Loading...
HomeMy WebLinkAboutWPO201900034 Plan - VSMP 2020-02-18UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL SITE DATA: TAX MAP PARCEL 03200-00-00-01800 UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DB 2712 PG 325 03200-00-00-018BO UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DB 2712 PG 325 PARCEL AREA: 25.92 AC ADJACENT PARCELS: 03200-00-00-01700 GOLD LEAF LAND TRUST NO 3, WENDELL ZONING - LIGHT INDUSTRY DB 1745 PG 696 03200-00-00-018AO UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DB 2712 PG 325 03200-00-00-006RO UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DB 4957 PG 692 LIMITS OF DISTURBANCE: 8.11 ACRES ZONING: PD-IP (Cat. I or II) PROFFERS: ZMA2005-3 OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC)., AIRPORT IMPACT AREA (AIA) MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540) 885-0920 CONTACT: PAUL HUBER, L.S. PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O19 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: LOOP ROAD: 10 FT MINIMUM SIDE & REAR: N/A PERMITTED BUILDING HEIGHT: 65FT MAXIMUM PROVIDED BUILDING SETBACKS: LOOP ROAD: 20.57 FT SIDE & REAR: 88.77 FT (SIDE), 206.81(REAR) BUILDING HEIGHT: 28' (MAX - BOTTOM OF PARAPET ALONG THE MAIN ENTRY) 32' (TOP OF PARAPET ALONG THE MAIN ENTRY) 19.5' (AVERAGE) BUILDING SQUARE FOOTAGE: 72,423 GROSS SF; 5,353 SF FUTURE 10 BED EXPANSION PROPOSED USE: PUBLIC USE: HOSPITAL M 9low$]III1I11 -2 COUNTY OF ALBEMARLE, VIRGINIA KIRK HUGHES & ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 (434) 296-6942 KIRK HUGHES, L.S. OCTOBER 2017 TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3.51 ACRES KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION. WETLAND IMPACTS UTILITIES: ACSA APPROVAL LISTED UNDER VWP GENERAL PERMIT AUTHORIZATION NUMBER WP4-19-155. IN ASSOCIATION WITH STATE PROGRAM GENERAL PERMIT (17-SPGP-01) AUTHORIZATION VWP PERMIT NUMBER WP4-19-1555, WP3-18-2016, WP2-19-0234 [ENCOMPASS HEALTH HOSPITAL, LEWIS AND CLARK DRIVE EXTENSION, FIRE RESCUE #12 SEWER LINE EXTENSION, ALBEMARLE COUNTY, VIRGINIA] DRAINAGE DISTRICT: NORTH FORK RIVANNA RIVER PARKING REQUIRED (PER HOSPITAL): (70+10 FUTURE) BEDS = 2 SPACE/BED = 160 SPACES 20% OF SPACES TO BE ADA ACCESSIBLE = 32 SPACES TOTAL SPACES REQUIRED = 160 TOTAL PARKING PROVIDED: 128 REGUALR SPACES 32 ADA ACCESSIBLE (10 VAN) TOTAL PROVIDED SPACES = 160 SPACES SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] TRIP GENERATION INFORMATION: 80-BED HOSPITAL USING ITE LAND USE CODE 610, ITE TRIP GENERATION MANUAL 10TH EDITION DAILY TRIPS: 1,786 AM PEAK HOURS: 147 TRIPS (106 ENTER, 41 EXIT) PM PEAK HOURS: 151 TRIPS (42 ENTER, 109 EXIT) UTILITY DEMANDS: WATER FLOW (AVERAGE DAILY DEMAND) ESTIMATED TOTAL DEMAND = 14,000 GPD AVERAGE DAILY DEMAND = 14,000 GPD AVERAGE HOURLY DEMAND = 14,000 GPD / 24 HOURS = 583.33 GPH MAXIMUM HOURLY DEMAND = 583.33 GPH X 300% = 1,750 GPH PEAK HOURLY DEMAND = 1,750 X 150% = 2,625 GPH 2,625 GPH / 60 MIN = 43.75 GPM SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATE TOTAL = 14,000 GPD FOXTROT ONE HANGARS CONDOS Charlottesville Albemarle Airport Q 5/6/2019 LAKE ACRES 850 MCMURDO D E E R W 0 0 D Target O c' CAMELOT 5i NORTHSIDE INDUSTRIAL PARK P I N E R I D G SITE LOCATION AIRPORT ACRE: 1505 9% 785 TERRYBRO1 FOREST RIDGE JEFFERSON VICINITY MAP 1"= 2000' DEVELOPER: UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL, LLC C/O UVA FOUNDATION, C/O ELISE CRUZ 3600 GRANDVIEW PARKWAY, SUITE 200 BIRMINGHAM, AL 35243 CONTACT: ELIZABETH MANN TELEPHONE: (205) 970-7850 OWNER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: TODD MARSHALL TELEPHONE: (434) 924-2569 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JOHN HASH, P.E. TELEPHONE: (434) 327-1691 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.2 NOTES & DETAILS FC2=.0 OVERALL EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 DEMOLITION PLAN C2.3 DEMOLITION PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.2 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.3 EROSION & SEDIMENT CONTROL PLAN PHASE 1 C3.4 EROSION & SEDIMENT CONTROL PLAN PHASE 1 C3.5 EROSION & SEDIMENT CONTROL PLAN PHASE 2 C3.6 EROSION & SEDIMENT CONTROL PLAN PHASE 2 C3.7 EROSION & SEDIMENT CONTROL PLAN PHASE 3 C3.8 EROSION & SEDIMENT CONTROL PLAN PHASE 3 C4.0 OVERALL PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 GRADING & DRAINAGE PLAN C5.4 GRADING SPOT SHOTS PLAN C5.5 GRADING SPOT SHOTS PLAN C6.0 STORMWATER SUMMARY PLAN C6.1 STORMWATER INLET & PIPE CALCULATIONS C6.2 STORMWATER MANAGEMENT PLAN C6.3 STORMWATER FACILITY EASEMENT C7.1 STORM PROFILES C7.2 STORM PROFILES C7.3 ----- STORM PROFILES - - L1.0 OVERALL LANDSCAPE & MITIGATION PLAN # OF SHEETS = 31 RESEARCH PARK TOTAL BUILDOUT STATISTICS ( APPROVED BUILDING AREAS FROM PREVIOUSLY APPROVED SITE DEVELOPMENT PLANS) APPROVED TOTAL BUILDING PROJECT NAME YEAR ACREAGE BUILDINGS (SF) CONSTRUCTED (SF) MICROAIRE (164 EDLICH DR) 1995 4.9 46,889 46,445 MOTION CONTROL (4040 LEWIS & CLARK DR) 1996 4.0 30,462 30,450 PRA (4105 LEWIS & CLARK DR) 1998 6.0 80,000 80,388 TOWN CENTER ONE 2000 4.7 69,900 70,974 BIOTAGE ( 1725 DISCOVERY DR) 2002 7.1 50,000 50,656 ETC ( 1670 DISCOVERY DR) 2002 2.6 42,388 41,778 TOWN CENTER TWO 2006 4.3 83,666 82,068 TOWN CENTER THREE 2008 4.7 89,814 85,392 TOWN CENTER FOUR 2016 6.8 108,568 ENCOMPASS 2019 8.9 71,848 TOTAL 54.1 ACREAGE APPROVED GSF DEV. GSF CAPACITY 307.0 3,700,000 3,700,000 DEVELOPED/ SOLD 54.1 673,535 488,151 TOTAL REMAINING 252.9 3,026,465 3,211,849 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 673,535 488,151 APPROVAL DATE '�H op-'� h� Lic. No. 31371 02-14-2020 ,�c�k,' 0 �1�'" r tONAL M E O O U N '� N O Q O > E LUG E �WU')� U c)� Q W t o U_o a J U 00 w J - LNn a > o U' LU N z�_ -� 'Q- O x w _ > N = U > Lr� cLn rn O N N '1 L M d -zj- �_j CD LU z 0 W W W z 0 Z Z Z a OU OU OU p O O O U U U z Q� Q� Q� O L7 aaa > O O O W W W W 0 LU \ ti N DATE 5/6/2019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. z O H� Q I� J IM-I W � TQ clool i ~ z W o LU w O J `= Q U 1 W J m J Q Uj Z V J Q^ a- G 0 U z W \Q JOB NO. 43266 SHEET NO. C0.0 Wa Z3O -0 z (DO 0 E 0 cocn co cn a 0 O� z cn Ln 2a X S T � �3 O Qw 2 .3 Q0) >E NM �N U O N O O U �N �6_ 0 w U 0 `o 0 E U � O -O 0 .2-0 .m U O c N .0 mu -02 c M- - N O O U co O Qw 0� U) �2 � E ROADS LEGEND TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH CENTERLINE OF DITCH { BENCH MARK CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT SEWER S�SEXISTING SANITARY SEWER S-SAN� SO PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL 6" W 0. 6" W iH 6" W ACSA GENERAL WATER & SEWER CONDITIONS WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT PRESERVED AND MANAGED SLOPES J U N E 27, 2019 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. DRY POND MAINTENACE & INSPECTION SCHEDULE RECOMMENDATIONS FIRST YEAR MAINTENANCE GUIDELINES: SUCCESSFUL ESTABLISHMENT OF DRY DETENTION BASINS REQUIRES THAT THE FOLLOWING TASKS BE UNDERTAKEN IN THE FIRST YEAR FOLLOWING INSTALLATION: • IMMEDIATELY AFTER THE DRY EXTENDED DETENTION BASIN IS ESTABLISHED, THE VEGETATION WILL BE WATER TWICE WEEKLY IF NEEDED UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS) • NO PORTION OF THE DRY EXTENDED DETENTION POND WILL BE FERTILIZED AFTER THE FIRST INITIAL FERTILIZATION TO ESTABLISH THE VEGETATION • THE VEGETATION IN AND AROUND THE BASIN WILL BE MAINTAINED AT A HEIGHT OF APPROXIMATELY SIX INCHES ROUTINE MAINTENANCE GUIDELINES: DRY DETENTION BASINS MUST BE INSPECTED TO ENSURE THAT THEY OPERATE IN GOOD WORKING CONDITION IN ACCORDANCE WITH THE APPROVED DESIGN AND SPECIFICATIONS. ITEMS IN NEED OF REPAIR MUST BE IMMEDIATELY ADDRESSED. ROUTINE MAINTENANCE TASKS FREQUENCY REMOVE DEBRIS AND TRASH AS NEEDED OUTLET/INLET INSPECTION AND CLEANOUT ANNUALLY BANK MOWING AND INSPECTION/STABILIZATION OF ERODED AREAS AS NEEDED TO MAINTAIN 4"-9" HEIGHT FOREBAY INSPECTION AND CLEANOUT ANNUALLY, REMOVE SEDIMENT EVERY 7 YEARS OR WHEN SEDIMENT VOLUME EXCEEDS 50% OF STORAGE VOLUME CHECK POND DEPTH ANNUALLY, REMOVE SEDIMENT AS NEEDED REMOVE WOODY VEGETATION ALONG EMBANKMENT ANNUALLY INSPECT FOR AND REPAIR STRUCTURAL DAMAGE ANNUALLY INSPECT, EXERCISE, AND REPAIR ALL MECHANICAL DEVICES ANNUALLY REPAIR BROKEN PIPES AS NEEDED REPLACE RIPRAP THAT HAS BEEN CHOKED WITH SEDIMENT AS NEEDED COUNTY OF ALBEMARLE Department of Community Development Construction Record Drawings (As -built) for VSMP GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR 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 OWNER'S 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. (N/A) 22. ALL VEGETATION AND ORGANIC 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'S REPRESENTATIVE 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. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 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. (N/A) 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 MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, 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 Al 17.1-03. 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 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the 1. construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. 2• B. The name and address of the firm and individual preparing the drawings on the title sheet. 3. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 4. 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 5. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 6. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey 7. of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required 8. for alterations from the design. 9. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the 10 installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 11 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 12 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 13 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements Provide copies of recorded documents 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. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 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. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 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. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). RETAINING WALLS GREATER THAN 3 FT IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FT IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 1 1. Guardrail, fences or other safety provisions - Display the constructed location of all safety ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 1' 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 2• 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 3• 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BNIP's certifying proper installation and functioning. 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. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 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. BLASTING NOTES BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT DRY POND MAINTENANCE NOTES 1. OWNER SHALL INSPECT OUTFALL ORIFICE AT LEAST ONCE EVERY SIX MONTHS, AND REMOVE DEBRIS AS NECESSARY TO ENSURE FLOW IS NOT IMPEDED. 2. OWNER SHALL CLEAN SHORELINE AT LEAST ONCE PER YEAR TO REMOVE TRASH AND FLOATABLES. 3. OWNER SHALL SHALL REMOVE SEDIMENT FROM FOREBAY AT LEAST ONCE EVERY FIVE YEARS. 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 T00AM TO 9:00PM. 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. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I . Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when iv 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 Ill., 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). ,TH o Lie. No, 31371 02-14-2020' rS' ONAL M !_ O 0',o N N � Q o > E w E ~ U 2 � Q �! t 3:w LL o 0 L w O rp Of LY M d J U co W J -� d > o N U LY N z � (3) ro O x J w � W Uj C) Q (j) (3) N = U > � Q . CU') rn O N a i M a� CO J D 0 _ 0 0 w _ U a z 0 D 0 (A Z 0 �I �I W W W 0 OU OU OU p O O O U U U z O W W W V) a a a > OO OO OO w W W W ct� ct� ct� DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. I 4n I --I Q I -I 1--1 J m Q Q > Q H = z W w O 0 U 66 w J Z Q w W J m Q Q 0 w z Z JOB NO. 43266 SHEET NO. C1.0 L_ NYLOPLAST 12" DRAIN BASIN: 2812AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) 18" MIN WIDTH GUIDELINE SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTDODO THETOPOF MASONRY IS TO BE LEFT a FRAME &COVER °O c SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO ° GRADE BY THE USE OF MORTAR OR ao BRICK AS DIRECTED BY THE ENGINEER. ° da 8" MIN THICKNESS GUIDELINE • 2'-p �0 a wK (5) )ANGLESER W O 6,. o a M W ~ _ ; FLAT SLAB TOP AS DETAILED b ON STANDARD T-MH-2 MAY B) ARIABLE 0° - 360° TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR N� ' �. SUBSTITUTED FOR TAPERED ACCORDING TO GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE o �a SECTION WHEN APPROVED BY THE ENGINEER. PLANS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS; ° TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ST'D. ST-1 SEE DRAWING N0. 7001-110-111 FOR NON TRAFFIC INSTALLATION. A %z" 6" A i (3) VARIABLE SUMP DEPTH 4 -0 ACCORDING TO PLANS �• ' \ (6" MIN BASED ON w �� BEVEL 45° WATERTIGHT JOINT " o 0-1 MANUFACTURING REQ.) ZO �-w (CORRUGATED HDPE SHOWN) 4" MIN ow r 0 mm (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: y N a Y, 4" -12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, o o ` ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC GRATE OPTIONS LOAD RATING PART # DRAWING # THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PEDESTRIAN MEETS H-10 1299CGP 7001-11 a202 STANDARD MEETS H-20 1299CGS 7001-110-203 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, SOLID COVER MEETS H-20 1299CGC 7001-110-204 CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. PEDESTRIAN BRONZE N/A 1299CGPB 7001-110-205 BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE DOME N/A 1299CGD 7001-110-206 PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. DROP IN GRATE LIGHT DUTY 1201DI 7001-110-021 1- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03-29-06 PHN (770) 932.2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nylo last FAX (770) 932-2490 SPECIFICATION SEE DRAWING NO.7001-110-065 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME www.nyloplast-us.com 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION REFERENCE ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), CONTAINED HEREIN, THIS MANUFACTURE OF ANY TITLE N-12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 0311-16 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 302 ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. PERMISSION FROM NYLOPLAST. ©2013 NYLOPLAST DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO. 7001.110.189 REV E NOTES: B-1, B-2 1. CONTRACTOR SHALL REFER TO THE HEAVY DUTY CONCRETE SECTION DETAIL ON SHEET C1.1 FOR CONCRETE PAD SPECIFICATIONS NOTED BY CITYSCAPES /////. %////.1 m m \ /tatatatata Ititititi■ • %////.1����■ v� /1 %///L wzz,OiZZAImatim - mmEmmm • • •' • • HALF PLAN VIEW MH-1 DI-1 %2 SECTION CAST IRON - 1 V2 SECTION STEEL 2'-7" NOTES LUGS TO BE 1-31 L 2%2" x 2%2 ' x I/,4 B rn A -- N :d. N rn 2,_7„ 9� „ 4'-2" PLAN CAST WITH COLLAR 10'-4" LONG 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-1A B B A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I WILL BE MEASURED FROM THE INVERT OF CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING N 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS OPTIONAL BRACE RIBS 43.6 LBS I CONNECTORS SHALL BE DETERMINED BY THE 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE LUGS (CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE %2" x 1%2" x 4"J I %2" x 4" STRUCTURE. LUGS 9Y„ STUD SHEAR 4 IN THE EVENT THE INVERT OF THE (GRATE REMOVED) 12 z CONNECTORS OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A WITH H EMENT MORTARSHALLE STRUCTURE TOPREVENTBE ED T 41T0" SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING N COLLAR DETAIL I AND PLACING ALL MATERIALS I 2�2' LET EIRINGAISED z INCIDENTAL TO INLET SHAPING IS TO BE NCLUDED IN THE BID PRICE FOR THE STRUCTURE. HALF SECTION A -A 5. STEPS ARE TO BE PROVIDED WHEN H IS (WITH FRAME AND COVER REMOVED) DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 4'-0" OR GREATER. FOR DETAILS SEE BRICK CONCRETE CAST IRON ONLY DETAIL B STANDARD ST-1. 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A D1 IN -PLACE. NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE 4'-2" 2'-7" 1 HARDWARE CLOTH 2 _6 T-3" SEE DETAIL B 1 I I 1 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT WITHOUT PIPES. THE AMOUNT DISPLACED 4" DEPTH AGGR. , ., ..°,-,., ,,."° TO ABUTTING CONCRETE TO PREVENT BY PIPES MUST BE DEDUCTED TO#68 #78 OR = SETTLEMENT IN LIEU OF DOWELS TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 - 0.582 OBTAIN TRUE QUANTITIES. w _ #8 x 6" WIDTH w w w wa MMMM N A 2"X4" NOTCH MAY BE PROVIDED. 2. A BASE THICKNESS OF 9" WAS USED IN oQ'v a a p. _ a a Y 1E SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. COMPUTING CONCRETE QUANTITIES. - _ D N = D COLLAR WEEP HOLE 3. INCREMENTS TO BE ADDED FOR EACH co , a SEENOTE m z ip 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH /4" MESH ADDITIONAL FOOT OF DEPTH. z z zMUM g 12" iv OR GALVANIZED STEEL WIRE, MINIMUM 4. MATERIALS MAY BE BRICK, CONCRETE OR 04 � = 12"-15"-18" OR 24" MUMME WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY APPROVED CONCRETE MANHOLE BLOCK. cV iV TO THE OUTSIDE OF THE STRUCTURE. N M o 5. IF BLOCKS ARE USED THE MINIMUM p o 0 , 9. CAST IN PLACE CONCRETE IS TO BE THICKNESS OF SAME IS TO BE 5". CLASS A3 (3000 PSI). PRECAST OTHER THICKNESSES ARE TO CONFORM ommmmfl CONCRETE IS TO BE 4000 PSI. TO WALL THICKNESS SHOWN FOR CONCRETE. 1%i' SECTION A -A 1"I_I� �I p j 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE 6. ALL CONCRETE TO BE CLASS A3. SEE DETAIL B I` MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH ���jjj�-"""j��'� MAY BE SUBSTITUTED FOR THE CAST IRON 7. WHEN SPECIFIED ON PLANS THE APPROXIMATE WEIGHT LUGS AS SHOWN HEREON. INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1,528 CU. YD. CONCRETE 11/4,i �� CAST IRON GRATE 363 ± 18 LBS WATERWAY 11. DUMP NO WASTE DRAINS N ALL DI LETTERING IS REQUIRED THE COST OF FURNISHING AND PLACING CONCRETE PIPE - 1.620 CU. YD. CONCRETE 18"GRATES. LOCATION T TERING MAY LETTERING ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D VARY BYMANUFACTURER. SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. ADD 0.469 OFEDEPTH. GRATE DETAIL ADDITIONAL FOOT XVDOT XV=T SPECIFICATION M AN H 0 L E F 0 R 1211 - 4 811 PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REFERENCE VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE MAXIMUM DEPTH (H) ' 10' 233 2. PROPOSED ENCLOSURE SHALL UTILIZE A VERTICAL PLANKWALL & MADISON GATE. COLOR TO BE SEQUOIA OR APPROVED EQUIVALENT. WEEP HOLE (AS REQ'D.) 3. CONTRACTOR TO REFER TO MANUFACTURER FOR ALL REQUIRED INSTALLATION DETAILS & SPECIFICATIONS. I 1 m Ld LJ O O O O J J z 0:�Z L,J0 0 - a-� � m m w Q O 00 FOUNDATION J Of "A"LIJ DETAIL (TYP. 11 PLACES) m Cl) J O m U) LLJ Q O O O J � Of LJ J X CO 00 Ln J 0z(n FOUNDATION 0 DETAIL "B" w m (TYP. 9 PLACES) T.B.D. 5'-6" 5'-6" 816„ ­8„ ® ON 0 1' SEE FOUNDATION DETAIL "A" \-SEE FOUNDATION DETAIL "A" ® O 4" SCH. 40 PIPE 48" HIGH (BOLLARD)CONCRETE FILLED ® (7 PLACES) OPTIONAL 0 ® O SEE FOUNDATION 5" SCH. 40 PIPE O DETAIL "B" (TYP. 9 PLACES) 7' OR 8' HIGH (GATE POST) CONCRETE FILLED (4 PLACES) 1' m ®+ 8„ 5'-6" 5'-6" 8„ 16 J:A I OG 1 99V I OG 199 Ad j. 1112GI20 1 4 4:5G:52 PM, NCONDO DUMPSTER PAD & ENCLOSURE DETAIL No Scale CONCRETE PAD 7" I- i BOLT PATTERN (TYP. 9 PLACES) 0^ _ O U m U �rn Z� 1� ' t 3 w o 0 z a W z mN w N tz > 0 •�� o } N 20- im �� Mpg � Z� _ e Rw_ 3 0 N�o 4. , ¢ a� } L _B 1-og,14 0 .1069 I o v> I ww w I = �0 z7d' STEPS (AS REQ'D.) I J� I I I I a �: 106.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-3A, 38, 3C EXPANSION KEYED FOR DETAILS OF INLET S JOINT CONST. EXPANSION JOINT 3' 10" FRAME & COVER BACK OF SIDEWALK Y JOINT BARS D a APPROACH (AS REUTTER Q'D.) SEE STANDARD IC 2. BAR G 2" G WARPED WEEP HOLE (AS REQ'D.) BARS G 4" 4" 2" w 00 GUTTER 0 BARS C a BAR SUBBASE co 2" -B o w 2" ' -BARS�-6"}-6�}"6" ARS F I a ~O _ _ = HARDWARE CLOTH I1 I z z + BARS F WEEP HOLE, I LU �. 1 / I o= O w I T oN \ I o r o o I SEE NOTE E t _�O 8„ - 1 0X I "_ w co I fifiiii J_ ALTERNATE JOINT STEPS.'SE °0 o II II BAR F BAR A NOTE 5 IF 1DETAIL N II II BARS D FACE OF CURB g CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT 2 8 } 4 IXI D IXI IXI D IXI �T1E �T1r �r-IE �r-I- 2'-p" 3,0„ PLAN SECTION A -A s' MIN. 6' MIN. 6" x 6" - W5.5 x W5.5 WELDED B-� WIRE FABRIC OR EQUIVALENT AREA 10' MAX. �A 10' MAX. r- KEYED CONST. JOINT 2" MONOLITHIC L-VARIABLE -MAX. 20' 2'-0" 8" 2,_6„ 8" 3' 0" 2" 2' 10" 2" WARPED GUTTER I� r� B x APPROACH ad a FOOTING v I i4RS A GUTTER O N �\ti a n - / � I - - - - - - - - - - - - - - - - - - - - - - - - /w ��p + 8"+2X-�+ 8"+2XX BARS G $e. 7„ BARS F BARS E60 B-2 I *3" DIAMETER BARS E DOGHOUSE WITH FOOTING I WEEP HOLE FRONT ELEVATION 8„ I,_$„ $„ BARS B NOTES: 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, "H.' (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. 2• ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. 3. CONCRETE SHALL BE 4000 PSI. 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. "D" IS NOMINAL DIAMETER. 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. ROAD AND BRIDGE SHEET 1 OF 1 REVISION DATE 103.11 BARS F - - - - - - (GUTTER REMOVED) 11/a„ 3' 0„ 5XIA" BENT PLATE = SECTION B-B ?. N " R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. I/4 L21/2"X21/2"XI/4" • GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B I/Z" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68° 30' TO ANGLE IRON AT 2' C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR.PAVEMENT DI-3A L DI-3B L DI-3C L WARPED PAVEMENT DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED TO 4'-0" MAXIMUM. - *ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND - - - AS > ONE PIPE EXITING STRUCTURE) = I x = FLOW FLOW FLO11 a If 1 W 1 J 1 DETAJL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SPECIFICATION XVDOT SPECIFICATION STANDARD PRECAST BASE UNITS REFERENCE ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE 105 SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE. MAXIMUM DEPTH (H) 8' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 304 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X DIMENSIONS D X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM{ 36" 4" 6" 18" 2111 48" 5" 6" 24" 27„ 60" 5" 8" 36" 42" 72" 6" 8" 48" 54" 84" 7" 8" 60 66„ 96" 8" 8" 66" 72" (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (5) ADAPTER ANGLES VARIABLE 00 - 3600 ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 STANDARD MEETS H-20 1899CGS 7001-110-213 SOLID COVER MEETS H-20 1899CGC 7001-110-214 DOME N/A 1899CGD 7001-110-215 DROP IN GRATE LIGHT DUTY 1801DI 7001-110-074 1- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04.03.06 PHN (770) 932.2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065.TNSFER, OR LICENSE THE USE OF THE DESIGN OR 1 \ylo last (77)932-2490 REVISED BY NMH PROJECT NO.INAME 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHN CAL INFORMATION SHOWNHEREIN ny/oplast us co TITLE ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION N-12 HP, & PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-14-16 18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTED ANY ANGLE 0° TO TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ANGLE BETWEEN ADAPTERS SEE E DRAWING NO.7001-1101-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:30 SHEET 1 OF 1 DWG N0. 7001.110.191 REV E PERMISSION FROM NYLOPLAST. ©zoi3 NYLOPLAST ryH OP I--r Lie. No, 31371 02-14-2020 r'S ONAL M E O O M U N N O > E �; E Lu ~ ui U 3 :< � o LuLu O ln� LY L M Qa J U 00 LL.I H > p N W N (7It O 3 X (n LL oa =� (1) _ N = U > a Ln c Ln 0)O N � M a CO J (n O 2 O H- 0 Lu LU U a z O O Lu Lu Lu z d Q 0 0 W z Q Lu Lu Lu CL CL CL i Lu Lu Lu W LLI Lu Lu cl� cl� O al 0) N W ON �a DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. I� I� J � ~ J m Q1­4 Q' a T � I- y UJ W o p W Qz J ,,^^ Q V/ Lu W J m I- Q w O z i JOB NO. 43266 SHEET NO. C1.2 �a �0 -0 D_ O UI NCL U) 2 Z O 22 0g T � E� 1- c o m C a o w' 0 3 Z n O m xg x a� o w 0 m 0 nw m c � Y In X- o .o O U L 2 03 c 0 U c `o 0 E� 7 � U � m U N c N .o m U -a M U (n N O c U Q w N N W .E L- 0 Q c a .0 a N M 0 N 0 N 4 N _ 0 0 a -� \� \\ - \ \ \ \ \ - - \ 1 I 1\\ \ 1 \ _ \ _ - _ - ^) _ \ \\\\\\\\\ \ ( (l\ `\\\)111 \\_ \� \ I ( /r \ \ , \\\ - _- \ \ \) \ \ \ \ \�\ \ - \ \ \ ) 1 I) \ \ \ \ \\ I \ \ \ - I ) ) 1 \ I ) \ \ \ \ \ \ � �\ �\ \�\ �� \ \ ` \ I C \ I \ I \ I I \ \ \ \ ` \ \ - � � - - / - � / - ) I III \ 11 � \ < � \ \ \ \\ \ \` \ \ \ I � \I \ \ \ \ \ \ - _ - /I� // �///ram/�%-_ - / // /i -`��_� /' / ' I I\I �\\\ \-\\`�\\`\ \`�\\`\_� .��- /1 / /)� / / / // / - / - --- 11i1� II//�(/f // , // // _ / / / - / / I \\ \� \\ \\\\ \ \\�\-\ -' I II I / / J/// / / /-- a / // _ �\ - I I \\ \ \ - _ \ ,\ \ \ ` \`.\ \ _ l � �/ Jllll // 11111 I I 11(/ // i i' /'/ /' /' � � c� j-s _ - \�\ �\ ( \J / � \ r \\� \\�\�\ �\ \\\\ \ \\ �, 11 �\ t - - - - - - / l I1 II / / - \ / 1 \ \- \\\\ - lll(r l II ill,// \\ _ \ - _' _ 1 / / / / / ///// 11// / / ///If /i%r / / / / / r - — - \\\\\ \ _/ /J \\ \ \ �\\\ \l\\ - \\\ \� \ \ \!\�\ \ _ _ l / / l I / / l l l /r/ // //// I (t(//�///// - ----- --�- _ \ \ \\\ \ \\ - _ - ----- / \ 1 I I l l I I III I ( // , / / /r /// // /// �/ - '� - - _- _ \ \ \\\\\\ \\ \ \\',, \\ \ \\ \� \` \ - \\ \ ` - _ �_ __ _ _ // \ I I I 1 III I 1 I� // r/ r,/ �/ / /r%/ice=--_ _ --_ \\ \\\ \\\\\\�\\\\\�\\ \\\ \ `� \\\ \\---____ \ \ \ I ) 1 III 1 I I 1 I I 1 \ 1 l I 111 III II(( �/ // /// j �/, /,// — — -- - - - -\ \- \ , \ \`\\\ \\\\ \ ,\ \ \ \ , ,-� � i� \ \ I I I I I I I \ I II 11 Ill)l II 111 /11/ < /- / '/////'- -- \\--_ - \ \ \ \\\ \ \ \ \ \ \ \ 1 I II I I \ 1 \ I I I I II ((�/,///,► / /////, /, /, , _� _- -- \` \ \\ , \\\ 1 \\ \\ \\- \\� �\ \_ �� \ \ \ \ \ I I 1 l \ I III I I I II I // // / / / _ \ - - _ - _ - - \ \\ \\\ \\ \\ \ \\)) > ,I1111 \1 \\\\ L� \\ \// 1 \\ _ - \\� / / / %ice v `' \I I III I 1 1 I II)I,I/III// I// ri// / , // / --� \ \ \ \ \ \ III" I \� \ \ - �`\_ //// \ \ \ \ \ I I \ \ \ I I II I I I 11 //// rr/ / // // X ///// /'r - - - - - \ \ \ \ \ \ I) �( \(\ \\�\\ \ \ t = - , \ �� �, _ - / / (// - _� \ \ \ l \ \ \ \ 111 II I I \ II III I I I (IIII, / // /r/� 1 // _-- -- - _ - -\ \\ II \ \\I\1\\ i\\\ ti�\\\\ ,�\ \ / // \ \ \ I I I I I I II I / / // /I/w1 / I _-- -- -- \ > III I 11 )� ` - \ -i - a \\\ �/ I \ \ ) \ \ I I I I I I 1 \ 1 I II II III I II II� ///- 1 1// r _ - \\ \ \ \ \ ) \\ I II \\\ / -"I- I \ 1 I 1 I \ \ \ \ I " 1 / / // / /// / \ \ \ I (\- \ \ \ \\; - / / r I \ I \ / \ / / I I I I I I I I I III III I/I // / / J /1 - - \ -� \ II 1 \ I IIII I` , �- - \\ \\ \\ - / / // \ \ I I I , I 1 1 IIII IIII I I ,/// / /// // // - \ \\ \ \ I 1\ ) III I I I \\ \ \ \ \\ / f / J / I\ / I / ) / I 1 11 l l I I I I I 1 1 \ \ \ \ \ 1 1 IIII 11 111111111)IIIIIIIIII _ ' /i' // ' /' / _ _ \\\\ \ \\ \ �\ \� )I\I I )Ipy I111 /ll \- - �\\\ \\\\\\\\ \ I\\ \ I--/' / /% /f - / , , i 1 ) I l \ \ I l I I 11 I I ►/ / _ / / / / // , \ \ \ \ \ \ \\ J / / / l - \\\ \ \ 1 "� / -) / / / / / / / / / , / / / // / / I I I \ \ 1 I 1 I 1 IIII I IIII I IIII Illlll i /; - - �, �// /. /i%// / - - \ \ l 1 Il II11\ 11 _ - -\\ \\ \ \\\ 1 I 1 / ( / > \ \ \ l \ \ 1 / \ \ / , /// / /' /'/ / I I ( I I I I 11 � = /' /' ,' / r \ \\ Il\/ \ I \ _ - - - \ \ I 1 I J /r////�� / / / / / / -,/ / / // // I 1 I 1 1 I I I I I/I//l /II/I/�)Il III //-- //// � // /� / ` \ \ ` \) \\ \ )\ \`1\\ l I I /1 _- _ \\\\\ I I, / \ // ri- 1 ` / , / �/ // //� // / I I 1 Ill // / / /l //1/ /1 /� ////- ,///I i - \\ \ \ -- -\\ \ \ \ -\ \1 % \ I \ / , / / /// �r - - // / / / 1 / I / I // // /// //jl1/11 // '�_--///�/, // / -\ - \ 1 1I 1 I// - `\ \\ c- \\\ l/ / I \y//// / / _ \ 1\ \ III _ \\ _ \\ `� Or r/ \ \ l / / / // /// - - -� -' / / l l 1 1 // // /i'/ r'l / //'// - ' \ 1 \ \\ 1\ I I l /�_r \\ 1 \ l \ \\ f ==i/ /� (I l ` \ ) ! / / / / // _ - _ - / / r / (1, // //_ _ / /, / / / , / \` \ \ \ \ l lI IIII //_ \ \\ \ \l \\ \ / �/ _ _ _ / / / I \ \ \ 1 / , / , //////i/'----_''/'-// / / / I / //,/)7/// /'.J / ---/ / r \ / / / / / - \ ) 1 I11 II I 11 \ / - \ \1 II \\)1L` \\ \ \\ ,,__,�/� \ ( / / / r/// // /,i/ i,-_ -_ -_/�/ // / i / // /- \ �\ \ \ `I\ 1 1 III \ /'//.� \ ) III I) \-_ / -)I 1 / / / / / �.� l / / / / / / / / "� \ / / / ///�/ / / / _ \ ) \ 1 ) 1 /1 / / ' / /I /%/ /%''% :=_-__ / // /i� //// "- _--- %/,\///// // /� ' / - -~ \ \\ \ \ \ 1 1 I 111I II I11 \ \ I I I\ \! / - \ - __-_- , , /, , , / ///- _ i I ✓. / / - --_- / \-, \ \� \) \ I l\11Ill( \_-/ / \/I/) \N\---=��` _- __=_'''�'=�- I I l / / / / / / ' / /'�' / �'i / 'i - / \ r_ _ - . / //, ,// - - _ _ _ - _ // // , , / � - - \ \\ \ \ \ \ \ 11 ) III \ / /' / ( / I (\ ( - - _ = - ' - -_ \ / I / / / /' / // /////// //// ii///i//i% __-_ � nEI iY_� iIj�(��cQ//jII _- �� ij jj / '_--_-\\\ \\\\\ C\\ \\\II II'IIII, \\\I` - / \/,! C)1\\ 1 r'/- -i \ __%__ \\- \ / / / // // /// , ///,;/ ///,/// _ �mac�°, 3g-- - "'/// /4� /I �53-__-:-/ /;// / \ \ \\ \ ( ) ,I 11111111-/ - /I \`\ \ I\ /r��_�=- __ \-%_- - \ -/ / / / / / / /// /// //� //// ,/"ice"' ! -�=1�_ �%//Q // _--__ // / \ \ \ \\I ,I I)I IIIIIIII \/ - I�\ )111 I- =% �__ == -_-- \ \ - / / / / / / / / / / ' / / / i/ / //i, i �, �__ -i-- _ - _ _ ' 1-b , - _ - -� / / / /, i- /_ - - \ \ \ \ \ \ I \ ( 11 11 I 1 \ - - , - (1 \ \ \ // � '/ _ - _ _ -_ _ - - - - \ - / / / / / / / // / / // / / // / - i— -`C - � i �- _ 'j/ / / -'/ _ _ - / //// / \ \ \ \ \\ \ C ) 1 /(\/ I ' `\ \ J\ \ \ %'' / _ �_ �_ _ _ _1 �� - - - \ \ / / / / / / / / /// % / �� ' - �' / -- - / / '� _ .� / \ - \ ) I / ,, /� \ \ \ // ''/ - / --_ - - - - - - - - - \ r-\ \ \ / , / / , / / / / / ' / / / ////// / / '/ / '�// - / _ \ - w- ' ( / / -\ \ \ 1 \ \ \ 1\ I �/ / / ///II/1 `"' \\\\\ \� // / / J \ \\ / / / / >' /'/ Fd32-� / / /�/�� /i/_/ - _ _ f \ // i - �� _ //// o, -- \ ^ \ /// '-------_ _ -- \' / / / / ' / / / / / ' / --- \ Wf/ r _�z' i/ / ` \ \ \ \ \\ I \ / ) / II L-'_ \\ \\\ \ �' , - - - / I \ \ , / GOLD LEAF EN ETR� 3/ /' �i / — — — — — ' — — — \ \ \ . / / \ \ I I I , ( ^ / � _ — — _ - -- / / --, ,*, a/fsG /',1' - -�f- ----- \ \\ \\\ \\ \ -_ \ W )\ / / / ' \ \ \ \ \ 1 I I 1 / // ) �s S _ > \ \',/ / - - / \ _ - // / / / / / / / // ��' '_ _ _ _ sfifi \\\\\ \\ \ \ \ \�'. y / - / / \ \ _ \ \ \ \\ \ \ Ii1 I 4\ (\ - \ \ \ // _ - - - _ - \ \ / / / / / / J / 1 //// v 3, - / /'' - ' ' \\\\\ `\\\� \ \\ _ - _ \ / 1 / / / _ - `- �/ / / / /, \ \ \ \ \ \ ► 1►1 / r 1 \ ` - - - - ` \\ \ \\, / r /, / _ �SAI>1-1-_=� 1 \ \ \ I - - - / / / / / / / / //i '/ I /, // , - / \ \ \ \ \ \ Sst \ / // / / ' r / ' - - \ '/ / - - \ I I I 11 \ - - \ \ \ \ \ r / // / - - � \\ \\\ \\ I I ( / � _. / r / 11 / /s�e, / ,// i/ � /-_/' __— -- \ \ \\\ \\ \ 0�\ / / /i' r -= / /' ' ` \ � \ \1\\ \ I IIII II I/IJ / �`\ -- \�\\\\\ \/ /, 6� j - - - t \ \\ I / I \ �/, \\ /' ,' / r / /i i� �/� / - _,/ \ \\ \ \\`\cS \\ -\ \W / Qr / �� - --_- / //r \ \ \ \ \ I I11 I/I \ \- -- _ \ \\\� / ,/ ---- - - - r'\ \ - -- / / / , / / // '-- "� -560� - 1 \\ \` \ sT \ _ \\ - - - I ► I ► I / ( 1 \ - _ \ \ \_ / /----_-- \ -, \ \ ( / \ ' / - _ - / / / / / ' / ' / _ _ - � \ \ is \ \ - - - \ ! ,� / , _ / / / � / \ \ \ ) I ( I \ _\ \ / / r - - - \ - \ \� \ \ \ \ \ \ / / // / / j/ / / /////� __-\ -- /' -� \\ \- \ ``�/ / /G ----1 ` / / r-- \ ) 1 I /) ,I1 \ _- �� � \ \\ i'�� // ------_ \\\\ \ \ ` \ \ \ \ / / ✓ 1 \ - - _ / / / / / / / ' . // ///,/, s �4r" � /d y y i - / 1 - - / _F \ Y,\-s, \ \\\ sO \ \ \ \- \ \ \ / / / / J f - - - _ 1 �_ /' / / \ \ \ \ 1 I \ l 1 /( 1) \ - _ _ \\ - / /' / / - - - - - \ \ \ . \ \ \ \ \ \ \\ \ I I\ / - / \ - / / / / /, :� �" - - ' ' ' \ \ / / \\ \\ \ \\ - \\ \\ // / 5 r - - - ` _ - / \ \ I I I / 1 1 1 I _ -cS%�` \ \ _ / / - - - -- - - - \ \ \ \ \ ) - _ --___ / / / // .r"."ENI�E y _--^ \ \ \ \\ \\�1\ - '// ' I _- \ \ I rll) \ II _ _ /�S \\ \ \ / _---_ - -\ \ \ \ \�\\ \ \\\( / / /�_ /\\ /// /// �i/i' / / \ / \ \\ / / \ \ \ II I I ) l _ T� � / /- - \\ \ \ - \ \ 1 / / ifs/ / / // / "y �" / \ / / \ \ 1 / , / I \ - - - ' r �) \ - - - _� \ \ , / - \ \ \ \\ - // / // / / / / _ \- _ __-- - - - \ \ \ ` \ \ \ \ - / / // // /.5 / / //// / �.� S- \ \ \ \ \ \ � \ 1 , �/ / / - � , \ \ I I I II/ Ill I l ` _ \ - _ 'i i' \ \\ \\\ / / / \\\ \ \ I / /! / / / I \ - \ \ \ \ \ \ \\\\ r - -rI1 - - / / -. _ ///ii/ / /i/ // / _ --�- TM=32_- S / \ \ ` \\ \\ / .� `J// p/n i / _ \ -- \ Il / I//1 II(I -_-_- \ � \ \\- //r--------, \ '\ \ \\\ \ \ \ \ \ \ \ \ _ _ — / ,\ r — — — / / / / / / ' / / / — NIVER, IT RGINIA — \ \ _ — — / / ' \ \ \ \ \ \ \ \ 1 \ I / \ �. / / _ " r / / — \ 1 ( I 1 I — _� �� \ \ / / — — — \ \ \ \ \ \\ \)IIII(- __-/ / // /'/�////// / /—_-REA�ESSEFMNDA'FIDN_ _ \ \ \\\\\\\\ \ \ / J /- _ 1\ IIII I / \ \ _---'_-- \\ \\\ \ - /,/�'�� _--_-\\\\\\\ 11 \ \ \ \ ` 1 \ - - —_ - 6 Q - - - rr 5g5 r _ \ \ - - , \ \ 1 1 ' �, / 5 _ T1�M6AIS'G�R�7CJP ) I I l \ \ _ _ _ -_ - _ \\ \ \ \ _ , _ \ \ / \ \ ) \ \1 l \ I / r %' _/ //bwiFEN ///, // // /�_ Daznec3z5 \\\\- -\ \ \\ \ / / / / / - \ 1 I1 \ r\-�-- \��-� \- \ - i'///, -- \ \\ I \ / l - 4 - / r' - _ - _ r - l r ' � s:2- rPc:s \ \ \ W // / - - \ \ / \ \ \ \ \- \✓ - \ \ \\ / / - _ \ \ \ / \ \ \ / / ) / I1 I) - ' ° g r- 1 p - _ _ _ - / i / ' _ _ _ _ , -`5 ) \ \ \ \ _ / _ _ _ \ \ \ \\ \\ \ \\ \ \ \ 1 ` \ \ / / , �Sl>IF�VE L�IGIITS - 1 I 1 1 I I - - _ \ \ �/ / r - - - - \ \ I I I n F \ / / /f�/ / / - \ \ \ \ \ / / i / -, ._ ucaesrAG,Gusr / / \ \ C \ \ \ _ 1 �- \ / � / / \ \ I \ \ \�\ \ \ /// / / / / \ \ 1 1 1 / �'- �-- \\ \ \ ' - \ \ \ I \ / ) III III \ 323 _ / // / / / - - - / - \ ��. ,' \ \ `\\ / / / / / ,/ I l I / / N5 � IFEN'M---// / ///, / //. / --- _ / - - \ _ - ` \ `\ \\\ \ //'/ / ' 1`- \1` \ \\� .\ \\ \ �/� � ` \ I I 1 r ' / / II 1 I I I _ _ - _ /�1�`-- \ \ 1 1 \ - s \ \\\ Y t, \ \ \ t\\\ ---- \ \ \ // I/ \ \ / / I I I 1 r/ - __- \ \ \ \ \\ .W. \/ / ' 6 \ o �- \ \ \ \I \ \ - i_�_\" \ \` \\\ / - - / \ \ .��W / \ \ ! \ _ I / // r / / / - \ - $0U C�E1OF15URVEY. - \ \ \ \ \\ \ \ \ 1 I 1 '6 , / / / \ \ \ 1 \ \ \ ` ` - � \ I , / / /► \ \ / 1\ S , / --'/ / ' _-__�_ %'s_- _:\.- ^♦1� p/'�I1 __ \ \\ \) I , //, /� 1\\ \ - \ I \ \ )` \ --- ---�` \ \\` \\ \ \ -'///i / - \ /' / d I — / = _ ' \ T 1 Y S I-Cll3� ly / i _ — _ ^ \ \ \WlR FEN \ 1 I \ / / // — \ r J \ 1 \ I \ \ \ _ _ — — — _ — \ \ \ \ \ \ \\ \ \ \ / — / — — — — — \ \ I l l / I 1 / / \ / / / / - \ \ \ \ 1 11 \ \ / / - \ \ I / / / 1 \ - - / / ,'/ / / I (/ , \ / / / / /_ _ _ - / / ' - i = �_\_ - \ \ \ \ \ ,_ i7% \ \, \ \ \ \ 11 l 11 ' / / , // �r \ \ \ \ \ \ \ ` - - - - - - - \ - \ \\ / / - - I l /l/ \ - / / \ / l 1 __ - �\ 2�% IAt[3Rw� O \ ) ► \ \ //„ , / \ \ . \ \ \ \\\ \ \ \\ / I 1 II I( /I ,' \-- / // / / / I /\ I 1 \ \ / / I / �-_ / /�5�� 580585590' `11\ \ \\ \\�T� Pl1`QL\I�`A O�_�__ -\ \\ \ \ 'IIII\1I )\ `_,'// j / ' �/^ \_\ \---� SOU46,E� BUFF _ -\ ` \ \ \ \ \ \\ \\\\\''/'/ _ _ , I // I 1 1 $ / I I \ I \�\ / C 11 / / - -� � = j�� \ \ \ \-- _-- V\ \ I1 ,1 11I I I - -/ /, / / \ ,i -- \' \ \\\ \ \ \-- --- \ \ ( r )'%r r / / \ /r �- /, - , II /i / \ \ - I�Z �i SOOIS - \ \ \ \ \ / / \ \ ` \ I 1 It II 1 II' h \ _ _ / / - - \ \ - \ 0 K\ (' E� 8E \S - \ \ \ \ \ \ I I I )� 1 I f p4, / / , / / I , ,1//-i,� = _ \ \ \ - I I 1 I I / - ' \ - to ITV YOBS & RLANN S � , \ \ \ \ / - - - - 1 r 1 I r/ \ - / 6 / / / ! \ I \ rr, / / / -/ /i \ \ / I I I, / // /// - , \ \ - \ - \ < 1 \ \ \ 1 \ _ / / \ \ \ 1 \ 1 III / 1\ \\ _ , ` 1 g E \ / I / / // / / - \ / h \ \ V�I�COAI�J T [ MAfZCH 2O� � I , I / I I / // / \ Q \ \ , > � \ / / _ _ _ \ \ I \ 1\ \ \) 3 ( / 1 I 1 'z \ / \ �JI , I- , / /i , f J -------_ \ \ I 1 I _- r - \ N / / / , , I, �, l LO !�� / II �9// - / J/ \ \\ c - - - - \ \ )�I, I//lam/II // 5,/'/// // 1 \ �,-'\ _\ > \ \ \\ \\\ \_/ / ' \\\ \ Il I II ///It //l 5°32 _ _ / - r0 \ \ 2 ASS ICI H\STRE€T- - ? / / � \ / r / /,/ \ \ \ \ \ \ \ \ � \ , // � � / � \ \ \� �\ \ / / \ \ \ / / III I1 �//)) \ l ( / / l I J /r III gJ ' 55 _ / / / ( \ l / / -5- ,/` \ \ \ \ \ \ S%S- \ \ 1 I / 1 y 1 / / / 'i // - \ _ _ \ H(aF�LbT1�S�\XILL� VA�£290Z \ \ \\ \ \ \ \\ \ \ \ / / \ \ 1 1 1 I l I 1 I 11 1 II -- ,\ \ ( \ I l/ (// 1 /r / / / I p \ l 1 / ///n�\\\ \1\ _�/_� i/� \ \ \s \ \ \---------- \ I I11 1I l 11' /r / /''/ / \-\ \ \ \ `--/ \ \ \ \ \ \ -/ / / __ \ \ \ (1 III /� -I _ _ \ \ \ \ \ \ / / \ \ � / \`\\\l- - 5:f \ • \� \ \ \ \ - - - - - - - - - ' I'I I I / / / / / - - \ \ \ \ � - \ \ \ I I 1 \ \ / 1J\\ \ \�-_= O I / k l / / / / / \ \ \ 1 I \ \ \ _\ \ \ \\\ \ \ \`//�// \ \ \\ \ II I1 \IIII III(' I IIII 1/ / - \ \ </ / \ \ \ / /\\\ - \ I I / / / // \ ` \ \ \ \ \ \ \ IIII \ \ I I I I 1 \ _ . / \ 1 \ \ l r \ °�� \ \ \ - / l�ll(1�\\ ,\ \ _- - \ \ \ \ \ \ \ - \ \ 1 I I l I// lI // / // Q/ r // / / / \ -\ - - - � 1 \SI�RV(EIkCQI�RU�TfB b_C�T9BER �01� \ \ \ \ \ \ \SST\ -' / _ - \ \ \ ` \ 1 \ \1 \\ \\\ \\\ 1l I _/ _ / - \\ \\\ \\ \ \\ I 1 ` \ \\\�` - /'/' I \\ ' \ /\ \\�\ ` _---_ _ \ I/1 I, 11 I I / / �6 r/ / -�\ - \ \ \\\ _ ---\ \\ \\ \ \\\ �'/' --\ \ \ \ \ IIII\\\' \ / \ \ \ \ \ ///- `l 1 •Q \ \ \_ \ \ \ I�I / I I �" // /�// / - \ \ \ \ \ \ \ \ \ \S \ \\\ \\\ \\ \\ \\\ \\ /-- - -\ \ 1 \ ` \\ \ n� \ �\ - l!-� \ / /' - �v r ---'__ \ \ II I 1l(� II (,. / / C)ti - \ \ F� \ \ / \ \\ \ \ \\ IIII\\ / \ \ c \ \ / , / ( \ - - \ `\V_ Zl \1 \ \ I 1 I I / / /'/ r/ \ \ \ `T THIS S VEY W RROVIa DAT12' \ \ \ \ \ \ \ \ \\ \ \ - / / - \ \ \ I \ \\ \ \IIII \\\ \ \�\ --- --I \ \ \ ` \ \ \\ \" \ w \ \ \\ \-- - _/ / �) / \ / �- _>- \\ (/� \ \ \ 111 ( 1 �I I II / // I / / / - \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / -- \ \ \ \\ \\\\ \\\\\ \\\\ \\ \ \ \ \ \ \ - - / !� i ' \ '\ - \ \ I 1 I h I I \ / / / / ` / / / \ \ \ \ Orl 6 I� INTERVALS 1 �9N10"URS HAVE \ \ \ \ \ \ \ \ _ - - \ \ \ \ \\ \`\ _ ' \ \ \ \\ \ \ N. \ \ \ - / / `J / _ � - ^ \ I I, 1 1 / / ! ) 57 \ \ \ \ T _ \ \ \ \ \ \ \ \ \�� \ - - / \ \ \ \ ` \ \ \ \\\\ / \ _ - \ \ \ \ �y Q / _ �Q I 1 \I / v \ l rn \ -_'- �! / / / / /i �nN i - \ \ \--- _ S \ I 1 \ / / `J - - _-- \ \ \ c31 \ / \ IIII \\\ IIII \\\ \\ \\ / 1 \ )\ \ \ \\ o l \ \ •JQ // / EP �� ��I \ \ \ - O \ I I I I I \\ \ I /' / CO // / / i - \ \ - - \ 11�IdT�R� ATF� - _ - \ \ \ \ \ \ \ - - ' � \ \ \ \ ` \\\\\\\ \ \ J \ \ \ \ \ / INS \ \ III 1 1 11 \ / / / 1 L \ \ \ r \ \ \ \ \ \ / \ \ \ \ \ I \\ \ \ \ 1 \ \ - \ \ 8 - i , / " \ \ \ I 1 I I I 1 / ' / \ \ - \ _ \ -- \ \\ \ \ \ \ ` \ \ / _ \ \ 1 \\ \ \\ \ \)11\IIII) \\ ) / - / \ \ 1 / sdKi \� \ ^\ \ 1I 1 I Il 1\�1/// // // / �� - \ -- ---- \ \ \ \ \ \ \ \` '� - \ \ I I IIII III \ \ \ ` \\ \ \\\ / / ��/ \ \ \ \ �\ \ I I 1 \ / / / / - \ - \ \ \ \ \ \ \ \ \ \ \_ - - / - \ I II ' I , / / „ - \ -\ - \ \ \ \ \ \ \ \ \- / ► 1 )) ►/ I ,l II l ^ /- - / / / - - 1 \ \� - - - - ' �/ / °A� / / \ l 1N,6•RFP\ \ �1- I I I I I I I I 1 I I",/ / / / / / / l) / / / -I \ \ \ \ \ \ U\_ \ \ \ I I I I I I I ) 1 /, 1 /, I / l '> / J' l \ ( r ( \ \ < ( ( - - GRA%R� /' / / / \ \ \\EV-SS\\\ ) I � I / // / �/ --Y - \ -- \ - - -- \ \\ IIII � - / I I I I ) /// // // I// I I / / ( I \ \ - %� / / / $ CP \\ / III I / / / / / /' -\ \ \ _ _ - \ - - _ \ \ \ \ \ \ I I / / // II / \ / , I 1 I / 1 1 \ \ I \ \ �- / , , / 90 \ \ S / WIRE�ENFE I II I I I I 1 I ' // / / / / / - - \ \ _ _ - \ - _ \ \ ` \ \ \ \ \ \ _ / , ! 1 1 / / / � / / 1 I / \/' / ) - \ \ I < \ ___ / - _ _-- \ I / / 1I1 �j II I S - --_ \\ \ \ \ / / /I// /// // //J// /,/ I \ / 1 / / _ / / / / > /� \ \\ I 1 I I I / I / / , / \- - \ \ \\\\ \\ 6\\\ \ _ , // r / / / / / - \ - \ \ \ O \ \ I / '/ / // / // '/// \ I / r % - ' 1 \ / // / / IIII IIII' / I ' _ \ \ - \ \ \ \ \ / / / / / / r ////.- /// __ - � J \ \ \ I / r / //// 1 / / \ - / r/ � / / / / / // / // / /� / \ \ / / I l I , I I \ \' / - \\ \ �- - \ / / l I II ' / / / / _ _� _-\- \ \ \ \ \ \ I / / / // //i / _ \ \ \ \ \ / / / // / \ O. - - - - - / / / / - - _ _ZJhfI b/Ef �G2F DIRGLl1�1A, - - \ \ \ - \ \ \ \ i // / , % / % �' �/ / �, //�, /1 / \- _ / % I // / //// / \ \ / /r // r- \ \ / / ) 1 I I I ( / , -_--- - -- -- - - - // \k / / / / / / I, / / __ _ ---14EALERS7 E€FVIR IA-- \ \ \ \ \ l / //,.// //'' //i / \ / ! 1 I 1 l 1 C 1 \ /o , C20 - \\ \ -_/-- 580_- ° _---_ / / i-; /, / I / / . 1 --_-_ - \\\ \ IIII \ \\ \ \ Ill // / // ''�, //',�'/ / '\ �/� /'' / / 1'/� i = \ 1 I l l I g / rL�/� r i^- _ \ _ _ ---- ----- - 121 'l ° 58U- - _ _----_D6-2�1-PG.325\ \ \ \\cs\\\ �\ \ `\� 1 \ II/ Il/,/1 / / j /i ////'/1\`\�/I/'\ / \ I / 570 / \ \ I / / / / / / / / , I ,' ,' / / ' /' I I I I 11 rn // / '/ S/\ / ' _ - \ \ \ - o /'U2'�_- - - - �D.t684PC2.3`5\ `\ `\ \ \\ \ \\ \\ \ \\\ \ \ \\\ \ \ 1 1 1I IIII Ill l /I//// j� j��,j j'j �/ // J I)\/ N / / \ / 1 - ' / \ / / / I 11 ' - - - - - / // /' , _ _ - - - - - _ _ - - - �- �. / - - _ _ \ \ \ \ \ \ \ \ \ \ \ \ \\ 1 I I I/ / / / , / / / / / / / - // / ► / /' (I ' ; /I of/' / ' - - _ 7_------ _-`- \ \` \ s \ \ \ \ \ ` \ \\� 1 `1 I l �, // , \ \ \ \) I I /// / / //// / / // / / / / / / / / / / ///, /,/ /. /' _ _ \ --- - ( _-- --- \ \\ \ \ \ \� ` \ \ \ \ \ 1 I 1 I I I II 11 I III/, J // / (11/ /, /� /-/ / / \ rl �r I ( / / / / / / / / - _ - - - \ a - \� _-- - \ \ \\ \\ \ \ 1 1 \ II 1 II j1 I r / ' v '-/ /�/ / ) / / / / -- -- ---- _ __ L \ \ \ ` \ \ \ \ \ J I I \ III III l IIIIIIII / I / I/ ,\/_ / / / / / / / // _ - \\) 57 - _ _ / _ -\ \ \ \ \ \ \ ( \ I 1 I I I \ 1 I II IIl I I / / I I r � / /\ / l ) / I / / / 1r / / \ 0 — 5"E Q99 96'- - \' _ - _ / / .585- ` -, ` - r ) \ \ \ \ \ \ cr \ \ \ \ \ \ \ \ \ ) I \ ) I 1 l I I I III (IIII I I I I I I 1 ' l >/ r� - - /' G' I I / / , / , /,/ / /, / / ' // / \ \\ 5% '.-�1 575' \ . - -_ / / / / / 580 --_ �` /\ \ \ cA \ \ \ \ 1 I I I I I I I 1I IIII I Illlll\I l t ( 1 I / > , / j ` , , , , // / ,,, /,C17 r / ' ' \� , \ \ - 26"X26" 1 , , - ---5,- ` /' ' - - - _ - \ \ ` 0 \ ` ` \ \ \ \ i , 1 ► ►►I l \ \ \ \ , , ) - - - _ \ / I / / / / / / / / / / / ( / _ \ \ \ —, \ ` BTORM INLET \ \ ) �\ _ _ _ — / ' / /' ( \ \ _ _ \ \ \ \ \ 1 , I I l l 1 I I I I► I 1 \ � ), / / / _ \ 0 TOPELEV=5,z56' � � r / /' �� _ - - / / l I W / / - \ \ \ \ \ \ 1 I / / 1 I I 1 I 111► I 1 1 1 ( _ / \ / l / I r / / / , / / , { / / — — — � ` INV OUT=56916' f "RC 1 \ 580 — — — / / I \ \ \ \ \ \ ` / I I I I \ 1 ) l l 1 1 \ / /� — — / I / / J/ 1 / _ _ - 1 1 I / 1 I \ 1\ 1 I I l � / /� \ I / / / / / /,, 1�17,b°J(,(%�3411 /, I // \� \- I o \ r�'`�l\ \� I I ------____ \\ / l I a� l - -- \ \ \ \ I 1 - _`___ I / / / / // / / / / r \ 1 I ASPHALTPARKI In I I , _ �\ / / I I / / \ 1 1 I / l 1 I I 1 \ I / r r I l l / / / , / \ - LAN - \ \ 1 / I I I I ) \ 11 / // / / / / / 28� 66 / J — \ 1 / wau e^ ID LL reEPs (HOLLYA SCUE \\ / ^ \ \ \ / — \ \ J \ 1 I 1 I I / / / 1 1 I B'tl�H g(2/DK., MHD escue / 1 ) J l i` / / / i \ \ / / / ) / III I I I \ \ ` 1 I , I / / \ _ W �/ \ \ 1 1 1 // I I \ I I I I I / ! \ / / / / / //, / / / I I - - E a� / //_ --- - , J / \ \ \ 1 ► I l / / / / I I I I I II I l / /I f / / / �- - \ / / \ / I I ( / / / / / J / , ` \ � \ 11 C � // � � I / ` /r / / / w / \ \ \ 1 I I 1 / / / / / / / / I 1 1 l l / /`\ / / / / / --� 1 / \ / / / / / / / / / / / r \ _ — — — ' \ \ l SWM IIII // INV CENTS =56109 / ` _ 1 I ,M.NncEc, ` i. _— a _ •-80-../ 1 \ I / \ I \ I ' I / I l l l / / / / , / I I 1 I I � \ ` \ \ / / — \ \ \ _ — \ I / I / / / / / / k \ 6 FULLF TER \ 1 1 ) _ N ) / I / ' ' ' / I 1 / / / _ / / , / / 1 \ \\\ I �, )i - o l \ ' ' ' / r r l 1 I //// // / / I 1 1 1 I \) \ \ I 1 / / 1 / / / / / _` — \ .v-,18'RCP \ l LITY/BT I / \ — I / ( I / I I I / ,_ // I I ( \ \ N 1 II I I \ / ) / / / / / / / / I I \ 1 I // / I / / I I / I I // / // / 1 \ V. ELEV.= 523 ) 1 IIII / / ) 1 \\ / / / l / / / ` o '� / / \ oPE<EVR5658 ❑ \ , / , / � I I I l l / / ' ' / i / / / _i I 111\1 \\ / ' / _- \ \ \ / -I I I 1 I / / / / // loil0J 1 /1,W T / I 1 \ Tl�l 32' - - % \ I I I - I / J / \ / / / / / 1 / / I / I / / / / , I / , / / - \ / I " l l I 1 / / / \ , / , 1 INV. IN 18" P I I III I / / J \ / r / / / / / / / r/ / - 1 I 1 I I I / \ > \ /) 1 I I \ / / I 1 \( I 1 / I I/I / //// //// l 11 0.3(� ( l /// __�-\ \ I ELEV- /, III 1 , l 1 / I 1 / / // // /I/ ( II 11\ \ \ \ 1 // / \\\\\\'// �yype J 1 I 1/ I / / / \ \ \ l / / 1 / \ \ l / . 1 I \ I 1 I 1 / / / / / / / / / III I (I / / / / I ) \ I Sl Y OF ,e \�\ (3\ 1 J 1 I \ S22 50 56 'W 172.81 / 1 / / / / / / l _ - , I I ) \ \ / / - - \ / _ 1 ( /, / f / \ \ 1 \ L1'�Z - �\\\ o Jl , - I l \ 1 / / / / / J I/ , // / / ' / / I I \ \ \ \\ yI J / / / \ Ij ----- / ( I I ! ( \ \ \ ) / - #32-1-8 I I I / / / / //� / ,, �/ �I/ / / I I\ j \ \ \ , /' -� \\ / / - I ) I \ \ 14EAL E _ E FOU N(h I lON \ \\\I ' I / UN/V TY/OF /N/ qI I \ \ ^ / / I 1 \ / / / I / / / / / l / / / / / / / / / , \ \ \ I I 1 1 1 \) / ( l \ \ \ \ \ \ D.�.27 2`PG. III -Lc /I I flII \ \ - cci / l \ ' ' // / /'/' ' / % ' / / i' , ' //,'/'/ // / r I I I \ ; 1 l I / , / /'/ / \ / \ 1 \ o I \ / / / / / / / / / / / 1 I I L / \ / j 11 I l IJ \ l \ \ \\ \\ \ \\ ) = o ' D.B. 1 ) ,255') \ /1 ° I l I `-- � - l - / / / / / / / / / / / // i /, / / J/ p t� •J I REAL 7`E FO ATl \ / / / / / _ J / ► I 1 I / / / / � \ \ \\ / I I I l I \ \ \ \ \(V`7% 5 '0�'`i/l% \ \ \ \ o • I 1 ` _ _ -1 \ // �^\ - / I �, l cfl , Ps ors/ 12 PG. 3 5 \ I \ \ \ \ ' /' / 4J ,' / / / / r / / // / / / / �r /i s / / / // / / / / // ( / / / / \ \ \ / / I / I \ w %�_) ✓ /II ZIs„�,a�, / j 1I -\ \\ \ / / ' / / / ' / / / / \ ///'l /l /// / i , I1 - \ I ,I \ \ \\ \ 4.$3 \ \ -\\ \f J _--- l / / / ` / \ \ I ) I \ \ \ \ \ \ \ \ \ \ \ �\\ '- - /// l I I / D. 802 PG. 2 IIII I 1 �U - \ / / / / r / \ / / / \ / / / / / // /\ / / // / \ \\\ y \ �_ _ _ l� \\\ l III \/� \ / // // ." // // // /// // // //// /,/ // -- - �\\ / /rl\ \ I II I 1 \ \\ \\� \�- _-=� ---�- -. �II _--- - _ / - IIl -\ \ \\ // // (/// /// /i///f// r '////j / l I //// ///i'i,/ -\ IIII -I _ / / / / / / / / / / \ \ \ / I \ \ / \\ \ 1\ \ \ \ \ � - _ .= 1 �_ c, - r I ( ( _ - - _ _ \ _ _ _ - \ \\_ \ \\ /- 1 \ V, \ \ / / / / // / / / / / /r/ / / i / / / / / / ' '' - - \ \ 1 - 1 \ / / / I / /' /' \ \ -/ III 1 \\\ \I 1\ I - - (\ \ �) _ _�E..�_� /° - -\_/ \ '\ I \ / / / i / / / / 1 / / /' ' /' / \\ \ /S225055W \ \'; / / 1 // /ram �rl // ( , / / // /, / - \ \\ / \ . - --- - \ �aaoE T 1 / ( �/ 429.96 - 11�/ / / / -F / \ \ / / I / / / / - - \ \ I I I _ / / r / / \ I \ / ( / ( INNOVAT ON DRIVE \ \ 78.07 - ti - - \ � \ \ / ' r / / / / i/ �' = �/ , / / \ \ \ \ \ \ I ( , I / / // / / // / / \ - \ \ \ i 1 \ ) / I _ _ _ - - - l_--- r - / / / - \ \ / 00'PUB lC R/OHTOFWAY \ J C 13) I / o \(/ / , / ` l ( / J// / / ( \ \ \ \\ \ \ ( / / I r '/ ' ' /, ' ' / / ' / \ \ \ \ \\ �,\__ , I \ \ J / / / / / 1 , / / \ ) /l_ S181203W -/ // -� / / / / - _ _ __ _ _ . - - / 1. \) / I / / / - l / - ->> i- / / l / I \ - \ \ \ \ 1 \ \ 1 1 1 1 1 I 1 / / / ri / �� / , /i ' / / ' � \ \ \ _ / r / / - _ / / I - \ / / / \ \ \ \ --� I , `/ /` / / / // ' ( \ - \--_ - S714J53� \ _ _ \ �/ l / I I \ _ - \ I I / c / /r // / - - \ / / I I ( \ \ \ \ \ \ I I I 1 1 I I I ( " \ r / / / // // / / ' / ' - - - \ I / _ - I / , ' / r ' \ _ \ \ \ I I / /( - _ —, _ �_ \- / ) f - - - ` \ S22°50'55"W 429.96' \ ) \ \ -, % __ � \- - - \ \ / ( l ° l \ \ \ I I I 11 I' / 1 r, / / / - - - \ \ ' =700. 0' _-// /' ' - ,-_\ �� __-- `_--- _ _ �-J - - , _ .Itl \-`/ -- _-- - `\ ` `\ \- ("7 = l / 1 1 \ \ \ \ 1 11 /,I► /,I I I I \ I I / I ///I/ '/ -\ \\ - / --_ �- \ \ _ _ _ _ _ i� - ° \ \ \ 11 1 I \ \ \ \ \ \ l II////// /1 I I Ir I 1/ ////(/ I/// / __ - _ \ =800.00 - - \ LSD -_-= = ==- ===_ ---- �/ \ \ - \ - L=285.8V -/ - \ - � _ � / ` -) / > (l / (J ( 1/( ILI=� \ - _ _ _ __ __ _ _ _ _ _ _ — _ _ _ _ - _ _ S22°50'S5"W _ _ R=1550.00 \ v \ I / 1 / / / - - 325. 85' _ -) ) l \ - - _ - - - - - - - - - - 429. 96 S 18 12 03' W 78. 07 \ \ \ I 1 1 11 I I I / / / / 1 I III ) / - - - _ T=)44.93' /-- _ - I \ \ \ \ 1 \�V'_ 7f%\ - __ �-_ \ --_ -\ - _ --� L=125.73', _\- _ \\\ IIII IIII\ - \�// 1 \\\`\ \ ` \ \ \\\ l I I /1' I 1 I // I- \� !' ' ' -\ / ( \ ` \ IIII\l / � `� \ - --, - - � -\ \ \ \ l l I I /I /lI II r /--- \ 11/ 11 1 1 / 1 I =165.21- \ - 4=23°2A9"_- - _ _ _= = \ \ \ \ \ \ \ ) \ \\ 1'�'7 �„\ \\ l 1 \ - \ ,' _ _ \ \ ` o _ \ \ \ \ 1 I % I I / \ / I I , l / - - \ \ 1 I I I / l l - 32013- --\ \ \ \ \ \ \ \ I \\ - ---- _ \ / / \ I I / // 1/\ / \\ - / / , / I I J / //--- ° \ 1 \ 1 \ \ T-62.90 / - - 08`0_��_ --\ \ \ \ \ \ 1 \ \\ \ \� ��w\� \\\ \ \\\\\- \ 1 \\ \---_ \\ 1 --- - \\1�-'\,d=43852 \ \\ \ - \ I I l IIIII I !�' _ / / ' I / -_- _��/'_ \ \\ \ \ \ \ \ \ \ l lC 1`�� ` ` \\\ \�\ \ IIII\ \ \ \ IIII - \ - _ - r \_- /� - o \ -- /-If_ \ \ \ \ \ \ 1 I \( l 11 /I", ) l ,' \ -/ I / , I I I 1 , r --_- _-_--�''�__ -^\ \ \ I I ) I \ \\ \ \\ \\ \\ \t \�`\\ \ \ \ IIII \\ \ t\ \\\ �- - \\ - - _===__``��\ �\�--CB=S203129W `- ---�/ -1)) \ \ \ \ - -/(-) 1 I l / l%Jll/ 11 1 /' / / / l I I - _ __ \ \ \\ \ \ \ _ __-_- ____-- \ \ \ / / /1 / l/ I / / l l 1 I I I 1 / I - =8 _ \ \ \ \ \ \ \ \ \ -\ _ \ _ - _ - \ - - - - / / /-/'/ I )Ik\`\\\\\\\\\\\\\\\1\�\`\\\\\\\))�1�\\1\I\(�\\�� \~`\\11,II\-C=125.70' - \ -ice./`'-I \\-\\`\ / /I )/ // r(///,I ))� III I / / I / , / \ \ \ \\ , \ \ I , J I 1 , 1 , I.( \ \� ) _' - ` - � _ r I / , ,/i 11 !/ l (, ---- I ► ► 1 I I I / / /) \ 1 / 1► \ IIII _ -\ \ \ \ \ \_ \ \ / / / r / J / / I / ( I 1 l -- / / / \ J / I / / \ I / // C \I` (\\ \(\\ \ \ \1- \ )\\`\---�- - -----� \\\ �\\\\. <\\--- -- > r—_--'\\ \\ \ \ �- / ' / / / / \ ' 1 I I I \ I - / / / / / � ) \ \( \ \ - - \ - _ - / / / / // / // / , / / , r , / \II l , > \ \ \ \\ -\\\\ \, 1 1 \\ __ - - - - - - III I\ \ \- - \ _ \ 1 _ \\ / / / / // / 1j / / I / / I / . - - - \ 1 1 1 / l I / / / ( / / \ / / / I , \ / ` \ ` ` \ I \ \ \ , \ /---- \\\ \ • \ IIII---- \ - �,, \ \ \ \ \ \ \ i , , , , / , I / , , I , ( /-- �_/ / / / / / ^(/)f/l�)�J////mil/-//j/// // ( ), /( I lI I l I1 \ \ / \\1 \\\\ \ ` 1 -�\�%� /� \\ \IIII \ \ \ \ ---\ - %�f - \ \ \\ )_ ` ` l ! ` ) I )///�/ l,)Jr1j I j/IJ1/////�__=IIII( I1( I I \ I I \ 1 \ I / / - / / / / / / / / / / / , I I / I \ \ _\ \ \ \ \ \ \ \ \ \ / \ / / 1 / / // / / ' / /// /// I / / // I III \\\ \ \ \- \ \\ \ \ \ \ I \ \ \ ( ( f / 1 I ' / / I I l / / I / /, / // // / / / ///, l / , / / II/1\1 \ \ \`\ \ I \ \ -\- _- \\\ \ \ \ \ //1; \ \ -J /\ '� \ 1 \ \ / 1 I \ I I\ 1 1 \1 \ I 1 / / 11 //// - \_ I 1 \ \ \\ 1 \ )1 I // \ / / / I / / \ \ \\ \ \ 1 \/ , 1 I / / / / I / / / / / / / / / / /'/ / / / / ) ) 1 \\ t \ ) r \\\ �\ \ / r \ \\ \ \ \ \ 1 \ `-- / I // / /I- / 1 11 , \ - 1 - \ \� / _ /I \ I l / / / / I / / / / / / n/ / \ \\ \ \ - (- _ \\\ \�1-\ -r /( \ \� \ I Il \1 1 \ `1) I 1 \ /, \\�\_/ I 1 \ \ I / / / / \ \ \ \ \ \ \� \ 1 \ \ II / -- I / / / / , / 1/ \ \\ - \ \ \ / a, \ / \ / / _ / / \ I I 1_N\ \ _L \� IIII \\ \ I I( \ - � I i / \ \ \ \ \ ) \ I I ( IIII ► )\ \ \ / / // J ( 1 I I ( I / / / ) / 1 / / / / / / / ' / \ I \ > > �\ ) - \ \\ \ _ -\__-__ 1 �- \ 1 \ \ I \ \ \ l 1 \ \ / - 1 / / I / / / / , //// \\ \ I I \ ( / / \\ - \ \\\ \. \\\ � -- -_- JI \ \ (- / \ \ 1 \ \( 1 \ \ / / , \ \ --- _ / _ , l / / 1 / / / / / / �/ / // l / / / / / \ \ , / \\ \\ \ \ / / l / / , 111 / / , / / /// // / / / / /// / J/ /.- , " ,// /I \ \,)\ 1 \ ".(-. I I I I/ \ ( -J \ \,-l<\-�\\ \"\\\- -_ -_--\\=\_- / ) \ l C ) \ \ I / l \ 1 \ \ \ \1\ \ ` \\1\ \\\\\`\� \ �/ /,'/'/ -L ``.)", - \ r / I I / % - \ _ \ \\ - - -, \ \ / 1 , \ \ \ \ IIII \ '\ \ \ c \ - - / / / / / / / / / / , / ( / (/ �/ / / / / , / I ( / / r / /l / 1 \\I \ \ \ )iJ \ `I .J\ \, I ( r - / !- \IIII\ \ \\ \ __ _/, \` I ) ) I \ \ 1 \\\_�' / / // L' �1 , 1 / / l l I // I I/ I ' \ l I '(/ I / C\ \ 1// \ I 1 1 1 / --- ��\ \\\\\\\��\ -\\ \--_ _ -_/ 1 I 1 I I 1 I ! \ 1 \ \ IIII\ \\ �\ \ / / '//(j/„~\ I / ! \ I \ \ \\ - \ ( l \ \ �� /' r / ( I l I I I I I I I ) \\ \\C \ \ \ I 1 ( \ % / 1\ \ \\ \ \`e / \ \ \\\ \ rI r \ \ \\\ \\ �- \ I / / 1 e 1 / = / I \ \ \\ IIII )\\ \n \ / / /<O' ---=- / I / / / I I l 1 I 1 I I 1 `-\ \ \\ \\ \ \\ l \ l ( \\ \ \ \\ \\\ )) ;` \ I \ \ \ \ \ \ \\ / --\\ \ \ IIII\ \ \ \ -- - \ / _/ - � a \ \ \ / / \ I / / I I \\ \\ \ \ \ - \ 1 \ \ \ //\ I \ I I \ \ \ \\\ I I / / \\ \\ /� \ \\ -_\ - \ 1 \) / / , / / / < l I \ \ \ \^ \ \\ \ \ \ - /r^ I / I J ( / l ( -\\ \ \ - \ \ \ \\` \ \ \-- \ \ \ 1 _\ IIII \ \ I \ ^/ \ '"-- / / 1 I \ \ \ I - \ \ // \\ \\\ I / \ / r I / \-\\ \ l \ \ / I ' / / I ( l \ \ \ \-�- \ \ I \ IIII \ \\"-___/ / I / l 1 )l 1 \ 1 \\ \ \\ \ \ \ \ \ \ \--\\\ \ \ \ \\ /� \ I I I / ) I 1 I \ \ \ I I / ) / / \> \\ \ - \ \ C / -__\ \ 1--- / / \ I / \ ) - ! \ \ - _ - - _ \ I \ IIII / r � / / / I / I 1 I \ \ 1 \^ \ \ \ \ \ - \ \ \\ _ \ - - - \ 1 1 �/ ' \ \ I ! I I / / \ ► ) I I 1 I l / r \ 1 \ \ \\ / � � / � -�_ � / \ I I I I I I \ \ \ \ \ \ \ \ \ \1 ` \ - )il� \_ \ - - ` / / / r I ` / ` � o / i / / i / � i : lam/ / / � / / \ I 1 I t \ I / ) I I \ , \ � \ \ \ \ \ \_ \ - ) \\ . \ � � /l � \ \ - \ \ ) )/� 1 1 1 / / ) / \ \ \ \ 1\ 1 I I 1 / / .� 1 1 i \ \ \ \ 1 ----\ � I NPR g3 Lie. No. 3I371 � 02-14-2020 �� rSI ONAL M E 0 N OV N c >E w °) E -� L_ U N � Q w � � w w o �wO r`o-4 a J U m w J - u] a � o N z � � v �ONQ u_ 0 Q c � U j � a c � O\ - N 3_ M a � CO J kD I- cn D O (D D O 0 w > U a z O D O Z �� �� z Z Z Z O � 000 a W o00 0 C� C� C� z O Y) W W W W m 0, N W "I \ O I- ��' 0 N N "I " N DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH 1 sCA80, J Q I-1 a- Vl 0 Z i TW i �M M <^ CL 0 U z W I --I 1--I 0 a z > 0 � U 5 V o z U W I --I J i_ IY / f1 Q I --I W X _1 w Q J J 0L �..�..� Lw L SCALE 1 "=80' 0 80, 160' JOB NO. ' �m"�9 SHEET NO C2.0 c 0 Q c Q a d N V M O N O N N C 0 0 d 3 540 / / \\ 6EAl%El3L/ FOAM I I \ GOLD�LF,AF/L,�j/VDTI,Z'US WOi3/ � _----- - - - --\------_- \�\ \ \\\�_-�\ \ 5,35 /WEN El/L / /////,ice / / z / /— -- -- —— — — — — 90A 17 CO -555 / 3;439 --_ �'�- _---- '�__ \ \ \ WETLANDS - V/ _50'STREAIbtBf1FFE?\ ' / // / / / / 3� /% '\�'— �__ / \ \ \ \ \ \ \ \\ \ \ \\\�cS �� ��� �— \� \ \ `�`JL / / ' // f 'v y y ARE �ENGE y - - - - - - \ EX1S'FING'GVETCAI�IC'1S. / // di / y y •/ \ / / / /\y — — S \ "oll lo ' ' —' /' / / / / / / / i' /' ' A✓ — / / — T_MP#32_18 - \ \ ' / \ \ \ \ \ \ \ \ \ \ \ \ / / \ y / / // // 1I/ / / , — / fIx / E'TLANdS / _ UA/Ii>E}7SlTY OF VIRGINIA - - _ \ \ - _ - - , ' \ ry - S5 ' � � / ' ' � 5 / � - - ' _ - ' REAL ESFA�EFOC/NDA'TIO/�L - \ /////� /' y y ---_ -----' ------ \ \\ --- \ \ �XIST�IN�WBTLA`NDS / / 0 , , / / y ��- _id l?. 2712 PG. 325 \ \ \ \ \ \ WIRE,FENCL� D. B. 2635 PG. 454 \ \ \ \ \j \ \ \ \ \ I PACTS TO BE�EI�MIT\fED\ \ 1 \ \ \ \ •� - / / / , / / ' \ \\ \ \ \ \ 'BY I4VAFO ND\ATI N. 1D.588 ACRES MD. USTET �\ -- — —_ — \ �Tn \ \ \ \\ \ \\ \ \\ \ \\ \\ \ 1 I \\✓ �L \k ��\ /' / / / / / ' ' /' IV IV —\\\\'WIRE \FEN 5 5 590•__ ��- ---- \\ \ \ \ \ \ \ \\ \\- \ '- \\ \ \ 1 1 1 1 1 \ \ __- / / // U) /�h/ — --—————— — — — — -- �� ---__ /' \ \ 0s \ \ \ \ 9 - _ WETLANDS , l / / / / / / / ► - - fv / 56 / 20' A6SA EA,- ' / / , (BY OTHER£ SEE PLAN / SETiGVP0201800091)\ - INl%.,OUT'F5 RC)\ EL�IV 579:7\7' r' — / D S0• ANE �'�' — \ \\ \ \ \ —h�� \ \\ \----___ ___--\ 1 \ \ I I I I 1 III I 1 1 I 1 \ \ \ y / / / , , / // II -- — —� some N / \ \ \\\ \ \ \ \ I 1 I I 1 I I r I I 1 1 \ \ \ \y / / SANITARY SEWER DESIGN' \ NES - \ \ \ 1 ► I r I 1 \ \ J ► f/ / BY OTHERS. SEE PLANS / / / / / / TITLED UVA RESEARCH- / PARK SEWER EXTENSION --- '�/// \ \\ INK IN15 - R pp,D ELEV. �80.80 \ \ \ \ / \ I X7� I I I I I I I I I ► I I I I I I / / / / / / / / / / / / / / / ,`Q / / \ —590— I I > ^ \ WIRE FENCE I I I/ I I I I I / / / / / / D I I I I / / ' / /' ' z +I 584 — — — — — — — — — / / / / / l I I I I / / / / / ' / — — — — — _ - - _ - / / l / / / / / / 1✓�- \ \ 5— 582-------------_ // / / , , , / I /I / / I I / / / , / / / �' I z I 578 _ _ 568 / /N46 502 �6 I !�--96 __----- , / I / / / l / / / I I / ' ,570� / g 6� / /12.07'/ - -- - - - --- - -576- - /--\ , - / I// // 574 580 - - - \ a \ \ S\\ \� .----- - -4 a - a -- <--- - <-- ���- / I I /-C2 / `-_�/ _N18°12'02"E 125.00' ' ' / ' 'S/ / / // ' I _ - -- / \ \ \ \ \ \ \ \ \ _SAN T SAN-- - _ = _ _ ` /a . a 4, . '� °/ ° 2, i N 8°1�' - - - - w AN -ccr- - - - - -- --SAN S T \ 1 _ _ SAN __ _° _------------- SANS— SA,N��--o-0� SM / / \• I - - - — — w _ - - - - _ _ _ — \ ROAD IMPROVEMENT BY I I I /I S N /� <r —- _ _ _ w OTHERS. SEE DRAWINGS ' �,= / // / / w �O w °_ _._- ------ ------ — — — — — TITLED"UVA RESEARCH�' _ W • 1 - - - -° - a - - - - / — — — — — PARK LOOP ROAD„ \ \ I _ _ _ / — , / / - - - - - - - - - —UFO- \ \ \\ 576 1-578___ / _ ---____-- - —Fi - ---- =.-, a \ \ \\ _ - 70,.- \ \< '° /: a / , ti •/� / // / / / _, \ \ 574 �� - - - - ° ------ ---- _uFo— ---� a �\ \° \ _ _ _ \ - -- _ _ _ o \\ \\ 568 570 572 _ /,19 - / ---= / �o - - - _ _ !� _\� \\C22\��_ _ --N18°12'02"E- 125.00'/L - l l -r * - -585� - / / /, / \ �\ _ - - - - ` - - - 20' ACSA EASEMENT // / / 576 578 -575- J ' �_574 _ - 580 Z ----- �� \ \ \ \ \ 575_ / - \ - - \ _ _ _ -/ (BY OTHERS - SEE PLAN \ \ \ \ I \ .-'578_ _ _- - -'Sj5 - - _ SET WP0201800091) / / / / / / / / / r\ / / STORM INLET WIG z--- / TOP ELEV.=572.56' I o /� � \ FUTURE PROPOSED SAN. _ - - � `r., \ / /'/ / 1 1 \ I INV. OUT=569.16' 18"RCP \ \ LATERAL FOR FIRE I I / I / I^ 580 Lo I STATION. ASPHALTPA4KING I I I I ------------------\\ \ \ / � \ 11 (HOLLYMEAL�EFIRE /// AND RE CUE) \ / l / STEEP SLOPES 8' K[Gl-1 BRICK / � // MHD (MANAGED) j WALL 8 WIDFi TOP ELEV.=573.19 INV. CENTER=567.09' / / / / / / 1 I / _ ` \ \ \ \ / 580 / / / _ - I STEEP SLOPES SCALE 1 -30 \ \\\II _FULL OF WATER (MANAGED)NOR 6 -- 0 30' 60'F INV. b{JT 18"A�qP \ \I I I I I \ ELEV.=565.23' \ \ \ I I I I I I I / \ ) 54 CONC. RISER / ❑ rYH o� Lie. No, 31371 02-14-20120 'I - ONAL M E O O � v N � N � Q O >E Lu E ~ uj U 3 Q �! 3 w w o 0 L �\ w O Lu L M QJ U 00 a w J — u1 H d > O N 0LuN� z� °)� O 3x � oJc u_ C) = It c rq U jkD IF— a c Ln rn O N � M a � Co J �I �I Lu Lu Lu 0 d Q o o w > r] OO OO OO z O > Lu Lu Lu w � � � O a) 0) N W �a DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 30' JOB NO. 43266 SHEET NO. C2.1 �a 50 -0Q� 0(D CU) Z a' O �2 o� C T � m o E_ c N m m a o c Z N O� �Q �x a� o w 0 Qw Y fn � -2 U X m 0 U U 2 �N m c N o �o E Uc m m �U 0 w o CA. m U -0 2 c: In m c ✓ 0 c U m n o c� .__ L c O Q c Q a a v M O N 0 N N c 0 Q) 0 d 3 _ _ LEGEND El,yA VEGETATION 0' REMOVAL \\'6EAl%El3L/ */, / -� \ \ \535.\ > \ \ \\ \ \ \ \ \ \\ \ I \ d GRAVEL -----�X� --- -- — -- ---\ \ \ \\ \ `�\`\ \ ~\ \ \\ I\ L \ .ii�l!/ {\ / / / \ \ \ \ \ \ \ f'( ! / , / REMOVAL -555 LIMITS OF -N, \ \ \ \ \ \ \ \ `\ `\_WETLANDS - \ \ \ / / / / / / , / , DISTURBANCE V/ -50'STREAIbtBf1�FFE?\�'`\ - / / / / / / I / �7 z y 4 /� J// / / ' / / �f X� '''/'/' WREffENOE �' y -V- / — — , \ \ 66s, \ \ WIRE FENCE / /' /' / ' // / ///—//\----'// — ---_= \ \\ TO REMAIN 00!!O� IV Vv 5 , WIREFENC,5 \ / REMOVE ll-zll y/ '' ------ -- ------ \\ \ I 1 1 _ — WIRE FENCE-��\ \ \ \ \ \ \ \\//,/,// DWETLAND I /' , / / / /DISTURBANCE TO BE. 5 _ - / \\ \ I ` \ \ \ \ ` \ PERMITTED BY UVA I .v .v .� \ //////,/561 TOTAL LIMITS OF`` FOUNDATION DISTURBANCE = 8.11 ACRES IV /001 \iNIR� ENE/ 591 I N. REMOVE // / j_- - —�_ __-_ - / 114111 \ \ \ VEGETATION AS / _ _ / h/ \ \ \ ' ' — --- ,/ //, / - / - , \ \ \ \ \ \ NECESSARY 1 I I I I -- --------- - - - -- - - - - - _ - - _ --�/ // / /'< \\ \` \\ \ \` \\ \\ - -- \ \ \\ \\ I I IX/ 1 I / I I I I I I 1 / / / ' // / /// /' /' /' Dl000l / / /� l r I \ �\ 1\ \l \ \I \ \ \ ` - -_ _ - -_' /- _ _ _ 590/ / \ \ \ iS� \ \ \ / \ \ O I�VEITLIAI'1JD5-- / REMOVE \\\W\\ \ VEGETATION AS \ \ \ \ \ \ \ _ \ \ I I I I I l I I I I I y NECESSARY _ _ _ _ _ _ I I I I \ I W PEMOVL� \ / \ \ \ I I I I 'I ► I I I I I / , / / / /Nt .,OUT l,�7RC�\ \ _ \ \ \ \ I I I I I I I I I I I I I I I I r� WETLAND REMOVE _ \ \ \ \ EL�Ir�=579 77' / �/� - \ \ \ _ _ - - - - - \ \ \ I I I 1 I b I I I I I DISTURBANCE TO BE GRAVEL ROAD \ \ \ \ \ \ \ \ �' / i� - - - \ \ \ I I I I �O I I I I I / PERMITTED BY UVA- 1 / FOUNDATIONREM- --/11x1 1 I I 1 1 I I 1 \I I\ I / // // // /'/ - I \S80 \ \ \ WIRE FENCE I 1 I I 1 11 1 1 1\ \ \ , / / / / z I — 570 J IN, \ \ \ 1 I 1 I I 1 1 I 1 \ 1 1 v AN �- \ \ \ \ \ \ REMOVE \ // \ \ \ - - - - - - - - _ _ - - - \ 1 \ \\ I I II 1 II 111► I I I I 11 \ 1 1\ \\ y / / / / / ' / - - - - l \ - / RCP PIPE- /lyyI-- - - - - -- REMOVE„- / � \ I y� lNb� IN 95 RCP EL EV. �80.80' rill I Ij-590-, 1:18s�\\I1 I k`WIREFEN�E 1 I 1 I/ I I I I I 1 I I I , / / / / / / / / / / ' ' / z - - REMOVE \ / l / / / / / /' I I I / I II I I I I I 1 ' / ' / / I I I 1 f' \ I \ , / VEGETATION AS REMOVE NECESSARY GRAVEL ROAD ` / / / / / / / / I I I I I I I I I I / ' / / / / / / / / I / / / / / / / I A - REMOVE RIPRAP REMOVE \ - - - PORTION OF PIPE ' ' / / - z -585— / � / / / / / -- \ /I'ANDENDSECTION /' // , ,' / / / / / // /� I --- _ _ \\\ \\ \ \\ \ -� --__vim' ------ -____ _------------- - // / 1 / � / � / / ,• / I I \ �' // // // // / / / / // /'/ /`- I 580 _ _ SAN - SAN-� — _ — — — _ /d - •� ✓d . , ' / - - - - - - SAN -- - if �- I— _ _ _ / W SAN / / SAN S / - \ \ — — — — W_---------------------0 SANS— — S�,N / SAN / ' \ \ _ \ �590_ -------- \ \ W W _ _ ROAD IMPROVEMENT BY S N \° .a .\d —_ — — — — — w — W = OTHERS. SEE DRAWINGS I I I /I I �/ \/ / - / — — / / / W W- \ - - _r- �- y _°_ _-------- _------ — — — — — _ TITLED "UVA RESEARCH\� \ W W _ — _ d • ° / 1 - - - - —d — — — — PARK LOOP ROAD" ` ` I _ _ Ar /-__ _ _ — -- — — — — •ro — ------ -- d d ♦ \ \ Jd d _ ------__ -- !'11 \ \ \ \ -I \ \\� ' /� l l t / / ,585 — o \ \ ` \ 75 � / � ---- � i I I I i � � �\ \ \ v _ -- --_---_5_Z5- - _ _-- / '•/ l l � l / // I l , 580 STEEP SLOPES (MANAGED) -----_----- ---- / / I \ / / 3 \ \ \\ \ \ \ \ l I / I I ► I I / / / / ! _ _ _ / - \ / / // I I / STEEP SLOPES - \\ 580 \ \ \ I I I , ► I I I / \\ / /__-___ \I // (MANAGED) — \ SCALE 1 "=30' r / 0 30' 60' rYH O� Lie. No, 31371 02-14-2020' lwS-IONAL � M >_ O O � v N � N O Q O >E w °' E +� ~ U 3 Q �! 3 w o w Diu O c� LY L M Qa J U 00 w J — u1 H p N V% N Lu -Z Z � It O 3x Cw = 't c U j Ln rn O N � M a� CO J �I �I Z d Q o o W p O OU OU Z O U) a a a Q Q Q w ��� 0 a) 0) N UJ ti No DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 130' L�J I --I Q z Q Qua = z z W 00 U 1--1 _Lu J P-1 a O Lu J m � Q i W W 0 no O U z W D JOB NO. 43266 SHEET NO. C2.2 �a =0 -0Q� 0(D CU) z �o 22 0 c T � m o c m m m a c Z N cO ro G Q �x a� o w 3 O Q w 0� 0. Y fn � 7 N X c O O O U 0 � N m c o c `o m E Uc m m U O w o CA. m U -0 2 O N m c N O c U m o_ o cha) � .E L 0 Q c Q a 2 a ,It M 0 N 0 N V N C 0 aA 0 a 3 11 l / I / I I / l / I I 1 I I I I / / / 1 I I / / / ,' ,/ / / l //i/ �� - \ \\\ \\ \ / I / \\ \ \ \ \\\\- \ \ \ \ \ \ \ LEGEND / / / / / / / / / I I / I I I / / //// // / / // �__ �� --- -- \\ \ \\ "\ \__' / / / // \\\ \� \ \\ \\ \ -\ \ \ \ \ \ \ \ \ \ \ \ 1'H o / // / / /l l Il l l / /l / l / /I / I I I I I / / / / / / / // / I / // / / - - - \ - - - _ - - _ - - - - \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ El VEGETATION / / / / / / / / / / / j \_-- \ \ \ \ \ \\ � _, / \\ \ \ --_ \\\ \ \ \ \ \ \ \\ \ \ REMOVAL r' / l I l 11 l l 1 I l / � / / l/ \ 1� l / I l l I / / / / / — \ \ / / / I / / / / / "'/ / \ \ / \ \ \ \ \ \ \ I I / / / / / // /'�/////II///// // / // // / / / / / -�j-' , -- -_ \ \\ \ \ \,\' 1 // \ \ \ \\ \ I / / / / / / / / / / / / / _ \ \ \ \ \ \ - \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ® GRAVEL AS " \ � - \ \ - \ \ REMOVAL I 11 / / / I / / I I / / / / / I I / - / / / / / / / / / / / / / / / / / / / , - "� / / - , - _ - - - - \\ - - \ - \ - - - _ _ - \ // ,' \ \ \ _ " \ \ \ \ \ - \ \ / I l / / / / I // �' l / / / / / / / / / / I - _ \ \ \ � \ / 1 I I / l l / / / / / / / / / / / / / J "� — \ _ _ \ \ \ - \ \ - � - \ / \ \ \ \ \ \ \ \ \ \ \ - \ - \ \ LIMITS OF Lie. No, 3I37I 1 \ \ \ \ \ DISTURBANCE _ _ _ _ _ _ _ \ \ \ \ \ \ \ \ \ \ \ \ _ _ � — _ \ \ --'— —_ \ \ \ �� — _ � �_ — — \ \ \ 02-14-2020 I / / I 1 1 / / / / / / / / / / / / I I / / / / , , / / / , ' /--- - - - - -- ---- /� — — -- /---_-- `--`\ _ _ - \ -\ _ -\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ - / / l l / I I / l I/ / l l / / .' / / / / / / / / / // / /, / �_-----�-__— — --__- --- - -- ---- _ --- - -i`--- - \\ \ \ \ - \ \ - - \ \ \ - - 11 \ S l l l l / / / / / I / ' / / / / / — — — — — — — — — — — — _ — " — / " — — \ / \ — _ — — ` — — — — ...� _ — \ \ — \ \ \ \ \ \ i \ \ \ \ \ \ \ \ \ \ — — nNAL 1*1 / / / / / / / / / , / // /, / / / /�/ J / / / �/ // \ ' __--' __------- `' - / — \ --- - `-� -- -� `-- - \ \\ \ \ \ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \ \ \ I-- - - / / 11 I / / / / / / / / / / / / // ,// ///// / , / / /I , / / /�/' /"— — — — — — — /_ ^\ 1 — --_ — — _ - —\ \ \ \\\\ \\ \\ \ \ \ 1�\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ _ _ _ _ _ _ \ \ \ \ \ \ \ \ \ \ / / I / / / / / / // // // / / /// / / / / // / // / / / - _, _- _____-----__ _- -__-_ - __--_ -__ `-_ -� - - -\ \ \ \ \\ \ \ \ \ \ \ -- E — \ \ - \ \ \ \ \ \ \ \ — _ \ \ - \ \ \ \ - _ M v ' I I I / / I / / I / / ///,/ //// /'// ,,//////, ///,%// ,/" / _—__—=--�i— `— ——— __ — — —— — —\ \-\"\\ \\�\\\\\ �\ -- \\ \ —\ \\ \ \ \\ \ -- cVvi 1 \ ) I I I // / / / // / � / j / / // // , / / / / / J/ /// /i/'/ / / / — — — — — ' — — — — — — — — — — — — — —�, � ` — — — — _ — ` — \ \\ \ \ \\ \ \\\\ \\ \ \ \ \ _ — — — — — — — \ N. \ \ - - \ \ — N c / / / / — - / - - - - - \ \ \ \ \\ — \ \ - - — _ \ Q c \\ / - \ - / / / / / / " /� '— — — — — — — — — — — - — — — — — — — — — — _ — _ — — \ \ \ \ \ \ \ \ - / / -\ - ---- _ \ \ \ \ \ \\ \ \ \ \ -- - \\ \ \ \ \ - - E I ` I I / // // , // / /// / / // / / /—J/ ' / '_" --' ----_— _—_--_-- -----_ \ \ \ \ \ \ \ \ \\ \ \\ \\ \\ \\ \\ \ \ \ \ -- — __ \\ \ \ \ - - — w =Z- I I I I 11 I I / // / // / /l`/ / /' // "� / _ - - - - - -- \ ----- --_- ------ - \ \ \ \ \ \ \ \ �- - \ - �W 3 / / / / // // / /// \ _ \ _ / ___------ --- - — \ \ - \\ \ \ \ \ \ \\ \ \ \ \ \ -\ \\\ 1 _ -- \ _ QLL +� / / / " / \ \ \ \ \ \\ \ \ \ \ \ \ \ � \ - \ I I I I I I I //// / / / / / / / / / / //� / / , i / , / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ _ o I- I- I- I I I I I I I I I I // / / / / " - --_-_-_- - - - - - - - - - - - - - - - - - - - - - - _ \ - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \1 \\ \ \ - _ � \ - ` - ` _ _ Ld 0 L i\ Z Z Z I I I I I I // / / \ \ \ \ \ \ \ _ 1 1 \ \ I I I I I III 1 I // / / / / // / / / / / /� �' / / / ' / / ///� - - — � \\\ \ \ \ \\ \ \\ \ \ \ \I - I I I / / / / — - \ \ \ \ \ � \\ -` QOUoo z LU LU Lu I 1 I i / / / / / / / / _ \ - _ - _ - \ \ \ \ \ \ \\ \ \ \ - \ \ / \ W \ \ \ \ \ \ \ \ \ / — \ \ — _ - d I 1 1 \ I I I I I I I \ \ 1 I / I I I / / / / � / / / / \ \ \ \ \ \ \\ \ J U \ , I I I I I I I 1 I I I I ► 1 / I I / , / I / / / / / / , / " _ - - - _ _ \ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ - \ \ 1�-N \\ \ 1 1 I I I I I I I / / / / / / / / / / / / / / / / / / / / // / , , - - - - _ _ - - - _ _ � - - _ _ - - - _ - - ` - \ \ - - \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ ` \\ ` - - a V o . a - I \ 1 \ I I I I I I I I I I I I I I I I / I I I l l / I l / / // - / / / / / / / / / / / - \ _ --`-_ - _ � — — � _ \ \ \ \ \ \ \ \ \ \ \ \ I ► / /( / If I I l \ \ \ \ `- \ \ `I I 1\ \\ — -'t a I I I I I I I I II 1 / / / // \ / / / , / / / / / - - _ \ \ \ \ 1 \ I \ U 1 I \ I I I I I I I I I I I I I III I / // // / /, / ,/ - - - I I _ -__-- 1 \ \ I I 1 1 1 I / / / �/ i / / / / / / / - _ \ \ \ \ \ 1 I l \ 1 1 1 \ \ \ _ I \ \- Q _j Q » > 1 I I I I I I I I 1 1 / / // / / / / // / — - - - \ \ \ \ \\ \ \ I / l+ I (\ \ \ \\ \ \ \ I_ _ - =\ \ \ \ \ 11 x Z Z Z I I I I I / / / / // / / / / / \ _ - _ \ \ \ \ \ I / l \ \ \ \ \ \ 1 �__ _ \ \ \ \ \\ //i -\-_ / _ � u1 / / / - \ \ \ I 1 \ \ \ \ \ �\ \ „- oa 3 000 1 I I I I I / __-_----- -- \ 1 \ ���\ --\\ \-' cn2 rl Z \ \ 1 1 l�l / l l / ''/ 10, / //// // / / ` - \ \ \ \ \ I \ \ \ \ \ \ \ \ I \\ \\ c \ \ \ 1 I I I I I I l l 1 I I 1 II 1 / / \ I 1 I I / I 1 / / I / /// /// / , /" - / / / / / / ------ _ - -\ \ \ \ \ \ \ \ I / I \ \ \ I I 1 \ \ I I \ \ \ \ \\ > p - - _ \ \ \ I 1 \ \ \ - \ \ , \- -\ _ _ _ �n \ \ 1 1 I I I ► I I I I I I / I / / / , / / / / / ` - \ \ \ \ ��\ \- U W W W \ \ \ I I I I I I I IIII�I I I I / /// /// / / / / /i/ -1 / / / / / / / / -__ � -_ - - \ \ \ - \ \ I I I 1 ) - \ __ a \ I I I I I I I III II I l/ //// " / 11 / l l _ - - \ \\ \ \ \ I I I 0 ____ - \ \ --_ - ~ 0 000 I I I I I / / / / / / _ \ I I 1 \ I 1 \ \ \ \ - -- rn / / / / / \ \ \ \ I I I 1 I \ - \ \ \ - _ �n v) \ I I I 1_ \ \ / I I I I I \ 1 - _ _ \ \ \\ \ \ \\ -\\\ a) \ \ \ I I I I I I I I I I I I I / / / / // / / / / I 1 �- - -- \ \ \ \ ( I I I I I , _ \ \ ,,N > Lu Lu Lu I I I I I / / /// / / / c / / / I - \ \ \ \ \ \ 1 I I I \ _ - \ \ \ \ rn � ti ti ti \ \ \ \ 1 I I I I I I I I I III I I II III111 I / // ///// / /' / / / I I I I I ,- - -\-- -- \ \ \ \ \ \ I I I I - \ \ \\ cn w \ \ I I I I I I IIII I I I I I / / \ / / / / / / / / / / / / _ _ _ \ � - - \ / / - \ \ \ \ I I I I I I / / ' ` _ - _ \ \ \ \ \ \ \ \\ / a v > > > \ \ 1 1 I I I I I I I I I I I I I I I // /// / ' / / / / ' I 1 / - - - -- -- \ \ \ \ \ \ ) / \ \ I 1 I I I ( -_ \ \ \\ 00_j W Lu Lu \ I I I I I III III III I I I I / /// /// / ,' / / , / ,/ // / / /' / , 1 / / / ---_- 11-1 \\ \\ \\ \\ \ \\ \\ \ 1 <- -\ \1 I l \ \ 1 I\ I I I I I / I I I 1 1 � I' -- -_- -\ -\ \ \ \ \ \\\\\ \ \_ I �Lu � � � \ \ \ 1 I I I I I I I I I I I I \ I I I IIII I I I I / //j / / / / / ` / /'-_ _--- \ - \ \ \ \ \ \ \ \ \ I \ \ I 1 I I I l I \ \ \ \ 1 \ I I ( I I I I I I " // / / , / / / , / / / / / - \ \ \ 1 I \ \ \ \ \ \ I I I I I I I I I I I / \ / / / / / / / / / / \ \ \ \ \ \ \ \ \ 1 \ \ \ I 1 I I I / I I I I I I I I \ � ` - - \ \ \ \\\ \ \ \ ( \ > \ � \ I I I I I 1 I I � / / \ \ \ 1 I I I I I I I I,, I 11 \1111111 I I I I I / / / - - \ \ I I I I I I / _ \ \ \ \ \ / / / / / / / - \ \ \ \ \ \ \ \ 1 I I \ IIII I I I I I /�' � / / / / / / , / , - -- - \ \ \ \ \ I I / ) I I 1 -_-_ --- \ \ \ \ I I I I I I I I I I I I I I I I \► I I 11 / "" / , / / / / / , / / / / /" / - - -\ \\ I - I- \ 1 I / f / / I I I I I \ I - \ \ \ \ \ \\ \\ \\ \ \ 1 II uq I I I I I I I III IIIIII I I 1// 1 "' , / / / / / / / / , � - \ \ \ \ \ I � \ \ \ 1 ,I / // // 1 I I 1 I Ik I\ �e_ - - -\ \ \ \ \ 1 I I I I I I I I I I I I I I / / / / / / / / / / " //- - \ 1 / / 1 I _ - \ \ \ \ \ \ \ \ I I I I D I I I I I I IIII 111(// / /// / // //// /, " \ � \ - - \\ \\ \ \\ \\ \ / \ \ \ \ \ / / I I I \ (_--------- - -\ \ \ \ \ \ \ I 1 I \ \ I I I I I 1 I I I I I IIII II / I ) /,/ / 11 _-' /' / ' / / / / / '/ / ' / - \ 1 I \ \ \ l / I 1 / 1 _ — _,-- \ \ \ \ \ \ \ \ \ I I I O 1 I I \1 I I I 11/ II 1 / / , / / / / / / / / _ \ ` \ _ \ \ \ \ \ \ \ \ \ I XI 1 — — - \ \ \ \ 1 I \ \ I I I I I I I I I I I I I I I / I / 1 1 I //// / / " " _ _ / / / / / / ' / / / / / / / /_ ' - - \ \11 1 \ \ \ \ 1 \ \ \ \ \ 1 I I I \ \ \ �' - - - - - - - _ - - \ \ \ \ \ \ \ \ 1 1 II (D I I I I I I / l I l / I I l / 1 I I / I l I l / / - _ _ - - - , / / , / / / / / / / - _ \ \ - \ 1 \ \ \ - - - _ _ - - - - - - \ / l 1 I I l / l / / / / / / / l// 1/I '1 / / / / — / / / / ' / / / / / ' / ' - `� \ \ \ - I \ \ ) \\ \ \ \ \ ` \ \ \ 1 I I I I / I 1 1 / 1 I - - - - \ \ \\ \ \ \ \ \ \ / / \\ I II p 1 I I / l l 1 1 ///� 1 " / — / / / / / / � _ - \ \ \ 1 - \ \ \ l I \ \ \ \ ) / \ I = I I / / / / / / / / / / / / /////// /// / I / ///I / -/ / — _ "/ ////,/ / / // / /10, / / / /" / \ _SA \ 1\ /LI \ \ 1 \ \� \,�1 ( / , I -- - - - - -_ \ \ \ \\ \ \ __ \ \ III I / / / / / / / / / / / / / / / / // // / / / I / � / / / / / / / / / / / / _ - -- \ \ \ I 1 1 1 I . �► / / / / / � - \ \ \ \ \ \ \ \ \ \ \ \\ \ I/I w rn I / / / /// J / -- __----'/// // , " / / / / / / / / \ -- - _ \ \ 1 \ 1 I I�/ I �- --- \ \ \ \ - \ 1 I > ti I I I / / \ I \ \ 1 O \ \ \ \ I. \1714 / / / / // / / / / / / -\ \ /_ _ \ \ \ \ \ 1 1 I I I \ \ \ / / / / / / / / ,, / / / // / I / --- / / / / / / / / \ \ \ \ \ I I / I �� / - \ \ I \ \ \ \ = Q ^�" / / / / / / / / / / / / / // / I / / / / / / / / / - \ S I \ \ \ \ I I / / / I / / I / \ \ \ \ 1 1 \ \ \ \ ) \ - - - \ \ "' \ ti l / / /// _ / / q� \ \ \ \ / _ _ \ \ o \ // / - \ \ \ \1 ( 1 I/ 1 / / / \\ \I \\ \ 1 \ \ / / I _ / / / / / \ N \ // / / / / / - \ \- \ / \ \ \ \ Q �\ / / / 1 // / /'/// O /// I /1 / / / / -\ \ \ \ I I / / / I / / / \ \ \ \ \ I 1 \ \ \ \ tiN 1 / / / J / // "-// / O ( I 1/ // / --_ / / ' / / / / / ` _ \ \ \ , I I I f / / \ \ \ \ --- \ \ \-\ z O / / / / , / / / /// /// ///"/' /// / ;� // / 1\ '/' / / / / / / / ' / / 14 \ - \ \ \\ \ \ \ 1 I \ / , / \ I I I ( \ --- - \ \\ \ --- O , / / / / / // /,/„ /, J )/ / /// / \ / i �" / / / / / / ' / ' 11 / - — — \ \ \ \ \ \ \ \ \ \ ��II I\ I I 1 I I 1 I \_, / / / 1\ \ I I 1 I I `- - - \ \ -- - U) DATE / / / / /i // '// // /, // ///,// /� l / i �� / / / / / / / / // , ``\ \ \ \`S \I \ \ \ \ \ I J/I \\ I I 1 \ \ I I I / _ - \ \\ \ / / , , , / ,'/ //, ' / j / //, Iq 1 / / - / / / / , , / / /' // \ \ \ \ \ \ \ \ 1 I I I ( / / \ \ \ I 1 1 I l I _ \ - \ / 11 11\\ � \ \ 1 1 I \ \ - \ 5/6/2019 / / / / / / / / /11 / / / - _ \-, \ \ \ I I I I 1 \ - - - \ /\ \\ \ DRAWN BY // / / / / \ / / / _ ► 1 I / \ / \ / �'/ / / , / / , " 1 \ I / / / / \ \ \ \ \ 1 1 1 I I 1 " \ \ \ - / ' / / / / / / / / i' - \/ / I , / / / / / / / / / �\_�- \ -\ \ \ \ \ \ \ 1 I I I I I \ \ \ \ / / / -/ 1 I 1 I I I I \ \\J /--- - --_`- `--\ .11 / / / / / , // // /,, , // -- —1'__— ,_/ / / / / , /// / ,/ \ \ \ \ \ \ \ ` \ I I \ / _ / _ __— Z.DAHL - / // / / _---3, _--- / / ---- \ \ � \ \\ \I I 1 \ \I 1\ \ \ // / // // f 1 \ �/ — --__-_ " / / / / / _ _ _ _ _ " 11 / / / - - -' \ - \ \ \ \ \ \ I I I I I I I I ( \ \ \ / "' / \ / / \ \ \ \ - _ " _ _ DESIGNED BY _" / / // 0/ / f — — _, / / / / / 3a' / / - �/ "----_ - \ \\ \ \ \ \ l ) I I I I I I I I I I \ \\ 1 �' /// \ \ \\ I \ / _---_ / /- A.ALLISON "/ ��////�t//////// // 1 llj �' -530� — - .11 / '/ // ///�/ / / - - _ \\ \\ \ \ \ \ �%� �\ %�\) \ I I 1 I II I 1 \I \ I / / \ \ \ \ \\ _ _ -' _ / /// , // / / r-__-�\-_ __ -/ / /// / / ' _-' -\ \ ( \ �C I 21 \ \ I I I I I I I \ \ / I I 1 \ \ \ _ • -" " " // / / / / / / / /11 / \ \ \ / I I I I I I I I " " \ \ I \ " - / - / / / / - - " � \ 1 1 I \ " \ I / _ -�` - / CHECKED BY --- " /" / / / -_---I---- _- / / / , / " " \ ` \ \ I I / I I I \ \ \ I I I \ _ / _ _ / • - """�"�//�/j/, ��/ // / /�r 1\ - — — — J/ /// / / /�/ / "- — \ \ \ \ \ \ \ \ I 1\ 1 I l l I ' I I I I 1 I I I 1 1\ \ \ "/ "' I l-_ \ I 1 \ \ I _ \-- " " // / / / / // / " _ - - -' - _ - — ---- / / / / ' _ \ \ \ \ 0 l 1 1 I I I I \ - \ " --- " " / / \ — _ / / / '� / _ -' \ \ \ \ I / / / / , " --- 1 \ / I I \ \ 1 I " • J. HASH l / � _ _ - - " " - " ,ter€�'sZ PAS, / / ,/ ,-�" / / / I / / i \_ \ \ \ \ \ 1 \ I I ` I ( / 1 f' / / / I 1 1 1 \` _ \ 1 1 \ \ \ __ -0 - - -- ! '/'(PRI��6f�V�Df If 7//� ' /--' 1 / -- _-- ,-- - --- _� / / , / _-- -___ \ \ \ \ , ` I I / / / I 1 I \ - /- I \ \ \ `/ ,- "" - - _ — • — - — 11 �/"' , / /// %'� --- --5�_J-'_--- _- --------� // /// / // /- "" `_- `\ \ \ \ \ \ 1 \ \ \ I\ // I / / / / \ \ / / / / I I \- ' -- \ \ \ \ \ \ \ \\ //' /" - "' -"'r �__----- �� i " - / \ \ \ / 1 I I I l I / / 1 I / \ 1-1 _ \ I ) l \ \ \ ~ SCALE / - i - - - / r / / / _ \ \ I I \ I I _ / \ -- -- _---"// �/ / /'- i / �� / ----- --1-_ / ' -\ \ \ \ \ I / I I / / //�/) I I _ — -- \ \ \ \ \ \ " j /-_�' • 1 =30 11 / 11 '�_� - — _. ,///---�✓�%/ / /,_--�'',- ✓ / -� — —� — — _ i II / / / / / _""- - \ 1 \ \ I \ / \/ I / / / / / \ I -_-- \ \ \ " 11/ ---' - - -_- • - _- — \ , / `yV"/_— _— — / _ — —— nsI / JI//i� / / / / \ \ \ \ \ I I \ I I l / / \ I /l / / / / / // / / / �� \ \ \ \ \ \ \ ' ,' / " "'"�----'"----- \ ` / /,/\ WVV/// / �- ^�/ / / /' \ \ ` \ \ 1 I / / / / / / / / I I I _ / - - _ \ \ \ \ \ / / / _ - -' _ \ V✓ / �/' -- _� ��' / / / / -_ - \ \ \ \ \ 1 I 1 I I / // I --- _ \ \ \ \ \ \ \"' / / ,' "' "" _ I ` 5 /^\ \ 11 / \4,/ ` -�- _5 I ---- - _/ -� _ - / / , / , __- -- -11 -_ \ \ \ \ I \ I I I \ / / / - - ---_ \ \ \ \11 \ __ \ /\ \ / / �` / N -- / / / / / / ' \\ \ \ \ \ \ \ � , I I / / I I I I nn - -\ \ \ \ \ \ //' / ' '" - I \ � / ( / / / �P - -- ^- ' ' - \ \ 1 \ I I I I IZ / ( ( ) / VI^_- \ \ \ \ \ �_ / / / ,/ / /"" -- Q \ \ \ �v .t/ /( \ I / / / �' % ---- - \ �" / / / / / ` `-� \ \ \ \ \ \ \ \ \ I I I I I / / \ / / I I I ( `� I -- -� -\ \ \ ` \ \ \ \ / / , / / - \ ` -- _ \\\ i✓ / / // / / / / /� /! �'- — �� - / , / / / _ \ \ \ \ \ \ \ \ 1 I I I I I / r // \ / I \ ( -��J- \ \ \ \\ \ \ \ \\ \ / / ' _ H� \ \ - - - - - - / /// / �_ / _ \ _ / \ \ I I / — — / / / / / _ \ WETLANDS I 7' / / / / / / ' / - _' ,' ' / / / / ' - \ \ \ \ \ � \ \ \ \ I 1 I I I I I I / \l' I I ) \ \ \ _ � \ \ \ \ \ \ \ ' / / / / / / / / / " - V 1 11 — \Sqp. ' -- - - -- \\ \\ \\ .*, // / / / / //,/ '/ �� /4 _ _ ----- `/ ' / ,' / / "-- \ \ \ \ � \ \ I I I I I I I I )/ I \� I I I 11 \ __ ----- `- \ \ \ \ \ \\ \ ,' / / / // /�/ "----- O -- \\� -\ \ \ \�%% / / / / // JI/ / // //' I __""' `---_----_--'�/ // / // '" — \ \\ \ \ \ \\ \ \ I I I I I I I I l / 11 /�/J� �\ I ` i — — — —— \\\ \\ \\ \ \\ \ \ ` ,' // // / / ,' "'' " _ 11 Y / / / ' / --- -- -- "/ , / , \ \ \ \ \ ) I I I I I I /// I I I I \ I 1 -- \ \ \ \ \ \ / / / / - - \ \ \ \ � / / / ' / I /11 )l I - ) _ - - I" / / \ \ \ \ ) I I I I I r / l l \ I \ C() \ \ \ \ \ " / / / / / - \ \ q< * / /`�O / / / / / /\ ----I t I le — ,-__ "' // / "--- \ \ \ \ \ \ \ I I I I I / I I \ \ \-___ \ — — _ \ \ \ "" /' / ' " — _ Z - -- - `\ \ ` / / / / / / / /' /\I / — / / \ \ \ \ I I I I I / / / I i I \\ \ \ — SAN ' / \ _---__ \ \ \\ \ \ \ \\ .11 / / / / / - \ \ \\\ / / / / / __ ----- � / / / / \ \ \ \ 11 I 1 1 I I / // \ � /—_ - \\ \\ \\ .111 1//.11 / �� ////�/ // / / _ I I I I I / / \ I \ \ \ \ \ /� Z / -- - -- \\\ \\ \- / / ,' / / /// I'll I ____ /--- -L-_ /'/ "/ // // \ \\ \ \ \ \ 1 l \ I I ) / \ �/ / \ \ I Ij/ I \ \ \ I I I I I \\ \- - - -_- `Ii" - -� \ \ \ \ \\ \\\ \ - - -' /'/ // /X/ / /' /------ F I \ _ Sq �� \ ' / IZ/ 11 11 ---- \ —.I \\ / / / / / / y / / ��" --_�-______-'" / / \ \ \ \ \ 1 1 I I f / / / I \ \ I I I I \ \ - - - - -_ - - - -- _ __ --- \ \ \ \�� \\ �i "/�/' "" ," 11 _-,----- / / / / N \ \ / // / - J \ \ ( I I I I \ I / )1 1 \ \ - - - - - - - - \ \ -- — - - \ \ \ \ \ \ ,' //f/ / 11 \ I / / ) kq---L / / //P / / / — — -- / / \ I I \ / / \( / / \ \___-------------- -- \ \ \ \ \ S O / ' /' / / / _ / I I //// - - _ - - \ \ \ \ / / / / 1 \ I / / / / / ��j / / / / / /I "' / _ _ _ _ �� / "-- \ / / I / \ 1 I \ \ \�' ----_____---------- `\ \ \ \ \ \ -__ / / / Q Q / / / \ I I \ I 1 \ \ \ \ j " / / / \ \ I / / \ A / / / ' / - _ "" \- \ \ I 1 I ( I I / I I�/ ` 1 \ \ \ \ — ` — _ — — -- — — - - \ \ \ \\ \ \\ \`----'" // / /I'l"------- > J I / \ y/// / // / / / , ' 55 "'__-` _ \� / /' \ I I I I I I / \ \ \ \-----'-- --_ -- � ` \ \ \ \ \ — "'/ / / / _ - a0- I \ \ / / / / / -/ _ \ , I I I I I I I 1 \ I ) \ - _-- \ \ _ __ T 1 \ \ / \�, // / / , / , / 4/' / / / /" "" _-\` -\ _/ \ I I I I ) I 1 1 \ 1 \ ` , _�\ -- --- - - \-""--__-_ --- "I". \` \ \ \ \ \ \` \` \ - - -'- "11 // /" /�/ ---_ i z z \ \ \ .y / / / / / / / / "" -- ` \ 1 1 I I I I / 1 \ \ \ \ -__ --- \ \ -- -\ \ \ \ \ \ \ "/ 10, // / � \ _ / / / / , / / / 11 '-- \ `-- f \ \ I I I' ` \ \ \ \ \ _ \- - - - --- - — — —_ - -- \ \ \ \ \ \\ \ \ `_- / ' ' O O // ' Imil, / / / , / I / / // —�--_ _ _— \\ \- -- / \ I \ I I \ ,/ \ I I \ \ \ \ � — — — — — \ \\ "" -- —— —\ \ \ \ \ \ \ \ \ \ \ " — / .1" / ' — — —� — —— � U II -I � \1,� ///,/ // // / / // , // —' "/" \\ -\ —`\ -/—— _—_'-- 1 I I I / ,_ \ \ \ \\__ _ / — , \ _ --— `— \\ \ \ \ \ \ \ `-- "" / /�" —.1 "11 "— W \ \ r�\ , / , / / / /// �,- /' I- _ -\ \\` \- I \ ) , \I I II�\ \, \ ► / 1 \ \ \- ---__— — — _ — \\ _ `- - -\ \ \\ \ \\\ \\ \ \ \ \ \.__�'" / "-- "' "- -" _ — � ~ \ /� \ // / / , / / > / / / / \ -\ \\ --_-- \ \ I \ / \_ \ \ \ - - -- \- _ \ ,__-\ \ \ \ \ \ \ \ \\ \ / ,- " -' - "' � — Q J \ /Q, / I/ / / / Jr, loe 1- � - - _ \ \ -� . \ \ I I � / \ \1- - _ _ _ _ _ _ _ ` _ _ _ _ - _ \ - \ \ \ \ \ \ \ — / ,' / _ � � 0 1 I �\ \1/ q/ 1 �, , / , / / / 10, / \ • - —oft \ , I \ \ 1 \\ \- k \\ \____- -- — \ -- -- - ' \ \\ \ ` \\\\ - -' ""_- /(A c CC .11 I I I -lk \11 \�' * \1/ \ / / / / / , , / / / / /I / 4j6" , \ \ \ \ \ \ \ \ I ` \ \ \ / -- \ � - -\ \\ \ \ \ \ \ \ \ \ "' /11 _-_-' Q w I �p ��1,'1,�-1,��L '/ 10, / / / / ///' // / / / // �// / / — — — — \ \\\ \ \\ - ,I ` —— \ \ � \ \ I \- \\ \ \ \\ _ — I � —\ \ \ --- \\ \\ \\\ \ \ \ \ \\\ \\\ \\ \— — —' "/ .11 , / / Q \ \ ) / \ ( \ / — — \ \ \ \ \ / I' I I \�L q, \�/ ,' / / / / / ,/,/ // ' /' // \\ \\ \ -\- — -'— \\ \\ \ \ \ / 1 \\ \ \\ \ \--————— — — — — —— _— — — — — —\ `' —\ \ \\ \\ \\ \ \ \ \ \ \—_—' "' / ""' W 1 \ \ci / / ,' / / / , / I/ / / / \ \ \ -- _ \ 1 / I - \ \ ` -_ ---' - \_"-- I-__1 \ \ \ \ \ \ \ \ \ \ / _ - -- --_ --- T 11 1 \ / / / 11 / / / / / 1`/ / �/"^/ \ \ \ \ \ I \ \ \ \\ \_---\_-_ \\ \\ \ \ \ \\\ "" / (+) .11 \\ l/ , / // / / / / / " " — — _ \ \ \ \ \ \ 1 _ \ \ \ \ \ - \ \ — — — \ \ \ \ \ \ \ \ \ \ \ \ \ " " / — — — — — — — — — — _ _ _ 11.1 ) \`----_--' / , /' , I // / /(/) / / / \ \ \ - \ I ► " \ \ \ \ \\ \- - _ \ \ \ \ \ \ \ 1 \ \ / / — --- — I _/ / , / / , / / /I / / / \ \ - \ \ \ \ \ \ - - - - -- - - \ \ \ \ \ ' / � \ 1-11 I /-- --, "/ 11 /// / / // / / / I / \ � \\ \ \ \ \ \ \ \ -- -__ -- "^ -- \ \ \ \ \ \ \ \ \ \ \ \ \_ _"" / / - -- \ I / "' /�" ,' , / / , / \ / \ \ \\ \ \\ \\ \ \ \ - -- _,__-____- I \ \\ \ \ \ \ \\ \ \/ // / / O "I " 555 / / / , / / / \ 1 I \ \ \ � \ \ \ \ \ \ — \ \ \ / " 11 / / /11 ' 110, 11 10, 11 11 "� " 11 " " " 11 -, " 11 " " , ) -I / In I'll I/ / I- - - - - - - - \ 1\ " 1"I \ \ \ \ \ \ \ \ \ - — - - - - - - - N ) - -, 1\ "I N, \ \ " \ \ \ \ \ ' / / / / I " ' " 11 , A " r \ \ \ I--- \ I � \ \ \ \ \ 11 '*Nl 11 1'\ \ 11 \ \1 \ \ \ 11 11 .11 I-- D 11\ 11 z , / ,' �60 / , / / / / --- \\ `\ \ \ \ \ \ \ \ --- _---- - \ \\ 1*1 \ \ \ \ \ \ \ S- - / NPR$ JOB NO. r , I- — N " — \ _ _ _ _ \ \ \ \ \ \ \ \ \ \ _ / / / SCALE 1 —30 ETLAND Ill ISTURBANCETOBE ' / , / _�' �� � `\ -\ -\ \ \\ \ \\\ \ \ \ \ — — \\ \ \11 \ \ "I 11 \ \ \ \ \\ \\ \ \ \ \\ \ \\ __" "" /// /" 0 30 60 SHEET C2 3 — — — — — — ` \ \ \ \ \ \ \ \ \ \ ERMITT NCETOB ,' // / ,/ , ---I \ - \ \\ \\ \ \ \ \\ \ \ \ \ — — __ — \ \\ \ \ \\ \ \ \ \ \\ \ \ \\\ \ \\\ "/ /� L ,Tx op-l� EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A REHABILITATION HOSPITAL AND ASSOCIATED PARKING, UTILITIES & LANDSCAPING. LIMITS OF CLEARING AND GRADING ARE 8.11 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY A FIRE RESCUE STATION AND VACANT LAND TO THE SOUTH. TO THE EAST, NORTH AND WEST THERE IS MOSTLY VACANT WOODED PROPERTY. EXISTING SITE CONDITIONS THE SITE WILL BE SUBDIVIDED FROM A PARCEL OWNED BY THE UNIVERSITY OF VIRGINIA FOUNDATION. THE FUTURE PARCEL IS MOSTLY WOODED AND VACANT. SITE ACCESS WILL BE PROVIDED BY A PROPOSED ROAD, TO THE EAST, BY OTHERS. OFF -SITE AREAS NONE. CRITICAL EROSION AREAS NO CRITICAL EROSION AREA EXIST. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS UNDERGROUND PIPES WILL BE USED TO CONVEY STORMWATER ONSITE. THIS SITE PLAN IS PART OF AN OVERALL DEVELOPMENT PLAN WHICH WILL UTILIZE A REGIONAL BMP TO TREAT STORMWATER RUNOFF FOR QUALITY AND QUANTITY. REFER TO DOCUMENT TITLED "STORMWATER MANAGEMENT / BMP ANALYSIS AND FLOODPLAN STUDY FOR THE UVA RESEARCH PARK" BY DEWBERRY & DAVIS, OCTOBER 1997. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET' AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. TEMPORARY SEDIMENT BASIN - 3.14 A TEMPORARY DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE IS TO BE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 6.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 7. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3: 1. FOR SLOPES GREATER THAN 3: 1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C3.3-C3.4) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. 3. CLEAR AND GRADE SEDIMENT TRAPS AND BASIN. 4. INSTALL STORMWATER STRUCTURES AND PIPES DOWNSTREAM OF SEDIMENT BASIN, PER SHEET C3.4. 5. INSTALL DIVERSION DIKES & INLET PROTECTION. 6. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 7. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C3.5-C3.6) 1. BEGIN ROUGH GRADING THE PROJECT AREA. INSTALL STORMWATER STRUCTURES AND PIPES TO DIVERT RUNOFF FROM THE "LOOP ROAD" TO THE SEDIMENT BASIN. INSTALL THE END SECTION AND OUTLET PROTECTION AS NOTED ON SHEETS C3.5-C3.6. SEE SHEETS C5.1, C5.2, C7.1 & C7.2 FOR STORM STRUCTURE DETAILS. 2. CONTINUE GRADING OPERATIONS TO ELIMINATE THE EXISTING DITCH AND ESTABLISH THE BUILDING PAD ELEVATION. 3. ADJUST ALL DIVERSION DITCHES AND SEDIMENT TRAPS AS NECESSARY TO PREVENT SILT/SEDIMENT FROM LEAVING THE SITE. 4. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE III (SEE SHEET C3.7-C3.8) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UP HILL FROM EACH SEDIMENT TRAP HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTOR, REMOVE THE SEDIMENT TRAP. 5. ONCE THE SITE UP HILL FROM THE SEDIMENT BASIN HAS BEEN STABILIZED AND APPROVED BY THE ESC INSPECTOR, THE SEDIMENT BASIN CAN BE CONVERTED TO THE DRY POND. REMOVE ALL SEDIMENT BUILD UP AND GRADE THE DRY POND PER THE FINAL GRADING PLAN. REPLACE THE RISER STRUCTURE PER THE FINAL GRADING PLAN. 6. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 7. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS- 19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. r--r Lie. No, 31371 02-14-202C rS' ,44 ONAL M E ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, N o GRADING, OR LAND DISTURBANCE. N Q o > E ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. a� LL,Lu ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS Q U o (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY o LL L ^ z z z EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT Of O ; W W W CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. a CO z 0 N ~ 000 ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND o 0 w U U U SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) o Z Z Z xLL- ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING o a Lu o O O O LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. X > O W W W < . - a a a ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. 0 N > OO OO OO ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL 00 J (D L W W ct� W ct� DEVICES IMMEDIATELY. SOILS INFORMATION: C/) D 0 47C - LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL = DRAINED, HYDROLOGIC SOIL GROUP: A o 47C - LOUISBURG SANDY LOAM, 15 TO 25 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: A w o) o� N ,y O 94B - WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL = Q DRAINED, HYDROLOGIC SOIL GROUP: B a N z o 94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL o cn DATE DRAINED, HYDROLOGIC SOIL GROUP: B D 0 ►7 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N/A Z Lu 1 rV^/ V 1 Q G O U z Lu \Q Q w 0 cz U) w 0 z Q J 0 H z 0 z Lu0 U wz m w J Q 0 w V) C6 z O O w L_ JOB NO. 43266 SHEET NO C3.0 TABLE 3.31-13 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS A PIPE OUTLET CONDITIONS A "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 ado do PIPE OUTLET TO FLAT CEREAL (WINTER) RYE W (SECALE CEREALE) AREA WITH NO DEFINED CHANNEL FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 in (LOLIUM MULTI-FLORUM) PI nnl vlFlni La —_ 0 SECTION:d M2 • •RECOMMEND CLOTHFOR ENTIRE PERIMETER SECTION ULUIH 3do(MIN.) IPE OUTLET TO ✓ELL DEFINED HANNEL :d [ ►"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. 3.18-1 OP OUTLET PROTECTION No Scale TOE REQUIREMENTS FOR BANK STABILIZATION FILTER CLOTH UNDERLINER (PREFERRED) 11; MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TS 3.31 GRAVEL FILTER 12 RUNOFF WATER WIRE MESH TEMPORARY SEEDING PLANT MATERIALS FILTERED WATER ' ° a� No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA R TOTAL LBS. PER ACRE MINIMUM CARE LAWN SEDIMENT COMMERCIAL OR RESIDENTIAL 175-200 LBS. CONCRETE - GUTTER KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% 12" CURB INLET IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. GENERAL SLOPE (3:1 OR LESS) SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT KENTUCKY 31 FESCUE 12H LBS. CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND RED TOP GRASS 2 LBS. UNPROTECTED AREAS. SEASONAL NURSE CROP 20 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) 150 LBS. 1 P 3.07- 6 KENTUCKY 31 FESCUE 108 LBS. STORMWATER INLET PROTECTION RED TOP GRASS 2 LBS. SEASONAL NURSE CROP " 20 LBS. No Scale CROWNVETCH " 20 LBS. TEMPORARY RIGHT-OF-WAY DIVERSIONS 150 LBS * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE VDOT #1 COARSE 18" MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AGGREGA MIN - AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE - " SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL - OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED 6 MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE MINIMUM ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER TYPICAL GRAVEL STRUCTURE SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PS 3.32 18" COMPACTED SOIL _ _ �- — PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale MIN. — �--�UU ��� — — U U 000 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION 6' FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, MINIMUM GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST TYPICAL EARTHEN STRUCTURE 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE TP FENCE AS A TREE PROTECTION FENCE. RWD NO SCALE 3.38 TREE PROTECTION TEMPORARY RIGHT-OF-WAY DIVERSION No Scale No Scale FRAME WOOD SILT FENCE DROP INLET PROTECTION DROPEINLET WITH 2 ACRES OR LESS OF DRAINAGE AREA: FRAME 1.5' -� MAXI 1 T till NOTE: ALL TREES IN A TREE PROTECTION AREA SEE CIVIL DRAWINGS FOR LOCATION OF OR ISOLATED SPECIMENS THAT ARE NOT TREE PROTECTION FENCING. SPECIFICALLY SHOWN TO BE REMOVED ARE TO BE SAVED. ANY EXCAVATION OR TEMPORARY, PARTIAL RELOCATIONS OF TRENCHING WHICH IMPACTS THE ROOT ENCLOSURE WILL BE ALLOWED TO SYSTEM OR CROWN BRANCHING OF ACCOMMODATE CONSTRUCTION TREE(S) NEEDS TO BE CARRIED OUT NECESSARY WITHIN DRIPLINE. AS WORK FOLLOWING THE GUIDELINES OF THE TREE WITHIN DRIPLINE CONCLUDES, PRESERVATION SPECIFICATIONS. THE ENCLOSURES SHALL BE REPLACED 18" SERVICES OF A CERTIFIED ARBORIST BEYOND EXTENT OF DRIPLINE. SHALL BE REQUIRED. TREE PROTECTION FENCE: 8'-0" HT CHAINLINK (2" MESH, 11 GA. FABRIC) CONSTRUCTION FENCE PANELS SET ON GRADE SECURED BY MEANS OF CONCRETE BASES. TREE PROTECTION FENCE SHALL NOT BE SECURED BY PENETRATING THE EXISTING GRADE. MODIFIED TP (3F) TREE PROTECTION No Scale CWD DD 4.5' MIN. O 3.09 TEMPORARY DIVERSION DIKE No Scale 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' FLOW I � 4„ 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 3' FLOW I MAX. A L��� A A II POINTS A SHOULD BE HIGHER THAN POINT B. SF DRAINAGEWAY INSTALLATION 3.05-2 (FRONT ELEVATION) N/A SILT FENCE (W/O WIRE SUPPORT) No Scale 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. POSTS. wi 6' MAX � l II 1 -IIII ��=111111" FLOW ,111- _illliiilllllli; 4". 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. 11r,—E 70' MIN. 5:1 EXISTING A 3' PAVEMENT FILTER 6" M A MOUNTABLE BERM CLOTH (OPTIONAL) EXISTING GROUND SIDE ELEVATION 70' MIN. WASHRACK0' MIN. B OPTIONAL 10 12' MIN.* MIN. VDOT #1 COARSE AGGREGATE B I POSITIVE F0. MIN. MUST EXTEND FULL WIDTH OF DRAINAGE TO INGRESS AND EGRESS OPERATION SEDIMENT TRAPPING DEVICE PLAN VIEW 12' MIN. 3" MIN. III -III _ 3" MIN. FILTER CLOTH SECTION A -A 6-7" CE REINFORCED CONCRETE DRAIN SPACE E SECTION B-B STONE CONSTRUCTION ENTRANCE No Scale EXISTING PAVEMENT ,Yx op-� I--r Lie. No, 31371 02-14-20120 r'SIONAL M E O � v N � N C > E w E ~ Lu U 3 Q �! 3 w o w 0 L w O coi C� LY L M Qa J U 00 w J — u1 H p N C7W N� 3X rn v7 0 O � � oa ="t V7 _ N = U � � Q . C Ln rn O N � M a � oo J �I �I W LLI LLI O a O O O w 0 OO OO OO O > Lu Lu Lu w c� cl� O UJ ti NO DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N/A JOB NO. 43266 SHEET NO. C3.1 �a 50 -0Q� 2 0 m cn �z mO f2 0g c T � m o c m m C a m C� 3 Z N O m 2 Q �x o w 0 0 0 o .3 a 0 m c U Y .N � o X m .O O U E �N m c N O m E� U m m �U 7; O w o 0 m U a O N m c N O C U @ O o_ w. (D -aCha) L_ Sediment Trap design drainage area (acres) (<3) 0.67 11' VARweK trap volumes: ORIGINAL CREST OF STONE WEIRAWSLE elevation (ft) area (sf) volume(cy) GROUND 574 213 ELEV. 575 345 10.3 DRY STORAGE VARIABLE• 576 503 15.7 577 686 22.0 578 894 29.3 WET STORAGE 4' MAX. 579 1128 37.4 (EXCAVATED) FLIER CLOTH \ ORIGINAL 114.8 1 GROUND ELEV, -SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP wet storage: wet storage required (cy) (67*DA) 44.9 bottom of stone weir (ft) 577.0 wet storage provided at this elevation (cy) 48.1 **coarse aggregate shall be VDOT #3, #357 of #5 slope of wet storage sides 2:1 weir length (ft) (6xDA) 4.0 dry storage: bottom of trap elevation (ft) 574 dry storage required (cy) (67*DA) 44.9 bottom trap dimensions: 18X12 crest of stone weir 579.0 top of dam elevation (ft) 580 dry storage provided at this elevation (cy) 66.7 top width of dam (ft) 3 slope of dry storage sides 2:1 top trap dimensions 40X36 SEDIMENT TRAP #1 No Scale Sediment Trap design drainage area (acres) (<3) 0.65 ,' VARwaLE trap volumes: ORIGINAL CREST OF STONE WEIR*M-AX. elevation(ft) area (sf) volume(cy) GROUND 492.71566 ELEV.565 735.16 22.7 DRY STORAGE N VARIABLE567 1002.73 32.2 568 1295.44 42.6 569 1613.28 53.9 WET STORAGE (EXCAVATED) FLIER CLOTH ORIGINAL 151.3 OUND 1 G ELELE7V. •SEE PLATE 3.13-1 COARSE AGGREGATE" CLASS I RIPRA.P wet storage: wet storage required (cy) (67*DA) 43.6 bottom of stone weir (ft) 567.0 wet storage provided at this elevation (cy) 54.9 **coarse aggregate shall be VDOT #3, #357 of #5 slope of wet storage sides 2:1 weir length (ft) (6xDA) 3.9 dry storage: bottom of trap elevation (ft) 565 dry storage required (cy) (67*DA) 43.6 bottom trap dimensions: 50x10 crest of stone weir 569.0 top of dam elevation (ft) 570 dry storage provided at this elevation (cy) 96.4 top width of dam (ft) 2.5 slope of dry storage sides 2:1 top trap dimensions 66x26 SEDIMENT TRAP #2 No Scale Sediment Basin design drainage area (acres) 9.3 basin volumes: DESIGN HIGH WATER elevation (ft) contour area (sf) volume(cy) (25-YR. STORM ELEV.) MIN. 2.f 0 527 5404 o.s' MIN. T.o• MIN. 0 528 6369 218.0 6DRY 528.5 6873.93 122.E ' Y STORAGE 529 7392 254.8 RISER CREST 530 8470 293.7 87 C.Y. AC. ' 'IV ' sro�cE DEWATERING DEVICE 531 9606 334.7 532 10798 377.9 SEDIMENT CLEANOUT POINT 533 12046 423.0 534 13351 470.3 534.2 13619 99.9 535 14712 419.7 536 16131 571.2 537 17605 624.7 538 19136 680.4 539 20724 738.1 540 22368 798.0 wet storage: wet storage required (cy) (67*DA) 623.1 design high water 533.9 dewatering orifice elevation (ft) 530.0 top of dam (ft) 540.0 wet storage provided at this elevation (cy) 889.2 top width of dam (ft) 8.0 required volume before cleanout (cy) (33*DA) 306.9 bottom of basin (ft) 527.0 available volume before cleanout (cy) 340.6 approx. bottom dimensions: 50'x124' cleanout elevation (ft) 528.5 upstream face slope: 3:1 distance from cleanout to orifice (ft) (> 1') 1.5 downstream face slope: 3:1 dry storage: dry storage required (cy) (67*DA) 623.1 baffles: NO principle spillway crest (ft) 534.2 length of flow, L (ft) 0 dry storage provided at this elevation (cy) 1705.8 effective width, We (ft) 0 diameter of dewatering orifice (in) 3.0 L / We (baffles required if > 2) 0.0 diameter of flexible tubing (in) (orifice+2") 5.0 collars: NO runoff. (see Routing in calc. book) depth of water at spillway crest (ft) 0 C (use 0.45 for bare earth) 0.45 slope of upstream face (Z 1) 0 tc (min) 19.8 slope of barrel (Sb) 0 1 2yr 2.9 Q 2yr 11.9 length of barrel in saturated zone (Ls) 0 1 25yr 4.8 Q 25yr 20.1 number collars required 0 dimension of collars 0 principle spillway: available head (ft) 6.1 emergency spillway: NO diameter riser (in) 60 bottom width (ft) 0 diameter trash rack (in) 60 slope of exist channel (ft/ft) 0 barrel length (ft) 435 length of exit channel (ft) 0 diameter of barrel (in) 21 crest of spillway (ft) 0 barrel inv. in elevation (ft) 521 barrel inv. out elevation (ft) 485 SEDIMENT BASIN (PHASE 1 No Scale (H) (a) ,Yx op`� F-f Lie. No, 31371 02-14-2020 lwS-1ONAL � M E O O � v N � N � > E LUG' E +� ~ U 3 < LL o 0 LL L LU o cO CY LU L M <<JUOo wJ-Ln Hi C 7 LU N � 0 3x Ln 0< LL ="t U)= = CN U � LLr) < - CLn O N O) � >- M L1 � CO J 1p � U) 0 iD M 0 0 w w U a z 0 0 (A Z 0 FM �I �I LU LU LU 0 a O O co w > > > 0 000 O o00 w W W W 0 Uj �a DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N/A J Q I --I V 1 U0 O = a z w O H� 06 LU 0 z m < J IJJ � Z!o w 0 _ J U Jwz m W J a W i '/^•� w 'V l U) V 1 016 Q z 0 O U 0 z w W \Q D JOB NO. 43266 SHEET NO. C3.2 �a 00 -0 Q� o Ur CU) 2 Z 0)0 f2 og C - T � @ O �U) m C a 0' C� 3 Z N 0� �Q � x o w 0 Qw o .3 0.m � Y fn � 7 N X _ O O O U L i �N M 0 0 E 0 � U � m �U 7; 0 O 0 .o N U a 2 O N O O N O C U @ O o_ w. o-a L EROSION CONTROL LEGEND / /' / /' ' /' ,' ,' '' ,'% /'/'' ' /'/ ',''/'/ ' i — — — — — JI _ \ // / —_— "_ '' '' , �' / /��' ' // /� �/ ' '` — — — �,' _ _ — — — — LIMITS OF CLEARING AND GRADING - / / / ' ' / / / / / ' ' / / ' / / / / _ _ _ _ _ _ _ - - _ _ - - ' , , - _ _ ' �� / ' / / / / /, , / , /, / 1 / - - - - ' �� %] DRAINAGE DIVIDE -530-- SOIL AREA DIVIDE - / / r _J SAF SAF SAFETY FENCE 3.01 / / / ' / / / / / / / / / / / / / / / / / �' / ,'/' / / i _ - _ _ 550' _ - _ - , _ _ - / , r;e. No, 31371 F--r �545;'-_--- ----- / ��` / i Y- _, - _ 02-14-2020 CE CONSTRUCTION ENTRANCE 3.02 _'(PRE§Elf V.EDr ', - / / 1 /" / / / / / / / / / / / / / / ' /i ''i' /—IONAL SF SILT FENCE 3.05 ' /' / ' / / /' ' / I00000/ / / // / / / / / �' ���� �/ �/ s �� / ��— —\ 1 �`\` _� _r I 1 �' ' — --__ /^r/ / / ��' — ' ///i' /i'_/— SSF SUPER SILT FENCE 3.05 , / / y / / , / / / / / / / %// / , -! _ - , \ O ' // '/ / /,'/ / / / // / //ice'/' i� ——————— --------\\ �`rL// // 54oi/ — of IP INLET PROTECTION 3.07 , //{'- I - - -- - ---- - ----_ _-------___ \ \\\\�\ \ \ \ Qo CO Lu CIP ® CULVERT INLET PROTECTION 3.08 / / // \ / / / , /' // ' le'/' /'!' - ` ,' h / / / \ \ ` \ WETLANDS ^ \ \\ / I , / , ~ uw �, DD DIVERSION DIKE 3.09 ' ' ' / () \ - _ - _ ` 4 /Lu 0 O / ,' / / / / 6 �y / / �� - -� - - - - �0 STREAM&UFFER\ \ \ �\ ` �'`\ ��� \ \ \ \ \ / / / ' I / / ,' / _jDID _j c� uo z / / / / / / / / / 1 \ \ y / / / H ST SEDIMENT TRAP 3.13 / /' / / /' / �/ / ������// / / /\` - - _ �\ \\ \ \\\\\ \ \ \SOIL\TS�E:\\\ \ ��y�`�/ // // / / ��CD oN a 000 Lu SEDIMENT BASIN 3.14 ' /' / ~� ' /' �'r ' ' /' ''/'/ y �' - - - SEDIMENT TRAP #2 \ \ \ \ \ \ \ \ \ s \ - - - , / / ' / / \ O a cn j j j / / / / / U Lu -V - - - PHASE 1 DRAINAGE AREA = 0.65 AC \ \ \ \ \ \ \ \ o \ \ \ \ \ - _ \ \ \ \ / / , �� / C2 w 6 w o O O O -- / �� OQ UUU SPRIWG V�%, _ - PHASE 2 DRAINAGE AREA = 0.65 AC \ - \ ` \ \ \ ` , \ \ \ / / ' / 5� ' - �, x = N z / , - �qO STR�AM\BUFFEI� \ \ ` / 6 OP -- - \ \ \ \ \ / OUTLET PROTECTION 3.18 �/ CL y �' TOTAL STORAGE REQUIRED: 87 CY \ \ \ \ \ \ \ \ \ / / ' / ' ' / \ 1 = U Q utOi W W W TOTAL STORAGE PROVIDED: 151 CY \ \ \ \ \ \ \ \ \ ` \ ` \ \ \ ��' / / / / TP ,'I I ~ rn Q Q Q / \ \ \ \ y� ! r / / / / / / / / Lu _ \ \ \ \ / ARE �ENGE / y y y z y f� I \ �L \ \ �, > / � � / � � � � � � ��� �, y / y _ _ , \ \ TOP OF DAM ELEVATION: 570.00 / \ \ \ \�\ \ ; o � � � � RR RIPRAP 3.19�� 5' / , d, y , y y/ EMERGENCY SPILLWAY ^\ \ � \ \ \ ` \ \ \ \ i — / / I / / \I °) LU Li i Lu Lu CD CHECK DAM 3.20 ' / �' / /' /' / /�� /J'- CLASS Al RIPRAP - GS �\ \ I \ \ \\ \ \ \\ \ \ \ \ \ \ 1 / / / TP SIF TS WyE'%LANdS -a� _ - ' / \ \ _ _ _ - T P \ \ \ / \ X ` / / / / , ,�I / , / 66 0c O TEMPORARY SEEDING 3.31 / / / _ / _ _ _ \ \ \ \ \ \ \ \ 1 \ I / , / / / 6 D .V y yam'' — 665 , , - _ _ \ \ \ , \ \ \ \ \ \ \ \ \ 1 / \ \ �L / / / r / o y y — \ / PERMANENT SEEDING 3.32 / / / / - - - \ \ \ \ \ \ \ / , , , / MU MULCHING 3.35 /' / / �' \ _ _ _ // // / 56 ST2 \ /' / CID TREE PRESERVATION FENCE 3.38 / ' /- _ `SOIL -TYPE: / _ _ TP 1 1 \ \ \ \ \ \ I \ ��` / / i = DC DUST CONTROL 3.39 5 TOTAL LIMITS OF , -= _ - _= = f / \ \ \ " " - - _ \ \ \ \ \ \ \ \ \ \ I I .� .� \.� / / , i / 6611 o DISTURBANCE = 8.11 ACRES _ _ - _ / 'S� ( \ \ \ \ ` \ _ _ _ _ _ ` \ \ \ \ \ \ \ \ \ \\ \ 1 I I I cro .v / DATE \ \ \ \ \f \ \ \ I I 4, � / / AREAS STEEPER THAN 3:1 TO BE _ _ - - _ _ '; - ' _ _ -_ _ _ _ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I 1 1 I 1 \ / / / / / , r I, r / D 51612019 B/M STABILIZED WITH STABILIZATION 3.36`,\ J ' __- BLANKET _ _ _ -�'� _ _ _ _ _ _ , _ _ \ _ DID \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ 1 1 I I 1 1 1 , \ \ ' / / / / / / , r/ / DRAWN BY - -_-- __-_ -� �� \ \ \ \ \ \ \ \ - _ ; ___ _ \ \ ` \ \ 'WIRE FENCE 1 1 _ - _ _�.� \ \ \ \ \ \ _ -S�p \ \ \ \ \ 1 \ \ 1 1 1 \ \ / / / ' / i / / II / �/ �Z. DAHL * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER - _ __�` \\1 \\I \ \\ \\ \ \\ �\ _CID 1 1 \ / !// / // // / / / / /' DESIGNED BY /' /'i / /�� �590 �� _ \\\1 I \ \\ `\ \ �\ t\ \\ \� \ \ \ \ \\ 1 11 11 1 I I I\` - - - _ '' /' / / ' // // /� / • SEDIMENT TRAP #1 / / -_ _ _ - _ - -♦-,_- _ - : 1 I I I III I \ \ \ I \ \ \ 1 I I I I ► - / , / / /' / I / / I • PHASE 1 DRAINAGE AREA = 0.64 AC / / ' /' i ' ` A. ALLISON - �' / '/ '' '� ' i - - _ O I I I I I I I I I \ \ \ ' PHASE 2 DRAINAGE AREA - 0.64 AC / / //// - - - - - - _ - - _BR,E/ r / J 1 \ \ - , \ I / / I • CHECKED BY TOTAL STORAGE REQUIRED: 89.8 Cy /ll / , // / / SF _ _ _ _ _ _- - ' ^ DISZIQE%_ / /�b / ` \ - , \ I I / , - / / / / / TS \ \ \ \ \ I I I I ► I I I I - / / • 1. HASH TOTAL STORAGE PROVIDED: 114.80 CY . / / / // // // / / // �/ " , �►\ / ; _ - _ \ \ \ 1 I I I I I I I y ,' / �' �' / / / ` / I '/, ',// ' / ► j ' / �/—��_— �lI �\ \ \ —\ \ \ � �► I I I I I I I 1 1' � V /' 6(� • SCALE TOP OF DAM ELEVATION: 580.00 / / \ \ \ \ DC \ \ I I l \ \ J l I DC 1 1 / / `�1� �/ / /II I ///�/,//, / ♦f- ' cnTS / / / I III I I I /'// ' ♦ _ � / , /, /'i/ \ ` \ ` ` \\ \ - \ \ \ / I 1 1 � I I 1 � / /' 66 /' ' /' ' / /' r , / l♦ � � / / \ \ \ \ S l l 1 / I � \ / \ \ \ \ \ - - - - - - - \ \ X 1 / I 1 1 / / / / �- / \ AINAG'E 1 I z / EMERGENCY SPILLWAY \ \ _ � � � - _ � / \ \ SF TP\-- _ _ \ \ s CLASS Al RIPRAP Lu _ \ `\ \ \ I o\ \ \ \ \ \ \ \ \ \ \ \ II 11 I 1 / I EITLIANDS �'' /'' 000010 1 II 1 II I I II I y � SF �_ I --I 1 tv \ /My..,OUT 1,57 RC�\ \ j --`\\1I IIIIII Il'/ / / ' / / / OIL ICE`:��S!T�l \ \ DRAINAGE ��' \\ \ \ELEV-570.7\7\ `�� \__ - - \ \ \ 1 I 1 1 I I 1 I �Okf) I DIVIDE � --- _ Lu SF ��' I / i �� �' , ' , �'- - �' /� 4e el— /LLI z/ - •570 O DC I I I 1 1 I 1 1 \ \ 1\ ✓ / // �' / // // / // // L�� / / ��\� AN TS // / I ME.pINE� I 1yy _ _ _ _ ' ' � �� i � � =� /� // I // ' � `\\ \\ \ \\ \ `\\ \\ `\ \ \\\ \ 1 i I I I I 1 i II ► I 1 11 \I \\ \I \I �, �, /I / ,/ ,/ ,/ ,/ ,' ,/ / ` � �\ \ \\ \ X�>,`1 I I I II I I 1 1 I I I I 1 I y / / /l l / / / /' / r / � I /NK IN 15 „)R.FP ` \ I I I I V I I 1 ' r / I Q O /' / \\\ELEV�80\.80,\�\ I /> DID 4- 1 1 I I vELAD L ri -4jf90- \ \ \ 1:18s� \ \ \ l l I I I I I I / D TT \ I I / / / / / / 1 z Z / / / / / _ ` l I I WIRE FENCE I I I/ I I I I Lu oOSOIL �YPE: i ! _ - / / CONTRACTOR TO PLACE CE ALONG EXISTING GRAVEL ROAD. \ \ \ ` \ /' 94B / / / / / / I 1 I 1 I 1 I I I I I , / / I I I r / / / $�S Lu U \ ' / / / ♦ _ _ _ / SITE TO BE ACCESSED NORTH OF THE FIRE STATION AHILE \ \ \� / ' / / I I l I I I I I I / / / / I I I , J ` / ► /' / _ i _ - - /' CONSTRUCTION BEGINS ON THE "UVA RESEARCH PARK LOOP \ \ \ /' / / / / I 1 1 I ► I 1 I I I I I / / / / I I J , / I I = Q z / � �f - _ _ _ / ROAD" PROJECT. CONTRACTOR TO RELOCATE CE FOLLOWkJG \ \ / / / / / / ► I 1 1 I 1 I I I / / , , , / ,' / / I' - - - - - _ _ Lu \ \ \ \ \ � / / � ♦ , - _ _ - SUBSTANTIAL COMPLETION OF GRADING ACTIVITIES FOR THE , � / , , / / 1 I � 1 1 1 � � � , r / , / � m ` \ Lu ♦' 000000 _ _ _ _ _ _ _ _ _ _ - - _ _ _ - _ _ /' "UVA RESEARCH PARK LOOP ROAD" AND COORDINATE WI* � / , / l l / I 1 I / / / / , / / / / I \ \ \ SF \ \ It L - - - _ - - - - UVA FOUNDATION ACCORDINGLY ON TIMING AND ACQESS / \ \ CE ' / / / / // // l l / 1 I 1 I I / ' / i / i �' _ _ _41 Q Q ~ U------- - - - _ N2/'1825"E 6 ,/ / \` / / / , ' // / l l I I I I ' ' / / ' / w \ 586- _ Lu __-_ _ _ - �` _/mil I I I / /'_ 4 582 SF — — -585 _ - - - - - _ DC TS / // /) / SF //�- 1�' / // I� / // I 1 I - �'' /' �- �' // ,' // / // / / /' _ > - - - \\ SIF/ / T/ 1 1 1 ,' I 566-' DC \ r\--- ''-------- �_ __-------------------- / / rS)F l , �/ / / 568�/ — ° a — o ROAD IMPROVEMENT BY = _ — — _ ° • /e • �• •� A14.. w \ +' _ _ _ _ - OTHERS. SEE DRAWINGS _ _ _- — — — -— 'L — �- \ 'I II i — -- — \�\ "— —f —f -� — w — �, , w — TITLED "UVA RESEARCH - - - - - - - - -� - _ - - - S - - - SAN - --_ s SAN SAN / / AN / / /- / • .° .\° ~'80' PARK LOOP ROAD" - — w - - - - - - - - - w _ - - — \�-n l I I s/, IP W r W ~ aft 57 IP \ ` 57 _ _ .- _ - \ IP -575- J \ -5t� I — — ftft fto = \ \ _ ` — — — — _ _ _ — / / / / ' / / NPR JOB NO. 7�j 1 ' 43266 \\ STORM INLET WIG SCALE1"=30'\ / 2.5'X2.5' l NOR\ I \ \ \\ `� I I / SHEET NO . TOPELEV-572.56 s' `'' )- �: � 580 30' 60' C3.3INVOUT=569.16'18"RCP \ ♦ �a 5o -0Q� o (D CU) z mO f2 02 C T � m O E_ C N m c a o Z N O m 2 Q 2 x H m a� ow (D_ 0 Qw 0.3 > r Y N� =N X m o U U L 2 m 0 m o �o E� UC m m .0 o V) o 0 m U a c N m 0 0 C U m Q O (� L 0 Q T Q 2 M O N O N V N - 0 a; 0 a 11 / / / / / / / / / / I III / / / — — __---- _-- —------_ --- —__— — \ — \ \\ 1` \\\ — \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / // / / / / I / / / / —_ — �- — \ \ \ \ \ \ \ 1 \ \ \ \\ \ \ \-- \ \ \ \ \ / / / / / / / / / / // /////// /// / // /I // // / / // \ / /� ----- ---- --------- — — / — — _— --\\ \ \\ \\ \\\\\\\`\ \\\\ \ 1\ \ \\ \ \ \ \\ \ \\`\\\\ \ \\\\ \\ \ —� \ \ Li P l / l / / l l �/ / // /I I/ / ' _ _ _ _ — -/ _ - -� -� - \ \ T O / / / / / / / / / 1 / / / // _ _ _ / — \ 1 _ — — \ \\ \ - \ \\ \ \ \ \ \ \ \ \ 11 / 1 / / / \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ I I / / l I / / / , / / / / / / / r / / 11 - _ - -- _ - _ _ - - - - - - - - / - - - - - - - - - - - - _ - _ - - - - - - -\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ I / / / , / / / / / , / / / / / / / / / //// / / -- — — — — — _ — — — — — _— — — -- — \ \ \ \\ -, \ \ \\ \ �\ - � \ \ \ \ ` \ \ \ \ \ \ \ \11 1 / I I / / / / / / / / / / / / / � _ _ - - - - - - - - ' - - - - - - - _ - - - \ \ \ \\ \ \ \ I / I I I / r , / / / / / /, r // / / -- _------- _-_ ------ _ ___- � --\\ \\ \ \ \\\\\ \\ `\ \ \\ \ \ \--- \ \\\\- \ \\ \\ \\AS I I ' I I I l I ( I ////�/'/////'////'''///'//' ///�//// /ice /' /�—----_�i--`-—i ___ -----_—\—\-\\-\\\ \\\\\\\\\\\\\ �\ ——___—_\\ \_\\\ 11 \ \\\ �-, l�e \ / I I I \ 7 I I I 1 / / / / '/// /// / / /'// / / // ' / / %/ /''/ / /' / ______--------- --_--- ---------__ -- — \ \ \ \ \ \ \\ \ \ \ \ \ \ \\ '—_—_--- —\ \ \ \ \ \ ` \ \\_ // I t I I � / / / // / / / / / / / // // ' /� ------------------- _-_---- - ---_- - \ \ \ \ \ \ \ \ \ \ \\ \ \ \ --\ \ / / _ -\ - - -- - \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ - I / / / / , , / / / / /t � /- \ \ \ \ \ \ \ \ \ \ \ \ \ - \ \ \ \ \ \ \ \ -- - - - - - _ \ 02-14-2020 \ I I / \ I I I I 1 /l I / /, ' // / / , , , / / / / / //// // /\ /�/ / ///�'�— — —_ — — —— � — --- \ ----- — \ \ \ \ \ \ \ , \ \ \ \, \ \ _�/ — \ \ \\ \ -- (� I , /// / /// / / / / / // / / / // / " ---- ----- — _ --- --_ \ \ \\ \ \\ \ \\N, \ \ \ \ RR o I \ I \ \ \ 1 . I I I I I I I I I // // // , / // / / / ///�/ /t /�/ ///�/ �,- /'// / ,--- ---_ --\ \ — -----_ -- \ \\ \ \\ \ \ \ \ ` \ \ EDGE OF STREAM. CONTRACTOR SHALL NOT \\ \ - \\ \\ \ --- I \ \ \ \ I I I I I I II I III // //// / / // // / / // ///// // / --,',,I',- / �'/'/ / -------- - - ---- ---- -- \ — -- — � — --_ \ - \ \ \ \ \ _ \ \ - \ \ --- - ION L \ I 1 \ \ M I I I I I �I / / , / / / / , / / / / / _ _ - - - - - - _ - - - - - - - - - - - - - - - _ — \ \ \ \ \ \ \ \ \ \ _ - 1 I I I / / / / / // / / / / // / / / / - - - - _ \ \ \ \ \ \ \ \ \ _ \ \\ \ \ - NA I I \ I 1 1 \ I I I I I I I I I I I I I I I i/ ' ' / '/ / / / / / / / / ' / / / / // / — — — - _ _ _ - _ _ _ - - - - - -""�\ \ \ \ \\ \ \ \ - \ \ \ IMPACT EXISTING STREAM. REFER TO \ U I I I \ / / / / / / / , / ' ' - - - - - - - _ - \ \ \ \ \ \ \ \ WETLAND PERMIT DOCUMENTS LOCATED IN ' \ _ / \ - \ - I I I \ I I I I \ \ \ I I I / / l / / // ^-/ / / / / / , / / / ,------- - ---- - -\ \ \ \ \ \\ \ 1 \ - 1 1 \ I , \ I I IIII I I I / / / / � / � / / / / / / , / / � _ _ _ _ _ _ _ \ � , - _ _ - - - _ _ \ \ \ \ \ \\ \ \ � THE SWPPP BINDER FOR ALL REQUIREMENTS � \ \ \ I 1 \ 1 I I I I I I I I IIII I I /I 1 / I I / / / I // / / / / ' ' ' / '/ / �/'- - -_ -- --- � '--- ----- - \ -\ \ \ \ ` \ ` \ \\ ` . \� \ I \\\ \ -- I I I I I / / / / / / / / / / / / / / / / /, - - _ - - _ - _ _ _ - - - - \ \ \ \ \ \ \ \ _ 1 \ \ \ \ \ \ \ \ \ 1 / / \ \ \ rn I I I I I I / / / // / / , / / / - --- - I \ I � I I I I I I I I I I // / / / - - \_- - � — � - - \\ - \ ` \\ N. \ ` ` � / \ / 1 \ � I I 1 �\\ \\ SF \\1\\ ~ � o I I \ I III III 1 / I � / / '� / / , / / ' r' - - _ - \ \ \ \ \ \ 1 � \ I 1 ` 11 \ 10 I \ I I I I I I I I I I 1 I l l / / /i/ ' / /, / //// / - II I \\ \ � W � I � III I/ // _ - -_ -— I I 1 __ N 11 I II 1 1 1\ \\ 1 I "t I I I I II II II I�III�III I11 I l l / / /// ��'/ /' / 'I/ / / /,'/ ' � /''/"� ----- - — --- � \\ \ \ \ \ \ \\ \ \ ` 1 I ` \ I l ��II I I I II \\\\ �`\ \\ I \\\ _� _ Nc I \ I I W I I II I I III I11 II / / / / l /// / / /, / / / /// , // \ \ - - - - - - � \ \\ \ \\ � \ I \l \ \ `\\\ \ \ \ \ TP \ \�/, \\ >E I I I I I l 1 / l / // / / , / / / / / \ \ \ \ \ \ 1 1 \ \ \ \ 1 \\ / > o I I \ \ \ \ I I I I I / / / / / / / / / - _ _ - \ I � \ \ \ \ 1 \ \ OP 1 \\ i \ I I \ \ 1 = I I I I I I I I I I 1 / l l I / / / / // /// / / , / , / / / /, / ` \- -- - - \ \ \ I \ - \ \ \ I \ \ \ \ \ \ \ O E I I \ \ I I I I I II I I// 11 / 1 / / / /// //' / / '/'� ' / ' � / / / / _----- % -___-_ \ \ \ \ I I I I \ \ 1 \ \ 1 I I 1 \ \ \ \\ \�\ w °' , \ \ 1 I I I I / - \ \ 1 - \ I I \ 100 \ \ > \ \ I I I I I I I /// / / / / / / - - � I \ \ \ I \ \ \ I \ I \ \ I \ \ \ 1 \ \ \ `�\ _ _ w 3 I III / /// / / / -1 / / / / - \ \ I I I I I I I I I I III I 1 / / ,/ / / / / / / / --_ _ \ \ \ \ \ �_ \ 1 I I 1 I I -\ \ \ _-_ c� a� 1\ \ \\ \ \ \ I I I I I I III I I IIII 11I I I / // /// ' / / ' / /ll'/// / / ' / l / / -----_ - -\ -- -I \ \ \ \ I 1 \ 1 1 I I I I I I \ \ \ \ \ \\ -- LL o I- I- I- \ I W I I III I I / / / // // / / / % I / / _ ` \ \ \ \ \ \I \ \\ \\ ( i 1 I I I I I I I / 101 \ \ � \ - o L Z Z Z I III I I I / / / / l /i/ / / / / I I � -\�1, \ \ \ \ \ \ 1 1 I I I I I I I I I I I II I I / / / //j / / / c / / / I --- - \ \ \ \ I I 1_ 1 I I 1 I - \ \ \ LL- I I - - _ - - - \ \ \ \ \ \ \ - \ 1 I 1 I I I I I \ \ \\ bLASS 1I D1w. \ RAP\\ Q W U m z Z Z Z \ \ I I I I III I I I I I I I I 1 I / // \ .,/// / / ' / / �' / / / / / / I I I I I /' - - \ \ \ \ \ - \ \ \ / / / \ \ 1 I I I I / / \ LuLu M \ 1 I I I I I I I I I // / / /00 \ \ \ \ \ \ 1 I I I I I I III I I I I 1111II I I I I I I / // /// /' / / / /' /' // / / /' / / I / / / ---_- --- \-- - \ `\ \ \ \ \\ `\ \ I � - \ I 1 \ \ I I I I I I I I i \\ N. \ \- wJ—ui O Z Z Z I ��\ I I I / - \ 1 / I \ I I I S F 103 -_ \ V1 I )� 5`25 \ Lu" O rn � O O O \ I I I I I 1 / // \ / / / / / / , / , - - - - - - - - - \ I - \ \ IDTH,2 =123�/ \ ui �I a I � \ \ 1 I I I I I I I 1 11 I II I I I I I I I I I � / / / / - \I'l\ \ \ \ \ 1 \ \ \ I I I I \ \ � a ON F- 1 11\II11 II ( / / / / / / / / / / / _ - \ \ \ \ \ \ \ \ \ \ I \ I ) I I I /\ ---- � \ \ LL \ C7u� \ I I I 1 1 1I I I I I 1 / / / - -- \ \ I / _ - \ \ I \ \ I I I I I I \ \ I /� / / / / / / \ \ \ � I I Q \ 1 I I' I 1 I I I\I III II I I 11 /� _-/' ,'' / /' '' / /' '' / '',' '1 _ -- - -\ \\\ \ \ \ \ \ I i 1- \ 1 I l / 1 / // / !I I I I I I I I �O --_ -- \ \\ \` \\ D �TH\H �0 \ \ \ �p 3x U Z Z Z \ I I I I W I III I III I I 1 1 / / / \ \ \ I I I I I I I I I I I I I I III I I I I 1 / �/I / ' - - - / / ,' , / / / / / / / % / / / / / , //� — - - \ \ \ \ I / I 1 - - - - - -- - \ \ \ \ \ \ \ ` \ \ � w G p O O O Z / / / \ \ \ / ` I / / I I I \ Q -j < w 1 \ 11 I I \ I I I I I I I I I I I I IIII III 1 j11 II /j /' _,-' / / / / / , / / / / \ � � - \ \ \ \ \ \ \ \ \ 1 I �_1-0�--------- - \ \ \ I I 1 II I / / / / / / , / / , / / ' / // / / / / \ I - \- \ \ 1 I \ \ \ l / I 1 1 I l — - - - \\ \ \ \ \ \ \ \ \ \ oa cr UUU 1 \ I I I I I I I \ I I I III / I //' , / / - / / / / / / — \ ) \ \ \ 1 \ \ \ \ \ \ \ \ I I 1 \ \ � � — \ \ \ \ \ \ \ \ \ T 2 a) N Z \ 1 1 I 1 11 I Ill/ -- / / // , , / / / / / �� 5--_-- \ \ \ \ \ \ \ \ \ I \ \ \ _-------� - \ \ \ \ \ \ \ \ \ I I =v >Ln W W W I / / / / / / / / / / - \ \ I \ \ \ I 1 \ \ \ \ \ 1 Q I I I I I I 1 / I I I I I I I 1 I l 1 / - _ _ _ - - / / / / / / - - - _ \ \ , \ \I \ i /' I - ' _ - _ _ - - - - - - \- \ \ \ / / o a' O O O / / I / / / / / / / / \ \ \ J \ \ \ \ � U) aaa 1 1 / 1 I 11 / / / / / / / -\ \ I \ 1 \ \ \ \ d \ \ \ / c II I i I I 1 / _ ' / / l / l l l/ l/l/ I / Illl / / — / / / / / / / / / / �' — — \ \ \ \ \ 1 I — _ _ _ —_ _ _ — _ \ N. \ \ / l W W W / / / / / / / // / // / I I / � , / / / / / / ' / / \ -S' — 1 \ \\ \ \ \ \ / cn w I I / / / / / U I / // / //// ///I/1 // ,' / _ ----- / // / // / // / /' / / /' �' -- - \ - \ \\ \1 I \I I \I\I I I L--' __- \ \ \ \\ \ \ \ \ \ \/ - \ ern tititi �/ - \ \ \ / \ I \ / / / - \ \ ` \ \ \ \ / \ " m 1 I I / / / / / / / // /, // / / / I � _ _ / / / / / / / / - - \ - \ \ \ \ \ 1 \ \ \ \ - - \ 1 / / / \ a v > > > / / / / / / / / / / /, / / / / / / / I / / - - / / , / / / / / ' , _ \ \ \ 1 I I I \ \ \ \ \ - \ co W W W I I I / / // / / F / / / / �// // / - - -- _ ' ' / ,- // / / , / / /' --\ -\ /_-_ \ ` I I� 1 ' / 11 / � -- \ \ \ \ \ \ --- \ ow / / ` /, /' /' / / / ' ' \ _ � \\ \ 1 \\ \\ \ II / / _-\ \ \\ \ \ \\ \ I I -\ \ \ //,ov/ / - - -- , / / /, , - \ \� S, I \ \ \ \ / / / / I / / \ \ \ \ 1 \ \-- / I / / / / / / I / / / / / / / / / 1 / / / / O /// I /' -- / / / - \ \ / / / \ / / / -- \ \ \ \ ) 1 - - -\ \\ \ / l / l / / / / / / // / / / /%- /� / h0 / / I ( \ I / / / _ - - - / / // ' /' /' / / / / / G — \ \ - \ \ \ \ I 1 S F 1 - I\ ✓ / - - _ \ \ \ I \ \ \ \ \ 1 \ _ - vi / / / / / / / / / - \ \ \ \ \ Y TP II I i I _ \ I I 1 I \ I \ \ / / / / — \ \ \ \ ---\ \ \ / / , / / // / / \ -/ / / / / / / \ \ \ \ I I I I \ / / / / 1 I I I I / � — \ 11 D / / / / / / /// / � — / \ \ \ 1 I I I / / � -- I I / \ / / / / / / / / / / / - / / / / ' ' / / - \ \ \ ` \ \ \ O I I \ \ I 1 1 _ \ \ \ _ ii / // / /, / / // 01 11 _ - - -- / / / / / / \ ` \ \ / 1t36 I I / \ \ I I 1 I / \ / - \\ O �. / /� ,' / // / �/ , // / / // /, /` _ \, // 111/ / / / , / / / / /111y \ \ \ \\ \ \\ dy 1 I \ 1 I \ I I I I / \ /' /'/ -\ ` \ \I \I 1 I I I I\ \\ \ \\\\-''------\ _ / d 1 \ I I I I \ \ / / / -/ 1 I ` / � \ O - �, �/ �/ //,///// /, // /, / 1/ J" __---___ / /�/' / / ' // / / /// \ `\ \ \ \\ \ I I I 1 I \ \ 1 1 \I \\ \ - \ / ' I ///1'I l 1 \ I\ l l / — \ w w \�O - - .- . / // / / // / / I - - - -' -- / /' / ' / / / /� / I I I I I \ ' / / \ \ \ _ - � F- \ -5 /', 'r // /0/ ' / — — -- / / /�/ \ \ \ I SF i I I I I I \ \ / / \ \ \ I 11 I \ 1 \ � \" / J /'' /' mac, / /' \ \\ \ c / I I I ► I\ \\ / /j \ c� O \~cr / / / h / , // — -530 / / / / \ I \ \ 1 —_ -- / /�/ �/ // / / / I / --- --- — ' / / / / / \ \ \ I I I I I I I I I II I 11 � // — ' / / \ \ \ I \ �'/ / _=� _ —_ z `� N ///////, // / /Ir ,---�\__--- _— — // / /�/ // / x \ \ �/ / \ I 1 I I I I I I 1 \ / I ` I 1 \ 1 \—_ — --- z o _---_/'/' //, / / // ' / I / A __--' / / / ' / \ \ � I / �L I I I I I \ / /, / \ \ 1 \ \ /,e \ __ O -- - - - -- //'/'//' '/'//' ' / / \-_- _--- __---- / / / ' /�i / o \ \ / A// I TOTAL LIMITS OF 1 I I \ \ // \ I \\ \ I I 1 I I Ip --_-1 - DATE - --- - '/ // / ��/ / / � / I __--- — � / /// ' / / // cS \ 1 \\ I DISTURBANCE=8.11ACRES I I I \ \ I t \ \ ` I \�-- /-- > / / / - — / / `- I I \ \ --- - '/' ' � / / / ---- \ — — ----- / / , '/ ,�Ik s 1 \ I / / 1 / I I I I I / I \ / I I \ \ ll � 51612019 -------_/�/ ��Er,%OPES/ / // j - ,,.j- ! __ --- __/ / / i' / / s / 108 ` I ( l I / / / / I I I I I \` __--- \ I \ \ \ t v' I / / / I \ / I ` \ \ / — ___// �/// / / /// �536 J\/___- _ -------a- // //, / / `�� SF \ \ I '/ I I / / / / \-\ / / / / I I \ / \_ , l/ /'/-' /'r /,-- I l I l / I 1 , \ I I ` \ \ �,ii,,,iI"IIIIIIII`1II`0\\ ' DRAWN BY --— _ —_/// // // //� J / //' /���-- / _ — __------- —__�' S r i' / / N� I I I / I I / / / '/'/I( 1 ! I I --/ — / \ `- \\ \ \ \ \ \ / /' /' /', /�—'� Z.DAHL _ \ —� \ \ \/ / ^---- �. 4' // i — — / / 1 I / l / /--_—'—\ \ \/ / / j / ---' — DESIGNED BY "— — —= / / / -- /r�ii ' ,,,—' /' _, -- —! — — _ / / \ 109 \ I I I \ / I \/ / / / / 1 1 I I \ \ \ \ 1 \ \ \ / /// / 1 \ yr / / _ - - -- �`� / / \ 1 I 1 / / \ / / I I�IIIIIIII"""`%IIIIII`IIIIII�— _ / / / AM I ` - _ / \ .v/ / , / - ,540� i / - - - i- \ �_ - ' / / , / I RISER V\,ITH T 2AS RACK / / 1 - - _ _\ \ \ \ \\ \ \ \ \ �\ ` .�, / / / /� / / — ! • 0 A. ALLISON 1 \ 53 \ \/.� > `\ / / / _ - - . -> _ \ - ' ' / 1 cr SB \ I STRUCTURE TO BE INSTALLED PER SEDIMENT BASIN - - _- `\ ` \ \ \ / '' ' ' / ' I--, - / \\ \ I \ 5 � \ V\' �/ \( / / / ,' S`BN // / // / / � O \ I - --- ` - \ \ \ \\ \\\ ` � // // / / //// — • CHECKED BY \ \ `\ I\ � _ _ _ \ �, ,i,/ / c \ t / / / i _ _ _ _ / / `\ I I DETAIL ON C3.2. RISER STRUCTURE TO BE _ - \ \ \ 1 ` \ \ \ \ / / �, / / / _ _ _ _ \ \ - / / / - - - \ I I _ _ _ - - - - - - - - - \ \ \ \ / / \ \ `\ \ - - - - _ _ _ _ _ \\ \ � /) /) /' / / / / /! / - / / /)J /' /' A 1 I 1R 0 ONCE SITE STABILIZATION IS COMPLETE. — — — \ \ \ ` \ \ \ \ \ ' • \ / / / ' \ _ / / / / 1 CED WITH FINAL STRUCTURE _ — - \ \ \ / // / - ^ \ \ \ - - J. HASH \ \ - WETLANDS �' `' / / / / / / o I i / I \ I \ \ — — \ \ \ \ \ \ \ \ \ • \ \ \ - _ - - - - \ - I. 7' / I/ / / / / 1 I 1 I I I I I I I X \ \ \ \ \ \ \ \ \ \ SCALE \ __ \ • „_ , \\ \\ \5 _- -- 1\\ \ \ `11 / // / // /.11 // y�5 ) -_ CID // / / I I i I I I I I I/ I \\1\ I I \ \` \\ ------ \ \ \\`\ \ \\\ 1 30 �� \ - �— 407 ,\ \ \ \ \ / / / j// / /' SEDIMENT BASIN #1 � I I I I I I l / 1 / c / \ - - - - - - \ \ \ \ \ \ \ \ \ 0 \ \ \ - - �,, / / r / DID PHASE 1 DRAINAGE AREA = 9.03 AC I I l I ` r \ I \ _ _ - - - - - \ \ \ \ \ \ \ E- - - - �— \ ��\� / / / / / - _ I I I / / / I ( I I \ I 1 \- - - - \ \ \ \ \ : --- \ \ \ yy / / , , / / I -_� - PHASE2DRAINAGEAREA=9.30AC \ I 1 I Ill l I \ �------ _— \ \ \ \ Og3 - - - - - \ \ \ \ / / ' / / ' / \I r ' -� - _ TOP OF DAM ELEVATION: 540.00 cs I 1 / / 1 \ 1 \ \ \ N \ - _ _ \ - - - - - \ `\ `\ \ `\ \ NP • J ----\ - \ /�'*'' // r // I — — _ o I I/l/'// 1 I I \ \ \ — SANIII, � \ _ \ - \ \ — — — \ \ \ \ Ley Xl / / / / / / 1 / , 1 / \ I I 1 I \\ \ — _ \ - \ \ \ \ \ \ \ — \ \\ — ---- \ \ \ ' / / /Z /� ' /'\� _ -___-- -- \ � — — / 11 \ I I // / \ I \ \ \ _ _ '_,,- __\ ----- \ `\ \ ` ` SCALE1"=30' `\ \\ — -- \\` \\\ ,', ,- / ' , /' Sp^ _ — / , /, c r I II I II \ \` _'_ —� _ — _ _—� �\ \ ` \ \\ \\ \ \NOR — \\\\--- - \ \ \\ \11 \\\\ / / ' / / / /5 I /--- — �- / /1 \ I I I I I \ ` _ - - - -- - - -- _ `SA1 - �� \\\\ \ \\ \\ 0 30' 60' a- \ \ — �� �. �' 1 I / / ' /> / / / / / \ I _ — _ _ \ — — — I I / \ I I \ \ — � — — — — — — � i ��--� \ \ ` \ - --- \ I ' / , 1--- -- —_ // I\ I r,ll I I I\ \ — ` _____ \ — _-/ --\-\\\ \ \ EROSION CONTROL LEGEND \ \\ \I --1 �� / / / r / / / / , /\I / - / / / I I (- I I \ \\ \----__-------- _ ��- H Y \\ \ \� O rl _ \ \ \ LIMITS OF CLEARING AND GRADING - W \ \ \ \ I // / / k`"'/ ' / - / \ ---_- / I /I I I t \ _------- --- �������� DRAINAGE DIVIDE - \\ \ \ I // / \ �- CD <,) / / / / ,I' ' /' TP /—__—\ -- / / \ \ I \ I \ \ __—_—_—_--- ------ \\\\\ \ \ / - z Q \ \ \ \ I / / \ / / / / / A /' ,' / / / ,566 / ' - - - _ ` \ �/ I I I \ \ \ \ _ _ - - - — — � — — — - - \ \ \ \ \ \ \ \ \ SOIL AREA DIVIDE - \ \ I \ \ /* ' / /. - - -\ - / \ \ \ \ \\ ----' __---_ -- _ - ~ \ \ \ \ \ \ O = �/ / / — — \ \ I \ \ \ — — — — \ \ \ \ 1 1 \ I / ` \� / / / / / / / � / � / _ - _ - \ \ ` \ \ I \ \ - \ - - - ' _ - - - - - ' - \ � ' / - - _ _ - -- \ \ \ \ \ \ I \ \ \\ \Kol\111�1—,l // // //////'.1 - \ \ \ \ \ \----- - v— --- — ` \ \ \ \ \\ z \ \ \ \, / I / / ' /' ----- \ \\\ I / \ ) \ \ \ — — — \ \ /--------- --- ` \ \ \ ` \ \ CE CONSTRUCTION ENTRANCE 3.02 Q ) [--- —i \ \ / / / / / (n ` 11 \ \ \ / \ \ \ \ — — \ \ \ \ \ \ ` \ \ � \ , / / / / / / >/ / // ✓I / \ \ I 1 I \ I \ / \ \---------- - -- \-_'---- ---- \ \ -\ \\ \\ \ \ \ \ (�) SILT FENCE 3.05 —j \ \ \ \ \ \ . �� \ \ / / , , r / / , a / / , � \ \ \ \ DRAINAGE '� 1 1 I c � - \ \ \ - / - - \ \ \ \\ \ /m` / / , / / , - / - - _ \ \ - -- _-_'� _ — \� _ - -- --- -\\ \\\ \ \ \ \ \� \ ` SSF SUPER SILT FENCE \ I I I j�` 14/'1'�\\J' \✓ /' / / / // // / / I, �5 /11 ' — — — \ \ \ \ \ Li — — — ��\ \ \\ \ I \ \ \ \ \\ — _ — -- / ^ — — — _ — -� _ \ — \ \ \ \ \ \ \ �� \\ N. \ \\ \ \ \ \ \ < - 1 I I I cro Q' , / / / / / //% / \/ /� —\ \ \\ \ \ � / - \ \ l ` \— \ // \ —\ \ \ \ \ \ \ \ \ ` L I \� / / / , / \ \ \ — \ \ \ \ \ _ ` - \ IP ® INLET PROTECTION 3.07 = r 11 11 \ O I \ \ I 1 \ �/ / /' / / / / / / / / \ \ \ \ \ \ 0* \ I I — \ \ \ — — — _ _ _ _ _ — — — — \ —' — - \ \ \ � \ ` \ \ \ \ \ \ ` \ W � O 1 / / / ' — \ I \ \ \ \ 0 U 1 1 1 / / / /1I / / — —— \ \ ----- � \ I \— \ \ \ \ -- \ \ \ \ \ \ U I 1 1 - \ \ / /' /' / ' / / / / / / / ' / ' \ \ \ \ `\ \ — \ / ` 1 �\ 1\ \ \ \ \ \ \ \ \ — _ — — _ _ _ \ _ — '*1 \ \ `\ \ \ \\ \ \ \\ \ \ \ \ CIP ® CULVERT INLET PROTECTION 3.08 � W (�) DIVERSION DIKE 3.09 z D 1 1 1 I / \ / /' / / / / / / / / / — — — — \ \ \ \ \ \ \ I I` — \ \ \ N. \ \\ \ \ \ — -- — — / — \ \\ \ \ \ \ \ \ \ \ \ \ \\ \\ W W _ / / U) \ \ \ \ 1 1 I I I \ `` - 'Jill -_ _ , —�/ / / / / / / �'' /' // / /I / // /' \\ \ \ \ \ \ \ - - - _ �/ \ I I\ -1\_ / \ \ \ \ \\ \\ \ \ `\ - , - , ' - - - - - - - - - \ \ \ \ \ \ `\ \ \\ \\ \\ \ \1 \ \\ \ \ ST SEDIMENT TRAP 3.13 -j m - _ ---- 11.-/"./ / / / I'll \ \ \ I I I 1 / / ' /11 ' / /' / ' ' ' I1 / " ' \ , - - � \ \ ` \ \ \ - - - _ _ - - - _ _ - - I \ \ \ \ \ \11 \ 1\\ \\ \ \ \ \ \ \ (�) SEDIMENT BASIN 3.14 W I I I 1 / / / / / / / / \ \ \ \ \ \ \ \ \ _ _ _ \ \ \ \ \ \ \ \ \ \ Lu i Lu I I I//� ' /'// /'' '//' ' / ' ' / /' \\\ —\----�', \-- \ \\ \ \ \\ \-- \\_1 \\ \ r \ \ \ \\ \\ \ 1 I I I y/ / ' / ' / 11 / ' 11 / ' / / 11 / / — _ \ - \ � I _ _ - - - - \ \ \ \ \ ` \ \ _ _ - ' - - - - \ / \ t\ \ ` \ \ \ I \ (�) OUTLET PROTECTION 3.18 11 1 1 06 / / / / / / / 11 / Ic6 \ \ — —__l , \ \ \ \ ---- , \ ) -- \ \ �� `— \ \ ) > \— \ �+i / 11 / / / / / / / / / \ I \ \ / — — \ \ \ \ \ \ I I !% ' S• ' / ' / / ' / / � I - - \ \ \ — \ 7 _ \ \ \ \ \ \ RR RIPRAP 3.19 �+ i z / / / ' 1-1 55 ,' / / loe /' / / /' /' II \ \ � _ \ 1 I \ \ \ \ \ — — \ \ i _ — \ ` \ ` \ \ \ \ — \ ` < O ' I II /' / ' /' ' /' /' /' /' > I / / — — — \ \ #* \ \ \ \ \ \ \ \ \ \ \ `\ \ \ \ ` ` \\ ` \ \ \ S CHECK DAM 3.20 / / /' ' /' / DC ' / / / / / A z/ I ,' — _ — _ \� — — — — — \ I \ \ \ \ \ - \ / / - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / ' / ' ' ' / ' r/- _ -\ \ ' \ I I \ \ `\ ` \ _ --- .--- \\ \ \\ \\ \ \ \ \ \ \ \\ y / , / , / / _ - _ _ \ \ \ \ 1 \ \ \ \ \ \ \ \ - - - - - \ \ \ 11 \ \ \ \ \ \ \ \ -, TS TEMPORARY SEEDING 3.31 O oC --, j �- ,- \ \ 1\ \ "I \ \ `1 `1 ,N "I u LU / /'' ,'' ,' /' ,J60 /' /' / / /' / / ' , — — - \ \ _ — _ — \ — I \ \\ \\ \ \ `\ \ \ \ — — _ _ — — _ \ \ — \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ sks / / / , / / / / / / , \ - - '-- \ \\ \ \ \\\----, \- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (�) PERMANENT SEEDING 3.32 z ' / OIL F3�:- / L _ - \ \ - \ \ W / / / / / / -�' \ - � \ \\ \ \ ` \ \ '------ \ \ \ \\ \ \\ \ \ \ \ \ \ ` MU MULCHING 3.35 11 11 / /' ,' / // / // // / /� 7 -�I `---- --\ ** \ \ \\ \ \\ \�\ \ `\ -- — — — \ \\ `\ \\ \\ \ \ \\ \\, \\ \ / /' ,' / , / / I - - - ** \ \ \ \ \ - - - - \ \ 11 \ \ \ `\ \ \ `\ \ \ \ TP TP TREE PRESERVATION FENCE 3.38 \ \ \ 11 '' ' -0)� I 1 — _ \' \\ \\ \ I \ \ \ \ \ �----- _ \ \ \\ \ \\ \ � \ \ \ \ Z) / // /, /// // /// ,hOh/ // /// / /y ,' I z/ — .570J - 1-1 \� \\ \\\ ` y\ \\\\ \ \\ \\\\ \\\---__,- \\\ \ \\\ \\\ \\\ \\\ \ \\ \\ \\ \\ \ pC DUST CONTROL 3.39 — / / / / / / / 11 / ' / � I / � - — ' \ N. \ \ \ \ \ \ - \ \ — — — — — ' — — — \ \ \ \ \ \ - \ \ \ \ \ \ up JOB NO. / / / / , / / / / / _ _ _ _ � \ - - / - � \ - - - \ \ \ \ - \ \ \ \ \ \ \ \ \ O AREAS STEEPER THAN 3:1 TO BE / /' / / / / /' / ' .1 ' -- \ � , \ \ - - \ \ \ \ \ \ \ - - - _ - - - , , - - - _ _ _ - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ N. \ \ \ . \ B/M STABILIZED WITH STABILIZATION 3.36 � /_ \ - - - - - ` \ \ \ 11 \ ` � BLANKET 43266 / / / / / / / � 11 / / I, — — — — — J — _ � \ \ \ — — — _ — — — — — \ — \ \ \ \ — — — — _ _ — _ — — — _ — — — \ \ `\ \ \ \ \ \ � \ \ \ \ `\ \ \ \ I SHEET NO. / / / / / / / — I I / / / / / / / / ' / / / ' � AII , I - \ \ ' \ ` \ \ - - - - - \ - - - - \ \ \ ` � - - - - \ \ \ \ ` \ \ \ \ ` \ \ \ * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 0 f 6 N O 0 m L N 0 0 2- =; n c m 0 W V) 2 0 m L fn m It m n 0 m 0 3 c � a 5O -0Q� O O z mO f2 0 � C �, I-- O -0 C c: m m 0 a 0 3 Z N O m 2 Q 2 x a) H a) 0 w -t 0 O nw 2 .3 a Y fn m 7 N X C m 0 a)U 2 a)N m c: 0 4 `o m E -0 Uc m �-0 m .0 -0 0 c w 0 C m U -0 2 c: 'n m N O C 0 m 0-0 ch a) _-- .E L EROSION CONTROL LEGEND * / / /r / / / ' /r ,' ,' ' / / / ,'% / �/' /'/ ',' / ' _'_ - ` - - - J'_ \ // / - - - -5615 LIMITS OF CLEARING AND GRADING - / / / ' / / / / / / ' ' / / ' / / / _ _ _ _ _ _ _ - - _ _ - ' _ ' �� / ' / / / / / / / / , / / / I / - - - - ' O� %l DRAINAGE DIVIDE - / /' ,/ / // / / / / / , �// / /, // / // / - -- --_ - ----- -------- -- - / //// h// /, ///' 11 -53o- 0.9'AVG SOIL AREA DIVIDE - / r -� _-- / / y SAF L Lie. No, 31371 SAF SAFETY FENCE 3.01 / "ool' / , '/ ' / / / / i _ _ _ _ - _ 550 /ANAGE6) / - _--' �545�;'-_--- ----- / ��` / / Y� 02-14-2020 CE CONSTRUCTION ENTRANCE 3.02 r / / / / / / / / / / / / / / / , / / ' / / ' - - _' _ - = _ - _ _ _ / _ _ - - '/ 'i Eb6f�VtD '' - / / J / / / \ / / / / / / / / / / / / / / �' // _ _ �'�'i' /- _ - - - / / / / / / - / IONA SF SILT FENCE 3.05 / / / / ' / / / / ' / I / / / , / / / / / �' �� / / / / s , - - _ \ 1 �\ \� _ _ r I I r ' ' _ - - _ _ / / ' X 4' ^ r/ / / - - - ' _ - // SSF SUPER SILT FENCE 3.05 / , - ! _ - , \ 1 \ \� �: _ , - - _ - 1 \ _ L / , , IP INLET PROTECTION 3.07 / / / Qo -- _�__ -555- \ \ \ \ \ \ \ ------ / / _ CIP ® CULVERT INLET PROTECTION 3.08 // // / // / / /' // /' / / / //f�'/ _` -� h / J / / / _-_ - - O - - \ \\\\ \\ \ \ \ \ \\ \\ \\\___--- ^\ \\ \ y / H98 I W > \ / / � � , / ' / / ' - � �- WETLANDS / / / ' ~ c� ` � � ODD DIVERSION DIKE 3.09 / / /' / / / / , ' / ' / / ' / ' S10 / / // / / / / / > - - - -� _ - \ \ \ \ \ \ \i ¢0- - \ \ \ \ \ �I• / / / , / / W W W W / / / / / �� / / / / / , �1 ' ' - - - - -50' STREAM &U FFEi?\ \ �--'�\ \ � \ \ \ / / / I / / / _j %-J oo z � // // // // / / /// � y �/ --� ` \ \ \ \ \\ \ \�/ / Lu � orn 000 ST SEDIMENT TRAP 3.13 / / / % / / y /� _ - - SOIL} 7TYY-�E:CD UN / � ' / \ \ \ \ \ \ \ \ sr�. \ \ / / / c3 ua / / /-__,----- \---- \ \ \ \ \ \ \ \ / / �� Z Z Z SB SEDIMENT BASIN 3.14 / / / / / / '/ , , / - - _ / / \\ \\ \\ \\ \\ s \ / / In O / / / / - , y _ - - SEDIMENT TRAP #2 _ - _ _ _ \ \ \ \ \ \ / I < -i x / / �� In / -V PHASE 1 DRAINAGE AREA = 0.65 AC \ \ \ \ \ \ \ \ \ \ so \ \ \ PORTION OF SITE TO BE RAISED \ \ \ \ / / / / / I/ gg � w �; w o O O O / / y _ - - PHASE 2 DRAINAGE AREA = 0.65 AC \ \ \ \ / / \ \ TO FINAL GRADE TO ALLOW FOR / / _ o < 3 U U U SPRI�G V� �%y �' 0' STR�yAM\BUFFEI� \ \ ` \ \ ' / ' cn x �, N z / �\ � \ \ \ \ / / / /� U t0 \ Q \ \ � STORM PIPE INSTALLATION \ \ / / TOTAL STORAGE REQUIRED: 87 CY \ \ \ \ \ \ \ \ \ \ \ \,I, / \ "' a a a O / y y y TOTAL STORAGE PROVIDED: 151 CY - \ \ / / / I c U) OP OUTLET PROTECTION 3.18 ' \ \ 1 / > O W W W /, yr y --- ,'` \ �f� I \ \ \ �L\\-\ SF \ \ -- �P, / / / / / / �� V)4 > vWicWncWn / V y �' TOP OF DAM ELEVATION: 570.00 \ \ / / / D / w ARE �ENOE ' y y \ / \ \ \ \ \ \ ` \ \ S F / / / / v� / , o rn O O O RR RIPRAP 3.19 / '� y , y y - \ \ \ - -- ----- - / 00 / i i / / Q�j �/ / \ I i M ti ti ti �� \ \ \ \ --- - -- _ �\ / / CO J Lu Lu Lu / EMERGENCY SPILLWAY \ I \ SF \ _ _ �,�_ � � � CD CHECK DAM 3.20 / ' / / / /_ - - _/ \ \ \ \------_-- - _ '� / / / / , / / �-� � / y/� CLASS Al RIPRAP `S6S �\ \ � � �_ ' '� � � \ \ \ \ \ \ ----_------ ------ - ��� � �o � O _ __=_____- _-_ =_-555_- --- _ V / 201 SIF TS TEMPORARY SEEDING 3.31 / �Y�'!LANd j-� ' \ \ \ TP \ --- SF / / 5 - _ _ _ \ - _ 02 T 565- -- -- -- --- - - -_ --- - _ - -- O PERMANENT SEEDING 3.32 / / / / - - - - - - ' ' ' ' ___ , --- .\� n \'`max\ / p O �'' CD MULCHING 3.35 // , /�\ _ _ _ TP / / TP O \ \ \ \ �\ \ ,\�\ \�\\� / ��\\\� \ .\\ > N TREE PRESERVATION FENCE 3.38 - _ \ _SOIL -TYPE:- _ _ DD 56 \ \ \ \ \ \ \ wx ~ \ 47`i� - - - �/� \ 1 1 \ \ \ \ \ I 208 207 :�\ \ / , i Q \ DC DUST CONTROL 3.39 - �5 TOTAL LIMITS OF , ' ` _ _ / 5� \ \ \ \ 1\ -� \ \ \\ \ \ \ \\ \\ \\ I \ \ 206 j \� \ �` �.�\\ i / o N DISTURBANCE = 8.11 ACRE -_- - - - -_ - \ \� \ \ \ \ \ I I �` \ \ / ;\ �� `\ ���\`�, 3 DATE AREAS STEEPER THAN 3:1 TO BE _ _ - - '; - ' �- _ - _ - - - \ \ \ \ \ \ \ \ ► 1 \ / 301 \ \� \\\\ \\ \�� / \ \ \ \ i / T� \ \ \\ / / B/M STABILIZED WITH STABILIZATION 3.36 \ \ , L •_=\` \f \ \� \\ / / 51612019 BLANKET _ _ '! _ - - - DD \ \ \ \ \ \ \ \ 1 1 1 I 1 / / �� \ \ DRAWN BY IP _- -_ = ' -- - - -�.� \ \ \ \ \ \ \ - _ - SRO. Z. DAHL * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 15 _ _ - %- - _ - - - _� = _ _ _ _ _ _ _ - \ _ / / , / / / j I j • DESIGNED BY / '/ i'/�'/ -- - _- ;;__ �590• � \\ \\ �\ \ \ _` - � \\ \ \\ 1 1 1 I I I 1 \ ___,- /' ' // ' ,' ,/ / Milli I // A.ALLISON SEDIMENT TRAP #1 , //' , _ _ _ _ _ \\\ \ \ \ \ \ \ \ \ ' 1 1 I ` - / II, i / / /// � - _ _ _ - _ � � _ __- _ l � I I I III I \ \ \ \ \ \ � \ \ - � \ \ \ \ I I I 1 I I I I I I I I 1 , - ' ' ' ' i 1 / • PHASE 1 DRAINAGE AREA = 0.64 AC , ,/ / - -T- - i _ ; / / / I I I III I \ \ \ X \ \ 303 I III PHASE 2 DRAINAGE AREA = 0.64 AC / / / DC \ / / , /, / / III; \ \ I • CHECKED BY TOTAL STORAGE REQUIRED: 89.8 CY / / / i /, / / SF ' ' - - - _ - ' ' / - _ __- -'/ �// / / h/ / / \ \ \ \ \ _ \ \ \ 1 I 1 I I I I I I I / / - - - I I II • �-- � / /- _ --�/ TS J. HASH TOTAL STORAGE PROVIDED: 114.80 CY. / / 'i / �/ 'i �/ - - - ` �►� r - - / / /�l / \ \ \ \ \ _ , , \ \ \ I I 1 1 I I I I // / / - - - / , / I Y it / //// /, /, , /,/ ' / / \ / /l ; - - - J / / / \ \ \ \ \ _ \ \ 1 1 I 1 1 I I I 1 / / / / I I I 1 SF TOP OF DAM ELEVATION: 580.00 , / / / / , / _ _ \ / �� _ - , _ _ _ _ \ \ \ y \ \ \ - , DC - \ \ 1 1 I , I 1 1 1 1 I I / , ' / / ► i I j I • SCALE 1" =30 \40t I// \ \ \ JS\ \ 1 / l 1 I I 1 1 1 , / II • EMERGENCY SPILLWAY \ 1 I 1 1 , \ CLASS Al RIPRAP \ \ _ _ - = - - _ - / / / \ \ RAI GE I ' / / ' 1 I _ 1 / INSTALL STORM INLETS &PIPES \ _ -- _� / / \ \ \------- _ \ 1 1 1 1 I l l l I / / III SF TPA - _ - '� , // ` \ \ \ `s�, DIVIDE \ _ \ \ I I I I I / TO CONVEY OFFSITE RUNOFF , .690 A- ' \ \ \ - \ \ ' 11 1 / 1 1 / / / / / / FROM THE LOOP ROAD"i��� DD\\��\`-_-----_ I\' \\ \ \\ \\ ------ \\ \ 11 ► 1 ' /l / l / l I 1 1 /Il I/ I I / //' �/ / / / Illilil / ' / ♦ \ \ / SF / \ ` -� - - - - ♦ \ \ �\ \ / S� \\ -\ _--- s� \\ -, \ \ \ \ \ -� ____- \ \ 1 I I I I I I I I I / / / / / / !11►1 I ,^ \✓ \ \ ♦ ����\ \\ \ \ \ \ -� ---- \ \ 1 I 1 1 , ► I I I I I I / // , , / / / ' ' Lu II4�I OIL PE`: ST1 \ \ / /��_\\ \\ \ 1 1 I ' , , , I I I I I I I I I I I/ / // // / / / / / III�� -47 �� �\ \� //// i----------- \ \ \\ \\ TS I I , // // / // / // , i h > \ DRAINAGE \ \ _ J / \ co I / , / / DIVIDE / _ _ _ _ \ \ ' V) I I _ - - - w SF �` i / / //010 / / / / / ' \ \ \ \ \ \ \ - _ - - - - - \ \ \ \ \ \II11 I '1 11 II '1 I \I \ I / / / / /' LLI I ' I Z Q 30% -570 O IP 3 5 z \ \ \ \ \ \ \ \ _ _ _ \ I I I I 1 \ / / r , 40K ' 40PI I , I I, I I I ► / \\\\ \\\ \\\\\\�\ \ \\\\\\ \\\ -� / \\ I II I I I I I I I I I II I 11 I II II I/ // ,' ,/ / ,/�,\Q7 ^I ; �\ O CONTRACTOR TO RELOCATE CE FOLLOWING i✓90-/`\\ \\ I ► \ \\ \\\\ \ \/ / l I / / 1I I II I II 1 I I DSUBSTANTIAL COMPLETION OF THE "UVA z RESEARCH PARK LOOP ROAD" PROJECT I Lu Z OOGRADING ACTIVITIES. CONTRACTOR TO SOIL �YPE: U COORDINATE WITH UVA FOUNDATION lot WI I 94B Lu ON TIMING AND ACCESS ♦ i♦ / I Q \ \ \� / `�00 !----- - - - - -' _,' - '' I \ \ \ \\ ' / / , / / 1 I I 1 1 1 I I I I 1 / / / / / I ' / YllII11 _ _-_ 2: Lu Z ��� 1tlll m C \\ \\ \\ \ �' ��Lgoo------------ -_-_/' --- --_, 1 \\\\ \__� /// / / / // '/ l l 11 11 l I 1 1 I I`J( / // // r/ // / // // // IP Mil Jill 306 � J Q I --I \ \ \ I SF �T- - -- / , / / / / / / I , 1 1 I / 1111 - - -- _ \ \ CE ,,_____ --- / / \�\ // / / r / l / / l 1 ► I / // / / / nllij I I Lu Lu\---\ \ \ fir`---// \\\\// / // l l /l I I 310 / // / // / // / 3 liii DC _ - - -585- IP / / / / / ll� --- - TS - SF -------- ____----DSF:- _�/ // // , I , ' , // I I I / 309 573 06 \ - -_ , / III' / 1 I / , l IP / / ' 72 , III - --- (f) z • - - - _ _ _ - - - i s / I 1 I / / / / 572 1573 / r \ - 580 _em -Loop �� ROAD IMPROVEMENT BY _ - a - - a . /a r ° - •- \ OTHERS. SEE DRAWINGS ��, _ _ _ _ - - - - - 1 \ / - - - 1 ( ) Lu - - W - �� S - car I P _ S� \ \ SAN TITLED UVA RESEARCH------W S_-----------'-� ,\SAN , S \ ? ✓ SW • 80- - - _ \ ` \ . \ .. \• \a .\a . M ._ PARK_ LOOP ROAD" - - - - - - - - - _ - - w - \ `- - c)� '\ \ ► / I - - IP ' W' / / w- // / w I I - Lu UFO -- ° 4 // / NAM _ - _ a - - 0, .- I \ 573 Z4 575 !- •F0_ _ a - �\ \• .° ., a. ' ° • •- \\ � \ ` .,' / /l 1� l /l - - - - - - - _ \\ \ \ \ 705 157�\_--__ 575 '_ \ -575- J _ \\ w\1 `\ \ \\ $�$/ - / L /A \- _ /' j ��� A \ 7`6__ _ $ ___--- / ���/ / / // / / �AP� JOB NO. 43266 STORM INLETI/l//G -_� ��\ z r // `~\`\� ---0\------___- \ / J /l /l \ I I 1 I 1 / _ - / / SCALE 1 "=30' 2.5'X2.5' \ /C J SHEET NO. \\ \ a ; \ \ �. ,\, - _\ 1 ' I I TOP ELEV.=572.56' ` \ \ �� _- __ - - / / / / / / // 0 30' 60' \ \ \ / / / 1 \ \ I INV. OUT=569.16' 18" RCP \ \ � I I , I J ` I 580 _ _ - - \ / C3. 5 0 U 0 0 m L (D U) 0 0_ Q m 0 2 0 m L fn m m Q 0 0 3 c �a 5O -0Q� 0(D CU) z mO f2 0� T � m O �U) m 0 a o U 3 z N O m Q �x 0 w 0 0 Qw o .3 0. r > Y fn � O N X O a)O O U L 2 � 0 m 0 0 m `o E U m m � �U 0 N o m U a O N m N O C U m Q0 ch(D _ �(D.E L O co m Q n 2 d M O N O N 4 N - O a; 0 a l / / I I I / l / l l / / / / , / / / / / / / % I I ( // / / // / / / / / / _ _ _ _ , - - -- \ i _ \� \ \ \ \ \ \ / 1 / / / / / / / / I I�/ / / / - - _� ___---- _-- -- - - - - -_ ----- -__--- �- - __ \ - \ \\ IN 1\ \\\ \ \ \ \ \ \ \ \ \ \ \ \ / / / / I l / l l l // ///,/// /// / // /I // /� / / // \ / /� _---- ___------ - - / - \- - �\ \\ \\\\\\\\\ \\\\ \ 1\ \ \\ \ \ \ \\ \ \\\\\\\ \ \\\\ \\ / / / / / / / / / 1 / / / // _ - - / - \ 1 _ - \ \ -\ \ \ \ \ \ \ \ \ \ \ \ \ \ / I / / / \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ l l I I 1 / / / / / / / . // / / / / / / /// i / - / - \ - _ _ - - \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I / 11 / l I � / / / / / / / / / / r / / � - _ _ _ - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - _ - ,:� - ,\ \ - \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ I / / / , / // / / / / / // / / / / / ,/// / -- ' -- - __-__-- -----_ -- -- --_ --- -- ---- \ \ \ \ \\ \\ \ \ \\ \ N \\ � \ \ \ \ \\ \\\\ \ \ \ I I ' I I / l I I ( I // / / //// // // / ' / /' ,/ / //// // ,/ //// //' � - --- _ - -- i - ----� - _-__'--_--_-___ _ - --- \ \\\\ \ \\ \ \\\ \ \ \ �\ -'--- \ - \ \ \ \ I / / / / / / / / / / / // / i / - / _ _ _ \ \ \ \ \ \ \ \ \ \- \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ I I \ ) I 1, I I / / / // / / // / /' / / / / /, / /j / /i''/-� / / - -__----------------_ /_` - - - - -\ \ \ \\ � \ \ \\ \ \ \\� \\ \\\\\\\-- - - - - -- \ \ \ \ \ \ \ \ �- \ / I I JI \ i , I / / / / // /,/'/ / / /' ',/// // / / /j ///' `/ '' ''� _ '--------------------- -- - �___ - \ \\ \ \ \ \ \ \ \ \\\ \ \ \\\ \\ /-----'�\ \- \ \ \\ \\ \\\\ / / / / C / i_ - - \ \ \ \ \ \\ \ I 1 / / / / // / / // / / / // /r /� _ - - - - - \ \ \\ \ \ \ \ \\ \\ \ \ \ \\\\ -\ \ \ \ / // / / / - _ _ - __ _\-------- - \ \ \ \ \ \ \ \ \ \ \\\ \\ \ \ \ \\ \ - 11 / / / / / / - - - - _ - - - - - - - - - - - - _ _ - - - - - _ _ \ \ \ \ \ IN \ \ \\ , \ \ \ \ \ \ \ � - \ \ \ \ \ \ \ \ I I I I I I I I I / / / / / , , , / //// - -- - ---- - \ \ \ \ \ \ \ IN. \\ \ - \ \ \ \ I I / / / / , - _ // / _ _ _ _ _ _ _ _ _ _ _ _ _ _ - \ - - \ - \ \ \ \ \\\ \ \ EDGE OF STREAM. CONTRACTOR \\ \ - I , \ 1 I I I I I I I I I I /� r / /// / / // / , , / ////� // / --- / / // -_- / / , - _----- '- -- - -_ -- - \ \ \ \ \ \ \ \ \ \\-, - _ \ \ \ -- - \ 1 1 \ M I I I I I I I I 1 I / / , / / / /, , , / /, // / / // / / / ' , / , / ' _ - -_ _ _ - - - - - - - - - - - _ - - \ \\ \ \ \ \ \ \ \ \ \ � \ \ SHALL NOT IMPACT EXISTING STREAM. \ \ \\ \ \ - _ - - I 1 I I I I 1 \ I (, I IIIIIII\III I , II�// //'// / / / //// l//i/ / -//' // // ///////'' --;----------- - \ \\ \\ \\ \\\\\\\\\ \\ \\ \\\ \\\\ \ \ \ \\ \ \ \\� \�\ \-- 1 v I 1 / / / / / / / / / - \ - \ \ \ \ \ \ \ \ \ / 1 I \ I I I I \ I I I , / l / - / - ^ / / ' / / - _ _ - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - \ \ \ \ \ \ \ N. IN \ \ \ \ I I \ 100 _ \ \\\\ \ 11 - I 1 \ , 1 I I I' I II III ' I II�I'l / J/ I I I / / // l I ////' / / / ' ///// / /// / "�' - -__ - - -- - - - -_ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \\ \\ \ \ NN IN \ \I \1 \ \ -- I I / / / / / - - - - - - \ \ \ - \ \ \ \\ \ \ 1\ / \ / \ \ \\ \ 11 \ 1 I \ I I � I I I I I I I /� ,/ / / / \- � - �\ \ \ \ \ \ N. \ \ \ \ \ \ �l \ \\ I 1 1 � \ \1 \ � I I I I I I 1 1 1 / I / / I / / / / - - - _ _ � - - \ \ / / \ 1 I \ \ \ \ I \ I I I I I I I I I I I / %// ' / /, / / / / , // - ---- - \ \ \ I C / / I t \ \ \ I I„u I I I III III l / / / I l l / / / / \ / / / / / // / / / _ - - \ \ \ \ I 1 1 I \ \ 101 I 1 II I '1 1 1 '\ \\ , I I I I I II II II I�III�'ll I11 / l l / / /// ��'/ // / / '/ / // , / /r �� ----_ --- \\ \ \ \ \ \ \ I 1 ` I I l / I I I I II \\\\ \\ \ 1\ -_ / ' / / / / / / / / / - - _ - - \ \ \ \ \ \ \ \ \ \ \ `\ \ I 1 / / l \ \\ \ 1 \ \ \ \ \ \ \ \ \ \ \ I \\\ ' / _ ,\\ \ I 1 1 " \ \ 1 I I I I I I I / I 1 1 I I l / / / / / /, // / / / / / / / , / , / / / \ _ \ - - - - _ _ _ - - _ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ 102 O \ \ \ /� \\ 1 I N. I I I I I III IIII/I 1 I l / ' / / / / / / / / \ I \ \ \ \ 1 \ \ OP 1 \\ i \ I I \ \ 1 I I I I I III I � I 1 I l l I l / / / /i /// / / / / , / , / / / / / / / � ` \ - \ - \ \ \ \ \ I \ \ `\ \ \I \ \ \ 1 \ I I 111 11/ 1 / /// //' / / - / / / / ---- ` - \ I\ \ \ I I I I , , \ \ \ \ \\ \\\ \ \ I I I I I I I I I I I I I / / / /// / / / / / / / / / / / _ _ _ - - _ \ \ \ I \ \ \ 1 I \ \ \ I \ ` \ \ I I \ \ �y \ \ \\ = - _ \ \ 1 I I I I I IIII III / /// / / ' / �l , / / / -\- \\ \ I - \ I 1 I 1 I \ \ \ \ I I IIII I I I I / // /// / / / ' / /l�//// / / r / l / -- \ -Illli \ \ \ \ I 1 \ \ I 1 1 , I I I I \ 1 SF \ \ \ '_--_-11 - 1\ \ \\ \ \ \ I I I I I I I I I I I I I I I I I I / / / // // // / I / ------ ---\ ` \ \ \ \ \ \ \ \ \ \ 1 I I I TP \ / / , l /, fi / / / / ' I I _ - \ \ \ I I 1_ \ , ( ( I ► , , I I I 10 y - \ \ \ \ \ - I III , I I / / \ \ \ \ \ - \ \ \ \ 1 1 I I I I I I I I I I III I I // /// / / / c. / / / I - - \ \ \ \ \ \ I \ ) I , , I I I \ \ 1 \1 kkV`G D�4. RiF'RAP\ \ I I I III I I I I / // \ // ' / / / �/ / I I I I I I ' _ � - -\ �� � \ / / \ \ 1 I I I I / \ \ I I I I I I 1 / �// / / / , / - \ \ \ \ \ / \ -- \ I bLASS \I \ \\ \ \ \ 1 I I W I I I I I III i� i 111IIIIIII I I I I I I / //// /// /, // // / / / / / / / // / /I I / / �- -__\ \-- _ \ \\ \ \ \ \ \ \ \ I t- \\ \\ 1 1 \ i 1\ I i i I I I I I i y \ \\ \\ \v�ilp�r��5` 5 \ \\- \ \ \ I I I I I I I III I I I I I \ / ' // // // / / / / / / ' - \ \ \ \ \ \ I I - \ \ \ \ \ I I I I I I I / / /r � � / / / / / / \ \ \ \ \ \ \ \ \ I SF � 1 \ \ \ \ I I I `''i I I I III 111 (1 I 1I111 I I I / / / / ---- - - \ \ \ \ \ \ 1 \ \ \ I I I I ► _ \ ' 1 \ I I I I I 1 \ I i / / / / // / / ' / ' / \ \ \ \ \ \I I I Q ' - - \ \\ \\ L NGH�2'L I 1 \ I I 1 I I I I � / , / / / / / / / / / / - \ \ \ \ \ \ \ \ \ \ \ I \ I 1 I / \ \ !✓,VIDTH\2 =\23. \ 1 I I \ 1 11 I I I I I - / / / / / / / / ! \ I I I 104 \ \ W , , II I I 11 / / / / / / / / / '/ / / / - --- \\ \ \ \ I / 1- \ I 1 I / / / 1 I I I' I , O --- \ \ \ \ ` \ ,\ \ \ \ 1 \ I I I I I I I I I I , I I III I,IIII'l I I I I // ___/ / / / // , / / , / / / , / - - - \ \ I t \\ \ \ I / r / I � - --- \ \ \ \ \ \ \ \ I I I I I I I I I I I I I I I / / / / / / ' / / , / / //- � \ \ \ \ \ \ \ \ \ \ / \ ` I / / / // / / I 1 , - - _ - - - \ \ \ \ DE�TH - �.0 \ \ \ \ \ 1 \ ' - - _ - ' - - - - - - - - _ - I I I I\ 1 I I I 1 I I I III IIIIIIII 1j11 II' li/��/ , / - ' /' // / / / / / / / // / /' \ , � \ \ \ \ \ \ \ \ 1 1 1,- - \ \ \ \ \ \ I I 1 I I I I / / / / / / / / / / / ' / / / / / / / / \ - \ - \ \ 1 I \ \ 1 \ ( / I I I I l y - - \ -\ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 \ I I I / ' - / / / 5 - _ - - � \ \ \ \ \ \ \ \ \ � I \ \ \ \ � , - - \ \ \ \ \ \ \ \ \ \ \ I I I J I I I 1I I I I 111 / // // --/ / / , / / / / / / , / - \ \ l \ \ \ 1 \ \ \ \ I I I \ _----- \ \ 1 I 1 I I l' / / / \ \ \ \ - - - \ \ \ \ \ \ \ \ I I 1 I / / / / / / / / / - \ \ I \ \ \ I \ \ \ \ \ 1 I I I I I I 1 � I I I I / I I I / 1 � _ _ _ - - / / / / / - - \ \ \ I / / - - - \ I / I l /////// /l l / / - / / / // / / .-� / / / , / ' _ -\ \ \ \ - I \ \ ) \ \ \ \ \ \ ' \ \ 1 105 . \ ' I - __------- \ \\ \ \ \ \ \ \ / / II 1 i I I I / // / / / l ///ll l/////llll 11//�'I // /' � - - / ' '/ .11 ' / //// ' / ' / / % -\\ \ \\ \ \ , \ \ \ \ \ 1 / 1 _ ____-___ -- \ \\ \\ \ \ \\ \ \ \ /// l / / / / / // / I I , / - / / ./ // / / ' / / \ -Sq \ l / \ \ \ / / _ \ \ \ \ \ / I / l / f' / U I / �/ / /// ///I/l 11 ,- / __----- / /� / // , // , // , / / // �/ \ \\ N. \ \` \ `\ `\\ I \I I I \I I \I\I I I / L-- --- -\ \\\\ \\\ \`\` \ \ \ /I - \ I I I / / / / / / /// // // / // I � / / // / / / / -- /-- - \\ \ \ 1 / / / \N. \ \ \ \ I I I (' / / / // ', '/// //�/// / / // _-'------- / / /' /' /'/ / ///' / / / /i \ -_� --� - _�\ \ \ ` \ \ \ I I� I I I / / -' / I---- \ \ \ \\ \ \\ \ \ - - -\ IN. \ / / / / / - , / ' ' / // / // -- -\ \- /_` � \ \ \ \ I I 1 I \, ' / \ \ \ \\ \ I\I \\\\\\ / / � / / / / / \ \ \ l \ \ 1 _ _ \ \ \ _ / / / - - / / / I I I I \ \ I I / / / / / / / / / \ / i \ / 1 / / / / / / I / / / / / / / / / / > / / ' /vim/ / / / _ _ / / / / / / / / - \ \ \ \ \ \ / / / / / / \ \ \ \ 1 1 \ \ \ \ l l / / / / / J 1 / / ' i- i�/ / nj5 / / / 1 1 1 / / � / / , / / / / / ' �j \ r- \ \ \ \ I 1 " / / 1 \ � \ I I / / / / / , / / ) / / / / / / \ / - / / / / IN \ \ I - - / / / / � /, ///'//' /, // // /// /4j / / �, / / / / / / / / // / \ \ S \ \ \ / I I I \ \ I 1 I I I 1 I / - \ / / / , / '� // / / / /// /4j� / / / / TP II I I I 1 \_ // / \ \ II I 1 I I /--_ / / / / / /// / / / / / / / / / / / / /IN \ � TP I I I I , \ \ / \ I I / / - \ \ \ / /' / / / / / / / / \ \ \ \ I I / \ \ / / \ / / -' 0 / // / / / / 11 / / / / I 1 I I / / - \ \ \ 1 I I 1 I \ ___ , / // / / / -_- \' '_ ----- / , / // / / -/a \ \\ ` \\ \ \\ `\ 107 dy i `\ \I'\\ ; I I I I I I1 \ \ �/ / // -rl I I , , I , i \ \ \\\\�/ ,------=� _ _ _ _ � ' / / / / / / / // / / / / / / / / / - - _ _ - ' ✓ _ _ - - - ' � / ' / / ' / / �i / \ \ \ \\ \ \ \ \ \ \I \ ` ' 1 \ \\ ` 1 'I ' 1 I I\ ` \ 1 -" - / / r / - _ / // / / / I I l / /\ \ - -' - - -- - -.-' /'/ / /' /////// // // / / / 1 -J%- - / / / /' // / / - // \ \ \ \\ \ I I I I 1 I II \ \ \ - \ / ,' -� ///// I / 1 \ \ \ l ---1 - -� _ . - �- / �/ / // / r / / /� / / / / / / - SEDIMENT BASIN #1 / �/ / /// \ \ SF I I I I I I I I I 1 \ I \ \ \ N- / � � , / \ / % \\ \ \ \ \ � --- � - \ i < / / / / / / / / / ' / ¢/ 0.9` AVG-DIA-RIPRAP / 2G' / ' \ \ \ \ i I I I I , \ / / j \ \ \ \ \ 1 ' / / /, , h rr , / /, / -- - -530 PHASE 1 DRAINAGE AREA = 9.03 AC / .� , / ' \ \ 108 \ I I I I I I ' \ I ' - ' i \ \ \ I \ \ - - J , ' _ _ _ _ _ _ zz - -/ -, - / / / / , / , I ,/ I CLASS Al, / / / ` \ �T i I I I I I ► I ' I I 1 1 \ / - , / I \ \ I I 1 \ ` \ - - - - /// / / / , I / I- , _ _ _ �t _ _ _ _ PHASE 2 DRAINAGE AREA = 9.30 AC , / \ \ \ I I \ - / - \ \ ' _ _ _ _ / " , / 0, _ TOP OF DAM ELEVATION: 540.00 / , \ \ \ I TOTAL LIMITS OF I I \ \ ► \ I I 1 I _ - _ / / -\- - - - WIDTH 2 = 21_ _ I I 1 / / / /, /, / / / _ _ _ \ _ _ - LENGTH 1,3- - / / / \ I I I I I \ - \ - - _ _ - / I / / / / / y , DISTURBANCE = 8.11 ACRES 1 I t \ \ I -- - -- - - /P / / / ,-- ---- - __/ / / �% ' I , `I '\ I' ' I l /' /I /1 ' ' --- I \, ; l'\ `\ \\ I\ -- ----- ,��f�SZd �S/ / /, I'- \, --DEPT_H=1 / / , / I ( I 1 I 1 \ \ \l / __ - - (PRES�6f�l/�D �/ - - - / / - /� �36 /,__- _ ----� / /IN /r / SF ` \ I /\ I I / / / / \ \_ \ ` \ \ / _ /- - _< - _ / / / / -r. - - ----' S -� I I / I / / / I - \ \ \ \ \ \ \ \ / / " -- / -. -= - / / _- yr/%/ / / _ -- �% , ///)/ / ) I I I 1 / / I / / / / / / / / I \ \ \ \ 1 \ \ \ // // / /�/i---- ,- 11 I \ 4,v �// _ _ ---- \ 1 I I ) I I / / / /// , / / I I 1 -- -- _ -- -\ \ \ \ \ \/' / /,' _ / - I I I / // / I I l 1 - - \ \ \ \ / / / / FcAIVI I I \ \ /^ \ \ \ \v/ / , - ' -54 _ - j- _ \ \ I I ` \ - - \\ \ 1 \ \ L\-� \ / �/ / gPN -'- / SB \ \ 1 I I I I I"2/ / I I \ I / -__ -' \ \ \ \ \ \ \ / / / ' / �- \ \ \\ '\ � _- � ` �,�y//f'C l\ ! // / // / /---_'_._-_ \ � `\ I I I I I 1 / I / / / I I I ( �� � I - - _ \\ \ I ` \ \ `\ \\ �' �/' /',' /r/ /' __-�_ \ \ \ --- -\ \ 1_� > / ) / / //" _- _ \ 1 I I 1 1 1 \ / l\ ` \ \ \ � t- _-__- -\ N. \ \ \ 11 / / , / _____ \ I/ � / / / / / ,' /I-' CD - \ \ 1, I 1 I I I I II/// \ t 1 / I \ ---- \ \\ \ \\ \ \ \ \\ \ \ \ \ \ \ - - _ _ WETLANDS ^ \ \ \ `I' d . `�/ / / I / / ' 198 , ' - - \ I I I I I I I I I / 1 I / I 1 \ / \ - - \ \ \ \ \ \ \ ` \ \ \ \ \ '-- \ / / / / / , ' ,' p5 L ,- --- I I I I I I I I / 1 1 I I 1 \ \ ____---- \ IN \illliiiO \ \i ¢� - 11 \ \ \ \ *� / / // // / ,' / p / DIAFLdrAPIA OP I I 1 I I I / / I I \ _ _ �� -- �� \ \ \ \ / / / / !I / / / _ S n� I I I I I I I / 11 /� r �\ \I - -- -- - - -- \\\\ \\ \\\ \\ \\ E�\ \-- --- �_ \ ��� �,L' / / / / 11 / / / / _ 197 - / `�6' I I I I I l / / I ( I I I \ �_ _____-- _-__ -III IN - \ \ \ \\ \ P,$3 , -- -\ \ ` ``I'J`�' / / / / / / / r 196 I I / / / I I I \ \ --_ _ \ _ - - _ -- \ \ \ \ \ \ \ IN\ \ N 11 _ I \ \ \ - � \ \ \ SCALE 1 "=30' / / I \ _ _q ! \ \ \ PORTION OF SITE TO BE RAISED \ \ \ \ \ \ \ \ // / , / / / / /�'� 99 " I / / I / / I , 'I \ \\ \ \ N _ _ - \ \ \ \ \ \ TO FINAL GRADE TO ALLOW FOR \ \ \ \ \ / / / / - _ _ - - / / / I ( I I I I \ \ ' - - - _ - - -� - \- \ \ \ \ - STORM PIPE INSTALLATION \ \ \ / / / / / 5 I / / i \ I _ _ i - _ _ - \ \ \ �\ - -\ \\\\\ \\t / / / / / / // // / i I. {,�---- (Q 527 I / 1 \ \ \ I 11 'I I \\- --__ \-----'�- -� - - SAN_ --- \ IN, IN \ \ \\ \ \-_ 0 30' 60' \\\\ - SF \ \ / / / / � A y ` , \ \ I I I I \ \ - - - - -_-'-----'_-' � \\ \ \ \ �� \ \ \ - Pam, / / / / / / /y / / / � � S3 1 \ / \ I \ \ \ _ - - - - - - - -\ \ \ \ -----------____=- -,,, , ;,,,,,,;,,� '� / / 00 1 �- / % I I ,1 , I ' 11 - - - - - - - \ - - - - - - _ - \ \\ \ \ \ \ EROSION CONTROL LEGEND CD // /r�r // , - - 53 / I \'I / I \ \\- -------------- -\\-\\ \ \\ \\ \ LIMITS OF CLEARING AND GRADING - / / I -' / � \ I \ I \ \ \-' - - - -- - -- \\ \ 11 \\ \ \ \-������� DRAINAGE DIVIDE - S� / / A / 566 _ 54 �/ I \ I '\ \\ \\ \ \ - _ _ - - - - - - - - _ - - - - � - \ \ \ \ \ \ \ \ \\ \Illlllllllllllllllllllllllllll= i i Illlllllllllllllllllllllllllll= SOIL AREA DIVIDE - \ -`, `\ \. \ \ ,* \ \ \ IN \ \ N. � \ \ \ ,I- \\� \ \ \. \ '\\\\A \ \ \ I \ \ -��' \ \\\\\\\N \\ \:\',\\. \ V 1 v 208 v 207 �,;����yvI 1. \ \ I \ / ,\\ • \ SF \ / 206 1 0A ` / I \\�:,\ \\\\\\ \ I o A / A�y1 1\� v I \ \ / / \\ . 1 N � .� 1 1 ,- \ \ / ,' ,11 1 1 1 \ \ / 1 \ "I,' / 1 I 1 1 t / I - I I I I- - - _ - - ' / / / / I , / 3e3 11 , 1 /-- -_-- 11 // I I I I /1// ,''1-1 I //// , / / I I // /--,'' 11�/ // I I I I 1' "'' / �' /, / / / / 1 I / // /_' / �, I'll // // // Iif , , / / .� 11/ 11/ // I 1 , 55' "I I / I // ,' S -' ' /' /' / /' / /' / / , / I/ ' / 11, / / / INSTALL STORM INLETS & PIPES /, ' /' / / TO CONVEY OFFSITE RUNOFF' ' �,/ / ,' (/ FROM THE "LOOP ROAD" / ' / � ' /' / /' -' / ' - / / / / - ' / ' / ' - / / / / / i / / , / / / / ' / /' / / / , / / / // 202 '/ - \ / \ \ \ 1 \ -\`-- _-------- -- -----_ - \ \ \ ` \ \ \ \ / / _ 1 \ 1 \ l - \ _ _ - - _ _ _ � \ _ ' - _ _ _ _ - - \ \ \ \ ` \ \ SAF SAF SAFETY FENCE 3.01 203 204 /" S45 / \ \\ \\ \ \I� - ---------\ \-- ---- --- - \ ` ` \ ((((, ))) 0 bl ,/ - _ \ - - \ \ \ \ CE CONSTRUCTION ENTRANCE 3.02 / / /' -I y I SEDIMENT BASIN TO BE EXPANDED TO ALLOW FOR - _ _ _ \ N_ .1 - - - \ - \ \ \ \ \ / TP / / / / / I ' / 55 I I / THE INSTALLATION OF STRUCTURE 194 AS SHOWN - _ _ - _ ` \ - _ - - - � - - - - \ \ \ \ \ \ \ \ \\ / ` I \ / \ _ _ _ \ \ _ _ - - \-- \ II \ \ \ \ \ \ \ \ \ SF SILT FENCE 3.05 \ \ \ 1 I - - \ --, / / /11 /_,- --_-\\ \ \ 555 \ '\ 1 1 1 --I\ `\ --__ - - \,--_- '-- -\ -\ \ \ \ \\ \ \ \ \ SSF SUPER SILT FENCE 3.05 -\ \ \ / --_ \ \ \ 1,---,\ / \ \ ��\ - \ \ I \ \ \ \ \ _ - / - \ \ \ \ \ \ \ \ \ \ \ \- \' \ / \ \ \ - \ \ \ \ \ / \ \ \ \ \ - - - - - _ \ / \ \ \ \ ` \ \ \ \ IP INLET PROTECTION 3.07 _ "-�\ \ 1\. _ \ \\ ,' \ I I I � \ \ \ \�------- _--- \ \\ -\ \\ \\ ` N\\ \ \ \ \ \\� ' ' / ' ' \ \ \ \ \ \ - \ / - 1 �\ '\ I\ I\ - \ \ \ \ \ \ \ \ \ \ ' - - _ _ _ _ _ _ _ _ _ ' \ \ - ,-1 \ \ \ \ `\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ CIP ® CULVERT INLET PROTECTION 3.08 IP ii \ \\/ /, \ \ I \ \\ \ \ \--- ---_------\ \ \ I\\ \ ` \ \ \ \ \ \ \ I,1/ �'/ \\ \ \\ - \, \ \ I \ \ \ \\ ` \---------- \,_- \`\ \ \ \ \ \ \ \ \ \ \ \\ DD DIVERSION DIKE 3.09 / ' - \ \ \ r \ \ \ \ - - \ * \ I -\" \ \ \ \ \ \ \ \ - - - \ \ \ \ \ \ \ \ \ \ \ 1 \ \ ST SEDIMENT TRAP 3.13 I / / \ \--- -\ ----- -\ 1 \ \ \ \ \\ \\ ------ ------ \ \ \ \\ \ \ \ \ \ \ \ \ \ iiii IN IN , (( )) AL / \ \ \ , \ \ -\ \ \ \ \ \\ \ \ _ _ _ - - _ - -� \ \ \ \ \ \ \ \ \ \ \ / /' \ \ / - - - _ * \ \ \ \ \ \ \ \ - - - - _ _ - - _ _ - - 1 \ \ \ \ \ \ \ \ \ \ \ SB SEDIMENT BASIN 3.14 / \ \ - - ** \ - \ \ \ \ \ \ \ \ _ - _ \ \ \ \ \ - \ \ \ \ \ \ \ SF \ \ \ _ - - , \ \ / - - - \ \ \ - \ \ I I _ _ - _ - - \ \ \ \ \ \ \ \ \ \ \ 11 _ - _ _ - - - \ / /\ \ - \ r\ \ \ \ \ \ \ \ \ \ ` \ OP OUTLET PROTECTION 3.18 (i,y\ \\ \-- , \ \ \ \ \ \ \------- z \ -) -- \ \\ �\ N \ �/ \> I\-\\ ' - - - � I \ / - - \ \ \ - \ \ \ \ \ - ' \ \ \ - , - _ \ \ \ \ 1 \ \ \ ` - RR RIPRAP 3.19 \ \ \ \ \ \ - \ \\ \ \ \\ \ \ \ \ I/ // --'--- \ -\ ' DRAINAGE\ \ \ \ \ \ \ \ __---- \ \\ \ \ \ \ \ \ \ \ \ O I / - \ � - - DIVIDE \, \ \ ` \ \ � \ - \ � ' - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ IN \ IN \ CD CHECK DAM 3.20 Io�.� - -- -0--) ----- 4r , 11 11 ,- --- I \1- -- - -I - \ \ i \ \ \ \ \ � - , \ \ \ \ \ \ \ \ \ \ \ \ N. l`llllN1; \ \ 8((:))) TEMPORARY SEEDING 3.31 \ - \ IN \ \ - - _ - - - - - \ \ \ \ \ \ \ \ \ \ \ \ S \ I 1- -\ \ _ - _ - - `\ \ \ \ -\- \ _ , , _ - - -� \ \ "1 \ \ \ \ \ \ \ \ \ \ \ �,5` PS PERMANENT SEEDING 3.32 I- / \ #-__ I \ \ \ \ \ \ - -__ - \ \ \ \ \ \ \ \ \ OIL PE:- / L-- \ \ \____-__-- - \\ \ \\ MU - - - - _ _ _ - \ \ \ - \ \ \ \ \ \ MULCHING 3.35 7 1,\\\ -\\ \\ \ \\ \\ \\\ \ - \\ `\ \\\ \ \ `\ \\ \\ \\ `\ \\ \ \ \ \ \ \ \ \ \ \ \ -- - _ \ \ \ \ \ \ \ ,\ \ \ `\ \ \ - - - - _ \ \ \ \ \ \ \ \ - \ \ \ \ \ \"\ \ \ \ \ \ 8-TP-TREE PRESERVATION FENCE 3.38 I _ - \ \ \ \ \ \ \ \ - - - - - _ _ \ \ \ \ \ \ \ \ I - __ _ �\ \ \ \4 \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ 3�4 - •570 J \ \ \ \ \ \ - ` \ y \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FDUST CONTROL 3.39 v ` v v -- v v - v v v v A v v v v \ 11 11 _ _ _ _ - - , , \ - _ \ \ \ \ \ \ - \ \ \ \ \ \ \ \ \ IN \ \ `\ \ c AREAS STEEPER THAN 3:1 TO BE - ' - - \ I41 , \ \ , - \ -\ \ \ \ \ \ \ \ - - - - _ _ - - - _ _ _ - \ 1"\ \ \ \ \ \ \ \ \ \ \. \ EM STABILIZED WITH STABILIZATION 3.36 3 5 \ - - _ \ - - - - - \ \ \ \ \ \ \ \ \ \ \ BLANKET 11-1 IN IN I / / - - - - - - - J - _ - \ \ \ - \ - - - - - \ \ \ \ - - - _ - - - - - - \ \ \ \ \ \ \ \ \ 11 \ \ \ \ ` \ \ . \ \ - - \ \ - \ \ \ \ \ \ \ * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER \ \ - _ - - -�,�-- \ \ \ \ \ rYH o Ii Lie. No, 31371 llh�l 02-14-20120 ;� ��,� rSIONAL M E 0 0 M U N (ji N c > E w °' E = Q � t 3 LL LL o Diu O c`o ,r 0' LY L M Qa J U 00 LuJ - u1 " d > p N U) N -z z� °1It O 3x oa ="t c = U > kD � a c Ln U,O N > M c- -ii CO J � � vi inif O _ (D M O 0-1 0 w > Lu _ U a z O > D O Z 0 �I1�-nI1�-n Lu Lu Lu z Z Z Z I--- Q o o w > > > 0 OO OO OO Z O aaam Q Q Q>w O H \ O N � "a DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 130' J I -I (� V / O N = Lu z U) O = I --I in_ F.- z Q J J a J CO < O _ z W 00 U W J = Q z Lu Lu J co J a 0 W �Lu = V / () 06 (f) z Q O Ill O O 0C U LU z W Q D JOB NO. 43266 SHEET NO. C3.6 0 c co O C 0 O m L 0 co O 2- =; Q m 0 N V) 2 0 c m L fn c m m n 0 m 0 3 c � a 50 -0Q� O CD CL 2Z 0)o f2 02 C >.� M o � 0 C (D M J) a o Z N oa) 2 L � x a) o w � 0 O n w 2 '3 0. > E Y fn 0 7 N X - a)o O U :52 a) N m r- O c `cO N E a U m 0 .2-0 .20 m -0 U O c w O . m m U -0 2 c N M N O C U m n o ch a) (D- IF-- L_ EROSION CONTROL LEGEND / / // / // ' // ,' ,' '� ,'% ///'/ �', /'/'i "-- J'_or// / ----5615 LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE / /, // , // / __-- — ______ -- — / / //h// // ' fl -530— — SOIL AREA DIVIDE - / / / ' / / / / / / ,' / / / /' / / / / / / / / / // ' / ' // / / - SAF SAF SAFETY FENCE 3.01 / / / 11 11/ i _ _ _ _ - _ _ 550 / — i i _ /11 / / / / / / _ / / / / / / / &T55 SLOPS CE CONSTRUCTION ENTRANCE 3.02 / /' / /' i' / / / , / / � / / / / / / / / - _' _ - = _ - _ _ _ / _ _ - — '/'G ES�6f�V�D '' / / J / / / / , �53� J / SF 0100 SILT FENCE 3.05 / /' / ,' / /' - _ ' , i / — - - _ SSF SUPER SILT FENCE 3.05 -5,40 IP INLET PROTECTION 3.07 / //_ ----- ---- -----_ -- \ \\\ CIP ® CULVERT INLET PROTECTION 3.08 / / \ / / /' / / /' //' / ~'- - ` / ' / / / J / - _ _ _ - _ _ ' _ _ _ _ _ - _ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ _ _ WETLANDolo�S - \ \ \ �' / / I / /' le DDpp,DIVERSION DIKE 3.09 ' ' r / / / � - , �0 STREAlbtBf/�FFEi?\ ST SEDIMENT TRAP 3.13 / / / / %� /' /� / f / ' / / / //, / / ,f / \` — — \ \ \ \ \ \ \ \ \ \ SDIL\T\Y�E: 560 SB SEDIMENT BASIN 3.14 J/ OP y y— -- '\ - \ .LF �v \ \ �QO STR AM\BUFF\EIS\ 5 OUTLET PROTECTION 3.18 �/� y y /01 iVVIRIzr�EN���V yy/yy — — RR RIPRAP 3.19y y y \ y y! // /' \ �/ i / /I \\ \ \ \ \ \\ \ \ \\ \ ____— _—_—_ CD CHECK DAM 3.20 -- �.1- TP TS TEMPORARY SEEDING 3.31 WyE'TLANd� ' _ _ _ _ - - - - _ TP - - I / 6 loll PERMANENT SEEDING 3.32 - - - - _ ' ' _ _ - - - - - - - \ � F 7.. �1(') --- — B/M PS -- _----------------------------- _ r __----, ----------------'---- MU MULCHING 3.35 / '///'� \ --------------'- _�/ / /---- - - - - -\�`~�:�\� / ,�'/ // SOIL------- / — - _/ /,'/�,, �L. = IP — — — — — — DC \ \ : PS \�;\, a TP TP TREE PRESERVATION FENCE 3.38 / _ _ _ _ — _ _ _ / / / _ — — — -�' „ „ \ — — \• / y � � � , / /� � � _ / 4 4 4 4 � \ \4„ I P � �\J�1� •�\ \� / / / i DC DUST CONTROL 3.39 TOTAL LIMITS OF - ' _ _ - - DISTURBANCE = 8.11 ACRESDC 10011011 AREAS STEEPER THAN 3:1 TO BE B/M STABILIZED WITH STABILIZATION 3.36 ' IP BLANKET �-- — - ;:�__ ____� /j� //s -4"W� S)� PS MU 573 — — �p \ \ \ 1 I 1 1 1 �j�� \ \ / / //' --_ - _ * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 75 _ _ _ - _ %" �� - _ —'� /% — \ \ \ 1 1 11 I I IP �-�--__ r � \ \ \ 1 1 1 I PS 1 1 , �!, I I iii I i i PS IP �\ I r^` \ \ 1 I 1 1 I 1 \ \ / I , / DC ' f=J SF - - - - �•� ,. / // V 1 I I I 1 1 I I I I I A pM IP / / // J , / � / // I � r� p \ \ 1 � / l l l � ' ' ' I O I I ' 1 / / /' 66• / ' /' / `-, ' / 4 iiil I III / / //�/ '/. 90 / //\\ \ \\\ 1 1 I I 1 11 1 / I 1 / Nilil1ill I / M U \ TP PS / , s \ 1 I 1 I / _ 6 / B/M �� :�_ \ \ / � \ I l I , / , / / PS All \\ \ o--------�---------- — it 11'/ Wl I P � /� IP I I I I I I I / / / / / \ \ _-�\ PS MU \ 1 I I I I I , / , , IP � \ \ - \ I I I I I I I / / �1j1 (��.. I P \ , I I I / Lu �� , I �.I ; OIL PE: /��-\\ \ I I 1 I 1� I I I I I I I I I I/ / / // / , / / �II�I;� W 1;j���l� -47 MU PS DC MU PS ---- SF i '' / / PS � \ \ \ �� \ \ \ I ! I I 1 I I 1 \ \ / / / / , / l 1II -0) ,I --1; / ' \' � - - - - -� �\ \\ \\ sip. \ \ \ I I I 1 1 I 1 1 1 1// / / // // �ca� 7 WI I! z _ 570- ,�'YI \ . \ \ \ \\ \ 1 I I I I I 1 I 1 1 \ I 1 / / / / / / 6 I IP '_ Q icNT�L D MU / / (1••,• I �\ \ _-_-_\. \\ `--- IP 1 I I II I I I III J I _---- II\\ \\� \ IP _ Illc;�l PS ` \ ,I'll, ----- TP PS MU --- -- \ I IP PS MU ci!\ I iij, DC MU PS \� \ \\\\\\ \\\ / \ I I I I I I I I I I I II I 1 11 11 III I / MU PS \\ \ \\ \\ \ / \ I I I I I I I I I I I I I I I I I I n' `Ps \ / / I I ► I I I I I I 1 I , I M (n ❑' D z M U - / 573 \, II \ \\ \\ \. SOIL �/YPE: / / I I I � � 1 1 , I I I I 1 I I / / ► � I ``-� - -- ' / ' ' ' ' ' ' I I ' I ` .r I I I DC ,1 � � \ PS / /' r 1 ► \ \\\\ \./ g�B / // // I I � I I I 11 I I I I I I I I ' � / // / // /I I I I �' 1iil� S PS I J I \ . I SSA / S� / I \ /' /' All i i r / / , I I / , / 61 1 1 \ B/M I s ( ( I \ \\ \ \ / / / / / 1 I I I I I �/ n111r I'-------- \ �Li ILI — — — I \ � \• \\ \ \ / / ,' / / / / / ,' / / /I / � I � (/ AI I II I I I DC MU PS oo _ — \ \ - - / / // , l / / l I I I I / °1 IP \ \ \ CE `SA6 PS 3 ' \ \` , / ' / I / 1 1 n l mu PS \ \ 577 — IP S77 572 I I i I/ PS Z -I- ---_ PS — _ I _ / ' 1 1 — 573 PS I 1 573 ,' / PS_ B/M - - - \ _ _ / I \ `\ \ --- ----- 57 - / / / / 7 / S \mmmr- 4 --- / �— 1 IP � -- --- -__--- i—�`� _ems - 1 / ' // / I / , / IP — — 580 � --- d d ---- -°- - - - - - -- -6N LOOP ' \ _ I \ � - - _ _ - ' ROAD IMPROVEMENT BY — — d • /d d • Al • d.. _w\ , „� _ OTHERS. SEE DRAWINGS IP - - - - - - - - - 'L — T \ -�- 1 —'1 11—� — — - — \ -\- \ w — TITLED "UVA RESEARCH - - - - - - - w - -� - sAN S SAN / / SIN sAN .a PARK LOOP ROAD" ---- - ---- ---- -- W -_ --- — cc: l I ► /I IP_ / / /W 578 IP 575 57-575 57b 7 - _ _ �Fo _ d d d \ \° �d 0, \ \ \I \ \ \570571572 574 -- l/ _ _ _ — — / �-- c— — _ ---- ---- —pco \\ \ \\_ IP // \ \ \ \ \ 568 569 / - - - - - , / o — _ \ \ \ _ - / 575 —575- Og3 STORM INLET WIG -_� �� I \ / /�\ - _-,_ ---__ / /' l l 1/ I / „_ , SCALE1-30 �\ 2.5'X2.5' z I , / \//-__\--------------------- r / / /c / ,_ -,-___\----_-- - �� -J a� \ \ , / -- 1 II �� 10/' / I / — _ _- - - - --- nrJ1 0 30' 60' 7TOPELEV.=572.56' INV. OUT=569.16 18 RCP — 580 � 1 , ` _ _ _ _ _ r }H O� Lie. No, 31371 02-14-2020" rSIONAL M E 0 0 � v N � N � >E Lu°' E ~ U 3 QLL 3 w Lo 0L L w O co ,--i d' LY L M Qa J U 00 LuJ — u1 H > p N C7W NI in 3x � OC ai LL C) = It c U jkD a c Ln rn O N >� M a � CO J vi D 0 0 H 0 w Lu a z 0 U) 0 �I �I Lu Lu Lu d Q o o w 0 c) c) c) Z 0 U) CL CL CL Q Q Q w W W W 0 171 F- ti a DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 130' J Q I —I U) O rr, w z U) O = � z Q J CO < O �z Lu Q O U w J I— = Q z w Lu J co G J a 0 Lu Lu i V / 06 C� z ^Q O O O 0C U "U z W D JOB NO. 43266 SHEET NO. C3.7 �a 50 -0Q� 00 2 z 0)O f2 0� T � m O C (D m U) a o Z n O ro 2 Q g x H m ow (D ' 0 Qw �0) Y fn � 2N X c m o O U L 2 � y m E� Uc m c �0 2-0 m z U O w o m U a M m (n � U) O C U m n o (� L c 0 Q m Q > n 2 d N M 0 N O N V N C 0 2 _o a- 1 / / I I I 1 / / l l / / / / / / / / / / / / % I I ( // / / // / / / / / / _ _ _ _ , / - -- \ ,/ - \� \ \ \ \ \ \ / / / / / / / / / / / / / / / I / / / 11 / _ `� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 11 \ \ \ \ \ / / / / / / / / / / // /////// /// / // )I // /� / / // \ , // _ - - -- ___------ - - -- --- \- -- �\ \\ \\\\\\\\\ \\\\ \ 1\ \ \\ \ \ \ \\ \ \\\\\\\ \ \\\\ \\ / I / / / / / / / / / / / / / / / / / // / _ - - / - / \ _ �� �\ _ � \ \ \ \ \ / / / / / / / / / I / / // _ - - � - - \ 1 \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ I / / 1 / / / / /// // ///// /// / , / / ' /' ---� --- __--- /------- -_-_ `'-\----- ` --'- �_� �- \\ \ \ \ \\ / / / / / \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / I I / / / / / / / . // / / / / / / /// / / - - / \ \ _ _ - - \ \ \ \ \ \\ \ -, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I / / 11 / / 1 / / / / / / / / / / / / / / - - - - -----_ ----_ -----\ --_ --_ -- -_ ,:� - \ \ \ \\ \\ \ \ \\ \ �\ \\ � \ \ \ \ \\ \\\\ \ \ \ 1 / 1 I / / / / / / / / / / / / � � - - - - - - - - - - - - - - - _ _ _ - - _ _ _ _ _ - _ \ \ \ \\ \ \ \ I 1 ' I I / / / I ( / // / / //// // // / ' / / / /' / //'/ // ,' //// //' - - - - - - _ _ -- i - - - � - - - _ _ - _ \ \\\\ \ \\ \ \\\ \ \ \ �\ �' - - _ \ \ \ \ \ / / _ _ _ \ \ \ \ \ \ \ \ \ \ \ \ I `1 I / / / / / / / / / / / // / / / _ _ _ \ \ \ \ \ \ \ \ \ \� \ \ \ \ \ \ \ \ \ I I ) ` I, I / / / // ///// / / j/ / // / /// / / // // / / - - -'- -- ----------`- _ ___ � � _ � -- \ \ \ \ \\ \\\\ \\\\\\\ \ \ \\ --- \ \ \ - \ \ \ \, \ \ / I I JI \ 7 I I / / / / / / / / / / , // / / / / / / /, / /// ' / - / ' - - - - - - - - - - - - - - - - - - - _ - ' - - - - - _ - \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ / _ _ _ _ _ \ \ \ \ \ \ / / / / C / - /- \ \ \ \ \ \ \ \\ \\ \ \ - \ \ 1 / / / / / / // / / / / - - _ \ \ \ \ \ \ \ \ \ \ \ I I I / / / / / / / / / / / / // // / , / / /- - - _ - - - - - - - - - - \ - - - - - - \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ l / / / - \ \ \ \ \ \ \ / I 1 I I I I 1 1 I/ / / / / /, // / / / / / ( i-�/ - - - - - - - - - - _ \ - - _ - - - - - - 11 \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \\ _ _ - \\ \ \ \ \ 1 I ' // / / / // / // // i _ \ __-- --_ \\ \\ \\\\ RR \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ 1-1 I 1 I \ \ \ I I I I I I I I I I / / / / / / / / / _- -- --- ------ ---- I - - -__ \ \ \ \ \ \ \ \ \\ \ \\\\ \ \ \ \ \ \ \\ \ �\ \\ \ -� I 1 1 I `', I I I I I I ► / / / / /// /� / / // / / /--___-----_- - -- \--- - - ---_ \ - \ \ \ \ \ \\ \ \ - I I I I I III11// //// //// / /// /// /' // / '/ ///�- � \ \ \ \ \\ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CAST IN PLACE \ \ I I I I \ r , I I I 1 I 1 1 /11 / / / / / / / / / / / / / - / _ - _ - - - - - _ _ _ ` ' \\ - - - - - - - _ - _ _ _ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ON RETE E D WALL - 1 V I 1 / / / / / / / / / \ \ - \ \ \ \ \ \ \ I \ \ 1 I 1 I I 1 \ 1 I I I I / I I I I I 1 / / / / / /I / / / / / / .-� / / / "", - \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 � \ \\\ \ \ \ I I \ \ 1 I I I I III I /I / I I / /i / / // / / / --_ - - --- - - \ \ \ \ 1 \ \ \ \ -- I I I I III III � / / / / / //) / / / / _ / / / / // / , /, _ - - - _ ' \ - - _ _ \ _ - _ _ \ _ � \ \ \ � � - \ \ \ \ \ \ \ \ \ \ \ \ \ I � I 1 I I I I II I 11 / I 1 / l / /, // / / / / // / / // -� , _ - � I \ I I I I I I I /// / / , /, \ \ \ \ I C / I \ \ \ \ I I � I I I III II I III/I / l I l l / / /// \ / / / / , // / / / _ - -- \\ \ \ \ \ \ \ \ I ` \ I ( / I I I 111 \\ \ \ \ \ \ \ \\ -- I 1 I I W I I I I I I III 1 1 1 I I l / / / /// / / / /' / / //' / / / /' / / / \ _ \ \ � \ \ \ \ \ \ \ \ \ \ I / l -\ 1 \ \ \ \ \ \ \ \ \ \ 1 / . I \\\\ /ice 1�\\\ I I I I I I I 1 / l / //, / / / / / / / \ � - - - � \ \ \ \ \ \ 1 1 \ \ \ \ \OP k I \ 1 \ \ \ \ I I III I / I I / / - / / / / / / / / � \ \ \ I ` \ \ \\ \ \ \ 1 \ \ \ \ I I \ \ 1 = I I I I I III I I I 1 / l l l l / � / /� /// / / / / / / / / / / / ` � � - � _ \ \ \ I \ - I I \ \ I I I I I III /// 11 / 1 / / / /// /// / / '/-4 / / / � / / / / _--- � - \ \ \ \ I I I \ \ \ I \ \ \ \� I I I 1 \ \ �\ \ \ \ 1 I I I / - - \ \ \ \ \ I 1 \ I 1 \ \ \ \ \ \ \ I I I I I I I I II I I I / /// /// / / / // -1 / / / / / / / / -- \ \ \ I I I I I I I _ I 11 1 1 I 1� \\ \ \ _- _--= I \ \ I I I I III I 1 / / ///// / / // l( //� ,' / / / l - \\ \ �- ( I I► I I I I I I\ \\\ \ \ \\ '_---\ \ 1 I I I I � I // / / � / \ \ � \ 1 \ \ \ \ \ I I I I I I I I l ///, / / l :// f/ / / / / l I I -_--- � - \ \ \ \ \ \ I \ \ \ \ \ \ 1 1 1 I I I I I I I I I III 1 I I I I I I I I I / / / � / /// / / , f-/ / / / I - - - - ` _ \ \ \\ \\ \ \\ \\ \\ \ I I I 1_ \ I () I 11 I I I I I I \ - _ \\\� \ \ � \ \\ \ W I I III / / // / / I / \ \ \ \ \ 1 I I I TP \ \ \ I I I I I I I I I I I I I I I I I I / // \ -/// / /' / / / 1 / / / / / / I I I I I I l' - - - - - \ \ ` , \ \ \ \ � \ \ \ / \ / - \ \ \ � 1 I I I I I I I \ \ \ \ \ \ \ \ \ � \ \ 1 I W I I I I I I I I I I I I I I I I I I I I / / // / , / / / / / / / / / / / - _ _ - _ ,- \ \ \ \ \ I 1 \ I I I I \ \ \ \ \ \ I I I I I 111 I I I / / �/ �, ,/ ,' / / /' / / / / / �'- -1 -� \ \\ \\ \\ \\ \ \ I \ \ \ I I I I I I SF \- \ \ \ \\\\\\ \ \ 1 \ \ \ \ I V, I I I I I I I I I I I I I \ // // // / / / / / \ \ \ \ 1 �\ \ 1 I I \ I I I - \\ \ \ \ I I I I I I / // \ \ \ \ \ \ I I I I I I I I I I I 1 (I I III I I I I I ' / / / / _ _ \ \ \ \ \ \ 1 \ \ \ I I I I \ _ \ \ \ 1�1' AV I RIPRAP \ \ \ 1 1 I I - / / / / / / / / / / / / / / / - - _ \ \ \ \ \ \ \ \ \ \ I \ I I 1 I I I - - \ CLASS 1\ 1 \ \ I I I I I I \ \ I i / / / / / / \ \ \ \ \ I I I I \ \ \ 1 I I I \ 1 1 1 I I I I I / / / \� \ \ \ I / - WIDTH 1= 25' I I I\ I II / / / / / / / / ! / \ \ I I I \ \ \ \ \ 1 \ \ I I I I I I I I I I ► I I II I 11111I I I ► /- -11 , / / / / - \ \ \ \ \ \ \ I \ - 1 / f / / , I --- \ \ W I I \ I 1 I I � � // / � � i 1 I 1 // 1 I I I I I Q' � WIDTH z= 2.75'\ \ \ \ \ I I I I I I I I I I I I I I I I / / .1 ' - - - / / / / / / / / / / / / / / , \ \ \ \ I . - - - , - _ \ \ LENGTH = 22' \ \ \ 1 I Z 1 I I I I I III III I ( / � / / - / / / / / / / / \ I / / / - - _ _ \ \ 'DEPTH = 2.0' \ \ \ \ I I \ 1 I I I - I I I I I I I I I I I I I 1 I / j / ' - - ' / / / ' / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ ( / I / I I / - - - _ - \ \ \ \ \ RIPRAP TO EXTEND TO THE EDGE \ \ \ \ \ I 1 1 I I I I \ 1 I I I I I 1 1 / / / / / - _ / / / / / / / / -7 \ \ \ ( \ \ \ \ \ I I \ \ \ \ \OF THE STREAM. E DETAIL ON I I \ I I I J I11 I I I I1 I Il�� �/ __-- -- / // //// / / / / / / --_-- �\ \ \ \ \ \ \ \ \ 1 \ \ I ------_ \ \ \ SHEETC3.1 \ \ \ \ \ I I I / / / / / / / / / / \ \ I \ \ \ \ \ \ 1 1 I / / I/l l//111l1// / /' _/ /, / ///10, / '/ // ' - -- \ \ \ 1 \\ \\ \ \ \ \, \\\1 11 /11---_-------�\\ \\\\\\ \ \\ \ \ \ /// I I I I I I I / / / / / / / //// //// / I// / / / / �` - - - - \ - - - - - - - \ \ \ / / l / / / / / // / I I / , � , / / / / / / / / / \ -S,q \ l / \ \ \ I _ _ _ \ \ \ \ \ \ \ _ I I I I 1 / / / / U , / // / /// ///III lI ,- /- - - - - -/ / // / // / // ,,/ .-I , / // �/ \ \ \- \ \ \\ \ I I I I I 1 I I / / / -_ \ \ \ \\ \ \ \ \ /1 \ I I 1 I / / / // / � /' / / ////, // /// ( /--' _ -- -- / / / - / / / / / / / ' - _ -\ _ \ \ ( \ I I I / / / - /--__ \ \ \ \ \\ \ \ \ \ \ - -\ \ 1 / / / / / / / // / // / / /// /I -, - - - / / / /' 10e/ 11 \ \ \\ \\ 1 \ 1 I\ \ \ 1 1 / / \ \\ \ \ \ \ \ \ /// / - - - - -- / / / / / / / / / /i / -- -_ \- \ \� S' /1/j \, \ I \ \ \ \ \ \ \, l / l I I L 11 / - _ �, \ \ \ \ 1 \ I \ - -\ \ / I / � / / / / ///////, -!',// h0 //I ( \I // ---/- //'/'/// /' / /- \\ `\ r, \ \ \ \ \ \ ,'l11,l \ -' / / ___ \ \ \ \ \ I I I \\ \ \\ I \ \ \ / / / / / / %// / / / \ -/ / / / / //// //, / - ' \ \ \ \ \\ \ \ \ \ \ \ SF \ I .i / / / - \ \ I I I ( \\ - �\ \\\\\ / / / / / / / / ) / / / / / / \ / - / / , / - \ \ \ � I - - / / / / � /, ///'//' /, // ////// /4j / / .' i / / / / / � // \ \ \ `s \ \ \ �Q 1 I I I I I \ \ I I I I I 1 I / � _ \ // ////// '/ / / /// / � - -- / // // // / /' \-- \ \ \ \ \ I \ , //// / -- I I / \ \ / / / / _ \ \ \ \ \ TP i I I I 1 \_ , \ \ I I I / � / / / '/ / / / / / / / / /hIV / / / / / \ 1 I I I I 1 \ \ / I / / - \ \ \ ,' / / / / / / / // /// //./ / / / ,/- '� - / // /// //// / 11/ / \ \ \ \ \ \ \ \ TP I I I I ' - , / \ \ \\ \\ I I I I I I I // /\ / -- \\-, / / , - - - / ////// / / / / / \ / / / / / , / / / \ \ \ \ \ \ \ I I I 1 I I 1 I 1 \ / , , _ - _ \ I I 1 \ / � / - - _ _ \ \ \\ \ / / - 0/ / % / / / / / - _ -/ /- / / / / / / / \ I \ I ► / / \ \ \ \ I I I 1 - \ - / ,� ", / // / /�'/ / // / / // // /` _ \, - _-�/ I 11/ / / / / / / / / / - \ \ \ \ \ \\ \ \ I I 1 I \ I I I I I / \ �' / \ \ I \ I I I \ \ \ \\\\-''------�-,\, \ ' / / // / / / - 1 --- / / / / / / � �� \ \ \ I \ \ \ 1 I I I I I I \ /' / ' /% )/ / / I / \\\\\- ' - \ / / / / / / / / / k /- - - - - - - - - ' / / - / / ' ' / / \ \\ \ / / ` I 1 \ \ ` 1 1 1 I \ \ \ \ / /' / / / / // , \ ( \ _ _' - _ / -----.-j / ////// ////%/ /// /// I � ---\ -__ __----__--' -- /- /' / ,/ / / '/ ' // / f \ \ \ l / I I I I I 1 1 I \I \ \ \ / �' / \ / / / \ \ \ I \ / --- - _ -� l -- / / // // ' / / // /, - v / / / / / / \ \ \ \ \ \\ I I 1 I I I \ \ \ / / // / I \ \ / -� -- ---- / / // 0/ / J / - - - / / /// ,' t \ � SF I I I I I I I I \ \ / \ 1 1 \ � \ 1 \ \ �' \ / // h/ ---- - / / / / � I I I I 1 1 / \ I \ \ 1 / / / / // D / / / / / - - - / ' / -14 / \ \ \ \ ( I I I I ► \ \ I �' / //) \ \ / 11 / / , / / / / / / / / / // / 1 //�j -530 - _ _ _ - - - _ - - - - - ' ' / / / / / / - / / PS \ \ \ \ �\ I- I 1 I I I 1 I I I I � ' - - / / \ \ \ 1 \\ \ \ \ _ _ / _ _ _ - __ __ _ - _ _-_ _ �� / /// / // //''/, / // I l r - - - - - J\ - - - - - _ _ - _ _ - - - - - / /// / /' PS \ \� I �T I I 1 I I I I I I 1 \ I \ \' /' i \ / I \ \ I I 1 I \ J - i � - ------- //'/'/// /////`3O/ / / /�Y ----"`_-------_- ,/ // // / / // \ I TOTAL LIMITS OF I I 1 \ \ I \, �, \ I I I I _�\ / -- / / ,- ' / , � \ // \� �1 \ \ I DISTURBANCE = 8.11 ACRES I I I I I \ \ -' I t \ \ I I \- _ _ " - _ f� / - - _ - - - / ' ,��'sZOP�S , / / / / / - - J " _ _ _ _ _ - - _ - - - - // / / i / \ �/ 1 I I ` 1 ( / / / I / / / / I I I I I 1\ \ ` _ - - -� -11 I \ ` I I \ \ \ \ \ / / - ' ' - - - -- ----- _ �'/-(PRE,SSf?V�Dr //I"'/ --' -- 1 /----___--- ---- -/ / / , - _ - - - _- �, / / l �- --' �53�-J-/----__- // /, / SF \ \ I\ I // I I / / / \�\ / / / I 1 \\ ' -- \ \ , 1 \ \ \ //''/- . -'ter -- / - �-�- - S _-/ \ I / 1 I \ \ \ / / / _ -� - - _ / / - / r `ii / - -- -� - _ / / ) / / \ \ I I I \ I \ / I / / / / / 1 / 1 \ \ \ ( \ \ / / , y / / ,', - - ! - _, / I / I I / / \ 1 / / / / / / / / / / --, \ \\ \ ` \ / �/ / ------'-- 1 \ /� \\ 4,v / -- q0�/- ---_ �`- � 1 I I I I / / / /// / I / \ \ \ \ \ \ \ \ \,' / / � - _ � - F�AM I I \ \ \v/ / - 4 - - / \ I \ I I ' / I - - ' ��- - - - \ 1 I\ / / // // / / I I 1 l 1 \ \ \ \ \ \ // /�/ � 11 / 535. \ /�>`\ / , /'-----�'-- - _� \ I I I I 1 � I / / - - - -- _ \\ \ \ / / / / - .�, _ \\ \\ II \\ � � \\ .I.\� 1/ 1( / / / ,' Sp`N --�- / _ -- -\ DRY POND \ \ \ I I I I / I F / I I I I t 1 / / - _-- - - - - -- / \ 11 \ 1 \ \ \\ \\ \ ` ,/ ,' / /' /�- _- \ \ \ L_ �, y/ /� \ / / / / / _ I I I I I I I I I / / 1\ I I ( `- I --- _ 1 \ \ 1 \ \ \ \ \ / , �/ / / / 111 \ \ \\ \ _ - - - - - - \\\ I/ � / / / / / 10, �,� I- PS \ I I I / / / \ / 1 / I \ - - - - - - \\ \ \ \ \ \ \\ \ \ \ \ \ _ _WETLANDS ^ \ \ \ I,1' `q/ / / I / / / � , - - - / \ P S I 1 I I I I I / 1 I I I � / \ - - \ \ \ \ \ \ \ \ \ \\ \ \\\\ ----1\ \ \ `I_,,T // / / / // ,/ ,/ y / I I I I I I I ///1 \1, I I I ; \\ \\--__------ \ \ \ \ \ \ \\ \ \\ \ 5St- \ ----\\ \\ \ \\ \v�/ / / // /////I/'/ y OP \ 1 I I I 111/ I \ ) I I I\ \ \ \`-'-- - - - -- -\\ \ \ \\ \ \ \\ \ \ \ \ \ ��� \� \ \ \ \ / / / / )I/ / / I I I I / I / / / /�i �\ I _ _ _ _ \ \ \ \ \ E`\ \\, �- \ ��\' .j / / / / / / /. I I I 1 I / / ( I I I \ �- _ -- \` \\ \\\\ \\\\ 3 \ \ - \ \ / / / / I / - 0.9' AVG DIA. RIPRAP I / / I I - - - _ - \ \ \ \ \ \ \ \ \kA / / / / / I _ CLASS Al. I I 1 I I \ \ N - - _ \ - \ \ \ \ _ - \ \ N \ \ ' - \ - \ \ \ \ \ \ \ `L� )�' / / / / / / , / \ / - - - WIDTH 1 9' I / / / / ( 1 I 1 1 \ \\ \ \ - - - _ _ \ \ \ \ \ \ \ L\y / / / / / WIDTH2=21' / // \ _ - \ \ \ \ \ \ \ \ - - \ � \ \ \ / / / / / / \I / LENGTH = 18' I / / I I 1 \ \ \ \ \ SAN -- ! ` - - - _ - \ \ \ \ \ \ \ \ \ ' - - - \ \ � \ \ \ \ \ / / / / / / � DEPTH = 1.0' I / / / \ I I 1 \ \ \ \ ti - - � _ \ \ \ \ \ \ SCALE 1 "=30' \\ \ 1\ \ \\\ \\\ / / / / / /' y0 - - - - , /, ( I I I I , \ \\ - - _ _� - - _ - - -� \\ \ \ \\ \ \ \ \ \- \ \ \ \ I'll \ \ \ / / / / / , iy I / - \ / / i \ 1 I I I I \ \ - i S,q _ \ \ \ \ \ 0 30' 60' \ \ \ �\ \\\\ \\1. / / / / , / // / I I I 1 \ \ 1 1 1 1 1 \- --__-------�' -- N \�\ \\ \ \ \ \ \ \ \ \\_ 53 1 \ \ I I I \ \ \\.,\,i �'1- 1 AAA` � \ ///-i /' / / />// / /z \ 0 I -- -- -- \ / \ \ I I \ \ - - \ m m ■ism , \ \ \ - -���l� \ „ \ , \ I P \�\.; -,; I I I I o PS / 1 I 11 \ 11 1. 1 1 1 / / PS \ \ I \ \ i 1 1 \ \ IP / 1 I I I //. I I I 1 / - - 1 I I I I /// -- ' // / 11 ' / / I I / - - 1 I / / / / / 11 / r / / /' 11 / / / / ' ' ' ' / / / / // 11 / PS // // // / , PS / / 6� /' / / . / / ' / ' ' / / / / / / / / / // / / , / / / / / ,h / / / / IP / I OPS DC 1co / / / ' / / - PS i 1\ i I ()1 I I\ \ \ \ \ ' - - _ , \ _ _ _ _ - - - - - _ , \ \ \\ \ \ \ \ \ EROSION CONTROL LEGEND * / I / I PS / I I_ I I \ \ ---- _-- � \ \ /(/ / _ _ / / TP / \ 535 1 \ 1 / 1 ( \ \ - - - - - - _ _ _ _ - - \ \ \ \ \ \ \ \ � � LIMITS OF CLEARING AND GRADING - ' / TP / / / / / \ ` \ ONCE THE SITE UP HILL FROM THE SEDIMENT BASIN -_ _ _ - - - _ _ \ \ \ \ \ \ \ \ \ \ \ \ - DRAINAGE DIVIDE - / / \ / ` I HAS BEEN STABILIZED AND APPROVED BY THE ESC - \ \ \ \ / / AT ,y55 / ' _ / I \ INSPECTOR, THE SEDIMENT BASIN CAN BE -- -- - - \ \ \ \ \ \ \ SOIL AREA DIVIDE - 1 ' - - - � \ 540 / \ \ \ CONVERTED TO THE DRY POND. REMOVE ALL - - - - - \ \ \ \ \ \ \ , ,.,*., /' r / / ' / ' -_ _ - � _ \ \ I \ l SEDIMENT BUILDING UP AND GRADE THE DRY POND _ \ - \ \ \ \ \ \ \ \ SAF SAF SAFETY FENCE 3.01 L,�x3,�\ / / 545 / )I \ \ \ - _ - \ \ \ \ \ *bN��\\\ / / / - - � / \ \ \ \ PER THE FINAL GRADING PLAN. REPLACE THE RISER - - , \ \ \ \ \ \ \ \ \ -\,C' / / I / / / ' ' - - - - - - \I I / \ ) \ \ STRUCTURE PER THE FINAL GRADING PLAN. \ - - - -- - \ \ \ , \ \ \ \ \ \ \ \ \ \\ \ \ \ CE CONSTRUCTION ENTRANCE 3.02 B/M ' / ' _ 550 I 1 / \ \ \ �.. - - \ \ \ \ \ \ \ �; �� PS TP \ \\ \\ \\ \ \ - _ _ _ \ - _ - - - \ \ - _ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ SF SILT FENCE 3.05 PS \\\1 Q _ \ \ \ \. ., \\ J\ / , r - / - - _ 555 1 \ \ \ - - \ \ \ \ � \ \ \ \ \ \,\r _ 1 _ 11 ,� \ \\ \ / / 60 \ \ _ SSF SUPER SILT FENCE 3.05 \� ��\. \\\ I i5 / -- \ \ \ \ I \ \� \ \ - ----- i --__ \ _ �� �\ \ \ \ \ �a��♦ �\ \ \�.� � / - J / - \ � - \ \\ \ /, / \ \ \ \\ ( `\ \ - - _ - - - / - - - - - - \�'' \ � ,- \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \ \ IP INLET PROTECTION 3.07 �4;ji\\1 \ / / \ \ I \ \ \ \ ------ -/ \ \ \ \ \ \ \ \ 0 `.vim\'\= �� \�. \. / \ \ \ I I I - \ \ _ - - - \ _ ' ' \ \ \ \ \ \ \ \ \ \ I \C< -N4\ ' - \ \ - \ \ \ 1 \ \ \ \ \ _ _ _ - - - - \ \ \ \ \ \ \ \\ \\ \ \ CIP CULVERT INLET PROTECTION 3.08 1\I11 - /' \ \ , \ �\ /�\ \ \ \ ` \ \ \ \ \\ ----- \-'-\ \\ \ \ \\ \\ \ \\ \ \\ \ \ \\ \ yip;r , ) - �/ \ \ \ -- \ \ I \ \ \ \ \ - - - - - - - - \ \ \ \ \ \ \ \ \ \ \ \ DD DIVERSION DIKE 3.09 H I ' / / \ \ \ \ \ \ - - ' \ \ \I I- ' \ \\ \\ \ \\ \\ \ \ \ \ - - - - - ' - ' \ - \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \ \I \\ ST SEDIMENT TRAP 3.13 I1I \ \ \ _ \ \ \ \ - - \ 11 / \\ ---- \ \ \ \ \ \ ----- --- - - -- -\ \\ \\ \\ \\ \ \ \ \\ \ \\ \ I / ,' \ \ / - _ \ \ \ \ \\ \ \ \ \ \ \ \ - - - - - - - _ - - - _ _ - ' I \ \ \ \ \ \ \ \ \\ \\ \\ \ \ SB SEDIMENT BASIN 3.14 111 / \ \ - \\ \ \ \ \ \ \ \ \ _--- \ \ \ \ \ \\ \ \ \ \ \ \ \ III / \\ ��- - - -- �\ \\ \ \ \ \ \ \ - - - -- \ - I \ \ \ \ \ \ I \ \ \ \ \ - � \- \ \ \ \ I - - - - - \ \ \ \ \ \ \\ \\ \ \ - - ' \ \ /\ \ \ \ \ \ \ \ \ \ \ \ ` \ (�) OUTLET PROTECTION 3.18 B/M , _ _ - '(D6 \ \\\ \ - -- / \I \ \\ \ \ \ \- - -- \ j \ -� - !\ \ \\ \\ t\\ -\ \ �) \, \\, \\ \ - ' \ \ \ \ \ \ \ - � /- _ \ \ \ \ \ \ � ' \ \ \ \ \ � RR RIPRAP 3.19 PS / \ I -- \ 1 1 \ \ \ \ - \ \\ \ \ \ - \ \ 1 - - - _ - \ \ \ \ \ \ \ \ \ \ \ - - - - _ \ 1-1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ 11 / / \ \ \ \ \ -\ \ \ S CHECK DAM 3.20 1r / \__---� \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ AL I, ► \ \ \ \ \ 11. /' \ \ \ I I \ \ \ \ - --- \ \ \ \ \ \ \ \ \ \ \ I -I \\----\ \\ \ \ \\ \ 1\ \\ \ \\ \\ \\---__---�\ \\ \ \\ \\ \\ \ \ \\ \ \ \ \ \ \\ TS TEMPORARY SEEDING 3.31 11 I- - \ \ \ \ \ \ 1 , \ -- -. \ \ \ \ \ \ \ 11 \ \ \ \ \ \ \ \ \ \ \ \\ '11 / \ \ \ \ \ \ - \ \ \ \ \ \ \ \ \ \ \ ' \ _ I _ _ \ \ \ \ \ \ - - _ - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ 11 \ ki5`\ PS PERMANENT SEEDING 3.32 - I- / \ - - - \ _ - - \ \ \ \ \ \ Nl \ \ \ - - - ' \ \ \ \ \ \ \ \ \ \ \ \ I - - -I - - - \ - - - \ \ \ \ \ \ \ \�,\ \ \ - _ - - - - - _ \ \ 1*1 \ \ \ \ \ \ \ 11 OIL PE:- /- / \-- \ \ \ \ \----_-- \ \\ \ \ \ \\ \ \ \ \\ ` \ \ MU �II -7 -\ \\\ \\ \\\ \ \\\ \\ \\ \ \ - \\\ \\ \\\ \\\ \ \\ \\ \\\ \\ \\ \\ \\ MULCHING 3.35 /1 I - 1 - - - - - \ \ \ \ \ \ \ \ \ \ \ \ � _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ IIA,I --_- -\ \ \ \ \ \ \ - _ - \ \ \ \ \ \ \ \ \ !I'1 \ \ \ \ \ \ \ �\ \ \ \ \ \\ TP TP TREE PRESERVATION FENCE 3.38 i111, --0)- I 1- - \ \ \\ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ I I I II > \ , \ \ \ \ \ \ \ \ \ \ \ - - _ - - - - - - _ _ \ \ \ \ \ \ \ \ \ \ Ij ! Z/ - •570J - \ \ \\ \\\ \ ,�\ \\ \ \\\ \\ \\ _---_ \\ \ \\ \\ \\ \\ \\ \ \ \ DC DUST CONTROL 3.39 1 \ \ \ - \ \ \ \ \ \ - - - - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 11 Nl I I _ _ _ _ -/ " - \ \ \ \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �� AREAS STEEPER THAN 3:1 TO BE Nil I - - - - - \\\ \ \ \ \ \ \ - \ \ \ \ \ \ \ \ - - _ , - - - - - _ _ - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ . \ B/M STABILIZED WITH STABILIZATION 3.36 NiI \ \ \ \ \ \ - - - - \ \ \ \ \ \ \ \ \ \ BLANKET I� I / I - \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ 4 / - - - - - - \- _ \\ \ \ � \ - - - - - \ \ \ \ \ \ \ , _ - - - - _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ \ \ \ \ - \ \ \ \ - \ \ \ \ \ \ \ \ \ \ * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER \ \ \ _ _ - _ \ ` \ \ \ \ \ \ \ \ \ rY i Op� 4 Lie. No. 31371 � 02-14-2020 lm S-1 ONAL � C�'/ M E O O M U cV � N c > E w °' E a. Q LL � 3 w o w Diu O c`o ,�-I d' LY = M Qa J U 00 a-J-u1 Lu H d > p N v) N -z Z H � � O 3x � OC ai w 0a ="t c U > O = a c Ln rn O N , M c- v CO J � H- vi O = (D O 0-1 H 0 w > Lu = U a z O > O �I�I� z Z Z Z d Q o o W � � � 0 c) c) c) Z m 0- 0- 0- , Q Q Q w 8 � � O a) 0) N w&�N 0 N " �a DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH 1 SCALE 30' J F--1 a- Vl O r,r, = w z U) O = I--1 0_ � z Q Q J J a J CO < O _ Z W o O U W -i L= Q z 1 Lu LI..� J cm J a 0 TW Lu = () 06 (f) z ^Q O f. - I. -I O O � U "U z W D JOB NO. 43266 SHEET NO. C3.8 0 co U C 0 m 3 0 Q Q m 0 0 0 m L fn m m Q c 0 m 0 3 0- 2 X 0-0 1-- � a � O o (, Z 00 og C T I-- m '~O C (D m U) a o Z N oa 2 a) ow 0 Qw a Y fn .0 7 N X c m o O U 2 a) N m 0 o 4o E -0 Uc m m �U � O c� w o m U a 2 c: N m � N O r- U m .E L_ 'Y i op—m� i 1 PROP. SWM FACILITIES Ln MANAGEMENT EASEMENT L6 co T / \ Sq \ N Cyi 20' ACSA EASEMENT (BY OTHERS - SEE PL NNt U SET WP02018(0091 U) N w T s / v2 � W y / w 'A y W w — ' yWW W U) DRY POND rw .v y . y y i y V / y y � � � L � � y 4"W 4" „W rMUr. rUDLit, DRAINAGE EASEMENT r ROADWAY DESIGN OTHERS ^^n� SEE PLANS TITLED "UVA RESEARCH PARK LOOP F�0�4D" ``JJ t � C2 11 O r:..j L1 PROP.ACSA WATERLINE EASEMENT PHYSICAL THERAPY COURTYARD PROPOSED REHABILITATION HOSPITAL FFE: 573.92 t� _1 �*�� ' •aiiii 11 m"��m " "mml II FUTURE PROPOSED II SAN LATERAL FOR FIRE STATION I � N U U � w w cn I cn w —w -- LL] w =- U) I U) w w — Z Z J J 2 2 U U 75 Q Q C � 0= lllffi&_�bl 'ACSA EASEMENT Y OTHERS - SEE PLAN I :T WP0201800091) SANITARY SEWER DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH PARK SEWER EXTENSION" ROADWAY DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH PARK LOOP ROAD" \ 20' ACSA EASEMENT (BY OTHERS - SEE PLAN SET WP0201800091) NOTES: 1. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING. ARCHITECT/ CONTRACTOR SHALL COORDINATE WITH FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. 2. CONTRACTOR SHALL COORDINATE WITH CHARLOTTESVILLE CITY GAS DEPT. ON THE TIMING AND INSTALLATION OF THE PROPOSED GAS LINE. GAS LINE TO BE INSTALLED ONCE SITE IS WITHIN 6 INCHES OF FINAL GRADE. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. , r.: CONCRETE SIDEWALK ® HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT � HARDSCAPE (SEE STRUCTURAL PLANS- S203) NPO 163 SCALE 1 "=60' NOR 0 60' 120' y Lie. No. 31371 02-14-2020 . ��5'InNAL M E O O O1 V N � N O Q O >E W E Q LL O LL L w O ro c� W M aJUcO WJ—u1 N D O N C 7 W N O �x < oJC W Oa =� U j Q �Lr) O rnN (3) M d � CO J �I �I z c o o p O O O U U U z www O a CL CL > 2 2 2 w W W W 0 ti O DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 " = 60' JOB NO. 43266 SHEET NO. C4.0 0 f Z, .N U 0 0 w 0 0 a o_ c m `o 0 co cu cu a a 0 3 L C � 0= lllffi&_�bl 'ACSA EASEMENT Y OTHERS - SEE PLAN I :T WP0201800091) SANITARY SEWER DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH PARK SEWER EXTENSION" ROADWAY DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH PARK LOOP ROAD" \ 20' ACSA EASEMENT (BY OTHERS - SEE PLAN SET WP0201800091) NOTES: 1. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING. ARCHITECT/ CONTRACTOR SHALL COORDINATE WITH FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. 2. CONTRACTOR SHALL COORDINATE WITH CHARLOTTESVILLE CITY GAS DEPT. ON THE TIMING AND INSTALLATION OF THE PROPOSED GAS LINE. GAS LINE TO BE INSTALLED ONCE SITE IS WITHIN 6 INCHES OF FINAL GRADE. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. , r.: CONCRETE SIDEWALK ® HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT � HARDSCAPE (SEE STRUCTURAL PLANS- S203) NPO 163 SCALE 1 "=60' NOR 0 60' 120' y Lie. No. 31371 02-14-2020 . ��5'InNAL M E O O O1 V N � N O Q O >E W E Q LL O LL L w O ro c� W M aJUcO WJ—u1 N D O N C 7 W N O �x < oJC W Oa =� U j Q �Lr) O rnN (3) M d � CO J �I �I z c o o p O O O U U U z www O a CL CL > 2 2 2 w W W W 0 ti O DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 " = 60' JOB NO. 43266 SHEET NO. C4.0 0 f Z, .N U 0 0 w 0 0 a o_ c m `o 0 co cu cu a a 0 3 L STORM PIPE TABLE STORM STRUCTURE TABLE �- , / \ \ UPSTREAM DOWNSTREAM STRUCTURE # TOP STRUCTURE HT DESCRIPTION STRUCTURE # TOP STRUCTURE HT DESCRIPTION STRUCTURE # TOP STRUCTURE HT DESCRIPTION - - - - - PIPE # DIA FROM - TO SLOPE LENGTH DESCRIPTION - - - - - - - _ \ \ INVERT INVERT 22 567.90 1.79' DI-3C 8 ft Throat 216 571.00 7.28' DI-3B 8 ft Throat 610 573.32 5.21' 12" Basin - Dome Grate 218 571.73 7.61' DI-3B 8 ft Throat 612 573.32 4.44' 12" Basin - Dome Grate \ \ / y / - - - - - - - - - / EX18 18" 22 - 310 566.11 566.40 -1.00% 29.29 LF 18 inch RCP 100 486.83 8.34' EW-1 - Precast 101 30" 102 - 100 484.17 484.00 1.00% 16.96 LF 30" HDPE _ - - - - - - - - - 102 489.23 5 22' Manhole MH-1 220 574 25 8 05' DI-3B 8 ft Throat 704 573 62 4 17' Cleanout - '- \ 103 21" 104 - 102 491.50 484.27 9.13% 79.21 LF HDPE Pipe 104 499.43 8.10' Manhole MH-1 222 575.39 7.95' Manhole MH-1 802 572.32 7.69' DI-3B 8 ft Throat - \`lSSS� \ \ 105 21" 106 - 104 506.00 493.37 10.00% 126.30 LF HDPE Pipe 106 523.72 17.89' Manhole MH-1 224 579.50 11.14' Manhole MH-1 804 572.32 7.48' DI-313 8 ft Throat \ 107 21" 108 - 106 517.01 507.79 9.00% 102.47 LF HDPE Pipe TA4P#-32-18 108 535.95 19.11' Manhole MH-1 302 572.27 11.42' DI-3B 4 ft Throat 806 570.61 4.77' 24" Basin -Dome Grate RS/TY OF / P TP 109 21" 110 - 108 521.00 517.11 4.31% 90.20 LF HDPE Pipe 60" CONC. RISER 304 572.91 10.43' DI-313 FP Left 808 573.69 4.41' Cleanout T /ON \ \ \\ 110 523.00 2.58' WITH TRASH RACK 3 5- - - \ 195 36" 196 - 194 531.04 527.00 12.94% 31.23 LF HDPE Pipe 306 571.36 7.76' DI-3C 6 ft Throat 810 573.78 6.17' Cleanout _2635P-G. 454 194 530.69 ???' ES-1 for 12-36 inch Pipes (Outlet) 1802 PL -682 - - - - - - - - \ 197 36" 198 - 196 538.75 533.19 6.79% 81.84 LF HDPE Pipe 308 571.58 7.00' 24" Basin -Dome Grate 812 573.65 4.28' Cleanout ° ' " 196 540.00 8.95' Manhole MH-1 (60" Dia.) CRES (ADJUSTED) 310 571.72 5.8724x24" VDOT DI-1 � � 199 36" 200 - 198 540.07 538.75 2.00 /0 66.18 LF HDPE Pipe 198 546.36 7.62' Manhole MH-1 (60" Dia.) 201 36" 202 - 200 541.08 540.07 1.92% 52.60 LF HDPE Pipe 316 572.52 6.11' 18" Basin - Dome Grate 203 36" 204 - 202 543.04 541.88 7.20% 16.13 LF HDPE Pipe 200 553.17 13.10' Manhole MH-1 (60" Dia.) 318 573.82 4.28' Cleanout - - - - _ 202 549.73 8.64' Manhole MH-1 (60" Dia.) 402 572.97 6.68' 24" Basin - Dome Grate - y / / - - - - - - - - - - \ \ 205 36" 206 - 204 548.44 547.10 5.59% 24.07 LF HDPE Pipe 204 554.77 11.73' Manhole MH-1 (60" Dia.) 502 573.87 5.92' Cleanout 207 36" 208 - 206 559.15 557.87 8.70% 14.68 LF HDPE Pipe 206 564.48 16.20' Manhole MH-1 (60" Dia.) 602 570.85 6.48' 15" Basin - Dome Grate 209 36" 210 - 208 561.05 560.19 0.50% 171.28 LF HDPE Pipe 1 208 571.51 12.53' DI-3C 8 ft Throat 604 573.89 7.77' 15" Basin -Dome Grate 211 36" 212 - 210 562.12 561.15 0.62% 156.36 LF HDPE Pipe 210 572.29 11.24' Manhole MH-1 (60" Dia.) 606 573.52 7.19' 15" Basin -Dome Grate 213 30" 214 - 212 563.22 562.22 0.50% 199.00 LF HDPE Pipe 212 569.99 7.87' DI-3C 6 ft Throat 608 573.52 4.59' 12" Basin -Dome Grate 215 30" 216 - 214 563.72 563.32 0.76% 52.74 LF HDPE Pipe 213 214 571.28 8.06' DI-3C 8 ft Throat 217 24" 218 - 216 564.12 563.82 0.75% 39.93 LF HDPE Pipe - - ' - - - ------ - 219 24" 220 - 218 566.20 564.22 1.50% 132.11 LF HDPE Pipe 221 24" 222 - 220 567.44 566.30 1.50% 75.88 LF HDPE Pipe / / _ _ / ^ ! _ _ - - - - % - ' _ - ; - - - - - - _ _ _ IN, Iq N P� 83 SCALE 1 "=20' 0 20' 40' TP 4"W - ry i O y Lie. No. 31371 02-14-2020 A ��'S'InNAL M E O C) rn � N � N � > E °� E w ~ U 3 clii w 0 W W W rLa Uu. wJ O a > o N OU O O OO CD W M z~ x 3 x O U cn Z Z Z � w oa �� o Ucoo U U N N U 2!� Ln < - a - CL CL p N ; Q Q Q Lu CO J k.0 H ui M O CD M O 0 o >LU U �N \ Z O O DATE cn M 51612019 O DRAWN BY Z. DAHL / / / / . \ \ o- DESIGNED BY A. ALLISON 605 15" 606-604 566.53 566.24 1.00% 28.58 LF Ductile Iron Pipe ° \ Q \\\ t �O�J� - = _ _ _590 �� // / (51. \ \ \ 604 r • CHECKED BY 607 8" 608-606 568.98 568.42 1.00% 55.67 LF 8" HDPE \ \ \ _ \ \ \ - DOWNSPOUT (TYP. 609 12" 610 - 606 568.17 566.63 1.00% 154.22 LF 12" HDPE \ \ - _ - - _ _$% - _ _ - - - • J. HASH �Q /5�9 - _ _ 3 \ \ \ \ \ \ 605 CLEANOUT (TYP.) / _ _ _ • • 611 12" 612 - 610 568.98 568.27 1.00% 71.25 LF 12" HDPE / / \\ \ �\\ 21_9 - --� � � ?; \ \ SCALE \ - 'o \ 701 6" - 566.53 563.66 9.50% 30.15 LF HDPE Pipe // / I 111 II II II /� \ \ I 5�� _ _ _ _ _ _ _ � 81 - - - - - - - - - - CLEANOUT (TY�.) \ \ \\\ 606 - � 1 " 20 703 6" 704 - 569.45 566.53 9.50% 30.75 LF HDPE Pipe / / / / / I 5��6 $'4220 • / / 51 I 801 18" 802 - 218 564.63 564.22 0.75% 54.65 LF HDPE Pipe � / , / \ L0 J _ _ _ I • 803 18" 804 - 802 564.84 564.73 0.75% 14.62 LF HDPE Pipe , _ I oo �- \ r \ \ \ \ v ° Q 1�3v 805 12" 806 - 804 565.94 564.94 0.75% 132.76 LF 12" HDPE / \ o 21 PUBLIC DRAINAGE -\1 o \ \ \ \ \ \ \ / \ j ° // \ \ EASEMENT 801 v \ \ \ \ \ \/ WNSPOUT (TYP.) a ° ° v ° \CL ~^� 807 6" 808 - 806 569.28 566.44 4.00 /° 71.05 LF HDPE Pipe M l \ \ \ \ _ I ' / gLEANOUT (TYP.) r v ° a ° a 809 12" 810- 567.82 565.32 4.90% 51.12 LF HDPE Pipe / / / ' 1 \ \ \ \ / / 607 811 12" 812 - 810 569.47 567.92 2.00%F77.48 LF HDPE Pipe / / / / / / I o / 11 \ \ \ \ \ \ \ \ - - - - - ° \ �. \ \ / Q� S V \ 222 / / \ \ _ TP / \ _-_--224 \ \ \ \ \ di 223 ao / \ _ L / _-_-_-------- � \ � -573 223 24" 224 - 222 568.36 567.54 1.54% 53.41 LF HDPE Pipe - - - - - - - - I 301 24" 302 - 208 560.85 560.20 1.00% 65.47 LF HDPE Pipe / / / / _ _ �' ! _ _ _ _ _ _ _ _ ; ; , -5g5 _ _ - - ; ; - _ _ \ \ - �, 1 v \ 303 18" 304 - 302 562.48 560.95 1.00% 152.49 LF 24 18" HDPE- 305 18" 306 - 304 563.60 562.58 1.00% 1-- LF 18" HDPE _- - -_ _ - - _ - - - - _ - - I I I I - -I L - IT1 Ell 307 18" 308 - 306 564.75 563.70 1.00% 105.01 LF 18" HDPE 309 18" 310 - 308 566.01 564.85 1.00% 116.50 LF 18" HDPE 315 12" 316 - 304 566.51 565.48 1.04% 99.43 LF 12" HDPE ' / ' / / / / / / / / / / / ' _ - _ L _ / LO 317 6" 318 - 316 569.59 567.01 4.00% 64.43 LF 6" HDPE- 401 12" 402 - 208 566.40 564.50 2.56% 74.15 LF 12" HDPE CLEANOUT (TYP.) \ v - ° 501 8" 502 - 210 568.00 565.34 5.70% 46.65 LF HDPE Pipe 4J/ / / / / / / I I I I I I 601 12" 602 - 212 564.47 563.19 3.00% 42.83 LF HDPE Pipe / / / / I I I I I I I I I I / 5� $)2 / / // // 216\ I I / 3 $ vr' 1lo 603 15" 604 - 602 566.24 565.33 1.00% 91.08 LF 15" HDPE / / r / / I \ \ I \ F � / _ - ' � / ' � / ' / ' / / / / Q / ( / 1 802 _ \ \ s� 803 \ \ \ \ \ \ \ \ \ \ 608 U \ ° O G) \ \ \ \ ~ a \\\ w \\ Q \ w- J 810 00 I \ \ rnL �^ ------------ - - - � - - / \ \ ` \ V J I -I LU \ - - � \ / / / 809 \ \ \ \ \ \ LU W 6"PVC z \ co LO I N 00 \ co - co LO 00 \ S 0PROAD \ \ \ \ W ` \ w \ \ \ ° ° Wd ' / / \ \ \ '\ \ \ U^ 1% SL Z z H , � / / / ' \\\ `561 \\� \\ \ V \\ I W O Q / / \^M \ \\ \\ \ \\ \\ \\ w 805 \ \ II \ \ \ \ Z / Z Q - / I \ \ J / LU 573 - / LU -� -- - II II \ \\ \\\ J m (D L \ \ \ \ / 6" PVC ROOFLEA ER CLEANOUT (TYP.) \ / 1 % SLOPE MIN (TYP.) �- - - - - - - / \ \\ \\ \ _ \ ` / / / / v , \ EANOLIT (TYP.) 808 573 577- - - - - - - - a 85 574 $77 807 572 // _ r U LU / 1 I I dLP d i _ G G d d a v c� ° d _ _ G G �G / JOB NO. 43266 _ - _ _ W _--------------- - --- SAN SHEET NO. W_ _ _ - - - - - \ \ \ •o•o•o _ - - - - - W _ _ _ _ - - - _ _ _ ---- - - ----------------- - - - - 580 _ ------ -- - -_____ RO�__�IMPROVEMEIC50 / / / I S�� I / / 6 c Z' U C 0 O w m 0 O a a `o a d 0 co m If m n .o 0 0 3 c �a �o o 0 CU) z O O c 2 T � (o O -0 c Co N 0-o c z N o� 2 n �X �x a) a� -c = 0 a� o .3 a Y U7 �p 7 N Q)o d 5 E m c w 0 O O N E � 0 0 � m -00 .� co 5"U -0 O c Wo w. Co 0 2 c N �o c U (6 CL O d H E L 3e 200 - 5' ' / Lie. No, 31371 / z I , ' �,� 02-14-2020 O 209 �S \' /' ' ' - `SS'I ONAL�� 212 ?10 Lu 601 W 4„W _ 4"W 4"W \ � 4 W \ \ \ \��' 208 W o PU LIC DRAINAGE\ 501 \ \\ 'EAS�MENT \ \ I I I \ / U^ _ Q o Lu ui vv 213 \ \ \ I I I I \ 401 / / / w Q LL cn cn cn Lu LL (a Z Z Z 603 °oa a ° — _ _— — a °V ` ° \ I 1 / Lu r-'� ill ill ill \ a 502 a v 1 ° a / / , / Q W U co LL] Ll o aoN OU OU OU \ 7 \ vi cv a \ v \ S>� 573 — SRO L'ROP. PUBLIC \\ z �Lu U 00 \ — \ \ \ \ 1 1 \ 1 I 1 1 1 \ / ' /' / ' / JDRAINAGE EASEMENT \, O cn x � Z Z Z — \ \ \ \ \ \ 1 1 \ Lu 000 UUU vp 402 U a a _ \\ •° F— °—� — _ \\ \\ \ \ \ II 1 1 I 1 I I I I I I 1 \- - - - _ - %' / / 303 \ \ $ rm > \ a \° \ \ \ I I 1 I I I I \ \ Lu m� LEI b \ \ I I I I ,, / \_-_ L M ti ti \ ° _-__ \\ \ \ \ \\ I II 1 1 I I I I I I I I I I ' / ' ' / \\ co-1 W W W \ v� \ \ \\ \ I I 1 I I I I I I I I I I /- //' �// / / /' / \ C) Lu �C4C4 - \\ \\ � \\ \I II 1 II 1 I I I I I I I I I // ,-__,-'//' / /a a / / !/ \\ Lf) (D ANOUT (TYP.) \ \ \ \ I I / I I I I i' I \ I I I / / I I I 1 1' / l / ��' S , // ,' ,� / o 0 If I / Lu vp IN, It 604 r— - - - - - \ 6" PVC ROOFLEADER I � II II 11 /I /I /I � // I // / / / / //'' / / /� I ,_ \ \ - - - ' � o \ \ \ \ \ \ DOWNSPOUT (TYP.) \ 1 % SLOPE MIN (TYP.) II % /I ,l i Il /l /l / % /l /l /l ( i / / / / /' / / / / / / / ! /' / / ' I \ \ \ \ I \ cn DATE \ \ \ 605 CLEANOUT (TYP.) I 1 I / I I I l /l I / /' ,' , / /' / /' / ' , , / . _ - - - \\ / \ � 5/6/2019 / / 1 I I , / , / / , / / \ 0 ,l / / / / !/ 60/ ! I � \\ r DRAWN BY UT (TY�.) \ \ \ 606 — \ \ I I I I / , I I I I I I ✓ ' ' ' cn / \ - -Z. DAHL - - I / I D / ' / DESIGNED BY 609 a\ \ 1 I 610'� \\\\ '/'\ • ° \ i I I I I ' / / / I / 1 - ' \ • A. ALLISON �\ I °a °'`\ \� °v\ I I \�I I I I I I I I I I/ ,' / / I a \ ° I I I I I I r / PUBLIC D INAGE CHECKED BY / \ - - - a ° \ \ I I I I I I I % / ' ' EAS ENT \ \ J _ • \ P�OW/NSPOUT (TYP.) ° ° a \ \ \\ 1 a I , I I / h I I I I I I /' ,' ,' / / / , I \ ` • J. HASH I � \ 1 ' / CLEANOUT (TYP.) I 1IvI�1 \ I I I I �- \ ••SCALE 607 • 1„=20' -570— \ \ � � \ \ \ \ a a a ° �a a \ I II I 11 I I 11 1 \\ 1 1 \/ / / � / � °a / I ,' ^�'j I �� /I r - � \ • Z /-I I I I I I 1 316 304 _� ,Q 608 ° ° \ \ \ I I I I I II 1 I 1 b I '1 315 CLEANOUT (TYP.) I I 1 \ 1 I 1 I \ I 1 1 \ \ I DOWNSPOUT J4.) I I 612 1 I 1 1 1\ \ \\ I I / 317- \ \ \ \ \ y y \ \ \\\ \\ \\ _ 1 I I I I I I I I I I 1 I 1 11 II I I / ' / // /' ,' / ' • ' U) L \ \ \ \ \ \ 6" PVC ROOFL� ) ADER I I I I I I I I I I I II I I 11 1 I ' L / ' ' ' '' '' Z 1%SLOPE MIN TYP. \ \ O \ \ \ \ I I I I ' I I I I I I I ► I 1 / / _\ �\\ I --I °o CLEANOUT (TYP.) 305 \ \ \ \ I I I I I I I I I I\ Q z /°° I DOWNSPOUT (TYP.) ' ^ Lu/' / \ Sys _ \ \ IJ-I I 1 \ \ uJ / /r I I / ' / ' I I I II I / / / I I , rn \ I V '• Q Lu z CLEANOUT (TYP.) \ \ / / / ,' / I / ► , I I I I , I I / ' , - _ / _ , U �/'' / I ` ` Lu J C) 808 \\\\ VJ \ �r/ /' // /l/ 11 11 /ll I I I I / / ' / / a 306 ---r-----_____�- Z < / \ ' / / l l I I / / , / / 1 I �\ W rn 573 / / � _ W / / / // / / / 1 I I ' I / i' �/ 7 1-----__-_ J m V Lo W �v'' '' 11 l I 1 I ' I ' ' 'Lo 807 572 � I I I , / / S) - - - -__ w 0 W f ! / I/ I // / � I I I I / / 308 �' 2 I \ \ _ - � L.L / I l ' / 573 ------ rn 3 / a Z_ - - - - - - - r^ -572 NOW-- J 574 G - / \/ /, / S) a G / ' ,'_--/f= -- — —/ ,' / / ' / d d / // --————— — — — — —- O NEW / / , ° 5 / ° ° ° a ° ° d \ / ✓ I ° al d °� / ° ° d / ° A ° d °dd aid ° a / ° ' ° d/ ' S ° / oe°— a d// - v I / ' Lu 1 1 /---------------• Af� N SAN-10— � / - — — — \ — —• — — — / SAN ,' S/AN - -_ - - - _ , \ ROAD IMPROVEMENT BY •• SAN SA - W -- — w OTHERS. SEE DRAWINGS TITLED "UVA RESEARCH ` i Il I— —_ W / — — PARK LOOP ROAD�� o —UFO— G!_ °d -a °°— ---- e / /' \ \ \ \ \ _� —� / \ \\ \ / / / d ° / l °/ d ° B �/ ' ° / / NP JOB NO. ° ° \ d d _ ------ _ d ° d \ \ °\ \ \ \° \ d _ a _ _ _ _ - $70 a I d ° \ \\ \ ° ° d / / l l l l /' /' ,'' SCALE 1 "-20' 43266 ---------------- FO------ -- --- --- _ - - _ ' \ — J \ \ I NOR SHEET NO - - _ z - - - ---- - / / / / / / �% C5.1 TP P TP TP 56 _ 568 567 566— 570 569 —' 0 f Z' U N 0 w 0 0 a a m `o 0 0 co co cu a `o m 0 3 L c O a N Q a r` M O N O N V N C O 0 a tl / / , / \ PROP. SWM FACILITIES \ /� / / / / / / , / MANAGEMENT \ \ \ \ - - / / / / ' / / EASEMENT �i �/ , / / '' ———— — — — —— 545 53 SN CENT,ERLIN�7 O \ ► I \ \ \ / / i 0 \ \\\\\\\ \\\ \\\ \\ \\\ \\\ \ \\\ WETLANDS \\\ \\ / // / , / I//' / / �U / di 196 9 / \ �N.198 \ \ \ \ \ \ \ \ \ \ \ ;;;:::z— �'`' \ \a / / / / / 0.9' AVG DIA. RIPRAP I F 1 / CLASS Al I WIDTH 1 = 9' I I PROP. PUBLIC \ I56� � DRAINAGE EASEMENT LENGTH = 18' s \\ \- DEPTH=1.0' `O / 527 530 / / / I / / I I I P I \\ I 531 532 \ \ 549 548 / , / II/ /cn I / �,p 533 \ I 552 551 550 / / / / / / / / z \ / \ 53 4 554 553 / , / II D �Q \ 535 555 / / /� / \ 536 557 556 01 200 537 =G558 / I 538 \ \ I \ \ \ \ \ \ PU�LIC \ DRAINAGE\ \ I \ \ 'EASEMENT \ \ I I I \ \ \ I cr cro 41,�/ \ \\ I / 401 / I a v / / 2 1 \ ala v l / i / 1 \ V - \ I 1 ► 1 \ 1 I I I \ 402 3( I I ► 1 I I I I I I I I I I ,,-'// / / / I I► I I � I I I I I 1 / / / , —y-- I I / 1 loll l000l ' / u cc / 1 I I I I I ✓ , , // / PUBLIC D INAGE / EAS ENT, T\ v / 54051 l \ \ \ 542 \ I \ 544 E 545 546 47 \ 549 550 551 53 55 —M \ I \ \ \ \ \ \\ \ 55 610, \ U - \ \ WLLI 1 1 \ \ \ \ PROP. PUBLIC Lu \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I DRAINAGE EASEMENT W \ I \ \ \ \ VJ `\ \ I / W \ \ I \ \\ \ \ \ \\ \\ vi cn >/ I / \ i SCALE1"=20' NOR \ \ \ \\ \ \ \\ \ \\ \ \\ \\ 0 20' 40' \ rV i O y Lie. No. 31371 02-14-2020 � �I ONAL M E o O rn � N � > E Luuj 6E QH cli 3 LL 0 LL O w O ro c� W M a J U co Lu — u) N C D Lu X O C) w = � c U j Ln a c `^ rn Ocn N (3) M a� CO J k.0 F �I �I Z OOoo U 0 coo O W W W > Lu Lu Ln W W W 0 � O DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 /O/ J Q I --I V) O Z z O I --I ~ z Q Q J a W > Q Q�z W ° < w C) J J W v ,^ m Qaz TW p i rrV^^/ ID V) Q O U z W JOB NO. 43266 SHEET NO. C5.2 L - - - - - - - - _ - - - - - _ - - - - - _ — — — — —_ -- N el _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CAST IN PLACE \ \ \ �,_--------- — ---- \\`— �\ \ \\ ` \\ \\ \ \\ \\ \ \\\ \ \ \ \ ` \\ \ \ \ \ \ \ \ \ \ \ \ CONCRETE END WALL \\\\ \ 100 r-■ / /',' /' ,' /N 101102 V LU \, / / // / / / I / ► _— — — —— — —_ \\ \ \ \ \ \ \ \ \ 1 I I �_ \ \ \ \ \ I I I I d CQ \ \ \ RIPRAP / LU \ \\ \\ \ \1 \ \1 I ! 1 I I I I I I I / \ \ \ CLASS I _ Q DI 104 i \ 1.1 AV A> \ \ \WIDTH 1=,�.25' \ \ \ \ \ \ W / / - _ \ \ � c � \ I % / / \ \ \ \ WIDTH 2 = 275 \\ \ _ _ , , \ \ \ LENGTH = 22 \ ` . L _ \ \ \ \ \ RIPRAP TO EXT ND TO THE EDGE / /' /' / / / J' ,' / / _ _ \ \ , \ \ \ \ \ \ \ \ I \ \ \ \ \ 1 \ \ \ \ I I I /✓ ` — — — — \ \ \ \ \ \ \ \ OF THE STREAM.'SEE D AIL bN co \ \ \ \ SHEET C3.1 \ \ C) ' / /'' - - S'qN \ \ \ \ \ \ 1 1 ) I ` \ \ \ \ \ 1 \ \ \ \ \ / I _ " - - _ - - - - - - 106) PROP. SWM FACILITIES \ \ \ 1 I I I I 1 I \ \ - - ' \ \ \ \ \ 1 ► I I \ \ \ \ \ ,', _ ' - _ _ _ _ \ \ MANAGEMENT \ \ EASEMENT \ \ \ 107 /\ — �'/ 109 ,-- 0.9' AVG DIA. RIPRAP CLASS Al WIDTH 1 = 9' WIDTH 2 = 21' LENGTH = 18' DEPTH = 1.0' 55 547 �541- 542- 543- 544--- � 545, \ —533 —534 �535 ,536 537 �P 110 Off- \ I / / � - I 1000,111. SAN --_- � _---- - - - - -- -- - - - - -- \\ \\ \ \ \ \ \ \\\ - - - - - - - - - - - SCALE 1 "=20' EMIR \ i rV i O Y Lie. No. 31371 02-14-2020 A ��'S'InNAL M E O O N � >E w 6E Qri 3 LL C) LL o w O ro W M a J U 00 w J — u) N d C:, N C 7 W N 'T Z � �x O � oJC � w C) = � U j a CLr) O rnN (3) M a� 00 J LU � H M O cD M O H 0 w LU Q z O L7 M O r I(.0I Ln c o o U Ln p O OO OO O w w w U- a > LQ Lu Lu w Ln W W W Qt� I Qt� Qt� DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH m SCALE 1 /O/ J Q U) O z H� ~ z J i--i W CO � W � LL LU Q J J w m Qaz TW p i V / V U) Q O U z LU \Q JOB NO. 4 266 SHEET NO. C5.3 L HEAL E: 2636 P-G. 454 DB.9802P�.-68�----------_ 'WIE/FENC�� R/ // /� ' , / / , _ / // - - ------------' ��-i�� l______ 10.5 CRES (ADJUSTED)TC / / - - - _ /_ _ TC - - - - - - i \ 572.75' 573\41' TC 571.17' TC \ 572.3p _ ' .. •1 I 170.101 9. TP psi TP - -\ .�z5�'' %l b° Lie. No. 31371 � 02-14-2020� 571.76' nNAL � 571.29' 572.18' 4"W - 4„W M E O O / O1 V N � N � > E E w � ui H Qo -572 571.66' LL Lu O W W W 573 - - S�0 Q_j U - - ,n Z O Z Z Z Z Z Z O O O _-- ''/ ---------- \ \ y\ vi -580- D (DW I - __ _ __ _ I -1 = �D / _ I I -� I 1 \5\73.61' I "TC \v I c> >�o O W W W 573 �J ° .61' ° D v-___--_' Ln �un U) a TC 9 - / - -_-- - J / // / TC 570.70' Ala q� --_-------- ad �� �- / 571.29' TC FF 573.92' ° I pa v � � M----- i- LO If �lrll Lr)/ i - - - / \ FFE=573.92' v \ 0 02_ I\ og ° FFE=573.92' -° - \ 2 TC •g \ C7 570' O - TC .80D \ / / / I I ► I / $j2 / / // /// / / 571.80' \ °"\ \ - \ \ 0 J,71.69' 573.33' FFE=573.92' o- \ \ \ \ \ 5 - J - - ' - T-c / / / 572. 3' 573.39' \ \ w rn O ` - _ _ _ go / \ cS0, \ \ \ \ \ \ r E=573.92' \ = Q \ ti �1� - - - 3- - \ og \ FFE=573.N' \ \ \ \ 0 DATE TC TC 573.28' 571.67' o \ \ \ 00 0 \ \ \ Q \ 51612019 0 \ \ \ 0-------------��- ----� ---- O \ \ \ - FFE=573.92' \ \ r DRAWN BY TC �574.30' TC LP 94 ♦ \ \ \ \ \ \ 573.52' ( \ \ \ \ Z. DAHL / TC 573.20 61� ),Z\ 2.13' \ \ \ \ \ ` - \ \ \ I v °\a \\ D ° v DESIGNED BY TC -C 5 7 \ \ \ \ \ / \ \ \ ° _ _ _ - - ° a ° ° \ \ 1 • A. ALLISON PUBLIC DRAINAGE \ ( TC TC 571.82' 57179' \ \ \ \ \ \\ / / \ /------- ° v \ ° D \ \ a - / \ \ EASEMENT a \ _ / I - CHECKED BY D ° a D \ \ \.' 575.1 \ 573.62' \ \\\\ \\\ \\\ I/ �/ / v ° ° D ° ° ° \\\ av \a ° v \ \ • I \ J. HASH \ / o p v ° • - - \ / TC C 2.10' � _ _ - - - - D a \ p \\ \ � SCALE v- S a D • -TC 575 53' I � i 72.25' ' -_ ��--- \ \ \\ ° va \ \ I • 1„=20' ITC 2 5' \ \ - - \ - - - TC 8 \ \ \ \ \ to \ \ \ LP 1*1 Go FFE=573.92' \ 1 T•.L I - TC 572. 6e D \ \Go 572.68' 572.82' CL I I °° I \ \\-----L------------7-7-7- I� / TC---."\ \ � 575.85' / ' / / / 572 58' 572.37' TC TC \ \ \ \ \ \ \ \\, \ \ \ 1 I I I O -IT o 75.73' 5TC 6, / / / 573.02' 573.32' \ \ \ \ \ \ \ 1 I I I I / / / / / / TC 573.14' \ \ \ \ \ \ I 573.63' TC \ \ \ \ I I I I / I / TC / 573.05' \ \ \\SS \ \ / \ \\ \\ u^ 5 C 5 3 21' ��� TC \ \ 1 \ \ \ \ \ \\ v 11 1 I I I ~ I / 326' / 573.99' - G) TC W I 1 \ \ \ / / 1 I 1 Q TC _ \ , I 1 573 _ 5 3.49' 572.99'- 0 11 11 \ \ \ \ \ \ \ \ \ // W TC r 573.86' / / v FFE=573.92' Q Lu \ - TC I \ \\ \\ \\ // / // // Ile_ \ 576.70' TC - - - - - I \ w / \ \ \ \ \ \ 574.15' TC TC � TC I / \ \ \ - r n / / � / / / / / / Z)\ \ \ 574.08' 574.07' 574.30' - - \ - v / / / / / / w 0 TC \ 6c40, \ \ \ \ \ \ \ I - TC \ TC 574.05' TC 573.92' LP \ \ \ \ W / ' / / / / / / W 1..1O 578.38' \ ,$j TC 573.89' 573.94' 570.61' 573 / / / / = QTC a ' ^ \ < �i W rr nn 578.33' \ 577.19' _-_- D 85 - $ // // // / � // J V \ ` TC 577 - TC 574 jl 572 \ \ \ \ \ \ 578.34' \ \ \ TC - 585 _ 576.50' - ° / / / f / / ,/ 1 I ,I / Q I --I -E- A- \ 5=3' - - _ - _ _ Lu TC � - 578 _- -- ° / � / 5713.42' 577.98' \\------ --- - - -- -- - - - C'' Q ' r ''' 574 / / � � r^ \ \ \\ \ \ \ \ _ -- \ \\ \ \ g e TC TC------- - - - I ° d a _-- ---- --- 577.52' 574.58' - - - -- I 1 , / a- C7 GAN 1 \ \ IN,\ \ \ \ \ - \ \/ 1 dl/ w \ O w w _ SAN r - - - - - - - - \I \ \ \ \ - - - - -- w w ------- _ - --- - RC Lu e \ \ e ° �° d\ d \ \ e e \ e e ° ° °\ \ e \ 580 � ° I _ _ _ _ - - - - - - - - - - - w - - - - - \ \ \ O ° °\ d ° - r w ° e _ - - - - - - - - - - - _ - \ °d_ a -UFO----- d/__ °d d ad ° \ -578 - - - - - - - \ - - - - - - - _ d 3 \ I \ \ \ \ \ 576 -� /- _-- �------UFO__ \ .574 - - - N \ \ \ I \ \ \ \ \ _ - - ------ - FO JOB NO 572 \ - _ _ -- - -------_ --- -\ \\ \ \ \ \ 570 - ----- / - _ - _ _ \ \ / - 568. D z O 2O' 4O' NOR SHEET NO. -575- _ C5.4 r\ 6 c Z' U c m 0 w m 3 0 0 cm o_ c m `o a m 0 0 c co t c m If m n c `o m 0 3 c L c 0 Q c Q a cn 0 N O N V N c 0 0 a 562 P \ TP P 564 563 Q / / / / / / , , �A OP 565 � ` /� / _----- _ 566 / _ 568 569 ' ' / 571 570_ /' ' /> I / ' Lie. No, 31371 I , , / - ,�, 02-14-2020� - \ / TC �'10 �'�� _ �'��'l� � s�� 571.71' / ' / / \ 0 \ 569.90' TC 572.92' TC TC I ' / ' / �, Cs� C 570.10' / 571.29' 571.76' 572.18' \ �cg - \ \ 573.62' T5 \ 573.83' 573 85' \ 5 3.80' ' `SI nNAL / „W 4"W 4"W 4"W a� 4"W ��, W- 71.9T - \ - PUBLIC DRAINAGE \ I I Tc y60 / , S> TC -� Y-TC EASEMENT I I 571.28 I / / _ r� E 571.17' '4 TC TC TC TC 57 I cr TC TC TC ' / / °1 0 / TC 572.81' 573.92' \ I 574.24' \ \ i I C 572.42' 4°(�/ 571.89' / ' � N 570.79' 574.16' I 572.83' / N \ \ 570.46' TC I I \ \ I I / , Q o 573.06' g TC / / / / W 3 pal4 c \ \ - -� o o-�00000-� o \ \ \ `. T 1 1 / 572. 8' 571.93' / Q LL ' p 1 573.27' / TC TC' / / H U a� 3 572.30' \ \ 1 57 .42' 1 1 TC Lu Lu N� M W W W C TC 572 571.66' O \ \ \ \ I 1 1 p Z Z Z 1' 573 _ S>O \ \\ \\ 1 I \1 \ \ 1 I 11 y�� \\ 573.48' TC /' S72.14' ' / / PROP. PUBLIC w J U O 573.17' / I / DRAINAGE EASEMENT cc:" N O O O CL C7 LU / •v -� v ° \ oLu // o a a LL 0 OU OV OU _ TC \ \ \ 1 1 1 I I I I I I I I I --- LP / / / cn= a�iN z 1 J \ 5573.61' \' . TC a \v \ \ \ 1 I I I / / / U �o n a \ I I 1 I 572.98' / I = > O0 L -1 O 573.61' \ _ \ \ \ 1 I 1 I I I I I I I I Q� - a a- a- m Tc 573.72' / / mM LuTc ° \ \ \ \ I 1 1 1 I I I I I / /--51'.03' , ad >>> FF573.92' II / a /'' ' C) Lu \\ \ \ \ I I 11 // / T2 I I I I p� I I \ 1 1 I I I I I I / / / / / � 573. \ FFE=573.92' - v \ I I I I I I I l / / / / / h^ / / / 3 � / 4j � _ p \ \ \ I I / ' I I ' ' I 1 ' I 1 / / i/ / / /i ° / / cS� / �3 1 ' / p FFE=573.92' _a _ - - - - - - - - - - - - - - - - - - - - - - \ \ \ \ \/' / � ` O - • - - - - - - - - - � S \ \\\ \11 II / FFE=573.92' 0->S \ \ \ \ I 1 I II 1 1 / l ' I I ' ' I I I / v ' a ' / / ' / / /' ^ - o) N Lu Lu Lu E=573.92' - - \ 1 1 1 I 1 / , / l / I I , / / / / ,' / / / I i / - ' - = Q TC I ��� I \ Q 573.66' 1 \ \ \ \ II 0 I I ' I I / / I/ /I / I/ , / I 1 I II I I I I/ II III I ✓I , //' / '' ,/,/' / ' / / / ' �/ / /60/" v i 0T0C r DATE 574.0> TC -;I. I 1 � 51612019 - - - - - - - - - - - - - 574.61' � TC FFE=573.92' - 1 573.80' 73.64' O DRAWN BY LP TC >TC 573.52' 574.84' 574.53' - \ Z. DAHL TC 574. 1' I \ / c - - DESIGNED BY 'PUBLIC D INAGE - I • EAS ENT _ • A. ALLISON - I I � - - - \ � � / � I v° \ \ a 1 � I I I / / / / / / ,� / a ____�-\ • CHECKED BY a \ I / / , / / , ON, v / / / - - � - � � • J. HASH v Fk=5713.92' 1 1 \ \ \ - _ p p \ ° \ I I 1 1 1 1 1 1 \ / / / / / / / \ _ _ • SCALE -570- \ \ • 1 20 z LP I I ___--- /' ` �• \\ \\ LP - - - v _ _ _ _ - - �\ v \ \ I I I 1 I I I 1 I 1 \ \ \ \ , / / / 572.52' -- � \ \ \ \ 573.52' ° \ 1 \ I I I I I �-0 I 1 1 \ � 1 / / � \ \ • Q FFE=573.92' a _\ a \ � � 1 T•L I I I I 1 \ I - \ \ \\\ \\ ® \\ \ I I I I I I I I I 1 I 1 I II 1 I / TC TC 572.46' 573.63' TC _ 572.69' z TC \ 1 / 572.33' I - - \ 572.80" 572.98" S> J 11 II \ \ \ \ \ \ ' ' '' / /' / / � � ' ► I I I I I , i '/ / / , � / , /, i I I S IN, I� 1 \ \ \ \ \ 1 6 / / / / / / /' I i II 1 II I I I I I I� / / / / / / 573.91' / I Q - - \ LLI /' / / l l / I I 1 I , I 1 _ / / / / / FFE=57:i/92' a/o TC w Z) V J \ / / ' / / / 1 I I / / / / TC 571.23' Of � �----- = Q 571.95' �cj - - - _ _ TC LO - I- - Lu 2: , / 571.97' LO ------__ m 572 / I' I / I I I I I / / / TC STC - - LIJ I � 573.00 12 572.54' Q � 1Lu _ _ / I - �-,' ,' /' // / I I I 573 / TC D 1 Q W 573.42' I ' SA I 573 / 573.14' TC ' / I / \ TC 573.16' _ _ -574 /' /' I A -572 / 573.11' /' ' / ' 572.42' ' / T / TC - -580- - - / \ I ' '' ' ' I / ' / ' ---�- \\/ 'S> / 574 73.73' ' 572.19' _ - I / - _ SANS _ _ _1 \ - -� - - - - - --�- / SAN / / S/qN A�' BAN- _ - - - - _ _ - _ ROAD IMPROVEMENT BY I s / , / // / ' / / / ,' L I ' / W W W _ _ OTHERS. SEE DRAWINGS I ' /I / / W T W �= w , Q -- - - - - _ TITLED "UVA RESEARCH ` i 1/ 1 w� / - - - ' - - PARK LOOP ROAD" - oo. UFO ------- -d / ° -A A \\ \ \° / \ \ \\ I ldI /° ea'°\ _ ° e° e°e d .70 ° ' s- NpOUFO ° e \ d ° e° e J $qJ JOB NO. - D �_ \\ \\\\\ \\\\\`-__ \ // -576 SCALE1"=20' 43266 Z - _ - \ \ \ - _ _ _ \ \\ --__ ---- -\-- i�' ' / / /57$ / / / SHEET NO. �\ /1\574,\\�__--_ ----- v�- // ,/ / // / 0 20' 40' 0 c 0 .N 2 U c N a w m 0 a cm a c a d fn 0 0 c co c m If m o_ c `o m 0 3 c L r }H o Lie. No, 31371 02-14-2020 lmS_IOVAL E �� ' M >_ O OV N � N C >E E w U N 3: m41 Q 0I- LL Lu 0 W W W � _j O a > o N OO OO OO C7 11J M 3: O N x u Z Z Z w w p 0 0 0 04 :3 V> tD O W W W < - Sri - � a a a p N 0 0 0 M � kD� v) D 0 (D 0 o' LU rn N > LU w ,, o N Q N \ ^i N z o 0 DATE cn D 51612019 0 is Il000 302 I, / / i/' / ////'/''/ %i�g9 0.48 0.64 / � - _ - / /// // \ � \ \ \\ � - _ _ _ _ - - - -'' - \ \\ \\ \, I I I 1 I I I I I I 0.22 0.39 , ' / /%,' // / / I / /� • /�- _ ---_\ ,, 402 "� /i //// / 5 / 214 ��iS77 - \ \ ti� \ \ \ _ _ _------ rO4 0.90 I I 1 * I / 704 \\ \\ \ 501 \ II II 11 I I 1 I 1 1�1 1 1 1 I I l / ,, / h�0� ''' / / / '/ / I / G� • - - - ,/ / ,' / / i' / s�� / / ✓�6 � 01'y / /, / / / / ♦ � I \ l l I I / / //// � \ � \ \ \ I T / I� 1 ' ✓ � /� // / I � � � /cn I / 4 1000, z / mod, \ I\ 60 / \ / \ 5� ____-S7 __-_- -♦ i'- \ I \ / 605 ___-- \ \I 1 II / I j� l l / /l I /wim Now wpm map'. / , \ f♦ 11 - \ \ I I�-, / I l 1 1 I 1 'r 606- - - - - - - - ��---\----�-r I / , I I 18 �80..- - - \ 609 _ 6 218 89, ' 35 0040.14 0.\ \ � 00 09` 0.29 0.63 co 0.30 0.9609i6111 / ' 0.43 607 .87 - I / ♦ -0) 216� � 811 811 \ \ \✓I \ - - 0.37 0.49 \\ \ I I I 1 6 1 � 1 1 1 1 \ / / / , / /' / � D / • i f / / \ \ 606 608 ` I 1 1 \ / / / / / h / / z - .570 - - - - \ \`` \ \ \ \ ` 610/612 \ \ \ I I I 11 I 1 11 I 1 11 \ 1 / / / / ,4j0 / �' ^� ♦ I / 4.95 0.79 24 O p __- --,__, -__ 0.28 0.38 223 / ♦ Y 803 \ i�' 1 \ \ \ c \ \ I \ \ \ \ \ 608 \ \ ' \I \ I I I I II II II 11 I I 11 11 11 1\ 11 \I \\ 1 / / / 3'16 / 31 223 I ' / / 04 _ -a 00 / / - - \\ \\�� I \\ \\ 1 , 1 I I I II , 1 1 I , 1 1 1 1 1 \ I / / / , / , �� / / _ - - --- I ♦� / 810\ I . �� - ' I ♦ �� /' ♦ .809 --- / Cn " 4 --- - - - 8 I \ \\ III \ \ l l I / / / / / / 1 /, I 'j II I II I I 1 I i 1I 11 II► II I III I IIII III �III �`�1I I1 I 1II ` 03.8050 rl z� ♦ 805 573 �0.06 0.90 0.17 0.81 807 CID .40 0.90 i 0.41� - 802 0.12 0.90 I \ S� _ _� / V�► l7� y I 1 I \\I\ \ // / 6i1 / , 1 I 1 1 1 1 I I I I �I �� /' , / 366-----__ I F\` / / / / / I I I I I 1 I I I 1/ , 3�17 I \ \ 1 \ ♦ -- f -30 --- / / / / l l l I 1 1 I I I ♦ / / / �/ 1 - - - - -_ 306 I - \ \\ 7---- - 5 574 7 0.18(0.39 572- -_-' / / ITS / N/I' C24 806 :::--573: \ \ \ 578 574 _ _ - / / I / / 310 /12.07 \\\ \\ \\ \ \\\ - ------ --Iwo -5 --- 0.41 _ - 580 14 - \S' \ \ - - __------- ' •----- ° ° G -4 <-G _-G G / / l /i C21 I/ 310 / </_ `/��N18°12'02"E 125.00' s� �L\OOP RO %''� - - ; _ • - - - / \\I\ \ \\ `\ `\ \\ \ 1- r- --' ___----- - - 580- - - - - d�,d • , , .1 =dam// - 4,• ✓d. Az VI i N18°1z�' 'E-- w _ _-------- - - - - - -car ---- \SAN 1mp 0.07 0.35 / SAN // SAN / S //- d \ ° °\ •\ •` \• \: --- w---- w----------- - - -\\\� // Sic \ \ I I I /II SAN /\\\\✓N� �� 308 // // / / / �.����-�7r- , \ \ \ \W - - - _ - _ A 4 A4_ _mod -- --UFO now low \ \. f d _570. d . , l -'-N22°50 -- •FO-- d d•' -- - - -- \\' °/ 55'E 429ME IIIIIIIIII0.96' - ------ ----_ --------Uo 6 0.47- \\- \ -man aft 0III. Iola • _163 -� �/ o� +" C22309 - 125 V) / l NPR - 575- � �T \gift - - - - _ 57 - r SCALE 1 "=30' oft \ STORMINLETW/G - I 1\ , I � 2.5'X2.5' PROP. ACSA EASEMENT (BY OTHERS) ` 0 30' 60' TOPELEV=572.56' SEE VESCP/WPO 2018-91 I /o / INV. OUT=569.16' 18" I I / I / I- 580Lo LEGEND AREA C / / / / / / /' / , / / / / / , / / / j / / , / / / // / ' / / / / '/ / / ' / / _ ' '- _ _ - - - - _-1 p1L}.16 i - - - - - - /-530� INLET , / / / , / / / / / / / / / - - 5 STEEPS �S (VANAG.E6)// / / / __-_ --- �5�5'�'_---------- J /E�3Z PAS, /_\7 _ _ - - - PROP. ACSA EASEMENT (BY OTHERS) / _ - , SEE VESCP/WPO 2018-91 -- - - - - -- ------ �\ \\ \ 6EAll3L� AM WETLA535. NDS / _50' STREAPot &U FFEi? or �qO' STR�AM`BUFF�EI�\- / y y _J/ - - - - ' ' ' \ \ / \ \ \ \ - \ \ WREfENOE - _ \ `\ \ \ \ \ / yy y'v -V / -- - - - i \\ y y y / y/ / \ \ / \ \ \ \ \ \ \ \ \ - c�4 "z4 �J�4 / ' / / / J / y %� ' //' / /i"♦'-'yam- \, \ \ \ \ \ 554553 / / /' p / WyE'TLANCrS -dr �_ - / - - _ _ \ \ 559 0'/ / / / / , 61 yam' y_- - y- - 565 _ - - _ - - - - - - - - \ \ \ \ \ \ 565564563562 \ 567566 / / - 5j0 - - - - - \ \ \ \ 569411 cn 568 0 �1 /D / TA 1.83 570- '� l \ may' s� 0.75 - _ \ \ \\ \ \\\\ `I\ 1 I I 208 /'/ �560 212 400 -- --- / // , , / '___ -� _' _________-'_.''_ ♦0o\ \ 572 / �� /, /, _-- __/ ,' - �� ;'' -- _-�,�♦♦ 701 4'\W 573 - �� \\ \\ \ \ \ 1 ' 1 11 , 1 , 5�� \ / // f 302 / �/ _ �' j'- _---- -=5g5 = \ \-� �I1 \ \\ / --- \ \ \ \ 1 1, 11 11 1 1 111 11 \ \ / ♦ / 0.13 0.85 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE 1"=30' J Q I --I Vl TO i z 0 I --I � z Q a u� i z W o w J = Q W w J co Q Q LU i Vl O Vl U0 0 U z W D JOB NO. 43266 SHEET NO. C6.0 0 0 U N 0 w m cn N 0 a 7 o_ T C (0 0 cn 0 3 N 9 O cu 0 a c m ca m a 0 0 �-oil 70 oW c5 2z (D0 :2 2 0 c T `6 0 -_ C N co a U 0c 0 3 U N z 0� 2 a axi H , o-C -c = 0 L:5 2 '3 a 3 ca N N O d N O C ay.. U E `o a 7 C U N a �0 �U O C 0 o w. O U a 2 �N (nc o C O f6 Qo (� �E L c 0 3 Q T o_ 0 0 v 0 N 0 N O m 0 a LD-229 PROJECT: UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL Designed by: A. MABEE ROUTE PROJECT UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL DESIGNER: A. MABEE DATE 12/1712019 STORM SEWER DESIGN COMPUTATIONS LOCATION: ALBEMARLE, COUNTY CHECKED: UNITS:NGLISH OP COUNTY: Charlottesville Checked by: STORM FREQUENCY 10 UNITS ENGLISH L^e Lie. No. 31371 �,�, 02-14-2020 0� �SS'10NAL M E O 0 M v N N � >E w N E H H a Q LL 0 LL w J v � 0 OO N 0 0 0 V% N a C7 LU N � 3 X (n V7 LL O Q 7 0 U(J U 2 kD N z W W W U a Ln O a a a N Q Q Q � LU (n O 2 (D O O LU j F- Q O r 1 ti N z O O U) DATE 51612019 O DRAWN BY LD-347 PROJECT: UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL DESIGNED BY: A. MABEE HYDRAULIC GRADE LINE ANALYSIS Z. DAHL Checked: INCIDENCE PROBABILITY 10 Year • DESIGNED BY • A. ALLISON • CHECKED BY • J. HASH • • SCALE • N/A LD-347 PROJECT: UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL DESIGNED BY: A. MABEE 1- --HYDRAULIC GRADE LINE ANALYSIS ~^^� Checked: I..L INCIDENCE PROBABILITY 10 Year O V I^ z z O O Hq J U I --I J U CO Q U Q > LU a- W Z) a O 06 W J L Q LU w J 41 Jmz Q Q '-' W i LU Q V / ^< I..L O O v , U z W JOB NO. 43266 SHEET NO. C6.1 rLU e 0LU Li J LU LU CL 0 .20 65.47 0.01000 24 Circular PIPE NO. FROM POINT TO POINT DRAIN. AREA "A" Ac RUNOFF COEFF. "C" CA INLET TIME RAIN FALL RUNOFF INVERT ELEVATION LENGTH of Pipe SLOPE SIZE (Dia. Or Span/Rise) SHAPE Number of Pipes Capacity Friction Slope NORMAL FLOW FLOW TIME INCRE- CCUMU MENT -LATED REMARKS INCRE- MINT ACCUM ULATED Lateral Tota1Q UPPER END LOWER END Depth of Flow, do Area of Flow. An Hrn Vn En REFERENCE STA. REFERENCE STA. INLET OR JUNCTION STA. INVERT EL. OUTFLOW RPE DEPTH OF FLOW OUTFLOW F1PE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (Inlmm) DESIGN DISCH. Qo (CFS/CMS) LENGTH PIPE Lo (FUM) FRICTION SLOPE, Sfo (FT/FT) (IWM) FRICTION LOSS Hf (FVM) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ftt (FUM) Inlet Shaping? Y/N 0.5 Ht (FUM) FINAL H (FUM) Inlet Water Surface Elevation Top of MH Top of Inlet Elev. APPROX. Adjustment? Vo Contr. Ho (FVM) Vi Vi'2/2g Fi (Expn) 0.35'MAX. (Vi2/2g) SKEW Angle K Bend H (FUM) Sum HL (FUM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 100 482.000 102 484.000 2.50 486.000 30 26.670 16.96 0.00377 0.064 9.470 0.348 21.678 7.297 2.554 0.0 0.00 0.000 2.902 0.000 2.902 YES 1.451 1.515 487.515 489.227 O.K. 104 484.270 1.75 487.515 21 26.670 79.54 0.02523 2.007 21.678 1.824 22.427 7.810 2.734 0.0 0.00 0.000 4.558 0.000 4.558 YES 2.279 4.286 492.391 499.431 O.K. 106 493.370 1.75 494.770 21 26.670 126.93 0.02523 3.203 22.427 1.953 21.555 7.215 2.525 0.0 0.00 0.000 4.478 0.000 4.478 YES 2.239 5.442 506.867 523.720 O.K. 108 507.788 1.75 509.188 21 26.670 102.88 0.02523 2.596 21.555 1.804 16.258 4.104 1.437 0.0 0.00 0.000 3.240 0.000 3.240 YES 1.620 4.216 517.895 535.952 O.K. 110 517.113 1.75 518.513 21 26.160 89.24 0.02428 2.167 16.258 1.026 0.000 0.000 0.000 0.0 0.00 0.000 1.026 0.000 1.026 YES 0.513 2.680 522.110 534.200 O.K. INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (Inlmm) DESIGN DISCH. Qo (CFS/CMS) LENGTH PIPE Lo (FVM) FRICTION SLOPE, Sfo (FT/FT) (NYM) FRICTION LOSS Hf (Ft/Iv1) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (FUM) Inlet Shaping? Y!N 0.5 Ht (FUM) FINAL H (FUM) Inlet Water Surface �evation Top of MH Top of Inlet Elev. APPROX. Adjustment? Vo Contr. Ho (FVM) Vi Vi'2J2g Ff (Expn) 0.35'MAX. (Vi2l2g) SKEW Angle K Bend H (FUM) Sum HL (FVM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 194 529.000 196 527.000 3.00 529.400 36 48.757 31.49 0.00476 0.150 28.107 3.067 22.337 7.748 2.712 0.0 0.00 0.000 5.778 0.000 5.778 YES 2.889 3.039 532.439 539.996 O.K. 198 533.192 3.00 535.592 36 48.757 82.03 0.00476 0.390 22.337 1.937 13.457 2.812 0.984 0.0 0.00 0.000 2.921 0.000 2.921 YES 1.461 1.851 539.788 546.364 O.K. 200 538.746 3.00 541.146 36 48.757 66.18 0.00559 0.370 13.457 0.703 15.952 3.951 1.383 0.0 0.00 0.000 2.086 0.000 2.086 YES 1.043 1.413 542.559 553.171 O.K. 202 540.070 3.00 542.559 36 48.757 53.38 0.00476 0.254 15.952 0.988 22.588 7.923 2.773 0.0 0.00 0.000 3.761 0.000 3.761 YES 1.880 2.134 544.693 550.231 O.K. 204 542.838 3.00 545.238 36 48.757 16.64 0.00476 0.079 22.588 1.981 22.511 7.869 2.754 0.0 0.00 0.000 4.735 0.000 4.735 YES 2.367 2.447 547.685 555.994 O.K. 206 549.554 3.00 551.954 36 48.757 19.27 0.00476 0.092 22.511 1.967 23.691 8.715 3.050 0.0 0.00 0.000 5.018 0.000 5.018 YES 2.509 2.600 554.554 564.476 O.K. 208 557.872 3.00 560.272 36 48.757 16.02 0.00476 0.076 23.691 2.179 7.872 0.962 0.337 0.0 0.00 0.000 2.516 0.718 2.516 YES 1.258 1.334 561.606 570.840 O.K. 402 565.035 1.00 565.835 12 0.563 74.22 0.00022 0.017 5.927 0.136 0.000 0.000 0.000 0.0 0.00 0.000 0.136 0.563 0.177 YES 0.089 0.105 568.478 572.300 O.K. 210 560.297 3.00 562.697 36 36.889 171.29 0.00272 0.467 7.872 0.241 8.371 1.088 0.381 0.0 0.00 0.000 0.621 0.000 0.621 YES 0.311 0.777 563.474 572.609 O.K. 212 561.254 3.00 563.654 36 33.079 156.36 0.00219 0.343 8.371 0.272 7.090 0.781 0.273 0.0 0.00 0.000 0.545 2.213 0.545 YES 0.273 0.615 564.269 569.340 O.K. 214 562.325 2.50 564.325 30 24.723 199.00 0.00324 0.644 7.090 0.195 8.179 1.039 0.364 0.0 0.00 0.000 0.559 1.781 0.559 YES 0.279 0.923 565.248 569.610 O.K. 216 563.424 2.50 565.424 30 22.859 52.75 0.00277 0.146 8.179 0.260 7.696 0.920 0.322 0.0 0.00 0.000 0.582 2.003 0.582 YES 0.291 0.437 565.861 570.320 O.K. 218 563.821 2.00 565.861 24 20.776 39.93 0.00751 0.300 7.696 0.230 9.719 1.467 0.513 0.0 0.00 0.000 0.743 0.728 0.743 YES 0.372 0.672 566.532 571.020 O.K. 802 564.220 1.50 566.532 18 4.894 54.65 0.00193 0.106 5.567 0.120 5.296 0.436 0.152 0.0 0.00 0.000 0.273 0.860 0.273 YES 0.136 0.242 566.774 571.650 O.K. 804 564.730 1.50 566.774 18 4.012 14.62 0.00130 0.019 5.296 0.109 4.681 0.340 0.119 0.0 0.00 0.000 0.228 1.447 0.296 YES 0.148 0.167 566.942 571.650 O.K. 806 564.944 1.00 566.942 12 2.532 132.77 0.00450 0.597 4.681 0.085 5.372 0.448 0.157 0.0 0.00 0.000 0.242 0.412 0.242 YES 0.121 0.718 567.660 569.940 O.K. 302 560.197 2.00 561.797 24 11.825 65.47 0.00243 0.159 7.732 0.232 7.340 0.837 0.293 0.0 0.00 0.000 0.525 0.690 0.525 YES 0.262 0.422 562.219 571.610 O.K. 304 560.952 1.50 562.219 18 11.135 152.50 0.01001 1.526 7.340 0.209 7.206 0.806 0.282 0.0 0.00 0.000 0.491 0.288 0.491 YES 0.246 1.772 563.991 572.240 O.K. 306 562.577 1.50 563.991 18 9.507 102.35 0.00730 0.747 7.206 0.202 6.859 0.731 0.256 0.0 0.00 0.000 0.457 1.950 0.594 YES 0.297 1.044 565.035 570.690 O.K. 308 563.700 1.50 565.035 18 7.411 105.01 0.00443 0.466 6.859 0.183 6.850 0.729 0.255 0.0 0.00 0.000 0.438 0.160 0.438 YES 0.219 0.684 565.719 570.920 O.K. 310 564.845 1.50 566.045 18 7.366 116.50 0.00438 0.510 6.850 0.182 6.353 0.627 0.219 0.0 0.00 0.000 0.402 0.443 0.402 YES 0.201 0.711 566.888 571.050 O.K. EX Inlet 566.107 1.50 567.307 18 6.949 29.29 0.00457 0.134 6.353 0.157 0.000 0.000 0.000 0.0 0.00 0.000 0.157 0.000 0.157 YES 0.078 0.212 567.519 572.000 O.K. 602 563.190 1.00 564.269 12 6.574 42.85 0.03033 1.300 9.683 0.364 6.485 0.653 0.229 0.0 0.00 0.000 0.593 0.000 0.593 YES 0.296 1.596 565.865 570.903 O.K. 606 565.330 1.25 566.330 15 6.490 119.67 0.00899 1.076 6.485 0.163 5.496 0.469 0.164 0.0 0.00 0.000 0.327 0.298 0.327 YES 0.164 1.240 567.570 572.850 O.K. 610 566.630 1.00 567.570 12 3.214 154.23 0.00725 1.118 5.496 0.117 2.939 0.134 0.047 0.0 0.00 0.000 0.164 0.304 0.164 YES 0.082 1.200 568.867 572.650 O.K. 612 568.270 1.00 569.070 12 0.307 71.25 0.00007 0.005 2.939 0.034 0.000 0.000 0.000 0.0 0.00 0.000 0.034 0.307 0.044 YES 0.022 0.027 569.171 572.650 O.K. 220 564.220 2.00 566.532 24 16.079 132.11 0.00450 0.594 9.719 0.367 9.537 1.412 0.494 0.0 0.00 0.000 0.861 1.183 0.861 YES 0.431 1.025 567.557 573.320 O.K. 222 566.300 2.00 567.900 24 14.896 75.88 0.00386 0.293 9.537 0.353 10.709 1.781 0.623 0.0 0.00 0.000 0.976 0.000 0.976 YES 0.488 0.781 568.681 575.389 O.K. 224 567.540 2.00 569.140 24 23.801 53.41 0.00986 0.527 10.709 0.445 0.000 0.000 0.000 0.0 0.00 0.000 0.445 0.000 0.445 YES 0.223 0.749 569.889 579.499 O.K. 316 565.478 1.00 566.278 12 1.400 99.43 0.00138 0.137 4.586 0.082 6.427 0.641 0.224 0.0 0.00 0.000 0.306 0.693 0.398 YES 0.199 0.336 566.922 571.850 O.K. 608 568.423 0.67 568.956 8 0.307 55.67 0.00057 0.032 3.069 0.037 0.000 0.000 0.000 0.0 0.00 0.000 0.037 0.307 0.048 YES 0.024 0.056 569.199 572.850 O.K. INLET O ¢ wx z ¢ O � ¢ E z w v a ?� vU, a �� �U3O a `� W F 1,4 m ��� � W a v'�� rn w � m w a O U w U x�-� � °' U P•' a U Q Sag Inlets Only m w F a ,� p ¢ Q m .5 ° c x O s Q � `✓ w H 208 DI-3C 8.000 0.129 0.90 0.1161 Back/Lt. 0.000'RIG 0.020 0.35 0.007 Back/Lt. 0.123 4 0.492 0 0.0196 0.0208 1.953 2.000 1.02407 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahcad/Rt. 0.492 0.0196 8 0.492 0.836 0.166 0.01383 12.00289 2.836 3.351 Weir Flow 212 DI-3C 6.000 0.330 0.90 0.297 Back/Lt. 0.000'RIG 0.200 0.35 0.07 Back/Lt. 0.367 4 1.468 0 0.0187 0.0208 5.389 2.000 0.37113 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 1.468 0.0187 6 1.468 1.968 0.166 0.01383 12.00289 3.968 7.883 Weir Flow 214 DI-3C 8.000 0.221 0.90 0.1989 O'RIGHT 0.259 0.35 0.09065 0.29 4 1.16 0 1.160 0.0225 0.0208 4.294 2.000 0.46577 0.0833 4.00481 0.931 3.50 0.1458 0.1566 7.733 8.000 1.035 1.000 1.160 0.000 2.572 216 DI-3B 8.000 0.317 0.90 0.2853 O'RIGH'T 0.110 0.35 0.0385 0.324 4 1.296 0 1.296 0.0174 0.0208 5.088 2.000 0.39308 0.0833 4.00481 0.880 3.50 0.1458 0.1492 7.722 8.000 1.036 1.000 1.296 0.000 2.770 218 DI-3B 8.000 0.130 0.90 0.117 O'RIGH"T 0.001 0.35 0.00035 0.117 4 0.468 0 0.468 0.0145 0.0208 2.112 2.000 0.94697 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.460 8.000 1.794 1.000 0.468 0.000 2.027 220 DI-3B 8.000 0.150 0.90 0.135 O'RIGHT 0.140 0.35 0.049 0.184 4 0.736 0 0.736 0.0233 0.0208 2.781 2.000 0.71917 0.0833 4.00481 0.994 3.50 0.1458 0.1657 6.240 8.000 1.282 1.000 0.736 0.000 2.194 302 DI-3B 8.000 0.120 0.90 0.108 0.000'RIGH 0.01] 0.35 0.00385 0.112 4 0.448 0 0.448 0.0134 0.0208 2.100 2.000 0.95238 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.277 8.000 1.870 1.000 0.448 0.000 2.024 304 DI-3B 4.000 0.050 0.90 0.045 O'RIGHT 0.003 0.35 0.00105 0.046 4 0.184 0 0.184 0.0097 0.0208 1.542 2.000 1.29702 0.0833 4.00481 1.000 3.50 0.1458 0.1666 2.671 4.000 1.498 1.000 0.184 0.000 1.541 306 DI-3C 6.000 0.280 0.90 0.252 O'RIGH'T 0.130 0.35 0.0455 0.298 4 1.192 0 1.192 0.0140 0.0208 5.173 2.000 0.38662 0.0833 4.00481 0.874 3.50 0.1458 0.1483 7.009 6.000 0.856 0.969 1.156 0.036 2.791 308 DI-1 2.000 0.070 0.35 0.0245 Back/Lt. 0.000'RIGHT 0.025 4 0.1 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.100 0.0100 2.000 2 0.100 0.597 Weir Flow 310 DI-1 2.000 0.017 0.90 O.Oli3 Back/Lt. 0.000'RIGd-I 0.150 0.35 0.0525 Back/Lt. 0.068 4 0.272 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.272 0.0100 2.000 2 0.272 1.164 Weir Flow 316 DI-1 1.500 O.Oli 0.90 0.0135 Back/Lt. 0.000'RIGd-I 0.265 0.35 0.09275 Back/Lt. 0.106 4 0.424 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.424 0.0100 1.500 L5 0.424 1.839 Weir Flow 402 DI-1 2.000 0.016 0.90 0.0144 Back/Lt. 0.000'RIGd-I 0.204 0.35 0.0714 Back/Lt. 0.086 4 0.344 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.344 0.0100 2.000 2 0.344 1.320 Weir -Flow 606 DI-1 1.000 0.025 0.90 0.0225 Back/Lt. 0.000'RIGd-I 0.069 0.35 0.02415 Back/Lt. 0.047 4 0.188 0 Back/Lt. 0 4 0 0 Ahead/Rt. Q188 0.001 1.000 1 0.188 1.401 WcirFlow 608 DI-1 1.000 0.025 0.90 0.0225 Back/Lt. 0.000'RIGH 0.069 0.35 0.02415 Back/Lt. 0.047 4 0.188 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.188 0.001 L000 1 0.188 1.401 Weir Flow 610 DI-1 1.000 0.025 0.90 0.0225 Back/Lt. 0.000'RIG 0.069 0.35 0.02415 Back/Lt. 0.047 4 0.188 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.188 0.001 1.000 1 0.188 1.401 Weir Flow 612 DI-1 1.000 0.025 0.90 0.0225 Back/Lt. 0.000'RIG 0.069 0.35 0.02415 Back/Lt. 0.047 4 0.188 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.188 0.0100 1.000 1 0.188 1.401 T > 8.0 ft 802 DI-3B 8.000 0.140 0.90 0.126 O'RIGH'T 0.030 0.35 0.0105 0.137 4 0.548 0 0.548 0.0283 0.0208 1.898 2.000 1.05374 0.0833 4.00481 1.000 3.50 0.1458 0.1666 5.825 8.000 1.373 1.000 0.548 0.000 L898 804 DI-3B 8.000 0.220 0.90 0.198 O'RIGHT 0.090 0.35 0.0315 0.23 4 0.92 0 0.920 0.0236 0.0208 3.468 2.000 0.5767 0.0833 4.00481 0.973 350 0.1458 0.1627 6.955 8.000 1.150 1.000 0.920 0.000 2.366 806 DI-1 2.000 0.180 0.35 0.063 Back/Lt. 0.000'RIGHT 0.063 4 0.252 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.252 0.001 2.000 2 0.252 1.106 T > 8.0 ft c 0 Q m a Q a a 0 9 O 04 O N N C O a (I) 0 a WATER QUANTITY -ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT PRE -DEVELOPED AREA #1 AREA = 19.29 ACRES CN = 55 Tc = 12 MIN Q (CFS) V (AC -FT) 1 YEAR 1.46 0.298 10 YEAR 29.08 DRAINAGE AREA ANALYSIS (POST-DEVELOPMEN ENCOMPASS REHAB PROJECT (TO INCLUDE FUTURE BUILDING EXPANSION OF 5,550 SF, DETAINED -DRY POND) AREA = 8.12 AC IMPERVIOUS = 4.62 AC MANAGED TURF = 3.50 AC Tc = 6 MIN Q (CFS) VAC -FT 1 YEAR 18.98 0.916 10 YEAR 47.22 2.331 DRAINAGE AREA #4 (ONSITE, UNDETAINED) AREA = 0.27 AC IMPERVIOUS = 0.00 AC MANAGED TURF = 0.27 AC Tc = 8.3 MIN Q (CFS) V (AC -FT) 1 YEAR 0.10 0.008 10 YEAR 0.69 0.036 FUTURE DEVELOPMENT #1 (ASSUME 70% IMPERVIOUS, DETAINED - DRY POND) AREA = 4.95 ACRES IMPERVIOUS = 3.465 AC MANAGED TURF = 1.485 AC Tc = 6 MIN Q (CFS) VAC -FT 1 YEAR 14.47 0.706 10 YEAR 32.14 1.630 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED < 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED <_ 0.80*(1.46 CFS*0.298 AC-FT)/(2.369 AC -FT) = 0.15 CFS OK 0.15 CFS <_ 0.15 CFS FLOOD PROTECTION: FUTURE DEVELOPMENT #2 (ASSUME 75% IMPERVIOUS, DETAINED -DRY POND) AREA = 4.44 ACRES IMPERVIOUS = 3.33 AC MANAGED TURF = 1.11 AC Tc = 6 MIN Q (CFS) VAC -FT 1 YEAR 14.11 0.695 10 YEAR 30.06 1.547 DRY POND AREA AREA = 1.50 ACRES IMPERVIOUS = 0.00 AC MANAGED TURF = 1.50 AC Tc = 6 MIN Q (CFS) VAC -FT 1 YEAR 0.67 0.044 10 YEAR 4.16 0.202 DRY POND Q CFS 1 YEAR 0.06 10 YEAR 26.16 ANALYSIS POINT 1 Q (CFS) 1 YEAR 0.15 10 YEAR 26.43 POST -DEVELOPED Qjo <_ PRE -DEVELOPED Qjo OK 26.43 CFS (POST -DEVELOPED Qlo) <_ 29.08 CFS (PRE -DEVELOPED Q10) 60" RISER WITH TRASH RACK (SEE DETAIL BELOW) TOP: 532.50' _--------V100=YRWSE:537.06 -_ ----�V 10-YRWSE-533.14_-_ 1-YR WSE: 531.83 1 %- NOTE: SEE SHEET C1.0 FOR MAINTENANCE SCHEDULE DRY POND SECTION NO SCALE Expanded Steel Grate (Typ.) 2 <. LD (TYP.) ° 1 1/2" X 1 1/2" X 1/4" STEEL ANGLE w0 (TYP.) Exoonded Steel Grofe OoaninG Detcil 2J-3 LB PER FT2 Not To Scole EXPANDED STEEL GRATE BASED ON 26 2.26" 1.01' .203• LOW ROW OPENING 3.0 3.N• 9M" .264 " /16" HOLES AS SHOWN LD (TYP.) 1 1/2" X 1 1/2" X 1/4" STEEL ANGLE (TYP.) 1/2" X 1/4" STEEL STOCK WELDED TO GENERAL NOTES FOR TRASH RACK 1. STEEL TO CONFORM TO ASTM A-36. 2. ALL SURFACES OF TRASH RACK(S) MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION. 3. TRASH RACK(S) TO BE FASTENED TO WALL WITH 1/2" MASONRY ANCHORS. TRASH RACKS TO BE REMOVABLE. 4. TRASH RACK(S) TO BE CENTERED HORIZONTALLY OVER THE OPENING. 5. FABRICATOR MAY MODIFY COMPONENTS OF TRASH RACK FRAME TO IMPROVE CONSTRUCTABILITY OF TRASH RACK. MODIFICATIONS MUST BE APPROVED BY MCDPS PRIOR TO FABRICATION. VERTICAL DATE: 02 04 MONTGOMERY COUNTY / ° DEPARTMENT OF PERMITTING REMOVABLE • t� Yes • SERVICES LOW FLOW ORIFICE 4rAcP WATER RESOURCES TRASH RACK DETAIL SCALE: NONE ORIFICE TRASH RACK DETAIL DETAIL TAKEN FROM MONTGOMERY COUNTY, MD WATER RESOURCES SPECIFICATIONS 1" DIA. ORIFICE 526.00 NOTE: SEE SHEET C" " --- " ' COUNTY AS-1 REQUIREMEP TOP ELEV. 5: 60" DIAMETER CONCRETE RISER ELEV. 5: _TOP ELEV: 540.00 � 3 21" HDPE Tnnc�l l nnnl/ DRY POND RISER STRUCTURE 110 DETAIL NO SCALE _ \ \ \ / - - - - \ 1 I I \1 t-( I I I //�///, ,/// i i% - -�_ __--__� _J_ -I- - \\�\ \ \\\`\\\ _ \ \ �\ \. \ 1 1 / I I I I I 1 \ 1 I If II/�j//,/// /,,//� /,/ , /� �� �%;_� - _ =_ = _ _ _- \\I I \\\\\\ \\\\\\ \\\ - \� ��\ f 1 I I 1 / / /// /// / / / // - /-// \ \ \\ \\\ \\\ \ \ \ \ \ 1 1 III ( 1 1 1 I I II / / , // /-„ -- - - _ \\ \ \\\� \\\�\\ \ \ \\ \ \� -- \ \ 1 I I I I I 1 I I I I I �G / // / r / / / / -_ � _ _ _ _ _ _ \ \�\ \\ 1 \ \\\� \ \ \ \ \\ _ \ \ \ I III I I I \ 1 I I III I� I\I I I III 1 �l r // /// , ' �i i, / - - - \ \\ .....� \ ` III III I I I I I I I 1/ / / // / �/ / i \ = _ - - - \ \ ,_ `\\ ANALYSIS �` I ti _ \ \ \ \ \ \ \ I I I I 1 1 \ \ I I 1111 111 II IIII I l I/�� / ///i// %/// /,- \ ; _ �� \ \ 'N \\\\ \� -y \ \ 1 I I I I I 1 I I I ll I /III / / . / /y /i / / /// \ \\ \ \ \ \ 111 \ �l \ � \ \ �\ \ ` \ I I 111 11 \\\ \, II II II I , , / --\�-- `\ POINTI \ ' \\\ `@= 111 I II 14 I / / / / , 3 1 \) 1 III I 1\ \ \II IIIII 111111111j111 I/' / �i %/ / \\ \\\ \\\ 1 _ \ \\� $ \ I \ \ III 1 I 1 1 I I \ \ \ \ I I 1 1 11 IIII 11 IIII 1 / �/ ' � J� I I \ \ \ \ ) <\ . , . \-11 I I - \ \\ O I � I ) ) ) III I I II 11 III �/ / / // II/ \� \\\ \ _ \ \ \ 1 1 I 1 1 II I I 1 1 ; - /'/,/// / \ \ \ 1 1 III II __ \\ \ \ \ 1 I / I \ 1 \ \ III I I1I11 11111111 j111 I I , //i / \ \ \ \\ l l 1 - _ - ___ " \ \ \ \ \ / / / / , / / / / / �/ / 11 I I 1 1 \ 1 \ II1j 1 III 1 / / / \ \ /,\ \ //// \ \ / / / /// / // / \ II /I I I II►11 ,_ / /// // / ? \) \ I \ -=-_� 1 I / / / / /// / 1 I I 1 ll 111 / //i/ii / _ _ \ �\ \ \ \ \\ 1 / / / � / I I I 1 1 ) //, l / l/ ,// l / � �� i , -\ \� \ \ 1 1 I' _ - _ \ \ � )`/ \ 11= 1 -, / , / / - _ �, / / / / I I 1 / /l J 1/ ////1 _ / , /, , , / / / / / - / / / - - // / / / \ \ /� \ \ \ \\ \\ , SCALE 1 100 / / / / /, / _ / 1 I I - , \ \ \ \ \ ` \ \ f / , / / / , / ,///i'� - / / / l I / , 1/�J//�r//I III �i" /� j % / \ \ \ \ \ ` \\ /Ill/I L �� = \\\1\ 1l \ ) 1 � \ �\\ 0 100' 200' , ) I / / //� /,/__ _ ;_ // ,, /�// >i h h / '// ,/ _ \ \ IIII II \,1�i \ \I I111)/ \-,\: /� ) 1 J / / / / // ///// / _ _ _ _ //hQ,//, / /'/� - �(''/ % // ' ��1= \\ IIII I III1 r \\\1 , \ \ \ / �� / \ 1 1\// \ 1 I I 1 I / / // ///, /'/ ////i%ii�//''"/ /_ �_ _ -�-_ ��%/// D,j//zf'r1 530- ----'%%i �i'/ _ `\\ \ \ \\\ \ �11I)11I1 11 o\\ -// \r.\(\\1\\i --/ \-' / /''' / / /',i'// j'/�%��iji% ' i/�/ _� q5__= ��/' ��/// _ _ / ' i _ \ \ \ I IIII/Il I1111 1\\' -� \� (( \1\\/ �--%-- \ \ _ _ _ 11 \ \ - / / / ' / // // ZLDel /� 1'�. - -` ---_-�\\^ s \ // / // //- \\ °\\\ I\ /,J/// /i_ ,�, \\\\\/'///�-- '/ - / / / / / / / /i, / / 9 f°/��/rQ/ - �_-___= - >\��\\ \\1 _S ( / - - ///", / - \_ \ \ \ \ IIII r I1 jt)____ _\ \\ \ \\ .�//// - _- / / - _ \\\\ \ �\\ \ \\ - \ - � / _ \ � \ \ \ I 11 I / _ \ \ ' / - \\\ \ / -\ _/� \ / / ' l /,/. O , /i! �' \-m=z�T�_\" \\\� 7_;;\ S40-L- \\\'/// / /\_> _/ / /, \ �\ \\ \\\ 1I I11 j/l1 I ) `- _ // -- \ \ \\ I \ \\\ _� / / / / / %� / // 5 i \\ \ \\\Sri \\ �` ' /i/-. \\\ \ I I I 11 II '%�` ��_\ \ \ \_/// / // '\� \\ / / �// / // -60 \ \ \s T ��- 1 \ 1I/I 1 \ \ /// /- \ \ \ \ \ / }If \ J / \ - - _ / ' / / / / / / /� / /.� �y r.I - i - - - - - - \ .'_' \ _, \ \ \ \\\\ \ / / O -� / , \ \ I \ /( ) I \ _ \ \ / // _ \ \ \\ \ \ I J / / // /��'�' w/F E,<, jjj \ \ \\\ \\\ / 5 - -/ \ \ \� I ) /)11 __\'ter, / �/ _' \\ \ \ \ _\\\\\\ / \-,L/-�' \�-_- ////'/-y15�'/'///j j�`�%c 1,••;C•�-�'`� \\\ / i \\ \ \\ / / 'Il -�� �- _'// \)\ IIII/\ILD;,\ _ -\\\\ /'//___� \ \ \ \ \ \\ \ \\ \ r - - r ,ti - - \ - - � % iii -1 11 / '/ _ - - S� \ / - \ \\\ \ I / /� // / 1 `_ / / _ \ \ III I / !1( \ _ \, � '/v - - \ \ \\\\ \II \ 1 - - - r r \ -- // i�// '� % rJ� _ �° rE° o'"a \ - - - \ \\ \\ \\\ \ /! ',h // 5, _ / \ 1 I 1 I1 \ \�-� _ _ - - \\\\ '// \ \ ` \ \ \ ` I / 1 \ 1 1 I 1 I I -_ / % -, ' �� / / J %\ o n Eww�s,Ea, \ \ \ �I \ �� \ „ / ' / / - \ \ \ , I I I / `) \ \~ - - % \ \ \ \ \` \ A\ - / ,�,, - / /// / // / / \ \\ \ \ / / I \ ,/ \ \ \ '' // / II II / -- - - / // ' -570 = /_-_ \ \-- __\ \\ \\\\ \\'III, +\ // 'I -\ \ . \ \ \�, 1\ � _ - - \ \\\\\ // -/ �1 / 6 / \ \ TP \ - �- -_ • ` - / \ \ \ - / / / I I / - / / - \ \ \ \ \ _ - \� \\ \ \\\ \) t o / / / \ \ \ \ - \ ( \ \ -, - - _ I- \ \ \ � \ ` - / - /- - _ _ - \ 11 / / ♦ I 1 \ I / �� l - - / - � _ '- -- \ �`5` \ \\ V - _ _ _ _ _ \ \ \ 11' 1 / - \ \ \ - 1 \ \ _ - - _ _ - \ \\ \ \ \ � / _ \\ \ 1 1 •�� \ \ \ _ _ \ \ \ \ % _ _ / \ / / I I I \ h / / / /` - - � _ /1Z) - r �� \ \\ \ - _ � I0o \ 1 11 /i/ ' // \ \ \ \ \\ ( \ \ \ - \ \\ \\\ \\ \\\ \ - // _ - / / // I\\ / /\ //�5 /580" - \ _ \�\\\ \11I1\,1 \ / // -� \ \ ~ \ _\ \\ /--\ \ \ -\\ / / / / ) / l - i mil- o 1w � � a1 \) \ \ \ �� \ \ - - / r / _ - \ _ _ \ \ \\ \ \ \ - I l ' / ' / / l I I l i ) I �\ I I C - / /, /� _ _ t.1 l \ \ \ \ \ _ - \ \ \ 11 I I III // / / / / \ _ \ \ \ \ \ _ _ \ \ \ \ \ \. , / - - \ , 1 , / / / I \( /"i,-^=, = h\ \ \ \ _ - ` \ I IIIII�I 1 I / ' \ �\ \ \__ \- l \ \\\ -/., /'i---N \ ' -�� J "/' I \\/ 'l� i/I // //i�'�/ /// \ ro\ \\ \\\\ \------ \) 111 oll 1 '/ � 'i- \\-)-�\\\\\\ \ 1 r � \\ \t) \� / \ / / / / / ( I \ 1 �J / IIII , 5 / // \ \ �- - - - \ \ co II 55 „ -� PROP. ACSA EASEMENT BY OTHERS \ \ \ �\ / / _ _ I l 5g /i/ \ \ \ \ -SAS. ( I 1 1 5 / ( ) _ \ \ \ \ \\ \ / - \ \ \ \\ II I bl / / / / /- \ \ \ \ \ - / \ / / / / 1 - p / r \ \-,:,\ \ \ _ - - - \ \ ,1 ( 11 , 11 /, " X- \ - SEE VESCP/WPO 2018-91 \ \ \ \ \ � \ \ \ \ \ I \ \ \ \ \ \ \ ` ` \ \ \ \ \ _ / / )� ( - PRE DEVELOPED AREA #1 I J►I II I I l r / yri° '/ 'r! - - / � � \ \ \ \ \ \ _ - _ _ \ \ \ \ \\ \ \ \ \\ \ems / / \ ` \1 \ \ \ \ p, / tq / / - - L) \ \ \ \ \\ \\ �/ \ \ / �� \ \ \ \ \' `\ \ \ ` \ \ - / �`�/ / / ; = � L/ �' TOTAL AREA = 19.29 AC 1 1 \ `O \ 11 ,'/, h/ �' / 570 \ \ \ \ \ ` -, '- - \ ` \ ` \\ \ `\\ � \`_' ' ' - - \ ` \ \ \ / \ \ I \ \ \ ,\ �l 1 \ \ _ _ �- _ CN: 55 II I�1 1 \ / //, // 00 I/ ' ul \ \ \ \ _ - - - \ \ \ ` \ \ \ \\ \ \ u ' / \ /� \ \ \ \ (� \ \ 1 ) (\ \ \ ` \ \ \\ /_� - / J /--/, N N _ _ _ \ \ I, IIIII \ \•. / / -�/ /, / - - i \ \ \ \ \ \ \ - - - - - \ \ \ \ ` \ \ LSD - ' / \ \ \ 1 \ \ \ \ \ \ \\ \ 580 /\LONESO \ 11 1 11\ / / / // / // _ - \ \ \ \ _ _ \ \ \\\ \ - _ \ \ \ ` \ \ \ \ \ \ \ / _ - \ \ \ /� / /� \ \ \ \ �\ \ - ' ' , r \ TC:12MIN , 1 \ y�f/ / _ \ _ _- - , �/ r ( \ / ( \ `- > \ �� , l \ _ ��� ve�"R�/ °P\ \ , / /� \ \ \ \ \ \ cS \\ - / I / \ / I ) ) \ T" \ \ - _' ' / 590. \� ` `sd'\ \ ) w, b j 1 I I // // // / / / - \ \ _ _ - \ \ \ \ \ / I 1 / I I I I / / , \ \ \ \ \ \ \ \ \ \ \ I / � \ / ` /, / ` / 11 l I \, ,_ ) J ` _ \I- L_ = / //' "' - / � � ' _ \ \ S\ / / / 1111111I1111 111 /, 111( �'/ ,'/' Sj \ \\\ -_-- \ \ \ \ \\ \ �.\ \\ \ \ -) I / / /Y / r / / > >\ \ I I / S \ rn \ \ \ ,' [--\I�1�I I / 1 I11I'1 \ \ /( '�- Jv^ \\\�\(\\� ----- ___ __ 1\ /'/'///�/11111I L'/////I// /' / _ __� --\\\\ \ ---\ \\\ \\\\\\\\\\\\ )�// -� 11 �/� / 1 1 1 / .�// _--\80 \- \ \ --- - -'_ _ -_ > / / I/ I I / / /'/ ' / __\ -- - - � \\ \\ \ \ \ \ \ \ \\ I //�/ / /, ) /' / I \l I I 1 I 1 I \ \\ 1 l / / //� / \ \ � \ _,58 - - - - - _ _ _ -_ -_ _ - -_� A' / \ - / r' I /r / �/ I I I / /' / - - - - - - _ _ _ �- \ cs / I \ -585' - -- -- ` , -1 ' ' I l / 11 ' ' �' / ' --- ----- \\\ \ \ \\ \ \ \ \ \\\ \ \\\ \ II////'�/''�/ "''' I / / . / / II / / / / ' ' \ \\ rn \ \ \ \ 1 // /,/ / ) -,\ ( I' \ I I ( ) / ' , -\ `B\ \\ -_ _- - --- / 1 // / /--_----_\\ \ \ \ // // -/�/ ,' / /' )/\ //,III I I I I / '�///'// '/// /�---\S�-\ \ - -580 ----- /1 -I \ / 580- _ = _\\\ \\ \�\\��\\\ \\\\\\\\\\\\;IIIIIiilii/� ����/- ��� S \ \ \ \ \ II I I �/ // , J 1 .. J 1 / /// III/// ,I ///, // T ... �\ O_ _ _ -- - _ - -� -- --___ -- J / / I _ \ \ \\s\\\\ \ \ I\ 1 I\ IIII11111111111111111/- 1,,/ / / l / / / / / / r-\ r - - ---- __ - --_ \ \ \\ ) I I / /` / / /// // / / // / / \\\ \ \�_ - - ----_ _ - \ \ \\\ \ \1 I I I II I 1 I / 570 /� `� 585 - \ \\ \ 1 I I \ 1 I I I I III / r \ / I / !/ / / / //' / / / // '/ , / \ cS, ` 57 - i 575 \\ :-= 5 - / l l 1 / l ' , - - � i _~ \ \ \ \ \ � \ \ \ \ \ \ \ ( I I 1 I I IIII I I II III 11 '\ I / / / / / , - r / / /' - \ \ I \, I II 1111 11( / ( I _ _ _ /, / \ \ \ \ \ \ \ \ 1 \ 1 I I I I I I 'I\ 0 \ \ \ L / / / // / /'// / / ' / \ \\ 'o \ \ \ 5 -/- II \ - 75. _ _ v / ' / / , - - \ \ \ 1 I \ / I / / / / /� // / / / / \ \\ \-- - / I / I / \ \ \ \ \ I I l 1/ I II III \ \ \ / / / I / / / '/ { 1 / �' - - - \ \ \ \ /, , II \ I \ � r I, r ; - -580= _ \\ � _ , - / \ I I \ \ / r / / / // / ' '// / \ \ rJ - __ = / / / / I ' ' - \ \ ` \ \ \ ` ) I ► I I 1 / I / / / ► , I ► I \, II \I\I\\ 1 ' ( I ' 1 / / / / / / - \ \ / 2 \ \ \ / \ I \,... ,...: L(� I I ____�\ I I 1 I 1 \ I I \ / - / / / I / / 1 II I \ / / //// %'/'// / ////-'\ -\ \_ \ \ \-�� ��\j1iG';o"/ / 1 ,I1�1 ,I1 - \\\\\/'-/// / / / \`"\ \ \ \ \ \ \ \ I 1 I I II l/l/ / / l l /III IIII 11\\ 11, I/ I, I / 1 / / / / / / / / / / / / ( \ I I I / / / / / / \ r 1 1 / / /// , / / / / _ \ I // f /'/ �,' - - / / I I l / / // / / / / I I II I11 1 11 / \\ ) I / / // /., / / / I _ \ _ - - �\ / / \ t / l / \ I I / l 1 / / / / / / // / / / / ' I \ - _ _ _ \ �.� \ / II - I I - Ly _ \ / ) r 1 \\� �sao / ) I \ I 1 I / I f' / l / I I I . 1 11/ � / / / I / // / // / , / I\ \ I 1 // / r \ )__)' I- / -A - / / / /// / / / / / // / //}\ 1\I I1\ / I I I 'l / I /// //�// / / / / ) \ \ \ \ \ )� III ) I r \ - / / r ) \ f / / I I I // / / /� -- i _ I I 1,- I I \ / I I I l l / / /// I / / / , I I 1 - ✓ \ \ i -_ _� c\\ \ I \ III I \ 1 I I ,,� /' / ' ' ' 1 ) / / 1 / ) / / I 1 / / // /'/ / / / -, �r / ,r �, I11111 \� I / / / I t \ / _ \� / \ I I 11 I 1 I I / I / / l / _ , J) I \\\ I I / / /// l/// l / 1 1`\ \ --�\ s) �/ / I I1 ` / / '/ / / l// / '%-_- 1/ II \\ I�1/ / I // \ ! I 1 I I \ \ i � z_ \ - \ I \ \ / / / / / / / r 1\\ / l \ \ ) o / - I �- \ J 1 I / I I II /J// / l/ I \ \ / -'_ �/ \J r 1 // / / / / / /)I \ \/ I ( I I \' I I( l ( I / IN I 11 I I \ ' / / ' l / / , /// / / /, /' /'/ i / 1 / / (IIII )�\\\\\ \ i// // / / / / / / / / / / ---� I I I \ \ I ) _ 1I \ I I - ( ) / / / / / -\\ \\\ \ \\ \\ // _ �v - I / \\\I\ \� /I I II \ \ / / \ / /_ //' /'/� / /// // /, %,r�, /'/' , / ) ' \\)) 1 1 / I I l 1 1 )r/(\ \ \ \\ \\ \ 1 r / \\I+,� \ I I I' I I \\ \ \ - ( (\ \ \ _ / / ", / // I, / // / // , / / // /1 111 / / - -J1,\ \\ \\\ \ \ \ \ \ \ I I / \ �J��\ III II / / 1 \ \ \ \ I I V//// I I �_,N_ E,r l I I \ - \ \ \ / / (6 / / / / ' ' ' ''' //// / f "/'/ '/ / //, / / , ( ) //1 $ % 'i . 1 11\ \ j11 \ \\\\\ \\ \\ \ I I \ \\-/��\ �, / I \ \ / / \ \ \ / / �� / / / / / / / /' -, 1/' // / // / / /, \ // / II - ' \ 1 \ \� \\ \\\ \ `\\\_ti_= �\ "�_ ,-i. (, I / III \ \ \\ \ / '/ ////// / // / / /, /,/ /-', I I 1 1\ \ \ \\\ \� \\ \ \ \ - __-s_-Ir-3J'� �l\ III I \\\\ \ \ , / / /,/ // / //// / j '''/ / // ' / / / 1 / /// // // ' i \ \ \ \ _ _ -j1 - =-! - \ I I ` \ \ \ \ \-, / ,/ / / /// // // /// / / l J / // I/ ///, I 1 I\ \�\ \\ \\ = ___ _ _ - - 1 1 \\\ \ \_ \\ _ - I ( ) `L - _____- ,\--:-�\/� - - -- ----_ - \ `. / / //\\y/// //////// //1,� // // // i // /// / /(/,-%///, \ 1 \ \\ \ 1 \ i1'i\ i7 I \ `�1 T / ' ` ( r - - _ - _ �\ -I- ,\ /, I-\ \ - \ - \\ \ \ \ - , / / // /�<// /'� -'(// / // // /( I r l r ' / j / / //_/// /// / 1 \ / / / / r / // / / / / // / I / / / ' / L== " - ( r ' ( \� �)/ PRE -DEVELOPED � - � \\ ~ \\ /',' / - __� _<<;�,, / 1 \\ �\ \\I '/ // /I /'///i,'/ / l 1 ) ) / J / \� / / -/ \ \ I/ /(- ' - \\\\��l J��'r -l` `'/ ///f1 /1 /'( \\ \\ \ Il\ 1I / 1/ ,/, ��� ////j \ 11 1 I I -.0 I , I \ I I 1 1 / /'/� �/i /ice, '/// // i �// ' / �i - = \� \\ \ \\� \ \ \ \\ \\ I 1 ll' I , II /// / r / , ,,-/�/i �\ \\\\\\\\ \\\\ \\ \"\\ \ I 1 1 1 I I I III 1 / /, / t/ //- /- - ___ ___ _- -- �\ , '� \� \\\\ \\ \ , \\ \ \\ \ \ \ \ \ IIII ) I I 1 1 1 \ I I I I IIII 1111111� �1 % / L. , / J�/ //i/� % = =� _-- - = -\ \\\ \ �i1 � � \ \ - � I I I 1 I I I I \\ r / / // // \ I I I I I I I I I \ I I I 1 11 I I 1/I / / // / /'// �/ iI - \ = _ - _ - \ \ \\ \\\ ANALYSIS l(I �1 \\ , , \ _ _:. \ \ \ \ \ \� \ II I I 1 \ \ \ II III I 1//Il)I/ l /�� ,////// / /r \; _-- - " \ \ 1 \\ \ \ 1 I I I I I 1 I I I ll 1 1 / / / __,­,_� /i / / /// - \\ \ \ \ \ ) Il �1 \ � \ \ (\ \ \ \ I I III II \\\ \, 11 II 11 I //, / --\� `\ POINTI \ \ _\\`\ �: \ \ \ I IIII I111 14j111 / // //// / �' / / _ 1 \ \ \ 3 1 \ ) I I I I I 1 \ II III I )111111 I I , ./// \\ \\\ \\\ �l O$ I \I I) )) \) Illll IIIII \ \ 1 1 IIII 1 I,11111 1111111 �,' / j Jill// �- - \\ \ \\ ) <\ 11) II \ \\ \ \-A r / \ / 1 1 I 1 1 1 II I I 1 1 ,// //, " // \\ , \ 1 ) 1\ III 11111 -_ �\\\\\ \\ / / / / 1 1 / I / /11 ' 11I \ 1 \\ III )I I III 111111 I II //// / / \\ \ I,\ � I/1 1 --_\\ \� \ -\ I I I III - ' , / / // /�/ ' \ \ \ / 1 I I _ \ \\ \` \ / / / / / �/ I 1 1 \ 11 I IIII I / - -, / /i / , -, \ \ \\ \\\\\\ \\ \\ I I / / /' / / /�,-// ,/,/ / \ II �/I IIII ,- '/%/i/i/ l \) \ l \ _--, \\\\ ) 11= 1 �� I �' / '//- ��'-%,/// / I I I I 1 I I //% I/ /I!/ %�/IIII % �_l� i /'i/ ,' /j ` \\ l \\, k111\1 \ r = \ ) l SCALE 1 100 , � \ / / / / / � /, /,� -= , � / - - \ \ \\ \ \\ \ ` \ f / / ,/ --� ___-, , / / 11 / /////// j, o,� - /'/ // \� \ IL �-= �\\I\ �\11 �\� \ / / / , / / // / _ // / - / /` / / \ \ \ ` IIII/ / \ 1 \\ ) 1 I / / / / //// ���- ' / / / / / �''/'� � �� % - '/ // / ,/ ' / \ \\ \ \ \I 1111tII V� \ 1 111\ 11 II_ , 0 100 200 - - _ _ _ - _ _ _ / ) ) 1 / \ I / 1 / / /'/ // /'' % 'i'�"�� = = i= -� '- ' - /. �O'' / // / - _ /^� j // % // ' / \\ \ 11 I1) ) 1\ / / / �\1,1 I I 1 / _- I / , / / / , / / / - /i / 5361 - - ' / \ DRY POND AREA 7' / / l / / /, i ,% DRAINAGE AREA #4 =_ - = s�iihr� / _ _ _ _ ; % " \ 3� �, \ _ / / / / / / / / ? ; _ r / _ = - _ - / 1 I TOTAL: 1.50 AC - ,< ` \ \ \ ' , / ' / , / - / /i / //�/i/' TOTAL: 0.27 AC 545_ - _- �',; / / _ / \ _ ► > ► l - _- / / / / / / / / - _ \ \ /- /i `\/-\ \\ / / / /// �'�//�' //i'/'ii / // Lr= - ;// ;� _= _ _ \-\ \ \ �l I( IMPERVIOUS: ,�_%= / / / IMPERVIOUS: 0.00 AC J \ \ II\ /,Jj ; \ \ \ -' / / / / / / / // / 1 / /// /''"/,r4 MANAGED TURF: 0.27 AC �\ \ \ 1 S \ = - III r MANAGED TURF: 1.50 AC j� \ ' / / / - \ / \ - / ' / ,' ' / / / / / ' / i iGa//-` i l - - - �.,\ \ A\\ \\\\ \ �_ \``` }` ( ' - - \ \ f I I - � \ \ \ - ' \ III } J -(- - \\ \ \ // i \ / / / - _ _ \ \ \ -_\ / / / \ I \ / / r - - \ \ I / / / , // i / i O / J/ / r _ / _ \ _ \ O \ \ / \ \ / \ \ / , , / / /, /�' / /,./. , _ ` _ \\\\\ ,s\ S' / z \ \\\ IIIII//l I \ \ - - �\\\\\\� %�/ / \ \ \\ / / \ , ,/ / ' �i/ / ,_ ___ f- \\ \ S \ \\ / _\ \ /(`)III \'\�� _ \ //, -_ \ \ \ \ \ \ ` \\\\ I / J / �, \ \ - _ / / , I'll, .r ,,,� i i �j°E' - \ \ \ \ \ \\ \\\ / , j I - _ ))) I II \ t �\ \ \ // '� �, ' _ \ / / / , /11 "I , S \ \ ,11 I \ \ \ \ \ \,\\ \\\ . _-- r - // � , .1 65___/ __ - -- ( 1 \\ -- - \ \\ \\ //, - \\� \\\ \ \ J I /1\\\\111 I\(I / = - - - /C�'4��/�RfE////','i'i`' _ =.5- - �, , i -- l��\\ L��� \ \ \\' \\_ %i/'-___ \ / // III 1 (, % .,.1 / / /// / a / \\ \ \ \ \ / / / 1 1 \ / -'FEN- / / / / ' / _ _ - \ \ - / 1 _ \ \ - - - - _ \ \ \ \ \ \ \ , - - / \ \ \ \ / /// //////I III \I I ---\ - -/ �/, / [ -� r=/ice \ - \ �. \\-\'T� I \, ' , \ 11\,l` \\`;-%.�\;- \\\\\\\\\ Ji,� j - 1 \ \ \\\\ / �// //I 11 III / ___ - �/ //' -_57Q= ;_-=' S \ \\� / 56///\\ \ \\^\_- \\\(\\\�\\_--` \� \ \ \�� ,/�/ - - -- I \ \\ \__-/ -,///, /I l/ 1\� / ��o N/ I --� /_�_ - �'�^ \ \\)\ 1 , ,'-\ \� PROP. ACSA EASEMENT (BY OTHERS) \\\ \\� \ \�� -_ "-_;_---- / ' / 75, - 1 - r' / - � \ _ SEE VESCP/WPO 2018-91 � \ \ \ \ \\ \ \ ' I ' \ / // / / I I ) I ,, / `/ / r '/i5 s58 IIU ___ \\\1\\I1 1 \ � / \ \ \ \, \ /�----\\. / /( / / ", / / / III / I ) \\\\ </ '`1 1 Cr-','/Ij; - .\ \L\ _ \\ \\\\; \IIIII I11IlI//_- i �% // \\\-`\_\ \ -\1 \. \ \ \_____-1 -� \\\\\\\�\\ \\_,�' 1 \, / I / \ / r\ \ \ \ _ \ \ \ II IIII II 1 //�/�/ / 5--- \ I_-\\ \ \ \ - \ \` \\ \\\)�\ / - / ( \ I \/ 1�• \I\ - -- -- \ )I)//I/oI 56 \ ^ \ t / / / / / ,' C// I I \ I 1\ �-/ / -111 1 \ \ \ ` - -SAS, \ \\II 1 1 I 1 III I, / // / �/ / - \ \ �'' / \\ \\ \ \ g 1 cp0 \\ 1 / /,, 11 / / \ \ _ _ / (I \ - , .\ - / -// ___ - ��/ / - \/ / / \ / / '' / -( / , ' A I \,\� \\ / / ( ; \ \\ \\. ENCOMPASS REHAB PROJECT I /, / - / \ \ 1 \\-, /L TOTAL: 8.12 AC/ / ,,, z ,.-' , \11 \ \ \� 8 _ _ \\ c \ \ IMPERVIOUS: 4.62 AC / // //,/ h , r 570� I �\ \ \ _ \ MANAGED TURF: 3.50 AC I �// / / - - \ _ - 1 �_ A I \,\� \\ / / ( ; \ \\ \\. ENCOMPASS REHAB PROJECT I /, / - / \ \ 1 \\-, /L TOTAL: 8.12 AC/ / ,,, z ,.-' , \11 \ \ \� 8 _ _ \\ c \ \ IMPERVIOUS: 4.62 AC / // //,/ h , r 570� I �\ \ \ _ \ MANAGED TURF: 3.50 AC I �// / / - - \ _ - 1 �_ \ \ < \ \ \ \ \ \�\ \I � ` "I, - - - - - � , _ _ \ \ \ \ _\�_ \ \\\ \ ` _ \ \ \ - - \ \ \\ \ \\ \\ \-, \ \ \ \ / / / \ / - _ - " 1 \ \ _ _ \ \ \ \\\\\\�\\\//---\\\\\ ---\�\\ \\\ - _ _ \ \ \ I \ \ \ \\ \ \ \ �Q \ / 11 / \ \ \ \ \\\ 11 \ 51 \ \ ) I r)A< \ _ _ \ \ II I1 I / / _ \ \ \ \ \ \ \ \ s \ `\ l \-\__ ` / / \ 11 \\ �SS\\\\ / ) IIII II IIIIIIIII / //////' 1 / -\\ \\ \\ \\_ \\ \\ \\\\ \ \ \\ \s\\ \\ _-- // I I \ } J \ - \1- - _ - \ , \ \ \ \ / / / %//111111 IIIII II- Sj \ \ _ - _ _ \ _ \ \ \ _ _ -�\ \\ \ \ s0\ \ \ \ \\ ) /� \ t5` I I I I \ � \ \ \ \ \ \ \ I / �/` - _//=j�k I _ I \\\ / / /, 11 11 1 I I I I I IL',' // // 1 S \ `\ _ - - _ - \ \ \ \ - \ \ \ \ \ \ \\ \ O \ \ \\ ) I / / / /'/ /� 1 \ \ / I / \ \ \ \ \ \ \ / / / '/ \ \' / ''___S\ _\\ c� -- -- --- \\\_, // // ///ll 111111 L' / //// / --\\� __" \ \ \ --- \ \ \ \ \ \ \ \ \ I / '/ , ice' , 1 / 1 I \ 1 ( ' l //' / - - - \8�� \\ - / / ))\� / / // // // l / IIIII ,, // / / / _ _ _ \ - - _ - - `\_ \ - \ = \ \\ \ \ \\s0\\ \ \\ \\\\ \ ) l ///'/'/ice % � - / / / /\ \ I I I \ I I If I 1 / `B \ - - - - ` _ 580 - - - \ s \ \ \ 1 1 / / // -,/ / . / / ) / / I I I \�/ /,�(/,/ /,, /i// / _ 6 \ oefid \ _ - 580 / \� \ \ \\ �s\ \ \ \O \\ \\ \ \ \ \ \\\\\\\ \ \'IIII I I I I I Illil//i/J �� /%/ / 1 J / 1 I ) /' -- - - / ---- _ \I\ -'\ \ \ \ \ \ \) \ 11 I III III 1 r// ✓ t I � row /� ' / /// / / ///, // T \ \ O_ _ - - �•.. i - - \ - - _ _ _ - \ \ \ \\ \\ s \ \ \ \ \ \ \ 1 1 \ \ IIIII II II II 11111I(I/, J,/ / / J .� . T / I /' / - ' l I / / / / / / / /, / / // // i/ / /i / r- \ \r \ \ \ - _ - - `_ = _- - - - - _ _ \ \ \ \ \ ) I I I , \ 1 I I III I I I / / / / / // / / / \ \\ \ \� � _•570 � - ,- � l-I- � � �, 5 � --\- \ \ � \\\ \ \ \ \ \ 1 \ \ I I I I II I I I I / I I \ ► / ,' / /, ,/ // / / / / / / , r sue, S7 - � - 1g II 575• - - _ // l l l /,�/ / / ,' \ \� \ \ \ `O\ \ \\ \ \ \\I \ I i I I 1, I; 111 I�\ \ /\ `\ / / E - / ,,_ \�\ O \ \\\ \ \ ( I 1 I I III II II 1,1111 11 ( \( I \ / I / / // /// �i''i / ll Il l' '/ \ \\ 0\\\\ 6 �- =�__�- � / /) ) / - \ \ \ \ \ I I I I I/ I II II 1 \ 1 \ I / ' / / / , / / ' / { / / ' - - - \ \ \ \ \ \ 'G ��\ 1 \ \ � ' J =--580 L \\ I I / \ \ \ \ \ III I I l I I l I I I r / / , / / / /{ ' /- \ \ / 1 \ ,I , N 1 - AS ALTPARKING Lq r r I I _ _ _ ___-__�\ / /' _ \ \ \ I I I\ )1 I _ _ l I I I I II III\II II\\ \11I '( ri I l / / l , // , // /// / _ _ / � 1 � 1 _ - _ _ \ \ ' - /// / / /I / / / \ \ \ \ \ \ \ \ I I / l / ll l / I l / I I I I 11\ \ 111 / ' / \ I / 1 \ f l / '/ /, ///// / / / / / / /// / \ \ Y/ \ I I// HGLLr AoeFIR 1 / ) \ L 1 r / �� \ \ I \ I l / l ) // / \ l / r� / / // // ///'/'/ / / / / I I - _ \ _ _ /\ F, \ II L - \ / - r� _ _ \\� - / 0 I / 1 �/ / / I I\ II11 I// / /� 1 / / / // / // / \\ \_-_ F 4q / III /// \\ 1 - / - / /I ( \ 1 I I ll1/ l /l' /I, ''//i/ /' I1/II IIII IIII \\ ) / / \ I p r I _ - A=_ ' / / / \ I ) I \ 1 I / I / / / / / I Ill\ \ / I I III 'I // /l //�////�/ / / / t / � \ \ \ \ \) pA°,,r,aA 1 I r \ - / r \ f / I I � / / / / - // / � \ 1 \II 1 \\ I I / / / } �, �\ I \ II I 1 I\\\ / / / 1 I � \ ' 111 \ / / � ' l / / / l / f 111 // / / / I I11►\ I /, / / 1 / _ \� I \ I I 11 I I 1 I / �I I / / / / / / i /'/ / / l J r I 1\\ 1\\ \/ 1 / / I I I // J,//////// / / f \l I I \ I I \ \ \ /,��_ - \\ ...�/I/ - \ I 1 \ \ 1 J r 1 / / / '/ I / l // / // I / ' - / /) I ) \ l f I \ I I ( l ( I / \\ / - I II I 1 / / / / / / ,' / ' / / 1 / I I 1 I \\\\ \\\ ��/ - I I I " \ \ I % _ 11f o I II I / -J 1 ( I J , / / / / / / / / / / / / / / I \\ \ \ ) / / / / /// / / 1 ) - \\) / \ \\\ \ \ \ \\ \\ / / _ j v - I / \\\I\ \ � 'I I I I \ \ \ / / / _ //' /'/� / /// / / ,/ ,r�� // /' / - ' )11 JI I\\1 1 / I I ,, I-IJ1,�\( \ \ \ \\\\ \ \\\ \ \ I I / // - \\& )�� \III / I I \ \ ( \ \\ / / / / / / /// / �/ / / // , / /- / 1) 111� /� / III \ / / / / / / , //// / / / / / 1 111 / / - // �/// / / jrf/ / - / 1) / / 1 \ \ \\ I I Y//// I �E, -, I \ 1 \lam \ III \ \\\\ \� \\ \\ \ \ `\\\__�\_=-\ \ \ice ) ;,,(( ( / II \ \ / / / / / / // /, /,/ / \ , /i I I \ \ \ \\ / / / /// /, /, ///// /,/ / / / / / \ / (i / / () I I I I ; \\\ \ \\ \ \\\\ � �\ \ \ \ \ - -- = 3 L -_1\\ - - _ - \\ - - - - r _ _ - Il i l I \ \ - \\ \ \ \ - - // / // // / / // / �'1f /� // / / / / / / / /// ': 1 \ I \ , / /, / / /, / / / I / // / / / / 1 // / �/ /- ///, \ �1 \ I \ \ \ ''/\\ // ////// / / /// / / /// / / l J // , / P.1 / \ 1 \ \`_'i , ) \ / moo.°.a_G �\\- \\ I \� --- -- \ \_-' , // / ///,< /�- // ///// /I 1r1r'//� / /j-'/-/,,,,- I/ I l \ - // 1 / / /"°. / / / , \ I• \ _ \` \ _-`� /, / //, // /, _ J/r ��.r, // // I \\ \ ( 11 /!/// ' //1 " ' / i r 1L- _ _-J' _ / ( J ( ` I / / \ , ( INNOe�R�NDRIVE \\ _ > 1\� I�/ POST -DEVELOPED - _ \\ ~ \\I11 // ,_- - ,_'<<;�,,-/ // (/ I \\\� \\ \\I ) /�' �I _i i'/'//, ;,'/ / 1 ) / / - / / / - A , - \\ J /�'r- l` / ///f l / 1 / \ \ \ \ \ Il\ I I / r / //, ,/ --� �'i// j ,yx o Lie. No, 31371 I 02-14-2020 ,44 �� ONAL rS' M E O O N V N w > w 6E = Z L_ U N � Q w : � w 2 �- LwO 1`on^-I JU DID wJ-Ln 0- Or,j lV z � � v 3: 0 L 04 3 .,t c = U j � a c u� rn O in 1ti L_ M a-�t CO J kDF_ (r) O_ D O (D D O _ I- 0 III > Lu U a z 0 14 O �I �I z Z Z Z O OU OU OU a w O O O 0 (1) (1) U z O a a a w W W W 0) 0)N w "1 \ � C 0 � N " " N DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1" = 100' J I-1 a- Vl TO i z 0 z - 1:5 Q a. 1 z f-4 W CO /� , Lu \TZ Q W,�/oz Q. w Q X:J 2 Jw m W Qaa TW i V) Y / O CL 0 U z W \< D JOB NO. 43266 SHEET NO. C6.2 o ,_ D cli U c > 0 w GO _ 0 0 a 3 , T c _- 'a 4) to 3 a) M 6 c (6 _ a c cD 0. c O 0 _ c � a 30 W 00 CL 2 Z (,) O s2 0 c > 16 0 a c c a) (6 N a 0 O (I) 0 3 ') N Z N O N a (D �_ m O .L-- = 3 0 Q:5 o .3 a 0) 0) Y 3w U w c 4) o 2 2 ; GO c .4 U ` o a 3 _ 0 M a 6 �-o m 0 O c 1° 1n .o N U a 2 c N v) c O O C O Qo to a) 4).- - L LOOP ROAD TMP# 32-6R RSITY OF VIRGI STATE FOUNDA B. 2712 PG. 325 B. 1684 PG. 255 WATERLINE EASEMENT PUBLIC DRAINAGE PROP. 20' ACSA EASEMENT WATERLINE EASEMENT ------------ SWM FACILITY/ S TEEM SLOI I(MAN ED) I' G T O R II � I ST P SLOPES ASPHAL T PARI 8' HIGH ICK ( ANAGED) (ROLL YMEADE WALL' lDE ----- -- �� O TMP# 32-1- UNIVERSITY OF Vl REAL ESTATE FOUNDA D. B. 2712 PG. 325 D. B. 1802 PG. 682 D. B. 1684 PG. 225 STEEP SLOPES (MANAGED) / STEFi SLG CENTERLINE (P SERI OF STREAM WW� � WETLANDS 50' STREAM ' W / BUFFER 100' STREAM W BUFFER y PUBLIC DRAINAGE EASEMENT 4"W — — — — STEEP SLOPES (MANAGED) I PUBLIC DRAINAGE EASEMENT SWM FACILITIES I MANAGEMENT EASEMENT cuo PROP. ACSA EASEMENT (BY OTHERS) I SEE VESCP/WPO 2018-91 PUBLIC DRAINAGE EASEMENT � I z TMP# 32-6R UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION D. B. 2712 PG. 325 D. B. 1684 PG. 255 \ \ SAN, \ PROP. ACSA EASEMENT (BY OTHERS) SEE VESCP/WPO 2018-91 LEGEND PUBLIC DRAINAGE EASEMENT STORMWATER MANAGEMENT FACILITIES EASEMENT AREA ACSA WATERLINE EASEMENT SCALE 1 "=50' NOR 0 50' 100, cn 0 0 o' 0 W i W_ U Q z O m > o' D 0 Lie. No, 31371 02-14-20120 r'S I ONAL O V w 0 O O O O CL CL CL > OO OO OO W U-) U-) U-) N W O Q '~ o DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE 1 " = 50' J I —I V 0 z 0 z w W I --I ( f) I --I Q M a w Q W D ° U w Q Q LL 1 W J co J Q Q Lu i �/ / O V J 0 U z W Q D JOB NO. 43266 SHEET NO. C6.3 0 c y U C > 0 0 m 3 0 0 0 0. 3 0_ T C (0 O cn 0 3 0 c a m ca 0. 0 0 3 c as 0� �0 oW (7 CL 2z s0 :22 >.— cu O a c C N (6 N a U 0 c E� 0 3 ')N z 0� 2 a � axi H m o -C 0 0 CL 2 .3 a rn 7 N m o O U :F; i 2; c° o E `o a 3 C U � a �L6 m �U O C 0 0 0 '— N U a 2 CON w 0 C U � O 0a L INN OP N D!HAS � Lie. No. 31371 02-14-2020 �SSI ONAL 0 0 co i O M E f� N O O O N00 vi L .0'to I-- > E c + �O w a; E ca C)LoZ Lu > 3 0 �Oz z ^ ¢ LL o N ~ cd 0 0 6 Q J U 00 W W W Z C1 co cy)a>NON a UUU 0 U LY ~ i 0L(j "O 3�0 3X U O i p = p O L O— Q J Q w 00 N N N� Q (Z)T7 (M aj LL p O O O p7 O M LO "t Z Lr)U U UO ~M N~ Da0 N N V' m��c�F O aaaa�C M't<- F � o�aZ z O Qa— O MHz ? Lu W W W �<O> >> p O �Oz Z N(nHZ Z Z O N (�H— _ 5 o w Lu Lu Lu N T N Q p O p O �O H N M N N 0 f� N i N L M N L N 7 _ = N N r 0 = o � 0 0 0 208: DI-3C 8 ft Throat -- p O 0o m m 0 cfl N N $ N 0 nj tiCD cfl o o rn STA 10+00.00 0 m U) vi �? 00 M 00 00 cy) °0 N M M Cfl N p N CO M 00 00 N �o O - O p O CO O O O O O Co 00 O p O O _ �0LoLo �MMI` LO mo0N0 LO cp°OOri �n U�Nce) LO UornCv C-) LO coN� Sri �o U�LOo q o TOP571.51 0 ^ o o Q ��a;� c+moo MN�(O MO�m M� 0 M+0,�� 0 0o M��000 INV IN560.20(301) o _ d 0 0 �OtiZ �C) ��10 D i N��O Z) c+��LO ��p Z) + �1010 ! CC) O cD F O L 2 O O `O z z p INV IN 564.50 401 = o N — c 0 50 (D Ln0 2��Z O o�LOZ_ O D��Z o��z_ 0 _ _ ��Z Z o��Z z z ( ) -.rn co a—O> N�O> > ��O> > ��p> > �Q0> > Neap» > o Qa>> > a6Q0»> > INV IN560.19(209) �o = o PROFILE SCALE N(n�z N(nHz z 04 ? N(0HZ z c �FZ Z NU)�z z z N ��Z Z Z C)U) Z Z Z INV OUT559.15(207) �, � 00 0o = m c? m � O M 00 O CO ti `. � N _ 595 595 Sul) O��oo� a) (0 �°o Lti o o O OLOz O m ��� ? �MOMO Lf� O SON > W \ N N Qa �LOZ � tu') + Ol0 \ \ oN ��Z Z O <0- LOZ 0 ui ��Z U N U)P- Z o0 Q0> > d Qa> Q ti N c�Z z cnP z0 O 575 575 �n DATE D 51612019 O >- DRAWN BY Z. DAHL DESIGNED BY A. ALLISON • • • • • • AS SHOWN J I --I V 1 O Z z O I --I Q I --I W J_ LL z 0 W � W _ J J w O m J a W Z 'V l V 1 Q 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 9+50 10+00 11+00 12+00 13+00 13+50 O STORM: STR 224 - STR 208 STORM: STR 208 - DRY PONDU HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' z VERT SCALE: 1"=5 VERT SCALE: 1"=5 W \Q D JOB NO. 43266 SHEET NO. C7.1 590 1 590 I — 585 585 / \ 580 580 \ EXIST. 570 570 565 565 L_ OP N D!HAS � Lie. No. 31371 02-14-2020 0 �SSI ONAL m � o WY M r U _ O U O ti o o N r (9 Q r O r O r r C) E r0 N O o O M E O 2 0 = O It O O O O ti Q L O O O r r p r O �? O r r Lf) r O = N U 2 ao _ O O O o 0) r r 0) O H M N O v Z GOON a) ~ �ONr` O OOcocy) O O coN � COq � �r O O O 700 00 0 LC) u � � Q 0 <�OLn 0r-�r` o L�r-. O LN�M �C) . CO 100: EW-1 -Precast Nr�(Q ooMr . r 001�C0 CO r co r > E +cVj� �rn�r c+crj� C+0� H +o� mo0� U�LOo�o O CUC) - > �N�O Lo �2��� MC)MLO ���Z g��z_ 0O ���Z STA14+22.12 +oNH �?+���� m+0ti� +NLO� w °; E ~Q0- �r�z ° Q0_— ° 4<0- > N<Q- > TOP486.83 ci—Ln0 o��z z z p U��O DLO_ _ O0 W > <a- >> �O �O a- LO--- NQ <Q_—— F_u a� 3 r �HOz ao�0> > C) z �()�z ? �()�? ? INVIN484.00(101) c�iQ > ODQ >>> > 0�0> o Q0>> > Q LL ��— oU)Pz z �U)H— — o�OIt coz 0U)0C14Z Z Z Z LOU) �Oz z z u- Z Z Z 550 550 580 580 580 580 Q W= W W W z Lu Lu Lu w � aJ—L6 O OO N 0 0 0 3 X In Z3 Z oa 3 "t 0 °U OO OO _ N Z W W W U a- O a a a $N > Q Q QLu vi 0 M 0 ~ o _// I L� > F- Q � 1 ti N z o 0 DATE D 51612019 0 9+50 10+00 11+00 5 DRAWN BY STORM: STR 502 - STR 210 Z. DAHL HORIZ SCALE: 1"=50' • DESIGNED BY VERT SCALE: 1"=5 m 0 • A. ALLISON 0 50 • CHECKED BY O _ PROFILE SCALE o • J. HASH E o m r- izi S S M •0 SCALE co N c r� C° N m C AS SHOWN m��co0o Ln +MLOLOF �oLoZ z_ 0 0�0>> > O(n�Z Z Z • co 0 m m m ca Cu VJ 0 L L m z; o F a) 0 0 O co o ^ o E o °� ch E o is ^ �--� 0 r (0 o rn co E o(0 0 o O co (0 2 i M r ca0N"T C0 CN Oo Cti co N LO � CU.) OIt N CM co CD N 0') N V iLk (a O fn N CO p 0 ID M M r N 9+50 10+00 11+00 11+50 00p) C.0 � mtic�00 L0 CuL0Locoo °0o cn ��N00 ��!Ory cucri°`nocri 0°ornN �CY) 0 NO�� - t co m + CjCfl CO m OLf)L!i m tt00� Lo m + 00 CMr�O O O STORM: STR 402 -STR 208 r��z ° �o�Z iONr_L� _ +M� - + M�, ic�rr�`� ' N�� T N<CL > �— O r—U-)Z z 0 04C) LOC) rrinZ 0 �r L0Z Z 0 i r O O Q O — O 0- -- HORIZ SCALE: 1"=50' 0��z z ~0z z o�0>> > ooQCL> �Q0> > 0�0> > _�O>> > VERT SCALE:1"=5 `0C/) - OU)�Z Z Z ��Oz (0U) Z_ z o��? ? NU)�Z Z Z 585 585 585 585 O I --I Q I --I W J_ LL z O W o w _ J RIPRAP STABILIZATION Lu 0 0 w O (SEE DETAIL) J m J a � W Z 0 'V l V 1 Q O U 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 12+50 z STORM: DRY POND - STR 100 STORM: STR 612 - STR 606 STORM: STR 608 - STR 212 W HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' Q VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 / JOB NO. 43266 SHEET NO. C7.2 545 545 540 540 535 535 -PROP. \ GRADE (DRY 530 POND) 530 525 525 520 520 EXIST. 109 GRADE 90.20' OF 21" HDPE 515 @ 4.31 % � 515 510 107 510 102.47' OF \ 21" HDPE @ 9.00% � 505 505 500 500 105 126.30' OF 21" HDPE @ 10.00% 495 495 490 490 _ 103 � 79.21' OF 21" HDPE 485 @ 9.13% 485 480 480 101 16.96' OF 30" HDPE @ 1.00% 475 475 PROP. 575 GRADE 575 570 4" DOMESTIC 570 WATE LINE 565 565 401 � 74.15' OF 12" HDPE @ 2.56% 560 560 555 EXIST. 555 550 GRADE 550 545 545 540 540 PROP. 575 GRADE 575 570 570 DOMESTIC 1.5' MIN. WATERLINE 565 501 565 46.65' OF \ 8" HDPE @ 5.70% EXIST. 560 GRADE 560 580 _ 580 PROP. —_-- GRADE � i 575 � EXIST. 575 GRADE 570 � 570 565 611 565 609 71.25' OF 12" HDPE 154.22' OF @ 1.00% 12" HDPE @ 1.00% 560 560 580 \ 580 \ PORTION OF � BUILDING PROP. EXIST. GRADE GRADE 575 575 570 \ 570 \ 565 \ 565 607 55.67' OF 605 603 601 8" HDPE 28.58' OF 91.08' OF 42.83' OF @ 1.00% 15" DIP 15" HDPE 12" HDPE @ 1.00% @ 1.00% @ 3.00% 560 560 OP cc N44AS a)) �, L0 Ui o ati Lie. No, 31371 O r °r0 M 0 � O J M M 00 M O � � O ON O O X -- cl O— L O v LO O L o 0 0 W r i M LO M� O r Lo 4 N co LO cy) It .N_. LO 02- -2020 Oq >O O O Vic) � MOO � cy) �M O 0000r(V Lo LO CD CD r O�� N�ti� �0�� CO UNMM I C+, V) LO m10NO i� U�Lno � o Ln SSInNAL X+ r (0 m+ r 0 M+ r am - E U) z Z O _M + N Lf) ~ _M + r Ln Ln Lo �oti� Ln Nti <0- �ti Lnr NrU)z Nr�Z O Q] LOZ O o�0>> > �rLnZ 0 or�z z z 0 Q D- 66 Q d C6 Q 0-> > cM co H Z Z Z N Q �> > 00 Q >>> > �0> > 0�0> > oF- Oz z pHOz z o�Oz Z Z z McoPz Z MU) Z Z MU)H— — MW H— — NU)~— — — — o E N O 580 580 Q 0 > E Lu °' E F Lu 0 F � j o 0 L6 `� m W W W ce) = M M O f` M $ LO LO M W J U L6 0 OM 00 > p ON N 0 0 0 _ Ln y r t U (n N� d r d OOp a0 co N °) M O O MLO 1t _ co00Lo M-N .(0 mMON LO LO z~ 3 U Z Z Z UrLnO CC)C) �ru')Z Z 0 0 d 0 o Q U U U TIE TO PROPOSED °�0z c9QQ-> > 0�0>> > v °)� z co(B H— r F- 0 Z Z Z = > L r� Q DOWNSPOUT cy) co P z z M U) �- --- a- - a a a (SEE ARCH/MEP PLANS) 0 N j Lu Lu Lu Lu 575 575 co -j Lu Lu Lu CD Lu vi 0 0-1 0 0 > rj F- Q ti N z o 0 DATE 51612019 0 DRAWN BY Z. DAHL • DESIGNED BY 5 • A. ALLISON • CHECKED BY • 1. HASH m 0 • SCALE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 � CD 00 0 STORM: STR 310 -STR 208 STORM: STR 318 -STR 304 • AS SHOWN 0 50 00 00 N Q0 PROFILE SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' m + N VERT SCALE: 1"=5 VERT SCALE: 1"=5 N ~ Z �rLnz O m �— D 00 co z • o E 0o ti ao O �� o o �rnv i co °� Op 00 0p L O 0� N N p 00 N ti p N O 00 M 00 r �� O OI`°00 CO O-O(.0 �r O N N 'IT V c�(Oi9 (�6f��r-- Lo Cp(flLli mO(OCfl io coO W N~ � mMti� � co + (M� � t �� (B+Lyj� m I�OO m°rOM� LSD M + r(O (0 U L5 Lo p U O L() Z 0 OO ti Z) It O� Ln M+ N Ln ~ ' � Lf Z O ih 0 a— O (�rLn0 NrLOZ O QNti o z Z 0 Z C) ��O> ~0z z 66 0—> (fla0-> > Qa_ O °r°�0>> > 000)�Z 00U)— 000)Hz 000)OZ Z C) Z NU)�Z Z Z LO co cn P O � 590 590 590 590 cooLo �_t Cot O Uo�O o U) OP Z 580 580 Q I —I Lu J_ L7LL z 0 Lu W _ J J w O m J a � �..�j Z 'V l V 1 Q O U z w Q 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 13+50 > STORM: STR 704 - PIPE 213 STORM: STR 812 - PIPE 805 STORM: STR 808 - STR 218 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. 43266 SHEET NO. C7.3 EXIST. GRADE 575 PROP. 575 GRADE \ 570 "DOMESTIC 3.5' MIN \ 570 WATERU�VE 3.5' MIN. / 4" DOMESTIC 1' MIN. WATER INE \ O \ 565 565 \ 309 116.50' OF 18" HDPE 560 @ 1.00% 303 560 301 307 105.01' OF 102.35' OF \ 18" HDPE 18" HDPE 152.49' OF \ 65.47' OF 24" HDPE @ 1.00% @ 1.00% 18" HDPE � @ 1.00% @ 1.00% � 555 555 550 \ 550 \ 545 545 EXIST. \ GRADE \ 575 575 PROP. GRADE 570 570 565 565 703 30.75' OF TIE TO 6" HDPE 701 PIPE 213 @ 9 50% 30.15' OF 6" HDPE 560 @ 9.50% 560 555 555 PROP. GRADE 570 570 i 317 64.43' OF 6" HDPE 565 @ 4.00% 565 315 O 99.43' OF 12" HDPE 560 @ 1.04% 560 EXIST. GRADE 555 555 i / 585 ^ / 585 EXIST. 580 GRADE 580 PROP. 575 GRADE 575 570 570 _ TIE TO PIPE 805 565 565 _ 811 809 77.48' OF 51.12' OF 12" HDPE 12" HDPE @ 2.00% @ 4.90% 560 560 585 — 585 EXIST. GRADE 580 580 PROP. 575 GRADE 575 570 570 EXISTING 6" PVC SANITARY PIPE 1.5' MIN. 565 565 807 71.05' OF 805 803 801 6" HDPE 132.76' OF 14.62' OF 54.65' OF @ 4.00% 12" HDPE 18" HDPE 18" HDPE @ 0.75% @ 0.75% @ 0.75% 560 560 L_ C O cio a C Q a a 0 v 0 N 0 N v N O a 6 a 0) 3 a z Q J a z 0 Q c� F- 2 06 W a a U t] z a J STREAM BUFFER PLANTING REQUIREMENTS: / / / ' — — ' _ — ' / / / / / / / / / / / ' , ' ' / MITIGATION AREA IS EQUAL TO DOUBLE (2X) THE DISTURBED AREA , ' / / ' //' /' / / _ _ / / / / / r /' // ////, /, /, //, "/Ah , / — PLTH p \ \ \ \ °°° \V , , PER 400 SF OR 20X20 AREA PLANT (1) CANOPY TREE, (2) UNDERSTORY , / / / , / \ / / % / TREES, AND 3 SMALL SHRUBS / ' ' , / /'' /� i'/ / / ��/ / i i '� '/ ' -_ _ _ � � _` - _ - _ - _ � _ _ � _ ' / � ��✓ 4� , / / / / / ' l- ' _ - - - - - - - I\ O NKW. H IIIw \ \• - ° / STREAM BUFFER PLANTING CALCULATIONS: , , , / / / / // /� � �// � __�-_ — ___/ ///,/////�0 / , / I � �- _ ._ � � /I 4f) o / / / / / / /� / / / /'/' — J — �— _ i //'// ////� / / I --530 _ / AREA OF DISTURBANCE = 750 SF / , / / / / / / / / / / _ _ _ _ _ _ _ _ _ / _ _ _ _ _ _ _ _ _ r/ , / /I _ — — _ _ — 02/14/20 ° AREA OF DISTURBANCE(750SF)X2=1,500SF ' ,' /' / ,'/' � �'' /'/ /'//'''' �i/////. / / / I� — —J� ---- _-- w 1,500 SF / 400 SF = 3.75 UNITS 3.75 UNITS = 4 UNITS / / / / / / / / // ' ' / '/ ' /' ' _ — _ — — ' — ', _ — —_ — ''/ / h/ / / ' 4 UNITS //4 CANOPY TREES, 8 UNDERSTORY TREES, 12 SMALL SHRUBS / / ' ' ' / ' ' ' ' / / / /s�EsPS�PE� ' ' / i — ' , ' , — — _ _ — , ,_ _ _ _ — — _ _ /// /� / / / , _ _ — — — , — _ _ PE Ag • \ - l ) ( ) ( ) / r / "" ) / / i i i i _ _ _ ' i ' /i __ __ — — — — — — / / ' S Er� S�.OPES / J\ /( / 5 5 �PRFEERi/E NOTE:', ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO / / r / / / / / / / / _r _ \ \ _ REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES / r' / , TM�#32a7 ' / '� ` _ _ _ \—=\—'� \ ✓ ' o / T / / i / / i / , / — 0 _ IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND / / GOLD/LF�4F/L ND T U T/V03,/ / / / / h �_ _ _ _ _ _ _ , \ _ _ _ _ _ _ _ _ - _ \ \ \ \ \ \ 535, \ \ \ yAr _ N th / - / ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. / , / / �P / / / p _ _ _ _ _ _ _ _ _ _ _ \ \ \ \ CLNI{F�RLINE \ \ �y / / / ^ - Q o / p.B 1 �5 G. 6�6�'r�/r nv�C REAI�/� I— — 1 \ / / — — — — > E DETAIL MITIGATION PLANTING PLAN SCALE 1 =20' / / , / / / / /l� , / , , c / / / / X-7-- E WETLAND ' \ W /Lu> 05 / 0 20' 40' Q�I\ � _ \ / / I r d J /� ; _ — — — — _ �560 — — _ \ \ \ \ \ \ \ \ \\ 17a�L MITIGATION RLANTII� �'� - Til-I� tT/ ' / � I- -- — o' � o rn O O O / _ — — _ _ 1\OO�STR�4M\ \ \ \ \ mi, i �� / $TR FFER AREA O v, a v v v \ \ _ \ \ \ \ / / / W y \ \ 11'STRyM$VFFEA \ \ \ \ \ \ \ \ \ \ \ \ \ y/ , / / / (� / / J R N'lJDI-- 1 ,071 SF U z! z-- z!EN CC REA TO -BE RE �3: O x ��y y �✓ — — ' \ \ \ \ \ �� \ \ \ \ �/ / ITI 160 N S; y `� \ \ / O ----- / / X \ \ \ \ \ \ �V io i/- — — / \ \ \ \ \ \ \ \ \ \ / / / / / IW O AM H Q`n SSS! \ \` - LIMITS OF WORK ` \ \ \\ \ /,r / / /U / \ O N > \EEM6 mmm moon wom —maim_ mmm -dMMM1I- 'j—, Aiimi` Memo" 'Niiiiii moon mmm 22 WIF:iEF6NCE/ �EX)9TItAGr\Y♦ J 0-1VEGETAT(O STEEPOP_ — — — -RIP T}2EAI MEADOW -PLANT RF l O 57 —_KT I I I 1 / I 'I�/ / - - - _ _ - - - - - - ' / / /' /' '' ' ���- - _ _ - - - - - - r ` / �I \ \ • _1 - T \ \\ \ \ \\\\\\ \ �' y I 0 T Lu Lu >0 8-) 0 u 1 _--- I I \ 1 II I 1 I \ o � / / / / / � ti N O I El Ln DATE > ,' / ► I , ( I \ \\ I / / \\ / /t- / / I I / // // i %i �'� / \ e `\ \ \ \ 516120190 PROPOSED BULDING DRAWN BY / I/it I I a; � � I � / / I \ — — — — — / ! \ \ I / , '� / /, \ 1 w \ ♦ \--- - - -- \ I 1 1 �, 1 1 III // / / / / / I I I 1\ \ \ \ \ \ ► / / / / 1, _ i _ _ 5g0 / / \ ,1 `lc `\ \ \ \ _ \ \ I 1 I l I l l l l I /' / / / ' ' / / ' /' ` DESIGNED BY \ / \ \ \ \ \ / _ / _ _ _ \ al \ \ _ — I I , , / / — — — \ • M. RACHNER \ � \ \ \ \ \ � \ \\\ \\ \\ \ \ \ \ \ \ \ - ' / / � -\ � a€ � \ �' \ \\ \ \\ \ _ _ \ :� �� r��\ ;� yl � •, i I I I I I I I / / / / / / / / / / / / /�ii /� / /, \ \ � CHECKED BY 9.1 \ \ �\ �r , 1 `T ► I I I I, / / / / / , r / �_ - (`, • F.HANCOCK 0 SCALE < �\ _----� \\\\ \ _ �580. \ \ I I I 1 1 I 1 1 \// / �I —570 F� I • I 0',\\ \\ \ \\ \\ \\\ \\ \ -\-- _' d� P " p�, fl / / / \ -- _ \r,,,,\ a b\ \\\ � --\ \� \\ --- ��.__ \ I I 'I � II '® 111 '\ 1 \ \ � \ �/ / / /' / , // � � ,,:, / i�I ----'/ -\ • P 1 \ \ \ \ \ / / • • \\\ \ \ �\ J \ 1 I 1 1 \ I I / / �� / > ME OW PLANTINGS ^^ �8 I, \ \ \ \ \ 1 \ ` _ - - - / ' ' T � � `� / _ • \\ \ \ \ \ \ I I \1 _ _ = / / /•' , / / \l \ \\' r/ \ , - - f ,' -- ----- _ \` __ \ \ I , �l�• -c6- _ I - U) _ _ -LOOP ROAQ•8 MUERLINE \ \ \ \ \ \ \ \ \ + _ _ �• \ _ / A; / \ • • /l000u 4 r � i // /' \N/ ' ` �•` \ . — — — — — — = _--���P--�-O-A_D-- — / •• _vv • • \ I • • / • ' /' 06 W � ' / / /• 11/ / / / / ' � ' �' � � \ �\ \ i � � -�id � � � �� �� r- .��� �_ ,�_� -r ��� �� �/mil ' �Ir A-- � � � -j r -i ICI , -580— W z SLOPES \ - / \ I \ \ \ /� \ \ ` 1 1 1 ) (MANAGED) / \ _ j I = J /���\ l //I I►I/--/ /�' �� / L �/I r' / --------------I. / / � \oy`�MP G __ / _ _ \\ / L //I / //•, �I / �� /� // / / / I II \ \\ \ -� \ __- _ — — _ __ _ -/\ //\ i i \ \\\ \ \\ \ \\II ili ' illI i� -//%(NT „ °��G����M`�1A\\N / STEEP SLOPES *\o (MANAGED) / w L !__ ♦\\\� I \ lII l / \ I I I I (I I 1 I I \-' / / I / / I 7 IW \`\ ' I I I \ \ \\ '/ \ I-/ \' / \ \ \ \`\ \ \ \ III, I I \ ' / I , �r,� / I I I I \\ \ \ \ GcJP.N�P1°X \I \ \ \ • \ I 1 \ I I I ' ' \ \\ \\ \-' l \ I llll , -I ' I �S�\N �PQ �or S7'ffEPSLOPES/ `L_— — \\�\�\ \�` \I\ \ 1 1) \ ---- 150 ' I� I I I \ \ _—_— SCALE1"=40' NOR JOB NO. 01 \ \• — -- — — _ _______ _____— —_--_= - ===- J 43266 - - - - - - - - - - - - _\\ SHEET NO. _=_=— _ — / ► \ , — ,—\ — ,------———————--— — —---- -- \`\ --- L1,0 0 U C 3 c -oil �O 2 (7 2Z s0 o 2 C 2 T O O c � m w a U O (D C� 3 U N Z 0� 2 a 2 axi F- o -C O nL.. 2 .3 a � c � Y � w U N NC O +� 2 �N co_ ay+ U O 3 C U N a 00 �U O C N O O . N U a 2 �N `° c Co C O 2 O. O Da) �E L