo / / / TI E SQUARE, 4LC - - - _ 699.7 LLI . B. 5345, PG. 68 / / / / I - _ � J e _ 699 _ QB. 351'2, PG.1557 / SE TR D.8,275,PG. 310(PLAT) / d / - - - - -� _.�.�.�.I-ILOTII,BLOCKA/ / \ �si�' -\ /' \ \ 1 ► r / - J I I I r BLUE h1DGE MOT9R O J CmMPA�/Y SUBDIVI,SIONI I \ \ I I DEVSETREES/ _�" �ro TP / / 1 / / �-_ _-- _-- / `• / / I I I / , I ♦ \ \ , _ �L I ()TARCEL/ 006) JOB NO. i SHEET N0. KEY PLAN O I h SOILT'YPEy ,�/ ,' ,/ y` ,' �Z M�, // REFERENCE -LINE -THIS SHEET'- ---- 2F(1) _____-------�\ __--- - - - - - - /--- ffl I / .� I I \ / I / / /o / / IRS �- S89°53'10 339.-31' / _ - - -IRE x1710.7 / ■ \ 11 \ ' DEN,S�TREEyS' 19 �- - _ _ `-----------' DENSE TREES \ --- --- I \ y 1 �� I I / / / TREES I / ffl I / `� I 1 \ \ � \ \\ \ \ \ I / � / I � / � I , DE SETRBES - N. 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D.B43868 P. 414 / / 18 LM36\\\ VEPCO D.B. 4049 P. 138 0.27 \ / / 1 g WMH ACRES TMP# 56A2-01-71D p • / /l \© / `",(�� 6 / VO'/ / 4� / /ATE 708.47IN 15" RCP 699.96 OUT 15" \ C� v RCP 699.67 / n ` �s �t1�oti/ / O b / P/EDNr0NT REALTYHOLDINGS III, LLC �, Q(�q)*/ iDB. 4355P. 13PLATD.B. 4667P, 66D.B. 4046P. 496 J 7 PLAT D.B. 3686 P. 575, 586 PLAT D.B. 4696 P. 640 COUNTYOFALB. D.B. 4426P. 590 CABLE D.B. 4302 P. 185 VEPCO D.B. 4233 P. 206 CABLE D.B. 4222 P. 199 VEPCO O.B. 4186 P. 629 EASEMENTS D.B. 4066 P. 250 VEPCO D.B. 3877 P. 244 TELEPHONE D.B. 3855 P QB <FF \ �� ,�• / 487 VEPCO 0.45ACRES (G7S) TMP 56A2-01-704-11 A42 / ASPHALT PARKING A / 4 /xy1�j/ / 11 PIEDMONT PLACE #2025 4„PVC FDI�� 2025 L/BRARYA VENUEc, / ^ \IASPHAL T EXIST. RM EMI 7- m _ B. 21 D AR> W —q- UL T � B 01 V _ \ 2p gar' ,� 43j3 PG � 24� --353'f T�yi=-_ I \ \ 240 10+50 �$ cc EXIST. R/W WAS-9§�V 11+00 11+6p Oil N — \ 12+00 \ \ \ \ / / I I \ I [T�I I / GARAGE// � Lu V2>OS>�'C CSkRgILR� \ ryRF�SOrC'y0 `\\ NOTE: FUTURE PHASES PROVIDED ao \ \ R2gO9 Rogo \ \ WITH THE LIBRARY AVENUE PROJECT DESIGN SUBMITTAL FOR \ LEGEND: FASIDEWALK PAVERS ® PAVEMENT PAVERS INFORMATIONAL PURPOSES. NOT FOR CONSTRUCTION. HEAVY DUTY ASPHALT CONCRETE SIDEWALK fA�EM�,T / P 44Ay�• \ \ �7��' co Q HEAVY DUTY CONCRETE \ SCALE 1"=30' 0 30' 60' m m \ Z m 0 rj LTN Q�000/ 14 �4V C CLINT W. to v�S FFLET >� Lic. N S43s0 �4r� M E 0 o N � N C > E W v E w w 3 Q a o 3 p W Wo6�� j V moo z w — ui O rn (L vMI. 30V)x U) W Q 6 u _ i c ry z m > O c U) $ry > Lu W M Lu 00 �H O x c� 0 F p W Lu w F- Q z O in DATE 0 911012020 >- DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. KOTARSKI • • SCALE 1"=30' z L z —�'— Z \ �� 1 \ \ \ \ 'w _ \ \ \ GRAVEL AREA 1 \ � \ASPHALT \ � 1 I9+00 w —R— a 1 •J t 1 I ' 10' WIDE SHARED USE PATH ' BUILT IN PHASE 1 TO ' REMAIN IN PHASE 2 NOTE: FUTURE PHASES PROVIDED WITH THE LIBRARY AVENUE PROJECT DESIGN SUBMITTAL FOR INFORMATIONAL PURPOSES. NOT FOR CONSTRUCTION. —IF — DENSE TREES TREES v® OWN DENSE TREES A I 1 , I �■ar�r�a■I■��arr� DENSE TREES CSX TRANSPORTATION, INC. (TRACK MAP V2-115) — e— 21+00 OWN 21 50 1 22+00 22+50 23+00 ■.��or��os�r�o�T��o _ Af— L"W"� VED FOR FUTURE L TOP STREET TO ORPUBLICUSE Y THE COUNTY 621, 693 (PLAT) L 007) r n�a.��yar:»may 25+50 LEGEND: SIDEWALK PAVERS ® PAVEMENT PAVERS HEAVY DUTY ASPHALT 171 CONCRETE SIDEWALK HEAVY DUTY CONCRETE — — PL- - —R � L — HILL TOP 40' I D.B. 2830, PG. ��t �LTN 6;!;0off �% i CLINT W. y� S FFLET >� Li . N 7/1121 M E 0 o N � N C > E v E w 3 w w ¢ LL % 3 LL O wO `mom ¢ j V 2 z o — n .. O o C7 Lu �� a w v 30'x U) oa w o =LL i ry z O m > c U) oLu > W M Lu 00 � H O 0 0 w w H U z O DATE (1) 911012020 O DRAWN BY C. GAYNER } • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. KOTARSKI • • SCALE 1"=30' FT ui YGROI �— — _ _ L U) IREA I �Q—I — _ W Lu W Ir I > Q L�J T 11a1 W D Z r m LL J Z � 0 U 0 LLJ C< Ln : J 00 w mQ J J TM 1-2400 --. B. 163,�0 82 (PLAY) ` FENCE �4� .' ;;, SJ - OTC \ � N/FCOUNTY LE, h" - 40•6440 \ B. 72, PG.24 ` NC. 0.6' �� \ \ (SR DRO NOTE: �� LTN ��• VIRGIN \ \ �\ \ \\ T �� _, \ 240/ 9D \ \ THE ENTIRETY OF THE FOLLOWING PARCELS r t"� 11F �0• �\ �\ D.B. 4185, PG. 27 I l / \�; -_ _ \ \ \ \ SHALL BE WITHIN A TEMPORARY CONSTRUCTION \ \\ \ \ 4185, PG. 287(PLAFENCE / \ \y \ - \ EASEMENT FOR GRADING, UTILITY INSTALLATION RCEL J-1 o N l \ #;;` \ & RELOCATION AND OTHER CONSTRUCTION CLI NT W. yo tia4p sT� 4°CFs \ I / \ - ;; - \ ACTIVITIES AS INDICATED IN THIS PLAN:FFLET > TM P 056A2-01-00-071 BO • TM 056A2-01-00-07100 Lit. IV . S13sA Cr • TMP 056A2-01-00-02500 y/ y� / ✓' ' `r 2s ANT \ \ UL roc i \ �` \'-_ \ - - - _ s•`sS C�G`�-• \ /,7•�5 M '�` 00 ♦Ii�� 056A2-01-OQ071D0 \ / I / SSAJH/\72j, - - SCALE 1"=30' Q o \ s I /N/F CHARLOTTE\8. 1 \ / \ �- a \ \. \ ry \ _ \ - - - w v E / DAMMAN AND SARA / \ / 1 I \ �` - - _ H w ''n i _ w \ -0 30' 60' LE�'FRIZZELL \ / I \ / 7x \ �� ~ \ v \ \ - - - - �' ¢ a 3 / \ D.6.83� G.3 1 \ / �I / ` 723 N \� --_ �- �_ oLL °. 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R/W 1 �/ CD W N 11+0p _ / ° / , / , - - g - ! / - _ _ - - I 7>0 - - � /ASPHALT t rl _ / / ` / / , / / / / / GRAVEL AREA \,' ` `a ' \ t Q - � -�- 308 307 \ 05 / / L /'' - 70 --- \\ \ it �/ Q Lu 7171R_ 1306 ti A% 1 h , �\ Imo\ \\ _ �� \ L.L ' ix 1 1 \ 7/•�-719 /' 0 - ` I - ...l / ' .1�3 - _ i ^ , / U - �/ / \ I` \ I I GR z V \ /TMP 056A2-01-00 a1500 Z 09\� 1 1 / N/F CHARLES R. ITT 0 JR. AND HERBS T A. ' 11$ / 1 10 \ \ 10 z I I I I I �� ' + / / , ^. / / \ \ ----. SHED -- I 1 PICKFORD, TRU TEES �..c �� I C\ / ! 1 OU I / FOR \ .'.' / 16' PUBLIC / 03 ` • lip _ ! I w I I TABOR PRESBYTERIAN TMP 056A2-01-00-016�0 34 _ / / / / ' ' 1 L _� \ ' - Z CHURCH THE SQUARE, LLC \ 2 , I ACCESS I / / , `O� EASEMENT,' - `= ' /� Q Q D.B. 1770, PG. 367 DB. 4708, PG. 37 TEMPORARY1\ k1 \ /' '! 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R/W L I - I I I I I / l % • 704 7 ' o - 99 1 I \\ - \ 700 / PROPOSED ' 694 \ \ / r ` I I / J I I / Ivj vuo TMP¢56A2�2-oA- // / r i j -701 693 W 7 I T E SQUARE, / l \ / 'TREE LINE / \ \ 692 - I Q // / / / I I // I I I C).B. 5385, PG. 6 / / ' r/ / \ 700 98 _ - / / \_ '699_ _ I\ 691 I I TEMPORARY _ - _ _ I _ QB. 35$2, PG. ti557 / _ , \ - `\ I I I I I I D.B1275,PG. 3112(PL/CONSTRUCTION / I It / 1 I I I LOT I , BLOCKA / EASEMENT / J I I BLUE MIDGE MOTOR COMPA`VYSU�DIVISIONI- \DENSE TREES'' (gARCEL/ 0061 Il /l /l- \ 7 - r - _ '. - - = / , ' C7Q \\ \ 1 , / , ' / /' / _ /_'` �' , r / /' •.;j. .: 5 \ _ _ - _ - _ •�� JOB NO. ,s9o-- ,� ' , - , - / � � I �; S� lti. \ \ , , - , - , • ,' / ,' ,�_ ,' /: �; N'r� ....... — 38593 - -' A �.l'.'.'. ....... _ _ - ' ' / / , /' ,' , / 1 I / / / / 698 / - / .....� ..._. �..:: ....... _ SHEET N0. .. .. .. .. .. _L ,'I� ,' l ,-'r 1 I KEY PLAN �'' / / W=~ / � '�� \\ / R FERE CE LINE -THIS SHEET s97' 69s � �._ _ 4A 5 - L -£3X�1I4S20R�AI-l@/-�hCC.-- �(� _______ TEMPORARY / /' / _ o CONSTRUCTION , / ' ' / 9 - _ - _ - - EASEMENT RELOCATE POWER POLE AS — / _ — _ — 690 / NECESSARY. 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T -I. \ / EASEMENT FOR ,I / - - - 692 691 / - p,r�-1690 c 6 / / VDOT MAINTENANCE / TMP 056A2-04-00-000 3 �/ _ / \ 'b R I / / / va N/F PARKSIDE VILLA E L j `� I I / �7f' / l / / /' - - - - \\\ c° \co VARIABLE WIDTH / / ' / _ / - / _ - _ �� \ 1 \ CPS \ \ \ 1 64iy I PUBLIC DRAINAGE EASEMENT 67 - '3 TMP 056A2-04-00-02300 D.B. 320 PG. 626 SEMENT/ / / / I _ / � �� _ RELOCATE POWER POLE AS \ �69� J I I \ \ \ \ - l / \ N/F S/.ISAN D. ALMARODE OWNERS ASS CI T O , I V.E.pCO 423,5 (PLAT) / 100 g, / I NECESSARY. COORDINATE \ I \ \ �\ FOR VDOT MAINTENANCE - , D.B. 283 , PG. 78, 8 (P T / 7p1 - - - - - - - - - - / ' / I rA,g. 477, I \ /6g 1 I / r \ J / \ \\ ` \\ \F \I I 0D rn I - \ - s _ / ( ) PARCEL"' : PG. 621, 9 `1f pC'' I _ / / / WITH DOMINION POWER /� - 6 D.B. 2848, PG. 438 ( ) I I ) / \ \ \ I / � 67 -D.B. 2830, PG. 78, 83 PLAT LOT23A bl� 'I / / / / l / \\ .704 /l 0 056A2-04-00-0228 \ _GRAVEL AREA L / / ' /� . ■ — --- \� _—i // /' / �'' / /' /' /'/ .6g6 / ' \�� // I // r0�° I ) \ \1 ` \_ —\� \ I I \ �' _- N/FWILLIAl-AND / I \ ` \ \ \ ` , \ \ \ o, / AL YSON R. GORMAN / ---'D.B-3717,PG. 537 ! 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KOTARSKI • • SCALE 1"=30' _T GRAVEL AREA EWER MA IMP 0A42-04-00-02100 (n / _ _,-696 I /' / --- '/ ��'��/ /// /// I \ \\\\\\\tf // / M \\ \ \ 1 N/FEMMETT DARINAN w _ 692 ' __ , / / / I , \ \\\ 1 f I / / m I\\ \ ` I I ' ffl / I / / / - - - _ 6g7, 6-' _ _ - I //' I / _ _ / \) MICHELLE SUE . 29,'1 I / 69 / / / I I I I / - / // r/ „/ o \ D.B. 2761, PG. 29� / / _ .695 _ _ - , \ I I _ - - - ' _ 0 1ARIABLE WIDIfH 1 \ \ (PLAT) / , / \ I �II 6�830;`PG. 78 83' \=-------- - / /' ' \1__ \ \\ �`- - - - ` `I Illl III / ro I , LOT21 ' N / ? 1/ \- / \ _ 695-_)VIIIIII I o EASEMENPUBLIC T OINIAG RV 1 I - �� / a W _�/6g1 / \ \ ` __ -A III // I \ R- 1� --- ---/ / /h\ '/ /'-- j/ \\\ \�-_ -�---------- -----\_'---///111 / rO o�MAINTENANCECO \\ I I I / / ---- PARKS/DE/V/LLA E(E / -690_ `---- ///�/ ' y0� \ I� / / D.B. 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DRAIN. _ / 6 A,� N EASEMENT _ - ' M o - ----�----- - - - - -- \'` 680 --- / // /� /O6$ 20'PUBLIC -_ Q -------------' \. / / _ s ;==J\====_==---675- - �' 502 /I �= _-DRAINAGE ------- -\ \- J/'' / �.\ -----' /' / �_' _� \ \- - - o..� / , - - - - 61/ EASEMENT U' - - - - NOTE: - - - -- \' ''� _''------'' /'/ ,_,' �' ,' ' ' ✓ _ _ THE ENTIRETY OF THE FOLLOWING PARCELS SHALL BE WITHIN A TEMPORARY CONSTRUCTION /- EASEMENT FOR GRADING, UTILITY INSTALLATION & RELOCATION AND OTHER CONSTRUCTION _ _ _ _ \ ACTIVITIES AS INDICATED IN THIS PLAN: - ' TM P 056A2-01-00-071 BO , ^ - - - - - ' ' / / / / - ' �7� \ / - , ' / I I , /............. _ TMP 056Az-01-00-07100 - ' % - ` _ - - - - - - - - ' : / 1 I / , , TEMPORARY �� / / / \ CON$TRUCTIO 400 I TMP 056A2-01-00-02500 /' �ASEME N - / / L. BABEER, PG.6y\9----TMP056A2-020�1-00900 \ / - _// /------'� _ ___' \�� ` / l -'J ��_--_-=-�-.y �_ TIE TO EXISTING P . 3 . E AN / l \\ I. \ I GRADE 10PLAT) AACHELSHI / �_�__--------\\ \ \ — — l OCKA D.B. 3539, PG. 25 \ - - \ \ \ \ \ - - - \ I GU Y/ _ . \ I \N. MOTOR I JOB NO. D.B. 296, PG. 379 (PLAT? Z� I _//- lBDIVISION �� `kl- { _ \\\` - \ t �� 6E1CORNER _ - - - APPROXIMATE LOCATION OF 12" WATERLINE \ \ ` c� LOT9, BLOCKA -'TMP_056A2-02-0A-01000 �� I1 1 _ ` \\\` \` J 1 11 1 - : 1 LING. - \I \ \ 38593 I BLUE RIDGE MOTOR - - __-_-----------2 L -----` --- `-- - COMPANYSUBDIVISION ' N/F WILLIAMA. JR., AND -� �i I / \,� TMP 056A2-712bA-01100 \ \� /� _�J 1 I 5(QRTl 0.8�7� _ \ \ \ \\ \ \ /' SHEET N0. TERESA K. BLACK O QUO' I I N/F WILLIAMA. JR., AND 1 \ D.B. 1108, PG. 421 a j I - TERESA K. BLACK P f936A� 0P-BA 07706- \ ` \ ` 3 \\ AMP 056A2-04-00-000A3 \ \ ` _ _ _ NXFPARKSIBE-VILLAGE ` 6 4B L 7. L \ \ , , , \ LEGEND: It It It It LIMITS OF DISTURBANCE DRAINAGE DIVIDE SCALE 'I'l 0 60, 120' PARCEL BOUNDARIES /\ �` PRE -DEVELOPED DA3 (NORTH): 00 = \ \ AREA = 0.26 ACRES 0 \ \ uft -------------- I_ �-- - —_ _ _ _ _ _ _ _ _ �_-_--_------_--- _-1--_-_-_- -_ _-_- _ I / _ \ / I ,I\ 100�F S T,FLOVa\ \ 1 I I 1 \ PRE -DEVELOPED DA1 (WEST): / \ i AREA = 2.25 ACRES ' _ \ TC=6.0MIN. OF OW /\ / \ / \\ �t\\� \-- - - - - -- UTFALL \\ / / \ \\ SWALILQ11K\\ - - - - - - — — / _ / / _ / / ' TYPE TYP.) / \ \ / \ \ (',ONCYNT \D 1 I I I / / / / / _ , SHALLOW\LCi�N (UNRA 6D I I I I 1 I _ /_ _ — — ',�\mu) I I \ 1 / ol I\ J i CONCENTRATED `- /li//-' / _ _ /T\ / �y\ / FLOW (PAVED) I // ' _ / ')/ - I 1-->J ///U/ I I I / I I --_-------/---------/ 1 \ \ \ \ \ I \ I r\ 1 / SITION \ A00'OF' _ , /„ -/ _' _-' I // // �\ \\ \ 11,\ul/ I / / / I \ \ \ t \ r / I _ - / /SHEET / / ./ \ " 1 / --' _ I 1\\a \ \ \ 1 \ \ / FLOW. / / , _- / / ---� /, !/1! I, / I/ , )T ANSI�T" / I E (TYP.) / ' l y / l / — / _ \\ Il, X 1 \ l 1 / I OFF OW \ \ \ I l / l / / l - - / \ \ / _ _ / / _ - - _J/�i j / / / \ TYPE (�YPI) ' f y 0*0 f\ , T (/ / I PRE -DEVELOPED DA2 (SOUTHEAST):- 1 f�' i� _ \ / 1I / 1 ^ AREA = 16.95 ACRES\- 1 CN=78 TIC =13.3MIN. 11 /if I� I \ 111 I / \ It\Ar If Ilk* / _/�__ if_—---�`_ µl /\—v _ _ - _ - - ' ' I 1 1 g6 I \�`\I \ I / / / /' _ '� _ \_�_� / / _,�/ / �� ! r \ / ��\ / � X I• J, �61 I It l If ``666_ _ I \ \ \ \ \ IIt I \ _ ,- / 1 I I I TIME OF CONCENTRATE PATH t�LTN 000�,�` CLINT W. y� S FFLET >� • Lit. IV t13sA �4r� 7/1121 I•,1� I/I1I��G,' Lm z O a_ u U) w p z O N W w r] DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=30' uj z Lu z � W LU a Q Cz G Q Z w Q W~� J 00 U I I J ICJ / L • < Lu m W Q M a O Tl Lu Lu UI Lu JOB NO. 38593 SHEET N0. 7(1) L LEGEND: ` t l LIMITS OF F A O ;jr� , DISTURBANCE f�R CLINT W. Z: iiiiiiiim iiiiiim iiiiiim iiiiil iiiiil iiiiil iiiiiiiim DRAINAGE DIVIDE DES FFLET >� SCALE 1"=60' � Lit. IV 41310; 0 60' 120' 7/1121 ti� PARCEL BOUNDARIES �4•r� L � TIME OF •�NNH', 00 CONCENTRATE PATH T \�_ 0 �\� \ E Lu 722 \\� TRANSITION _ \I w 0 m OF FLOW _ CHANNEL�FLOW Lu _ 00 z TYPE(TYP.) zi 720 ME6 MIX n / I 1000FSHEETFLOW. 1 r '! / / e===-_-__=_-__-_ ---- _=— — - --___ _-- ""> Ln \ �'r I - J ---- -- \ � a � vl o Lu MANAGED \ \ � RAN�SI\T\ION _\ w -~1 POST -DEVELOPED TURF N I I =` w PARCEL TO BE OF FLOW 1`I CONCENTRATED , DA1(WEST): ` \ DEVELOPEDIN\TYPE TYP. FLOW (UNPAVED) rn AREA = 1.08 ACRES FUTURE vCN = 82 PHASE --- -- TC=6.0MIN. \o\ \ \ \ I \ `\ - \\` Ill / I I I \ \ \ ) l / 0 MANAGED/ll TURF t L • PARCEL TO BE '/ J /�\ y"... / - r \..\\�II /I // I \>�\ \\\\\1 1 - _ _ - > w h ' DEVELOPED IN / / _ / =_i'-► _ Ind FUTURE - / /� / _ / / ' _ _ - \ , u 0 1 / -` J \ Q PHASE 1 �,., / l/ / ^ I / / - -`—�- z 1 _ --- — _ t / .. — / in DATE z.. _ I > MANAGED J > �— /'� _ _ _ _ , - - � � 911012020 .... / ' / y'_•. / / / ' TURF i / — ` — y = �\ �` ' O PARCEL TO BE ' - - _ \� - �� . MANAGED , _I \� = a _ _ / / > / / /, } DRAWN BY ttl/ /•�.. / ^� / / / DEVELOPED IN / / / ; , _ , etJ i` TURF /Y� ' - - - i ' / / l /_ ! '/_ = - - ; \ \\ \ \ \ \ \ l / 6' RETAINING - _ C. GAYNER FUTURE PARCEL TO BE _ _ �( �'1 I tl' / / / / �_ / �> - - - �, \ - 11 _� \ a Y WALL \ _ i DEVELOPED IN 1��iii - ___ / I I r ' / - I \ \ I / e PHASE /// •/ / �/ 'I \ JI ) / r �/ 1\ \ \ \ I ' DESIGNED BY I I 1 \ / I �,. /..• / �,� / \\ - - - FUTURE , , , - - '� i / I / / ' \\` \ `r �I 1 \ • PHASE i' `' �' - J / �\ \ g _ C. SHIFFLETT I \ /I /\ l ::..xTx : o I l \ / - ` _ , / /--�`1 , / / / \� \ \ I O _ / �\ • CHECKED BY I / / _ _ _ _ Ion r _ / _ _ _ POST -DEVELOPED DA2 / / // \ _ • I � / r v �� - / r I - - 1 C. KOTARSKI �. •.'#i::::r 1 11��\ ,o I � - - �Ez\ DETAINED (SOUTHEAST): - Y , ''r_ �' / � � ROAD AREA = 6.68 ACRES / _ ' / / M D - u67 CN = 91 / _ - - • SCALE / / TURF Y / / PARCEL TO BE %v% - - ` I - - - I /' /' -� / / / MANAGED ^a - _ - / TC = 9.1 MIN. _ / DEVELOPED IN // / i : \\ \ ca _ _ 1" = 30' ,:..•F _ I //%i% TURF \\\ / / _ �' PARCEL AREA = 9.77 ACRES FUTURE \ \a \ \ • PHASE 7i/// DEVELOPED III TO BEI- - -'' -- - - CN = 73 / - ' _ _ , - - -' / / / i N \\\� I\// o \ - TC=10.5MIN. 11 / / \ FUTURE I II/ / I \ \\ I /' • PHASE WALL mown uj Lu POST DEVELOPED DA2 UNDETAINED ROAD AREA T 1.2ACRES r -.. -- -_- ___.. per // / W U Q TC=6.0MIN. ��-_ _/ r - PARCEL AREA - 0.99 ACRES \ l 1 I I I I i , _ - ' / ♦ r / / / CN = 71 — — — ' / ' / — /i ' ' / ' / — — — — (� / / r ' \ IANY, \\ I TC=11.6 MIN. I I I' -_/ I f I Q W ' Q I ,l J ,--/ \ II I ' I I I I I I \ •�\ - \I I \\ - �- _� \ -\ J\1\�\I \`. _t ';____` )_ _-- ��\\\� I � _� s ...—. /'I � Il / l /�y�/�'� j C I/ 665� sss C)/ III/ 1 O I I\ \\ I I I TRANSITION �I l i I - �- - - /. _ ` _ = _ `= , - ss7- \ \ \ ii rr J/ _ I -j (n r I \ \ \ OF FLOW I I I I=_____-Z- ', \ 1 cC TYPE (TYP.) I I I I \ Ln /� �''= = r,�'�o \ \- \::� ~ / \ M W J I l W\ ' I / Lu JOB NO. 38593 SHEET NO. 7(2) L SITE OUTFALL PEAK FLOW ANALYSIS PEAK FLOW RATE TOTAL RUNOFF DRAINAGE TC (CFS) AREA CN VOLUME AREA NAME (AC) (MIN) (AC -FT) 1 YR 2 YR 30 YR DA1-West 2.25 6.0 94 6.54 8.06 12.57 0.478 DA2-Southeast 16.13 13.3 78 20.36 28.42 54.16 1.722 DA3-North 0.26 6.0 87 1 0.37 0.53 1.06 1 0.025 West -road 0.26 6.0 92 0.72 0.90 1.42 0.055 West -parcels 0.82 6.0 79 1.39 1.91 3.56 0.102 Southeast -road 5.94 9.1 86 12.17 15.85 26.98 0.993 Southeast -parcels 9.58 10.5 73 10.01 14.72 30.36 0.886 Southeast -road undetained 1.82 6.0 72 2.12 3.14 6.55 0.16 Southeast -parcels undetained 0.21 11.6 61 0.08 0.15 0.41 0.009 COMBINED FLOW FOR OUTFALL 1 (WEST) 2.11 2.81 4.98 COMBINED FLOW FOR OUTFALL 2 (SOUTHEAST) 11.60 14.32 53.09 OUTFALLI CHANNEL PROTECTION (ENERGY BALANCE) -1 YR Q1YR POST-DEVTOTAL = IF * (Q1YR PRE-DEV * RV, YR PRE-DEV)/RI71YR POST-DEV 2.11 CFS <- 0.80 * ( 6.54 * 0.478) / 0.157 2.11 CFS <- 15.93 CFS OK FLOOD PROTECTION- 10 YR Q10 YR POST-DEV TOTAL = Q10 YR PRE-DEV 4.98 CFS <- 12.57 CFS 4.98 CFS <- 12.57 CFS OK OUTFALL2 CHANNEL PROTECTION (ENERGY BALANCE) -1YR Q1 YR POST-DEV TOTAL = IF * (Q1YR PRE-DEV * RV, YRPRE-DEV)/RV, YR POST-DEV 11.60 CFS <- 0.80 * ( 20.36 * 1.722) / 2.048 11.60 CFS <- 13.70 CFS OK FLOOD PROTECTION -10 YR Q10 YR POST-DEV TOTAL = Q10 YR PRE-DEV 53.04 CFS <- 54.16 CFS 53.04 CFS <- 54.16 CFS OK ENERGY POSTFLOW BALANCE ALLOWED PER PROVEMENT ENERGYBALANCE 0.800 15.93 13.70 WATER QUALITY CALCULATIONS: SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR REDEVELOPMENT (SEE CALC. BOOK): DISTURBED AREA: 18.64 ACRES PRE -DEVELOPMENT LAND COVER: B SOILS: D SOILS: 1.91 AC UNDISTURBED FOREST AND OPEN SPACE 4.32 AC TURF 0.97 AC IMPERVIOUS 0.93 AC UNDISTURBED FOREST AND OPEN SPACE 3.95 AC TURF 6.56 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: B SOILS: D SOILS: 0.00 AC UNDISTURBED FOREST AND OPEN SPACE 5.60 AC TURF 1.60 AC IMPERVIOUS 0.00 AC UNDISTURBED FOREST AND OPEN SPACE 9.58 AC TURF 1.86 AC IMPERVIOUS REQUIRED REMOVAL: N/A, PHOSPHORUS REMOVAL ACHIEVED THROUGH REDUCTION IN IMPERVIOUS AREA TOP OF DAM = 671.0' � 8' - 2.0' FREEBOARD IMPERVIOUS CORE _�7 100-YR ELEV. 669.0_ AND CUTOFF TRENCH CREST ELEV. 667.70' STIR NUMBER: 102 SWM RISER W/ANTI-VORTEX DEVICE INV OUT 664.0' (48" RCP) 20"X12" ORIFICE 664.0' POND BOTTOM 664.0' PIPE NUMBER: 101 48" OUTLET PIPE 8' DIA. X 1.5' CONC. BASE EMBED 6" IN CONCRETE STR NUMBER: 100 ES-1 1-YR ELEV = 666.31 10-YR ELEV = 668.36 100-YR ELEV = 669.00 RISER TOP ELEV. 667.65 ELEV. 664.0 20"X12" ORIFICE ELEV. 664.0 2016 ROAD & BRIDGE STANDARDS mrmk�i�i�� /B" DIA. X 6" LG ADHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS TYPICAL 8 PLACES -EQUAL SPACED ON AN "E" DIA B OPENING 3/9" DIA X 6" LG. /T THICK ADHESIVE BOLTS TEEL PLATE A MAX. W/FLAT WASHERS AND SELF LOCKING NUTS. B TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA B.C. RISER DIMENSION I.D. O.D. A B C E 24 30 31 28% 7 27 36 44 45 41�/2 13 40 48 58 59 54 2 13 121 53 60 72 73 67 a 17 66 72 86 87 80% 23 79 84 100 101 931/4 25 92 96 114 115 106'/4 22 105 a i411 U 6" SO. MAX. I 1 CIRCULAR MANAGE ETNT ER RISER I.D. DRAINAGE RISER O.D. STRUCTURE SWM-DR LOCKABLE ACCESS DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING SEE NOTE 1 2" WIDE X ''/4" THICK STEEL RING BOLTED TO RISER TYP. TYP. CIRCULAR STORMWATER MANAGEMENT DRAINAGE STRUCTURE RISER DIMENSION APPROX. I.D. O.D. A B C D E SEGMENT WT. (LBS.) 24 30 30 6 7 10 27 15 46 36 44 42 6 13 18 40 22 82 48 58 55 9 13 20 53 29 120 60 72 68 9 17 26 66 36 169 72 86 81 9 23 34 79 42 227 84 100 94 12 25 37 92 49 290 96 114 1 107 12 22 36 105 56 1 341 HIGH DENSITY POLYETHYLENE METAL NOTES: 1. ALL METAL TRASH RACKS 36" IN DIAMETER AND LARGER OR WITH A TOTAL 3. ANTI -VORTEX PLATE IS TO BE USED WHEN SPECIFIED ON THE PLANS. WEIGHT OF 75 LBS OR GREATER SHALL HAVE A HINGED, LOCKABLE ACCESS COST OF FURNISHING AND PLACING THE ANTI -VORTEX PLATE IS TO DOOR WITH A MINIMUM 2' X T CLEAR OPENING. BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 2. ALL HIGH DENSITY POLYETHYLENE TRASH RACKS 48" IN DIAMETER AND LARGER SHALL HAVE A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' X 2' CLEAR OPENING. SPECIFICATION STORMWATER MANAGEMENT DETAILS TRASH RACK 1vC�oT REFERENCE F 0 R SWM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 4 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 114.07 2016 ROAD & BRIDGE STANDARDS 100 YR WSE 669.00 10 YR WSE 668.36 1YRWSE _ 666.31 48" CIA CULVERT ELEV. 664.0 4P 3'X3' AGAINST .JDER ORIFICE FOR DEBRIS SEDIMENT AND CLEAN OUT. CONVERSION FROM SEDIMENT BASIN TO WET POND: • CONVERT SEDIMENT BASIN TO DETENTION POND ONLY AFTER ALL UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED • FLUSH AND CLEAR ALL ON -SITE PAVING AND STORM DRAIN PIPE OF ANY SEDIMENTS • DE -WATER AND DREDGE BASIN • RE -GRADE AREAS TO ACHIEVE FINAL PROPOSED ELEVATIONS • REPAIR/CLEAN ALL RIP RAP OUTFLOW PROTECTION AREAS TO BE FREE AND CLEAR OF SEDIMENT • CONVERT RISER STRUCTURE FROM SEDIMENT BASIN DESIGN TO FINAL POND RISER DESIGN COMPACTION TESTS SHOULD BE PERFORMED REGULARLY THROUGHOUT THE EMBANKMENT CONSTRUCTION • TYPICALLY, ONE TEST PER 5,000 SQ. FT. ON EACH LAYER OF FILL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. • USE EITHER A STANDARD PROCTOR TEST (ASTM D698) OR A MODIFIED PROCTOR TEST (ASTM D1557 - USUALLY MORE APPROPRIATE FOR EARTHEN DAMS). • ANEW PROCTOR TESTIS REQUIRED IF THE MATERIAL CHANGES FROM THAT PREVIOUSLY TESTED. • THE ENGINEER SHOULD CERTIFY, AT THE TIME OF CONSTRUCTION, THAT EACH FILL LAYER MEETS THE MINIMUM DENSITY. A GEOTECHNICAL OR CONSTRUCTION INSPECTOR SHOULD BE ON SITE DURING EMBANKMENT CONSTRUCTION TO DO THE FOLLOWING: • TEST FILL COMPACTION • OBSERVE FOUNDATION PREPARATION. • OBSERVE PIPE INSTALLATION. • OBSERVE RISER CONSTRUCTION. • OBSERVE FILTER INSTALLATION, ETC. �o t00I0 ky CLINT W. y� S FFLET >� Li n 54380 �a 7/1121 t7 L� Z O a_ U LU W Z O N W W a DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. 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GAYNER 31 716 I / I N / / • • / , ♦ 1 DESIGNED BY / I / TMP 056A2-01-Od-07000r \ I 1 , I _ / ®, / r / ' ' / , • N/FELEFTER/l K. — — 715 — \ l l g r +O6 i15 ' C. SHIFFLETT �I /✓ 1 I � VASSALS ASPHALT I / \ /// 1 r/ / // 71 ` ' � / �' ' - _ \ \ 222 0.51 � • D.B. 4355, It-U. 16 PARKING 7 / �/ , 230 ` �6 r 0.85 • CHECKED BY I D.B. 4355, P 10, 13 C. 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I ; / / / 16' PUBLIC ACCESS / / Op / \ R - - Z - / / / EASEMENT FORS' ' / ` m / (7 ._... - ....... -_ - - - - / VDOT MAINT ANCE - TMP 056A2-04-00-01900 / ' Q / / > / ..... s.t. .. - .. .. .. .i. - a. .... / ' -L 69 N/FROGER S. AND1A(fRA - _ ; ENG 0 � FENCE C. MITCHELL ' 688 �` �. � 685 �/ co// / /. / / s / / / � � \ U.B. 2931, PG. 168 ~ � SCALE- =30' D.B. 2830, PG. 7 T) / O _ / \ PROPOSED / \ _ _ au.s t.irr. t.' .....�.......... - ; , , SfR yM BUFFE% 1 LOT 1 - U Lu \\ \ ' _ / \ - _ _ - 684 683 ` _ _ . .. '..... .. �.# �...._.. o\p ' 20' PUBLIC , _ - -o' 30' , / I J LLB / H (A cC ' _ - _ � - \ � ' - - - �- - - - - - / %• , - ' 682 - - - � � _ '- - - - _ '�'.-.'.'.'.'.'.. '!'�aS' ..� .,- , _ - - , ' / / � , DRAIN. _ � _ � � /� q EASEMENT J co Q Q ------ - - - -'` _ '^\ \// 67967y,` —.r' __ — - _- _ - r�� 1r T� / J co / /� ,6 20'PUBLIC m ---' \ \ / -�\- __------'r / -_? � ''_ ;=_=\=_____ -=675- r1..... ` 502 ,1 _ -DR,4INXGE M Q I ------- - - - - --o..�..'f EASEMENT -- -- r / TREES 0 ' _ _ TREES r DENSE TREES \ . , ' ' / ' _ / /TREES v � XII ---- - -��-- _ / �'�./ / r �� I �I / / // TEMPORARY/ L.L - \ �.-.-.�� -'�•� ; / \ \\,J lr�`` _ _,�' ' --_ I ' CON$TRUCTIOf�/ 400 r" I 'TMP-086A2-02-OA-00800 / / NIF PATTIE L. BABER/ ' _ _ _ -' / \ / / / _ _ _ \ /' l - - - _ , ' , , ' ._665= _ _ — D. . 1993, PG. 69 TMP 056A�02-- -00900 \ r - - - , / - - - - - - ' ` ' / l ' f , . - = — - _ - - _ - -. = II TIE TO EXISTING 4 P . 3 �. �? _ /_ _ _ �ENSETREES- - - - - - \ \ / / r -- _ -_ _ = /, \ GRADE �8.275,PG. 10 PLAT) J \--- -_-------\\c\� \\� /'� '' '-��' Imo_-- I LOTS,BLOCKA - _\\\\�\ _" �\ \---\ 1 ' I GU Y/�'_--- DENSETRE RLUERIDGEMOTOR r \ - --�'- Qh - ^\ \ �...-. MPANYSUBDIVISI" �k 41� I\\\ \ 1 1O(VQECORN€R \ APPROXIMATE LOCA ION OF 12" WATERLINE �� v -TMP_056A2-02 0A- 1000 6NC. ' LEGEND: t N/F WILLIAM A. J AND -� �� I / \,� \ \ TMP 056A2-?12=0A-0.1100 \ \ f� _ /J I I IygRTHZ.8�7o-DENSE TREES _ - - - - _ - - _ _ ` \ \ TERESA K BLACK O W�' I I N/F WILLIAM A. JR., AND - - _ I - ; I - \ _ _ \ _ _ _ 3 \ ,TMP 05\6A2-04-00-000A3 \ \ _ / JOB No. ' STR# C l I ) 1 TERESAK. BLACK /p L�AM�I �lR AND - - ` - - - - _ - - - - - - - - \ _ \ 1 _ \ J W 1 _ _ P 036A� OP-BA-OiZOf% / \ -SHEDS ENC. \ _ \ I \ 65 \ � D.B. 1108, PG. 421 I ,� , �'' � � � 6 - � a D.B. 296, PG. 379 (PLAT) Q Qro 1 CN I D.B. 1108, PG. 421 _ ` _ TREES _HdN1EiJ�VNER9ASSOCIATIOk - \ W Z I D.B. 296, PG. 379 PLAT TE B A _ _ - 38593 ' AREA LOT1QBLOCKA 1 1 (PLAT) - \ -- ------ - - \ INC. \ \\` m 1 LOT 11, BLOCKA D.B. 1108, P_G. 42 _ )I TMP 13 SHED - _ \ / \ / SHEET N0. BLUE RIDGE MOTOR = I - _ _ gHED - — \ `D_B 3205,_PG. 626 O Q O I I BLUE RIDGE MOTOR D.B. 320, PG. 543 ((PLAT) `� N/F XlU MEl XU� AFI - I� _ , /L' - - I l D.1S. 1974, PG. 456, 48 PLAI \ \ `sss - \ KEY PLAN COMPANY SUBDIVISION I I LOT 12 BLOCKA - - - _ - - - - / - _ - 7(5) L a a 208: DI-3B 8 ft Throat a-^ a STA 10+44.00 5 0 0 R (n R o V 202: DI-3B 6 ft Throat TOP 682.88 00 v o 0 0" v (o o STA 10+00.00 INV IN 675.64 (209) o v 00 N � v o LO o o 0 v m r` °4 � m TOP 682.88 INV OUT 675.04 (207) (o C6 N (0 (0 0 (fl o 0 o � ((Oo (n m (o v : v (R INV IN 672.62 (203) 210: DI-1 dJo(ro(o W �oz _�� rn �uio oom �_+Ci10 o� �_+ate vow INV IN674.04207 ( ) STA10+70.86 0o Qo-- m� O�aO W �(0z ��(0z O 01(00 INVOUT672.52(201B) TOP680.18 H0> mom_ oFp> o Qd> iiQd> > �u~i�z z vQa> �(n�z INV OUT 675.99 (209) RR.�i �UF? RRS RQn ��z RQn RQS I I RQS 680 680 675 675 GRADE \ EXISTING 670 670 / 665 101 665 I 115.94' OF 48" RCP 660 ° 660 655 655 h O � M (n 00 9+50 10+00 11+00 12+00 12+50 STR 100 - STR 102 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 1 / PROPOSED 685 EXISTING 685 GRADE / 680 680 1 1 / 675 1 675 / I / p3 F / -13 O 670 / 33� 670 665 665 5 F O '1g�4 OP 660 660 0 o M v M 690 690 PRO OSED GRADE 685 685 PROPOSED WATER 680 LINE 3.5' / EXI TING 680 1' MIN. SANITARY PIPE 2-1 675 Q 675 2 .86OF 3 OF 8" RCP 44 RCP 1.30 /o 18" 2.25 /0 670 670 665 665 rn 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 9+50 10+00 11+00 11+50 STR 500 - STR 504 PROFILE STR 200 - STR 210 PROFILE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 a m 204: DI-313 6 ft Throat Q _o m o R N STA 11+02.90 C M t R � N O` v 200: 60 inch Manhole 220: DI-3B 6 ft Throat F N N N "? TOP 679.93 L N o v v f6 rn H „� uO STA 10+00.00 214: DI-3B 6 ft Throat STA 14+70.07 V_ m o o m 8 `" INV IN 673.23 (205) 00 0, o O1 L N N -7 -7 (0 N (0^ TOP 686.02 STA 10+99.89 218: DI-3B 6 ft Throat TOP 705.54 222: DI-3B 10 ft Throat m M o °CR� "' ((00 r INV OUT 673.13 203 ( ) dJ o+ (� 0 00 o I-- (D (0 c + n n F NI,- (O m o ^ (0 INV IN 677.18 (213) TOP 690.44 STA 12+29.83 INV IN 699.40 (223) STA 15+14.07 O +CN F 0 (O (O 206: DI-3B 6 ft Throat W o z m (6z z O> � (°Do O INV IN 676.19 (211) INV IN 682.17 (217) TOP 695.75 INV IN 697.88 (221) TOP 705.54 Q d z z O STA 11+30.94 N Q o- Z O_ o Q o- Z N Q a >O INV OUT 674.94 (201) INV IN 683.06 (215) INV IN 688.77 (219) INV OUT 697.78 (219) INV OUT 698.32 (221) N z z z TOP 679.97 700 (" O N O N O 700 715 INV OUT 682.07 (213) INV OUT 688.67 (217) 715 705 INV OUT 673.37 (205) 695 695 690 690 PROP. WATER LINE 685 SANITARY 685 RY PIPE 3-2 F'S'ANIT PIPE 6-2 PROPOS D 680 GRADE / / 680 J - �EXISTING RADFF / 675 r / 211 r 93 OF 675 -- - I , ?,Cv 21 / 85. CP R 30 �4aO 670 2 670 201P0 665 3- 665 3�4pl M 660 660 655 655 O O O O O O O 710 EXISTING 710 705 705 OP. W TER LINE 700 1.5' 700 PROPOSED GRADE 695 / / 695 221 / 44.00' OF S ITARY / 219 OF 18" RCP PIRE 6-5 / / 2e02RCP SANITARY @ 1.00% r 4 PIPE 18-5 690 f5°�O 690 PROP. 685 WATER 685 LINE / 129GP 2.02' 680 680 213 pF 89 OP ZQ 90010 (�A• 675 675 670 670 O O R h h h d' OO «i Oo C°,D C°,D COO COD COD COD COD Film 700 700 695 695 690 690 PROPOSED 685 GRADE 685 EXISTING GRADE 680 680 APPROX /' LOCATION OF P PPROX, EXISTINC L CATION OF WATER LINE 1.81' EKISTING WATER LINE 675 675 205 03 28.46' OF 102. 0' OF 15 RCP 670 15" RCP 670 665 665 660 660 O O O ��,•4V CLINT W. yOw S FFLET >� • Lit. N 41380 �4r: 7/1121 �y4; M E 0 0 rn U N � N 0 > E W a E Lu Q LL o 3 p LL wO `mom 0 W L M Qom_ V00 W J -N M O (� W W M 3: Q � x LL � Q v c =v>� F ¢ . 0 Y � N W M a� W J O W CL O ce 0 z O E H z O a_ u In w 0 z O N > w if a DATE 911012020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN W z W Q L) Q z Lu rD ; J W } LL p J z o a U Ln < 0 W Lu m MJ Q M 1� 1� U C L D JOB NO. 9+50 10+00 11+00 12+00 STR 202A - STR 212 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 13+00 13+50 9+50 10+00 11+00 12+00 13+00 14+00 STR 200 - STR 222 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 16+50 9+50 10+00 11+00 12+00 STR 202 - STR 208 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+50 38593 SHEET NO. 8(1) 1441 LT N �� 000 t CLINT W. y44r, ui /j 214: DI-3B 6 ft Throat H t N N O 2 N M L N N N O M N L M co ca M 0 M M L M 226: DI-3B 6 ft Throat o V/i S FFLET >: � vVo �� °' o a0 Li, S43sA Cr• N O __ N N M STA 10+00.00 o O m �,'� (v • STA 10+00.00 T TOP690.44 m,�°0o �o v00rn o°RNNNo m�0�roimoo ^oho^o (oMoMM co � ^ m^�� TOP713.39 Ep r°ii� �0 7/1/I ♦yam; v o roou�i0;r�o m��L9N m�c�oon ��c`'oo°'on m�r`,� m^ M� INVIN706.58227 °?+M Z ♦\\ INV IN 682.17 (217) cn}oH cno+nca'oca'oF �?+°'�H �?+M�nH =+con^F Cl)}ao^^F c?+NCH �N� ( ) O�r�� FC�G\\ INV IN 683.06 (215) p � � � 0 0 � O M � � � o � Z) n INV IN 706.31 229 INVOUT682.07 213 o O O�nz_ z p oIt-Z p ��r�z z_ p ��z z_ p o��z z p o�nz_ p o�a0 ( ) �QaO ►��•O.t'riL ( ) o~pZ NCO»> NHO» coiHO»> roiHO»> cN>HO»> MFO» co)�OZ INVOUT706.21(225) N�Oz 705 C', 705 730 C%j U) z z C j U) z C j U) z z C%j z z N m F z z z cm U) Z N U) z 730 735 735 M E 0 0 u N � N 0 > E w a E w w 3 Q a o 3 p LL 0 wO `mom � V oMo z a -m O w P rn ( 7 W N d 0 v 30'x U) w o.0 �LL o � i c ry z Fv> O c U) w W M a� 00 2.07 207 a� O x c� F 0 w w w H z O in DATE 0 911012020 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY g+50STR 214 -STR 216 PROFILEI 50 9+50 10+00 11+00 12+00 13+00 STR 220 -STR 238 PROFILE 16+00 17+00 18+00 19+00 19+50 9+50STR 226 -STR 228 PROFILE 50 � • C. KOTARSKI SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • AS SHOWN VERT SCALE: 1"=5 VERT SCALE: 1"=5 m VERT SCALE: 1"=5 a 0) 6 Cl) cn n rn r 0 N N O M M - ui M n M 0) M 2 M C • 232: DI-3B 6 ft Throat o o c� t o H O o t o t H u° �� ~ v o V v V v H V n H 04 0) STA 10+00.00 O o c-I c(o rn � aD � rn M °N 0 � 0 m °oo. cro � ul = rn �i o 0 o coo O O O O O O O M M TOP 718.78 co m [-- o uoi ao rn m L6 LO o6 n m 0; n ai o r` m N ,o � m V n � 400: ES-1 for 12 inch Pipe M a o m n ^ �0 O O m'0 F MO O � MN ^ } NH INVIN711.31 235 c?+�� =+conrl.0 H + +co^ H =+rr� H +06 c'?+00� STA dJ ocot- ( ) O�� O� 0 ��rZ 0 ��rZ = M�r--Z 0 �� Z 0 Clan= W �c0 INVIN711.31 (233) map oQaz z O NQd> O> aQa� O> ioaa O a6Qa O oQaO TOP662.02 N aa0 INVOUT 711.21 (231) M�O> cl~pz z z Mv~j�z z M��Z Z M�0z z M��z z M��z NV IN660.86(401) qt �OZ 735 N U z 735 735 �' O ~ z z - 735 680 680 W z W Q Ln Q z W �/ J L.L F") m } p z J o a U Lu ''^I J 0 �L // j 0 W m L) M Q M 1� U a 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 11+50 STR 232 - STR 234 PROFILE STR 310 - STR 230 PROFILE STR 400 - STR 402 PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 JOB No. 38593 SHEET NO. 8(2) 700 700 695 695 690 690 PROPOSED WATER EXISTING LINE GRADE 1' 685 685 1' MIN. � SANITARY 215 44. 3' OF PIPE 4-3 680 680 .00°k @ 675 675 670 670 v 730 730 EXISTIN GRADE 725 725 PROPOSED GRADE 720 720 715 715 1.6' PROP. WATER LINE 710 710 233 SANITARY 44.0 ' OF PIPE 11-10 15" RCP @ 1.00°k 705 705 700 700 m 725 725 EXISTINGGRADE � 720 720 PROPOSED ' WATER ' LINE, 1 5' 715 ROP. 715 PROPOSED J WATER 730 730 725 725 EXISTING - GRADE -PROPOSED - � GRAD 720 PR 720 P. 715 LINE 715 1 PROP. MIN. WATER 1 54' LINE 1.4' 710 307 710 305 73.0 OF MIN. MIN. 15" R P 309 SANITARY 301 303 44.00' 139.90' F 15" RCP @ 1 �0 % 52.02' OF PIPE 13-12 65.96' O 18" RC @ 1.00°h 15" RCP 18" RCP � 1.0 /o Q 1.00% 705 705 SANITARY PIPE 13-12 700 700 co N M h co R c0 675 675 670 670 PROPOSED GRADE ISTING 665 G DE 665 660 660 19.38' OF 12" RCP � 0.71 655 655 650 _ 650 645 645 O 730 730 725 725 720 720 EXISTING PROPOSED GRADE GRADE 715 715 710 710 PROPOSED 1 WATER LINE 705 705 44. 0' OF _ 18' RCP @ 0.50% SANITARY PIPE 8-7 700 700 v L