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SDP202200009 Plan - Approved 2022-04-07
Sheet List Table SITE DATA: TAX MAP PARCEL AND OWNER INFO EXISTING AREA. EXISTING ZONING. PROPOSED ZONING. OVERLAY DISTRICT: MAGISTERIAL DISTRICT: CURRENT USE: RIO POINT SDP - 2022 - XXXXX INITIAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA PARCEL 06100-00-00-167CO D.B 1681. PG. 174 RIO POINT LLC 123 EAST MAIN ST 5TH FLOOR CHARLOTTESVILLE. VA 22902 PARCEL 06100-00-00-16700 D.B. 1688, PG. 564 RIO POINT LLC 123 EAST MAIN ST 5TH FLOOR CHARLOTTESVILLE. VA 22902 PARCEL 06100-00-00-167CO = 25.73 AC. PARCEL 06100.00.00.16700 = 1.58 AC. R4 - RESIDENTIAL AREA PLANNED RESIDENTIAL DEVELOPMENT (PRO). PROPERTY SHALL STILL COMPLY WITH EXISTING ZONING OVERLAY DISTRICTS PRESERVED SLOPES SHOWN PER ALBEMARLE COUNTY GIS, AIRPORT IMPACT AREA (AIA). FLOODPLAIN HAZARD OVERLAY DISTRICT (FH), AREAS OF MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND ENTRANCE CORRIDOR OVERLAY DISTRICT (EC). THESE OVERLAY DISTRICTS ARE NOT BEING REVISED AS PART OF THE PROJECT. M SINGLE FAMILY DETACHED (SFD) HOUSE PROPOSED USE: RESIDENTIAL SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 1001 BOULDERS PARKWAY SUITE 300 RICHMOND. VA 23225 804-200-6500 PROJECT tt: 46983 DATE: 12111 /2020 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 WETLAND IMPACTS: NONE UTILITIES: ACSA WATER AND RWSA SEWER WATERSHED. RIVANNA RIVER - MEADOW CREEK FLOODPLAIN. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION. A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. APPROVED by the Albemarle County Community Development Department Date April 7, 2022 File # SDP202200009 Application Type Initial Site Plan Lead Reviewer: Cameron Langille 02/o7/2oz2 O� ,5��� PROJECT LOCATION 41,k/ �P 0 r Q 40 O-T 2 O VICINITY MAP lit =2000' DEVELOPER: RIO POINT LLC 123 EAST MAIN ST 5TH FLOOR CHARLOTTESVILLE, VA 22902 CONTACT: CHRISTOPHER HENRY CHENRY@STONYPOINTDG.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet Number Sheet Title C0.0 COVER C0.1 REZONING PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 OVERALL EXISTING CONDITIONS PLAN C2.1 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.2 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.3 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.4 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.5 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.6 EXISTING CONDITIONS & DEMOLITIONS PLAN C4.0 OVERALL LAYOUT PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.3 LAYOUT & UTILITIES PLAN C4.4 LAYOUT & UTILITIES PLAN C4.5 LAYOUT & UTILITIES PLAN C4.6 LAYOUT & UTILITIES PLAN C4.7 LAYOUT & UTILITIES PLAN C4.8 LAYOUT & UTILITIES PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 GRADING & DRAINAGE PLAN C5.4 GRADING & DRAINAGE PLAN C5.5 GRADING & DRAINAGE PLAN C8.0 STORM PROFILES C8.1 STORM PROFILES C8.2 STORM PROFILES C8.3 STORM & SANITARY STRUCTURE & PIPE TABLES C9.0 UTILITY PROFILES C9.1 UTILITY PROFILES C9.2 UTILITY PROFILES C10.0 SIGHT DISTANCE PROFILE TOTAL: 36 SHEETS 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 ©A1r"W[Il:11L•13I IF, IWII APPROVAL DATE v CRAIG W I- KO'CARSKI a Lic. No. 04020-1850^, 02-0-7-22,a, ^� E 0 0 � u N ui > E w „ E :. o0 I:cd' W L 20 C�aJW ON V � a O x a cc W LL oa =u'n r a ry am as 00 J o� vi D 0 0 x D 0 x r 0 w u a z 0 0 0 CL O oc 0 E H w F- Q 0 DATE 0210712022 DRAWN BY 2. VAN NIEKERX DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE zw _I 0m w O 0 ° U OU I..L JOB NO. 46883 SHEET NO. CO.O nL L SITE DATA (CONTINUED): TOTAL PROJECT AREA: PARCEL 06100-00-00-167130 = 25.73 AC. PARCEL 06100-00-00-16700 = 1.58 AC. 27.31 AC. AREA DEDICATED TO PUBLIC RIW:, 0.82 AC. TOTAL DEVELOPABLE AREA 27.31 AC - 0.82 AC = 26.49 AC. EXISTING IMPERVIOUS AREA: 0.212ACRES PROPOSED IMPERVIOUS AREA: 10.22 ACRES ..LIMITS OF DISTURBANCE: , .... 18.44 ACRES PROPOSED USE: RESIDENTIAL PROPOSED UNITS: 130 - ONE BEDROOM APARTMENTS 124-TWO BEDROOM APARTMENTS ..... . 30 - THREE BEDROOM APARTMENTS 15-TOWNHOUSE 299 TOTAL UNITS 28 ADDITIONAL UNITS PROPOSED WITH FUTURE BUILDING 327 UNITS NET DENSITY: OVERALL NET DENSITY CALCULATIONS (BASED ON THE ALBEMARLE COUNTY GIS COMPREHENSIVE PLAN MAPS) NEIGHBORHOOD SERVICE CENTER (3-20 UNITIACRE) x 5.33 ACRES = 15 UNITS (MIN.) & 106 UNITS (MAX) URBAN DENSITY RESIDENTIAL (6.01 -34 UNITSIACRE) x 14.95 ACRES = 89 UNITS (MIN.) & 508 UNITS (MAX) PUBLIC & PRIVATE " OPEN SPACE AREA (ZERO UNITS/ACRE) = 0 UNITS (MIN. & MAX) OVERALL ALLOWABLE NET DENSITY: 104 UNITS (MIN.) TO 614 UNITS (MAX.) PROPOSED DENSITY: 327 UNITS ! 27.31 ACRES = 11.97 DU/AC ALLOWABLE USES: THE ALLOWABLE USES FOR THIS DEVELOPMENT SHALL BE IN ACCORDANCE WITH SECTION 18-19.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BUILDING HEIGHT: THE MAXIMUM BUILDING HEIGHT FOR THIS DEVELOPMENT SHALL BE A 3 STORY BUILDING WITH A BUILDING HEIGHT NOT TO EXCEED 45 FEET. FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, .. WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. OPEN SPACE REQUIRED: 25% X 26.49 AC = 6.62 AC. OPEN SPACE PROVIDED: COMMON OPEN SPACE AREA = 7.49 AC (MIN.) OPEN SPACE TO BE DEDICATED TO PUBLIC USE = 1.1 AC ACTIVE RECREATION AREA = 1.0 AC (MIN.) CONSERVATION AREA DEDICATED TO PUBLIC USE = 5.89 AC GREENWAY TO BE DEDICATED TO PUBLIC USE = 0.12 AC TOTAL OPEN SPACE PROVIDED = 15.6 AC MIN (58.99%) OPEN SPACE CALCULATION: 26.49 AC - (CONSERV. AREA 5.89 AC) - (PARK 1.1 AC) - (GREENWAY 0.12 AC)) X 25% REQUIRED OPEN .SPACE = 4.85.AC PROVIDED OPEN SPACE = 7.49 AC (COMMON) + 1.0 AC (ACTIVE) = 8.5 AC ACCESS: THE PROJECT CURRENTLY HAS (2) ACCESS POINTS FROM RIO ROAD THAT WILL SERVE AS ACCESS TO THE SITE. THE DEVELOPMENT ... IS PROPOSING AN INTERCONNECTION TO TMP 61-167A AS SHOWN ON THE APPLICATION PLAN. THERE IS ALSO A PEDESTRIAN AND BICYCLE CONNECTION FROM THE PROPERTY TO THE CITY OF CHARLOTTESVILLE PROPERTY ADJACENT TO THE DEVELOPMENT. FIRE & RESCUE: THE PROJECT SHALL CONFORM WITH ALBEMARLE COUNTY FIRE AND RESCUE REGULATIONS FOR FIRE PROTECTION AND ACCESS TO THE SITE. ALL DRIVE LANES WITHIN THE APARTMENT COMPLEX.THAT ARE.ADJAC.E.NT TQ.A BUILDING ENVELOPE.SHALL 8E 26 IN WIDTH FOR FIRE PROTECTION OF THE.3 STORY BUILDINGS. PARKING REQUIRED: PER SECTION 18.4.12 OF THE ALBEMARLE COUNTY ZONING.ORDINANQE. .1.50 x 130 ONE BEDROOM APT = 195 SPACES ..... . 2.00 x 124 TWO BEDROOM APT = 266 SPACES 2.00 x 44 THREE BEDROOM APT = 88 SPACES 2.25 x 15 TOWNHOUSES = 34 SPACES 601 TOTAL SPACES REQUIRED" **A PARKING WAIVER IS. BEING PURSUED FOR A REDUCTION IN REQUIRED PARKING SPACES PARKING PROVIDED : 2 x DRIVEWAY SPACES PER (15) TOWNHOUSE = 30 SPACES 1 x TUCK UNDER GARAGE SPACES PER (15) TOWNHOUSE =15 SPACES 442 REGULAR PARKING SPACES 28 ADA VAN SPACES 17 GARAGE SPACES 532 TOTAL SPACES PROVIDED ADA PARKING REQUIRED: FOR 401 - 500 TOTAL SPACES, 7 ACCESSIBLE SPACES REQUIRED, 2 OF WHICH SHALL BE VAN ACCESSIBLE =.9 TOTAL ADA PARKING PROVIDED: 28 VAN ACCESSIBLE SPACES TRIP GENERATION: PER TRAFFIC REPORT BY RAMEY KEMP ASSOCIATE$, DATED.MAY 24, 2021, THE TRIP GENERATION. POTENTIAL OF THE. PROPOSED NEIGHBORHOOD ISASFOLLOWS: . ITE TRIP GENERATION -TYPICAL WEEKDAY - 10TH EDITION LAND USE (ITE AVERAGE DAILY TRAFFIC (VPH) AM PEAK HOUR (VPH) PM PEAK HOUR (VPH) SIZE LAND USE CODE ENTER EXIT ENTER EXIT ENTERLEXITMULTIFAMILYHOUSING (MID -RISE) 328 UNITS 893 893 31 87 8554 .... .. .... ...... ...... ...... .... (221) RECREATION SPACE REQUIREMENTS REQUIRED PROVIDED TOT LOTS: 1 TOT LOT FOR THE FIRST 30 UNITS,1 TOT LOT ACTIVE RECREATION AREA: 1.0 AC FOR EACH ADDITIONAL 50 UNITS = 7 TOT LOTS CLUBHOUSE.... _ TOT LOT SIZE: 5,000 SF FITNESS AREA ..... . SWIMMINGPOOL_' .._. .. ......... ........ ....... ........ ....... ......... ........ ......... ............... BASKETBALL COURT: ONE-HALF COURT FOR BASKETBALL RECREATION FIELD FOR EACH 100 UNITS =3HALF COURTS TRAiLHEAD PARK: 1.1 AC HALF BASKET BALL COURT: 2,100 SF GREENWAY TRAIL: 0.55 AC ......... ........ ........ ........ ........ ........ ........ ........ ........ .............. . TOTAL AREA REOUIRED: 5.000SF' 7 + 2.100SF' 3 = 41.300SF TOTAL AREA PROVIDED: 1.0 AC + 1.1 AC + 0.65 AC = 2.75 AC = 0.95 AC t1f%HP1.03{4 12�IK73R83<I�: 121'967=(XkN1:7:O;I: �0on idlfet' kegupst Iiy tho ;4mam"; tlt�, Onqu. ba# I dlc lg ' � 1hg Ipcc16i � Iranta died of fec sunpie Itle or grlI- of Tletpetu07 asernpnta iJ;pon l ailhea Park a� shDWI Dn 'ttie Appi � a#Ipn Flan Chu: Qwul�ez" ::must make AiG.<: nec ry subcfl�lslam' appLcatlon for dec.i.:ead.0 at ith1 Iltnef} �90).c3ay� of receipt of .....ialtty's .T�quest ;anct shall cDmplet the decii. attars ullhln tho. 'day •tz ��r��pCgP�i#t� sslbdlYlsDaapproyall; 3 7 rans�# 5tun'i The •{21i:43862-F. lZt'SGT=0000A-03y'. awN owner" lc "trlict a pslb)ta iranslt stop (ttJe TtaiiSA stop"•} 0.6; e lie feolatage o! )%io i2naBst Ihe'`1raDsitsStop.shall be' ilesigried aKa ltl:01*1- NT LLC A �'1�rglaiaY' lls#ltted:laifiillty �Gnitpainy' ]4tsiiager' (RR3-i;izisiiiii uirll;: ^(t�138A3 i131 +G9�(Nxkid ii1f4' r F S.? CRA.iG w Jr. xurARsm i Lic.lio.0402048507 �, OZ-D-7-ZZ;,*e, E NU N � 0 > w Q E y F Lu LL i a � 0 3 u co a j oMo rn CC::, � 30xe U) oa= N S > N a c � o+ � N � M a uj J .o I -- (A a M 0 0 0 w W x a z 0 4A 0 O am O cem t9 z 0 a u u U1 w ca z 0 w I DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE z Uj -i J F-t 0. 0 < E� ^ li mZ Q O U- () Z' O �I:e WN u Of 0 e- n m _ a G JOB NO. 46883 SHEET NO. CO.1 m LEGEND Roans SEWER TRAFFIC STOP BAR �'�- 5 �� EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. �CD DROP INLET & STRUCTURE NO. U-SAN PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER DRY CURB & GUTTER - .............................. _............. EXISTING WATER LINE PROPOSED PAVEMENT 8' W PROPOSED WATER LINE PAVED DITCH -E� 60 W PROPOSED VALVE - - - ". JUTE MESH DITCH ITI g• ty PROPOSED TAPPING SLEEVE -•.� . - .CENTERLINE OFDITCH PROPOSED FIRE HYDRANT (COMPLETE) BENCH MARK GRADING . �. CLEARING LIMITS �- R-1 VDOT STANDARD STOP SIGN = TC TOP OF CURB BC = BACK OF CURB EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 - PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS + 240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 PROPOSED SPOT ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT (� PARKING COUNT CRITICAL SLOPES 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 CURB$, 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 Ill 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 1N ACCORDANCE WITH CURRENT VOOT 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. 1.3. 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 ANDIOR 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 DOE$ NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. JU NE 27, 2019 . ' 17- VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE($) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD ACSA GENERAL WATER He SEWER CONDITIONS INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S), CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE($) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 1.8. .A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL. .. SQUARE YARD (AEC-250 PRIME COAT) PER STANDARDS AND SPECIFICATIONS. BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 19. ATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER THE SCHEDULING AGGREGATE BASE INSTALLATION 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 20.. ' THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). LINES AND STRUCTURES, AS NECESSARY. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER FAILURES PRIOR TO STATE ACCEPTANCE. (NIA) CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 22. .ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SUBGRADE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 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, ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF . ' . ' 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) THE LINE. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft.lft. 1 TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR GG-7, THERE SHALL BE A 20' 11. . THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE TRANSITION ON EACH SIDE OF THE INLET. (NIA) JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS 12, THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. LATERAL STUB OUT SHALL WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 29 ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA-CONSTRUCTION CODE, AND 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF ICGIANSI A117.1-03. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT, UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 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 MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS END OF THE DAY INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT 16. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACRID) DOES A VISUAL INSPECTION ". 35. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1 09 AND THE 2015 AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE '. VIRGINIA CONSTRUCTION CODE. ...DEVELOP ER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACRID. THIS INCLUDES BUILDING 37.. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE MET€R(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE ..... PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTYAND. VDOLI, CONTACT V0011 FOR THEIR SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING 155UED. ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS ATS40-562-3580.X131..................... 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. ..... ......... ......... ......... ......... .......... . ¢, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO .PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9., THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING """"' """"' """"' .EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. _..... 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. _............................................ _......................................................... ..... .. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM ....... .. . TO 9:OOPM. 1.5, 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. IT TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBSIACRE, 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 80LBS1100SF. 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 17-2078) BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3, FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES: CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6, PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Albefnarle County Engineering Final Plan General Notes Pagel of4 ALBEMARLE COUNTY FINAL PLATY GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing toad, 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 (horizontai:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part I926). 0 a , Q CRA.7 ..1. Ke5rARSICI ✓ Lic. -No. D402048507 vi a O x t� 0 0 w w_ x Z 0 Ln D 0 0 • i LM Z 0 a o: U w 0 0 w elf a, n DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTAR$KI SCALE � J zaQ iINNNNil 0Zw w W 4 0 06 IL O O4 Ljj Z �- z JOB NO, 46883 SHEET NO. C1.0 L 2„ R 4„ CONC CURB AND GUTTER CLASS 3A, CONCRETE BUMPER BLOCK f' 7/ �'Y PSI) CONCRETE VA. SIGN FOR THE DISABLED ON 0.80 GAUGE (fc=3,000 ANCHOR WITH 518" REBAR 6,• IMBEDDED 24" IN GROUND HANDICAP SIGN ALUMINUM. COLORS: GREEN BORDER & QUAiGWJ.ICOTARSICI> �� '. kk r, r 2.0" ASPHALTIC CONCRETE SURFACE I COURSE - SM-9.5A (VAN) LOCATION VAN HANDICAP SIGN LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. LIc.NU. 0402048507 O�-D�-22 13" ° a a° 7 4_ �� e 3.0" INTERMEDIATE BASE COURSE - BM25.0 LOCATION (TYP.) _......:°::.......... ._ _- -- .._................_ __ -..-.- ; I m O6 , COMPACTED , a. a v c '. SUBGRADE %/ a. a' s A: )cs-S> t l d _..._..... iSGGN E cS�lt gIOTVAT Y +? ° �i\ a a -8" TYPE 21-6 AGGREGATE SUBBASE COURSE '\ i ;'r/' CURB EOP/ PAINTED \ PA 0 11 I I 18 PAWCWG PARKIIG D. U POST GALVANIZED LiJ v tjJ �f(� g'L -� CONTINUE 2IB STONE FROM 4 MIN.v.r.. DCTONN - / MAX. PER 2%18 , �z. 4 M E 0 0 t?'-' PBASE AVEMENTS y%%\\% %�% % \ ..., I y-4" SPEC. .. PAINTED NJ ry ! o \\\• �\ \ �''. /' / /\ �\ �\ �'. �\ UNDER CURB COMPACTED SUBGRADE STRIPE /� M3kTY ffKT) > E 2,_08. (TYPICAL) _ ` DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS TYPICAL VAN TowbwaYZ(3rEE TOwAwArZOtE 6' �Lu Y VDOT STANDARD CG-6 CURB 8E GUTTER ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE 1ABVE VAN POST TO BE6 DRIVEN a o a �+ uNo Scale AOC@�6t£ 6' ABOVE w - ri o NYLOPLAST DRAIN BASIN WiTH DOME GRATE _. FINISHED FINISHED i in o �v a INTEGRATEDCHSASIIRCN GRADE GRADE z `r U) HEAVY DUTY ASPHALT PAVEMENT SECTION TYPICAL PARKING SPACE DETAILS .-. CRNTE iO1MTD13A9N OD. 7Tn7�%%T/� I 1�11511 :: 11 ;: n a o � Q w _._7.._..._..._— ................ SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY ,,:. ;:, I ;: o < m = v o No Scale No Scale ;- i R= /.i" ..... v o DISABLED PERSONS. PROVIDE ONE (1) R-7-8 i —i I ~ a' Ili WN:M MP:PE WRA DEPTH PER PSE :Is naPr- p cLEsvAaHSE % .. ._ .._..-......_._. i 1 CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM PAINTED —L-�r-- ! I i y 1 1-- �" ............ "�' c LO > uj M1!ANIJFACILfEfi D'-aEo^AccOHDNcroRANs 13j VAPoABLE.NVE�HED:,35 REcaNLeTszvloN %' AVALABLE(ACLORIMTO IWk IMNUFACIB0.NG / NON -SLIP BROOM FINISH - - .. .. .. f" - ... " y< WHITE) WITH GREEN LETTERS AND €INTERNATIONAL WHEELCHAIR SYMBOL SIGN r`r•, a c DO J PlAN9TANE aF; REp sAL@pSMLas;xnPl �•' _ .. '" •• , - EXPANSION JOINT AT MAX OF 30', WITH P REMOL DED • .-: EXPANSION FILLER SMALL BE PLACED ON STEEL POST 1-112" O PAINTED BLACK SET IN MIN. 2 OF CONCRETE. r vi ... ....../, " VARIABLE WIDTH' �..... _ ---- ! ' AcccrmncrOPvns s - - __I_... ...._-.J.................1............"__............ L-......._ la'MIN. DN e•.xat mlAn. DNv ' v.rn ON IAA%UFACIURNGREOD 11 VAAVA:UlYPE50FINFORMORUGA MAX. CROSS SLOPE 2 CONC. WALK AVK:VAE: 4'•N.'FOR LNBRIiWTFD HOPE � � � F-- CC FS ED HOPE K''MNCNv HwCORDOAL WE 7. S ADA PARKING S3GNS SfGN AND POST DETAILTHE WAUi EN59HESYW{WH I $xCaE WA N•1RNP P\N: SrYIEN'E%:$DR�. , DA. FVDDM, fX. SCH .PVC CSfO:cSRS. CO0.RJGAT�EOSR.aaED PLC _T-��,�,/. WfKFU LumE SNALL a 0RDaH!ED STOW OR OTHER \�1/ tl F11, -I � �:_�; ,�� �_�� ���,,n�;��'r�\ "' ".-.! � , ��af•= �;•°� . �; < .._d�._ ..< • s... '^•' _. -�Cl�)`-s`•i ��1CJ��LTt `C CF • i�� i�.'L.+'L.v��V=-+IV(JY Y;=�1 v ttll-. l � Q !L No ScaleNo Scale�''''flSDEF:kEDiNABIM03L1.`. SEDD;NGB BAC01L FOR SURFACEGRAINACEIr1LTSS!U,LL DE '. ... �r /��% -+ _ ._ � X:} n ,.may x R > W FLALEOd COAYACiEfl L'NIFORllI'IN ALtOR1V1C£41]3!!RNIM OZ41. 4" 3,000 PSI AIR-ENTRAINEDi'��7Ti�rlr�l�%i�\/ 7 EXISTING PAVEMENT PROPOSED PAVEMENTUJI CONCRETEj\/f�\/�\/�\��\ �Y�\�/�\/�\��\�\\� 4" 21-B STONE d F W XEDRT3BHL8 LCCE,Nn EA,NA > Ba1rDDl�rRinsfrorD:NCAi#GA9J91nr:1•IE.9G P 0NiT6BEGRMYdN]Fil,l d COMPACTED SUBGRADE ....4:'TYPE 21B STONE COVER ." '... '. -- COMPACTED SUBGRADE MATCH EX CROSS NOTE! PROPOSED EX.SCE UGH w . FA SLOPE UNLESS PAVEMENT MUST TIE U SAWGUTACE WISE z o CONCRETE SIDEWALK JOINT DETAIL DATE :. GINN YASHrcll:wsW VNaFt4r4F:B KGCW^wro1M1N: rHS RUI DGC(MESBLNEn nwnUUNMCN B si` f&, NF:FAL4L mxYEM,YAK COURSE X COURSE w PLANSR SPECIFIED ON PLANS > No Scale D:—.us aissfl$uEraLworcR NWretxcHal'w,-GPBwwG NBTBRcnaE MYnsB. T.E�cesT .ufoRD.c.ma,. "'CI M•49EEM:N Y]A6 Y.Cx5:C.'P.a )OiK8Y3Y4lu B•1nSiAY IWS NT. IYKiLiI pplE C1ii14 v:p1n019311u9 -DRneveErJNN�:K":rvs�NrTcvlrxfsessr�ceN:awre IrwNEren.uaurNSExf�oxon:eEaslaYml __ NylotaS1 FMpT`j:a]wo ASRlDRI%ILRCaTINV,IF.G,Lr=IN)YFIiWUCAiD:Lt nMG. I E"'l1i:Cld:NFMN1rl5i SlGlA MBvN gCtlffy BY NM fgWELT X0.NMl6 _ X.I]iP.d PIC 664FRP'-ti} XaR�1'.IW CPinB{Yfixi(R.1NYI"F5MNlM iIRF :.wwEecH.AE xxrcoa ;Yw ;:c::'.,c E:E aN: f£EN.c U cir W. P.B N,I.,F DMWBAH NDDNE R F M:,I"LNN:GLEOFT:VE[NACIPi]b i'CDINFfNGNC.Ti]}115L!2 AR•CLEF£R6xW.FOx Tr1i O$iRRCRETOYi,!ilb WILN SPFCMSrI1lAtICN a1M Ni I,m CIRGIMOrFI: • . 4... .. °'•. ..R." DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS IN WITH EXISTING uJ & REMOVE PAVEMENT PAVEMENT T MIN, PROPOSED SURFACE O > 0210712022 TOY] OF CURB 1�' l..11f� 4" fl-21t R DRAWN BY E.tl'-SL'0.T£CINiECMA':ENGLMDxii:4D. mm A stY TNO sNEr, t6t pM40. ]NI-IfpJ3r IN, 9 n p NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH *THE DEPTH OF CURB Z" COURSE R. VAN NIEKER VDOT STANDARDS. THE COLOR OF ALL FLATWORK SHALL BE "UVA CANVAS" v \� �j �j MAY BE MUCH AS EDUCED AS EXISTING DESIGNED BY NYLOPLAST DRAIN BASIN. WITH STANDARD GRATE _ �\j�,\� j\� j A, 6:. .. a DEPTH OR DEPTH)OR INCREASED AS MUCH / / • . J. DENKO CONCRETE SIDEWALK PAVEMENT SECTION AS W (2V DEPTH) IN . "'`I kEG"ED° ""E"� ''FMA£LGIUTE'O MaTCBBA$.N OD. �'..� �' No Scale - '\. \\ \ 98 » SURFACE ", d ORDER THAT THE BOTTOM OF THE MILL EX. SURFACE COURSE BASE COURSE • CHECKED By - = vaMINW!D xGDaELgE r' VDOTA-3 CONCRETE CURB WILL COINCIDE SAWGUT EX. EDGE OF PAVEMENT AGGR. COURSE • C KOTARSKI SCALE ........ } - s MwrHrrcNEsscaDE NE M R'MUMP;PE BUA DEPTH PER FEE . (G) VMASLE iNV(ATRFk"t0$ NANIIFACI../ t HlMLABLE RECOMNERDADDN 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A/\f\\� - r•', c'S r"i, t �" _� .. - �+ �X ' �j�� {fff \'\\\•/\ t CONTINUE 218 STONE BASE FROM ADJACENT A .r PAVEMENT SECTION WITH THE TOP OF A COURSE OF THE PAVEMENT n SUBSTRUCTURE. . PAVEMEN REPLACEMENT JOINT DETAIL T No Scale . (A;CORUNGiD .. PIA,KS7ANF CFF) IWk MA1:UFACTDHiiNO (N MM:DL ROTRAFF'L LOADS: CONCRETEAAS O!MENSIONS ARE FOR � )"' �, 1C, - 1 u " ' •, 8" TYPE 218 AGGREGATE SASE COURSE UNDER CURB OTHERWISE, THE •� NMX.FS OLDELINEPLROSESONLY. ACTUALLOI'LRETESl91,L'.STBE ,. . .. .... .. aEscneorAKNGINDcoNaDERaIaEDCALsACTOR& IGNs .. • 1!Y.FICLCADNG$OTHENNPL{ABIEDESIaM'FACi0R5. wVx SEE CRAYff:GN0.,DDb,G:Il FgthON1MFRCiH&iPTiOn. _' L}'�lC- C) ,,F :,�'. c _ . �- • � .� UB BASE i � DETH IS TO BE IB"AS SHOWN. �%E. I S GNAGE NOTES: � . .. ... I COMPACTED SUBGRADE . .. f _.... _.........._............ .. ._........... . .............. ......_____. Pi�IABLE S"nepm D,iDhG TD �,5 (IFIAAON$• IN ,O MraSN30' (4) VfAIpS1YPESOfIiE:dDUl1ETnDAP:ER3 5•MHCNB•-2c B+��wnxNLFnc,;xn°,aoa. AYALOELE. a• 3$•FORCCRdJFATEDIDPE F IADS'N'2HMACOIiC AI. NrA.4.NSNRNC-0R.., ! _. i,....—„ 'B•Wry[N3V — -- ... .... ._ ...... .__ 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY VDOT STANDARD CG-2 CURB No Scale s kaEw y wtzHP.Poc�wER1Ex sc 3 . _ __ - DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS REVISION THERE TO: ..... ... rDmCO $c+al FAREINEDPVC REINED PVC A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. .cDRax�r:,Esaass WATERTH)KJDNT I f %,HE&1CKPELM1MTERusx0.EHECauHEDSTONE MOTHER )CCRRU,•ATFDMDPESHOWKj — citANUARMATERIALMA.E fNGc EREa]Re BTSDFCLAs%i. EXISTING PAVEMENT PROPOSED PAVEMENT B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CIASSiG8 CLA55LI OR SURF A$DEFINED fAA$1m D3331. BFAD!NOBBAO(fILL FOR SURFACE NAGOOEINLEi$yfAR OE PLA DgCO1,PRCffDON:FDRkrIA�DDRD,,r,DEW!Tti�>DDz;z:. 0- CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE LIGHT DUTY ASPHALT PAVEMENT SECTION - SAWCUT THROUGH n. MATCH EX. CROSS SPECIFICATIONS. - I c.0 scWD°xcE,u-GssaxiBEBI;crLEIRDHPEItrew.r�d J "' - EX. SURFACE. U w SLOPE UNLESS OTHERWISE D. THE 2000 INTERNATIONAL FIRE CODE. NO Scale z iY�SJ•f�P,q�'05sFEu.uEUY'LFf3lI RNAS:n]uS�a:AWFaV1CG. Ba,nD!AMMWc°"11ESfrt DaarnrDNicelNn eAsns',rnH ir_ sEaA cRDmrn F ED NNCW ]NII;W L $ uw,F,usnroPECLs,Iwww..xuaEo.rcaurcrorlH< o:.A9 RSERSAa:xEOEDfrnA saERa•wE D Nww Fcsnt n:Dxs. z:FaixN AnRD x#YUDCHs :wsnuxTuewstss:acn:.:nEa:nw+r" ORAVM BT ENc wORUL DtmYEAWAYE i. UTAplti.EtlJMFLTCACFL'JiAI,i TKnrNiSSdnILCONfDIWro N.YtiI/S HWPfiDALiYA4YRIDl,ES. i,FtdtEv: SWORD. OR 11 X COURSE X SPECIFIED ON PLANS w LU & REMOVE - - PAVEMENT - - PROPOSED 2- SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN 0 EXPANSION JOINT WITH PREMOLDED EXPANSION - 1/4" SEALANT - - --- N:Y css1%+O'iv-GUWSviiEDtCPFIrUSI.Is4N"...IloLULVdI, OTftliY ssui O'TxL'PAn, IIfB KJ'aT,`Rl DA+F ,alaf PNx!Ro!vbXl] N13H'lF\C$fIY�R =lY-RWSFE,LpiLfiaY'aE3F L&p1A"c DE£'Y,ON Nyioo last F. ;,111111.... 5•MN%'a'$CMl$-cNt},N]CD ONMYAA.L':'+GNY !00c EM1xi •E.^,AG -ax.< FILLER, "ZIP STRIP" OR - NON BROOM FINISH 2'MIN. - SURFACE NOTE 1 ABOVE. xFawAnavy,DM RenBm"r MM ERwen MomA#E MINIMUM AYGL:OUNNIN ADXil NX.ONWiWN0,M'MINN. tsNICIK+IN a T.* PiVITO m,.ti aAHON Imu E fT-TS-:: )AAD OWES SN MEET, WA NJ,NG. WNlL Yea NPi WMARNCJx-O.e DATE m", OY<,4D°SW rvIIN S[YNMDGRGTE ] rFIV$IfxWIW0.W:a:$N¢41EVECNUCTD.-.WH:G'✓ss gatU:sx[,x.]N.FGai cBaGs,i=roG;nes III:LY:NO C•YM3i•L LQIIV M[CEL fhi CnT f.IT IU,nf, SFC,�00D 10EMBY$iEGx_WRN'EI, wa,w mam. A SC°LF lW 5NLET tC ! G» .o tm,.,,p.,u REV N sfN .x•.DH Br - -SLIP EQUIV., SEAL WITH WWF 6x6 W2-9xW2-9 - SILICONE SEALANT 2" Aff ^� e a 10" 3,000 PSI AIR ENTRAINED _ 2" * COURSE EXISTING PAVEMENT 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. s ' #5 BARS a S" C C TYP. 05 BARS ° ., .-. ,.... •.• .. :.- Si' C TYP. <.. ° PORTLAND Q � I I I I I l l_I I I I I I I T T 6ET PE 21AA STONE COVER +" MILL EX. SURFACE COURSE SAWCUT EX BASE COURSE SOLID WHITE LINE 2411 (TYP.) T F� A A e Bf ---- TTI TI 3aDMETER '; , \. rCOMPAC;EDSUBGRADE (GBR 11-2 EDGE O AGGR. BASE OF PAVEMENT � 0P O 00 W �FFF ! I I T I I I I I T DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS {%✓�!i�!t NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT �- 12' STD. (VARIES) 0 I I I T T T7-1 7: TTT— R1-, O z NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL � IW- O HEAVY DUTY CONCRETE SECTION PAVEMENT REPLACEMENT JOINT DETAIL 5 STRUCTURE SRE AHD PLAN SWALLTRU TIkREx E ANID PLAN HIGH INTENSITY SHEETING NO SCALE 0 z No Scale No Scale • . LASS A3 CONCRETE CL Lss Aa CONC ETE '' SECTION A -A NOTES• SECTION B-B -_ IIj+ 10 i+ {11611611101'9 N f '" METAL INSPECTION FRAME W SOLID LID _ _ EXIST GRAD � EN —797 OR " £ (NE AH R 5 EQUIVALENT) SOLID WHITE LINE 1. THE STAWARD SAFETY SLAB IS r0 BE USED ONLY WHEN N THE PEAKS .. .- ,l,�j`;,:,y..).2 TO ] I •' fi •'R ttTLr f C . ... ... .... SHEET PTIONSPECIFIED O ON THE DRNNADE SUMANNR SHEET PAID/OR THE OftNNPGE DESCR�TION. FOR MANHOLES: ,: .'="`�� , c ,f �� J� CONCRETE COLLAR .. ......." AhNaTION BOXES. AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF - B fEL ADJACENT P OR SLABS SHALL E TRU 12 WITH NO SPSLAB SLOB LOCATED LWITHNOCATED OF THE TOP OR BOTTOM OF THE STRUCTURE SAFETY SLABS SHALL NOT HE LOCATED BELOW - CRUSHED STONE BEDDING 6' ANY ill -ET PPE OF 3D" SAMETER OR GREATER. 2. TK COST a THE SL A IS INCLUDED R, THE COST OF THE STRUCTURE SEE CAST W PLACE DRAWMGS 3. ACCESS OPEMHUS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE FOR FURTHER DETAILS OTHER WHERE APPLCABLE. STEPS ARE TO BE STAGGERED ACCORDWGLY, #g BARS o B" C-C TYP. t. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST-N-PLACE CONCRETE TO BE 1.( - �: l'' �- Y Ili 2" ASPHALT - 6" COMPACTED T 6" O1 CLEANOUT PSU. PRECAST CONCRETE 6 TO BE A4 (4090 PSI1. REItKORCNG STIES AJ BE STEEL TO FE 00 ACCARDPECA T C J:ASHTO M3f. ,• .iy�.. _• '._•ems- •%:.•'.;• #21 B STONE BASE 2' 2' S' ESSSTHAN 30 CTtf ACCCES OPE�NG SHALL BE RECTANGULAR "STRUCTTIAE WELT" BY COMPACTED PLUG AT END (TYP.) (TYP-) 3D^ LONG,- TYPICAL PRECAST UNIT SUBGRADE - 95% S.P.D. OF LINE TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, $RE REFERENCE ,02 CLASS A —TYPE 2 LOW MAINTENANCE SHARED USE PATH STRIPING AND SIGNAGE DETAIL ROAD AN�V"ARDS MANHOLES AND JUNCTION BOXES CLEANOUT DETAIL SHEET SOF, REVISIDN DATE VIRGINIA DEPARTMENT OF TRA•lSPORTATION No Scale _ igg,)4 No Scale No Scale JOB NO, 46883 SHEET NO. C'. 9 L ■ I VARIES JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. VALVE BOX i SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, 4" DIAMETER BRANCH REMAINING BAKFIL SHALL MATERIAL VARIES AND VALVE 36' MIN LARGER THAN 5" IN ANY DIMENSION M.J. PLUG 24"MI 5i0'- • •- INTIAL BACKFTLL* VARIES 8"MfN (6" LIFTS) a1' EMBEDMENT * THOROUGHLY COMPACTED BY HAND OR APPROVED SPRING LINE MECHANICAL TAMPER OF PIPE NO. 68 STONE HAUNCHING WATER MAIN RESTRAINED JOINT FITTINGS BEDDING 6" max 4" min WATER SEWER FOUNDATION (SHALL BE 3 Ao REQUIRED WHEN SOIL d L3 ON-LINE CONDITIONS ARE UNSTABLE (TYPE 'TB"} ALL PIPE} LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) VARIES EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM THREADED COUPLINGi NOTE WATER & SEWER 30' MINIMUM BRASS NIPPLE AND PVC PVC SLEEVE 20 CAP 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE { LUBRICATE ALL THREADS BACKFILLED ENTIRELY WITH ND. 21A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED THRUST BLOCK t° I AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 xSEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. METER BOX (SET FIG. W-7) STONE SHALL BE PROVIDED - VALVE 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" N0. 57 STONE BEDDING OF NO. 68 STONE I _ M.J. FITTING 2" PIPE SLOPED UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT TO DRAIN IF GRADE ALLOWS 900 TO THE RIGHT OF WAY, e ..._ 2" BRASS PIPE - VARIES VARIES I TYPICAL SEWER PIPE +D ALVE 2" THREADED TAP WATER MAIN AN v INSTALLATION IN TRENCH ARE SAME SIZE PLUG DEAD END NTS UTILITY LOCATIONS & EASEMENT WIDTHS FIG. S-3 (TYPE L1ANN) NTS FIG. W-I I TYPICAL BLOW -OFF ASSEMBLY - NTS FIG. W- B _..... - NDTEI MIN. 60' DIAMETER MANHOLE EXPANSION N KEYED s - - REQUIRED.FOR DETAILS OETAV.S OF IHL£i JWNT JONST BARS O „ APPROACH EXRAN40N JONi 3+ID'• FRAME b COVER BACK OF 40EW&% m JOINT - S£E STANDARD IC-2 � BAR G 1G"WPRpREp �� - BASS G 4" 2'i CUTTER RR. STEP A - - m ^ �, . ttYPD DROP MANItOLE PVC GROSS DMs c 6, 6'6" BARS B w BM c2, - SUBBASE - ° VARIES 4M.J.. LVE. BOX �' 11 a Q a. - CLOTNARE USE APPROVED FLEXIBLE RUBBER I z z t MS F SEEP HOLE a 2' a BDLIT. - `.° SEE NDre a - `'TO METER BOX (SEE FIG. W-I -, 2 THRU W-7E), m 5TEP5.'SE - m o It ll AR F BMA NOTE 5 - - 6' GASKETm - irM$ D FACE OF CURD B• AA STOP COUPLING GUTTER CR k CONTROL JOINT CRACk CONTROL JDR1i - 2T �o- I CROP PIPE B•MIN. PLAN SECTION A -A 2"MINPIPE STRAPS •:,.'c' �••.• ID'MA%. KEYEC CONST.JONI - e e(STAINLESS STEEL) .:.^sCOPPER L-VMJnBLE MAx. 20' WAHPEv SPACED EVERY 3-DzCUTTER2' VERTICALLY ,%,,tE58 - i ARS A APPRER"e ' 9D' RESTRAINED. BEND '' ' "VA7ER MAINSEWERENT PLUG THREADED FOR ry T- _------_-_`-- -_- -- � ml _.PILE2" COMPRESSION.FiTTiNG E-0 s F BMs E iI-g n m ° ° , RESTRAINED JOINT FTTINGS I 1e 3" DIAMETER .. _OARS E 'e > A� • e • MAIN I WEEP HOLE FRONT ELEVATION. e" r-B•' e.. Bags 0 -. ' _ SEWER NGUTTER REMDVEDI BARS F SI C >' '. 4 u 4 .p . 4 A 'n R PIPE 1Yi• - - 5Xy," DENY PLATE SECTION B-B _. PLAN NOTES: *V� ��1�1- •GATE VALVE WILL BE 44UNLESS OTHERWISE SPECIFIED BY THE ACSA. SH TYPE A NOSE DETAR ALL DE USED WITH CG-3 B GG-] STANDARDS v ����...... PROFILE - TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 B CC-B STANDAOS cuvu.IlzED MIN. 6' BEDDING WITH NO, 6B STONE A SERVICE LINE TO CONNECT AT MAIN WITH VIXV TEE. - - TYPE A TYPE B !12" X 4• SILT SNEAK CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 58.30' TO ANGLE IRON AT 2'C-C. - CCNNECIORS AND IS TO BE ANCHORED WITH yr• X 4".$IUD SHEAR - - NOSE DETAILS 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE. WELDED TO BENT PLATE AT 2'C-C. 2.. PR. PavELENr (2) FEET. A REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. DI -SA �_ DI-M L DI.3C L WARPED PAVEMENT 2, VERTICAL DROP PI PC SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO P NO CONCRETE SHOULD BE POURED ON ANY PART. OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS _ _ �- y L THE DROP FITTING WITH STANDARD GASKETJOINT. PROTECTION FOR BOLTS, - - T ry Tow c � '•�• 3, VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF "• USE 2500 P,S ,.CONCRETE. flow BLOW -_,� AINLESSSTEEL, I DETAIL WHEN USED S - FOR USE ON GRADES ADJACENT TO CURB 4, SHAPE INVER7AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT FOR USE IN SACS WITHOUT GUTTER - TO SPRING UNE OF MANHOLE INVERT. - - BDIH SIDES TV BE 5YW(LTRIC& - - - �VDC.1T SPECIFICATION S. DROP CONNECTION DISCHARGE FIi'I'1NG SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. _... ' ROAD AND BRIDLE STANDARDS STANDARD CURB DROP INLET REFERENCE 6. VERTICAL DROP PIPE SHALL 8E INSTALLED AT 40 DEGREES FROM THE ACCESS STEPS. - sNEET) of 2 RLv151oN DATE 12" - 30" PIPEL MAXIMUM DEPTH (H) • B' 2s3 - O6/ND VRONUA DFPARI"ENT OF TPAHSRORTATION 302 7. TWOTWOMINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGIE 10" OR 12• DIAMETER DROP CONNECTION, OR HALF PLAN VIEW DIAMETER DROP CONNECTIONS. uH-1 - - 4'- ••• (2 x WALL THICKO STANDARD INTERNAL DROP CONNECTION LARGE METER SERVICE LiNE N.T.S. NTS FIG. S-I-C2 FIG. W-BC 1 SEE STMOARDD Sl.-I FOR APPLICABILITY Of SAFETY SLABS.- B STANDARD MH-1 HOTTREETOP OF' MASONRY S TO BE LEFT i - FRNAE 4 COVER SIFFICIENTLY LOW TO PERMIT PROPER E _ _ - • NO. b GALVANIZED STEEL STEP ADJUSTMENT OF COVER AND FRAME TO '--'I--- - .9 - - GRADE BY THE VSE OF MORTAR OR - - BRDK AS DRECTED BY THE ENGINEER. SHAPE TO ELEVATION 3 :, ji%�j LARGEST FPE.� _ B" n FLAT SLAB TOP AS DETAILED 4•'O �/ CONTO TOIR ON STANDARD TRMAY BY - .- / I G SUBSTITUTED WWMDN FOR TAPEREDY - - OF PEE 3D2 ST-1 �- • ' DMMIETER' 4'-S"* (2 , WALL THR:KNESS) SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45' HALF SECTION A -A (WITH FRANE MO COVER REMOVED) BRICK CONCRETE / NOTES j�� L ES BROWN ARE FOR MANHOLE / WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE uA9toLE BRICK I CONCRETE CONCRETE FEET THOUSANDS m YARDS CU. YARDS 4 0.5 0.5BS 7437 5 0.7 T785 1.699 6 0.9 0.785 L961 7 1.0 OJ85 2.223 B 1.2 0.70 2.485 9 1.4 0J65 2.747 10 to 0.785 5.000 It L9 0.970 3.455 12 2.2 0.970 3,817 13 2.6 0.970 1 C179 14 2.8 0.97 4.541 15 3.1 D.9]0 4.903 16 3A 0.970 1 5. B 1] 4.0 1173 6.032 INCREMENT 1 0.45 0.582 OBTAIN TRUE WANTRES. 2.A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE OUAVTfTES. 3. INCRElffNTS TO BE ADDED FOP EACH ADDITION& FOOT OF DEPTH. TRANSITION BETWEEN 4. MATERIALS MAY BE BRICK. CONCRETE OR PIPE DIMETERS WHEN APPROVED CONCRETE MANHOLE BLOCK. AFFERENT SUES OF PIPES ARE ENCOUNTERED. 5, BLOCKS ARE USED THEMRe ARE / T 5 E &',WM THICKNESS SALE TO OTHER THICKNESSES ARE TO CONFORM To WALL THICKNESS SHOWN FOR CONCRETE. B. ALL CONCRETE TO BE CLASS Al NOTES, SHARING OF MANHOLE AND BEET INVERTS IN ACCORDANCE WITH 7•WHEN ON THE SJ OR WHERE DIVNVERTTOFTWEEIS STRUCTURES INVERTEOF LED NVEAT 6E TOEBE SHAPD ED IN WPLANS AGE DANCE WITH STANDARD IS-1. STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE MARCH OR DROP INLET IS TO BE FORMED AND CONSTRUCTED SHARING IS TO - INCLUDED IN THE BID IN ACCORDANCE WITkf APPLICABLE STANDARD OR SPECIAL DRAWING. PRICE FOR THE STRUCTURE. THE INVERT SHAPING AS MTNLED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 ON CLASS Cl. EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 27 �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 40. S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 7P 7 MAIN SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-•2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD, 1 LENGTH OF BRANCH VARIES 6' MIN (270O 18" VALVE BOX 7 CU• FT. (J6B STONE-, 6" GATE VALVE a.. X 6" _ .. TEE 2500 P.S.I. CONCRETE BASE AND THRUST A BLOCK AGAINST UNDISTURBED STABLE SOIL' STEEL PILE 7J WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3- FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCA71ONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL ST-I 0 4 GRADE BO, REINFORCING ROD ENCASED IN A BOSON RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER, (DNENSON MAY VARY WITH MANUFACTURERS DESIGN) CORROSION RESISTANT MATERIAL �]C4 REINFORCING RED CAL SECTION 9 SLOF OUTLET pE TO �IPE TO INVERT - - - NOTES* I/� STEPS WILL BE REOU)RED ALL STRUCTURES WITH A DEPTH OF SECTION A'A 4'-C" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. '' '* • 4�" AL STEPS SHALL PROTRUDE 4'/A" FROM INSDE FACE OF STRUCTURE WALL.METHOD OF TREATMENT IN DROP INLETS i% = = f X 11A%IMIM STEP SPACING TO BE TB" C-C. STEPS SH& WITHSTAND A AMMUM FORCE OF 300 PWNOS WHEN O, I/." R EXTENDED 4Vi' FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND LHFORM&Y SPACED TYPICAL SECTION FOR THE ENTIRE OEPTH OF MY STRUCTURE. �\ (DIMENSIONS MAY VARY WITH IN PRECAST UNITS STEPS MAY BE CAST N PLACE, MORTARED A MANUFACTURER-5 DESIpO INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. TOOINVERT DRAIN OUTLET PIPE UP TO 4" IN DN TER AND CONSIST OF STONE. BROKEN BRICK. 11 II THE SURFACE N�T SHALL BE LEFT SMOOTH BOILER Y MEN (F HARD TROWIG.LING. MORE MANHOLE FOR 12 - 48 PIPE CULVERTS ROAD AND BRIDGE STANDARDS OF THE COARSE AGGREGATE SHALL REMAN EXPOSED. VIRGWA DEPARTMENT Of TRANSPORTATION REYISIOH DATE SHEET k OF 5 HEPLIWOOSESFO0.VY EACH MAANHOLE SHOWN O1 OR DROP INLET SE TO BE SHAPED e 106.01 INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD .W`BRID�TMDAROS STANDARD METHOD OF SHAPING REEFCRENNC SHEET 1 OF t REVISION DATE MANHOLE & INLET INVERTS 3D2 Twos VIRGINIA DEPARTMENT OF TRANSPORTATION i YINRAIM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION. OR MATERALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF TIE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS, H ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO. CORRUGATED KNURLED. OR DIMPLED SURFACES - ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM PORT ALLOY THE STEP TNIF PORTION OF THE STEP ENCASED N MASONRY SHALL BE UNIFORMLY COATED WITH A BITUNMWS, SOLVENT TYPE ASBESTOS FILLED ALLAs" PIGMENTED COATING OONFORMNO TO I'EDERAL SPECFICATON TC-C-0049BA ALUMINUM STEP STANDARD STEP VIRGNIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS REVISION DATE I SLEET T OF 1 T�•106.00� N.T.S. FIG- W-4 WATER PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT G TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID �-•--- M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE 8 A 2'x 2' BEARING AREA. THRUST BLOCK d 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 C METER SIZE DIMENSION A DIMENSION B DIMENSION C 11/2' 3'1' 5'0' 3'8' 2' 3'1' 510, 3'8' 3' S' MIN, 10, MIN. 61 4' 5' MIN. 2' MIN. 6f GREATER THAN 4' PROPOSALS VILL BE SUBMITTED. ., TYPICAL METER VAULT N.T.S. FIG, W-7A SIDE VIEW � �' 'i\1y LTc_ No. 040204850' :v,:I, 02-0-1-22,�zr, m E 0 Cn u N VI (N E o E u U N iz a YO $ u 6 ELIO T ti Lu U m z w O C'> d ENc BUM �x <O �¢ U U) oaQ� o Unx v� z o �v >� c 'r; in O N v� w elf a c � Fw- Vl CK 0 z cD 0 w III w o u Q z 0 DATE n D(: 0210712022 O DRAWN BY R. VAN NIEKER DESIGNED BY . • J. DENKO . CHECKED BY C. KOTARSKI • SCALE F-F am 75' DIAMETER DRILLED IDLE FOR TOUCH READ 1NITS TCP VIEW 3" DIAMETER FLAT 0 BEARING SURFACE UNDERNEATH 24' x 36' ALUMINUM ACCESS HATCH � LLI t-1 a F- 02:w lucc Q Q 6 0 0 p z c� 0 0 Z 0 JOB NO, 46883 SHEET NO. C1,2 c a Til C L 2016 ROAD & BRIDGE STANDARDS CG-12 GENERAL NOTES: 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2• ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CO-42 DETECTABLE WARNING SURFACE DETECTABLE WARNING SUFACF. PRODUCTS USED SHALL BE FROM THE MAT€RLLIS APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR. MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER V2", 5, ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB .RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH.WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH .OF THE. SHARED USE PATH. 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR. B. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS .AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING 15 PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 15 PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS 7HE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FiE1LO-MQOIF4ED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CO-12-WS PAGES 2G4.06 AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. NOTE; COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS). CURB WHEN REQUIRED (CO-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM .AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. .. SIDEWALK 46;1 MAX RAMP 12;1 MAX IT Y 10J .MAX. .. TYPE A PERPENDICULAR 5, MIN N� 12-1 M . ' 12;1 MAX TYPE B PARALLEL ' A HIGHER THAN " EDGE OF PAVEMENT AT X X ,SAME AS TOP OF, CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME �'I _ 1.6`2.4" C-C uI .. 000 00 O zi �- 0 0 0 0 0 0 0 0 0 0 0 0 g� I u[-[a00000 0 000000 10000 Ti - LANDING RAMP U 0000000000 O Ip �o 0 0 0 0 0 0 o c o c o 0 0 o n 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0.. r fo 10 O O O O o 0 0 0 0 0 0 0 0 0 1 L. SUX-oS/. OF BASE DIAMETER - 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IAA DETECTABLE WARNING ti AT BACK OF CURB SEE NOTE 11, ___' I D-9"-14•' VARIABLE FLLL WIDTH OF RAMP FLOOR r'BASE DI T R PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION CC-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 502 204.Ot 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 51n16 ROAn R RRin('F RTANf)ARf1R ' PIPE BOLLARD DETAIL NO scale Fece'ofCurb Invert Line �x 12 61 h h Y_ R•l.25'— � � o a . gyypiaD�mose'NGOrwArec � la'�r�sle' _ .. Ot ! /MMKPiSP�irov� a a . Y FIGURE 5 - CURB AND GUTTER DETAILS' The following notes apply to CG•6, CG-7 and RONDO curb: 1, Curb and gutter may be precast of Class A4 hydraulic cement concrete or cast in piace using Class A3 hydraulic cement concrete. -�- 2. When used with stabilized, open -graded drainage layers, the bottom of the curb and gutter shall be constructed parallel to the slope of the sub -base courses and to the depth of the pavement but not less than the thickness shown. ROLL TOP CURB No Scole TYPE B PARALLEL APPLICATION ROADWAY GRADE 1N PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB G 4 6 1 5 7 7 5 8 7 6 9 4 8 12 5 10 15 6 14 15 2016 ROAD & BRIDGE STANDARDS CONSTRUCTION 6' MNJOINT T 1241 MAX — 4' .. .. _ m �I 4 Ruw s .IB ,1 MAX WITH BUFFER STRIP MP T ABLE) TRANSITION GUTTER PAN SLOPE jj ?0 20;1 THROUGH RAMP. LENGTH � �- •' 4- ��' �~ 5'M1N 12.1 RIP% R PAN MAXIMUM SLOPE. 200 ... .. 121 MAX. .P i FACE•""" - - WITHOUT BUFFER STRIP AL. EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT F1—LN,DING 4&I MAR. �- SLOPE 4&I MAX. CURB CROSSWALK a�n �aa GRASS .CpNCRETE CURB ONE DIRECTION WITHOUT BUFFER STRIP CROSSI CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL DFFII CC-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS Slope break for .. . drolmge, it.req'(L - - .. .. ... g R. 2 Fee! a - ... .. Back of Curb o I� i i r ftutlius Return Wn' aura gone. to nuance o E I mne.av .comae opw P10 .11Mn 4 ieel cam siPe oi oPrort r 1 I aaove hrHllLne. Can51r. u ..... ,feint Wlveway Enbmpa Apren (ar Ra tOp L m — Atairl. Edge of Pavement privenray EMrwnc Warp Transition Roll toy curb .................. Port Section A Par L Pnan or FIGURE B- ROLLTOP CURB ENTRANCE DETAIL SECTION FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL 5' MIN 1—V ONE DIRECTION WITH BUFFER STRIP Ia SPECIFICATION REFERENCE 105 5D2 504 ` t07 Li CRAIGW J. KC)TARSICI ✓' Lie. No. 0402048507 :,q. 0Z-0-7-ZZ ,,',, m E (?0 CIA N � Q 0 > E a E W _ u LU Q w u k6 � LU 0 L QLU U W Z aj J— ri OC O 6 in N a a_ O Ln Uri Q iL W U1 0 �U>to In U) N h � M W d T UA 0 (n x 0 L7 of F 0 W w W _ ¢ U � Q z 0 uri 0 r N Z O f E DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED BY J. DENKO CHECKED BY Z. KOTARSKI SCALE J LLI H Of Q F- W ^^ DO Q 06 O Z �-- c� o 0 nL L I L' JOB NO, 46883 SHEET NO. Ct3 i \ f \ ' ALBEMARLE COUNTY / GIS CRITACAL SLOPES - MANAGED 1 r, 7. - f FSHEET C2.1 ;.. y. •_. SHEET C2.2 r — _dOHNRNER PKWY - / /, : / �/ ` ~ \\ \ - ~ate ,•~ .---+..,}..-'*�....-ti_.._._ r •!C'^' - I t. _ _ i _ v ^ ti t _ `.k •_ _ ^fir --£'.ice(' ..�,h-•S' _ t2 ' � / / � /r . ^ '-• ..- �.. Y) \ \ �'- - -,_ -' _ S" *".'A'' �•<;C .y _.:.L'� "A': � - �"�'n.' fib`•- ,-t(.� Y _ ... �Y' .,;_ \ rC-. C�rtiv�-.-� y • -' :Sr4°s'_ - / ./ // - ��j/C �. j i i !l� f f ( „_ .,"^� ....y„...--..._`-.. —� Y `, f! \._ f -/ .. , _ .. ... _ _��ai i� ..: `�{_}l'S c 'v4L,.} •11 ; �' i, y�1d ter...-.: ^. ti u ,h \ r - , ' /�� / .. —• -�—ti �. t'1 1\ j ..\\ \ .,..k �.�(-,,,. .-_ -' :mow,-`•"ti ..,,.....a.._ _ .-.-' - .. - �. �1f \ \\' 1`, 'i •1 �' t .,�'%� \ - _.- ' '� ` \ , .,..�,.-.r ••T _ _. • ._ ^ r' - TM 61-167 \ 1 • t-•l TT �� \ \ \� J `�. HELENAOTTILLIA . ;at ',l '� t`s APPROXIMATE LOCATION t FEDERAL DAM BREAK TM 61-167C' !" , WETSEL ETALS `fa.;' t\f, 4 ,• ; A ` a '•/ �\ •Y s i �1' \ .\ \ \ \ —. / .. WB 173, PG. 237 INLlNDATIONAREA, HELENA OTTILLJA — WETSEL ETALS - f 1.58 w y I 2AC W81T3, PG_ 23.7 - _ .• „ — ,y - a \ `\``}i;;{{i;,i•..i d 1y,,.: I5.926 AC _ •_ .1! .S. i'3Y� 'tu lt: 4.7 a I i t t SCALE 1 "=80' 0 80, 160' Q CRMC,WJ.MY. ARSKI > Lic-'hlo. 041020485W 02-0j-22� , E 0m m N Vt N > E ai E w w 3 F- V Y Q u o 3 u- w O Q j U m Z w L(1 H 0w Q, 2 O N F_ V U n Q (A 2 ac N Z V a O N M Lu n. c} w J 0w 1n af Z) O S 0 w w w w F- 2 Q U � z O N D 0 PATE 0210712022 DRAWN BY VAN NIEKER DESIGNED By J. DENKO CHECKED BY :. KOTARSKI SCALE 1 " = 80' 0 J `d v ) o_ zwo w] Z 0 o ca � a � 0 z z Q X U W J Lu Q O 10B N0, 46883 SHEET NO. C2.a LEGEND: _. _�. - - - - _._ _. _. SCALE 17 =Mi§HEETkJ SD CURB MC CURB REMOVETREED v L U CRAIG W 7. ICOTARSICI > Lic. Na. 0402048507 02-07-2Z �, z O a re U V) w Z O_ In 7 01 N DATE 0210712022 DRAWN BY R. VAN NIEKERld DESIGNED BY J. DENKO CHECKED BY C. KOTAR5KI SCALE 1"=20' z Q J U) z O J w � W 2: co W nOLi ii Q vl Od IL z z0 c Q CJ z O U 0 z_ U) X W J06 NO. 46883 SHEET NO. C2.9 I I I 1 1 11 . SCALE 1 "=20' SH i pm �> 0 20' 40' '_` " . , .__._.- ..._._ -1.. , -- I .. \ yr . , v a w< ,:-.j. F;%f f ^ Sl `i'Fv lvSAll� �1 \ \ I;Jt'.i 24"h G!} I f In f - - .. t _ .... `,ate. ��� „vv..� r==21.& ._4 MCP f' .4 \ _ \\ , 1. 1. 1. .t • /. \ _ ___ r,,- .... ... 16 q. .. t f _...- \\ _�_,.; . . f+r y , wt,-_ .t ....-.W.:......... '.^' -`--::ram- _ : \ '. '' '- _ \ r - 'b ^ f \ �i .. ..---_._..._. ��r' ... ..__. . , _...--.......�.. _ - .r -.__.,_.._.____....-.._......_-.:,.:,.--.._...___..._•.- . ._. r \\n. lei ...'- .._...._-.�._..- _s.._.. : .r-E- ..._.-_.._._._. __ .__.... ... r __ _. _._ v ___-_ - _.._ _...._.._..._.._._.._. __....-_... - r"��i�E`rl._l.lri',}It4' %= / - - -' - _ - ," `�' I .. 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F ., ... . __.. \ ` ���, - ' 1� . . . _ ' .. . . . . . .. _.. _.. _ ._. _..... ,. - , f % `1 I - - _ \ % - � It ':t ,r .- _ - \ / r , ....... .,. .. ` F., . .., -. ... - - ` - .. ..... 4\ \ \ t `1 l '1 % `,5\ / ii \% t ! , �`\�, \ \ I � . . . . I , .� .. .. . . I.. ... � - ........ _1 .._.� . .. 1. / - - - - - . .., \ , " \ � \ \ k \ \ A1 \ \ r - I. 1 . . ..... ... o OVERHEAD POWER LINES TO BE RELOG/ATED t' \ \ ,' . . A 0 PANY ,. . t , t J . I �. ;. /. I _ - - u IN ACCORD NGE WITH POWER C..M `\ \ t y \, , =. ; I J .. ...... E BE VACATED ---�'I . _ _ - \ \ t\ _ , 4�\"` F "P120P RTY LINE TO. _., 11 ..� N .1 ,.. -, „ .. .... THIS (j" -. .. , \ t\ l\. (i // f ry/ \f*wa RI III ., !^ I X ---% . /. . ,r. .. ^.,^ / . „ ..... / .f ..,.... ' p - - ... .. - ., ..-. ... " _' ''` �4 1.i j ,", %t\ 1 t 'f'} " _..- � REMOVE TREES 1. .. _ te; `5 ... .. ,,.� .. i - .. .. •- F% , .. / . .. _ t 1. PER T LAN YP) 1 . _ . _X..,_.r rr �I' a. 1. :.. - . f. - / / i r 4 � .," - .` .' ....... _ r - �._, .aws._. .. ... 29''NOLLY REMQVrc ,..:,r �•� C,..1',%flull,�•'7!Jfd., \ \ , t i 'ti i , ', 41 t'Y l ` / , f+t K . _ . .... LID _ \ , . I T . I r�F" � j .t ,, tt t 1 - TM 6,�--167G SHED : '', tt , - % HEL TTILLIA WETSEL ,`, '', i b �- F B 7 PG 237 __ 5 t, t '� ,. E W 3, r O . _ _ ET ALS �\ \ r NA Q E . 25 9 CR S _ -.- _... __. . 26...A 1 -.=, /f ] _� . 173,P . 2 7 - rl\ t }j ' \tI I � r . - REMOVE `" `~� -"' 24 MAGNOLIA ' W� ``' ' .-TM 61-167C = 25.926 ACRES _ .... - ..... V \ \ , L \ \ , ,\ %+, ' - .... ' TM 61 167 = 1.582 ACRES -_. 1._ \ . \I ' it i / TOTAL ACREAGE = 2Z508 ACRES. ` 1 / i ... . . _. . . i SHRUBS i / s"J' . .. 1.... _ , _ .. .. _ a �. . .. \ `\. 1 t 11 / r. REMOVE SANITARY '/ ;. ... .. CLEANOUT d: t _�' .. .... . / ... 1.4"MP Y : - 24 MAGNA. 8 A LE 24"CEDAR ti * II k �l - REIv10VE STRUCTURES - .... $� HA CAPE PER .t 1 i rf 1...0 _ i .1. -1. ` i - /% .ly .. I. , -. - _ � \ i I u� ' \ ' . ,. .. I JIII f, ... REM y/ j� l I i / I f ) <I 1. a SHRUBS _ 8„ D I T . . ti .....1. I I . DEC E c� i� / f �. O . r .. ■ .. - -, _..... .. ... Q /,-�.., MOV . - i rn crV .? I t . . : n -t/ EC. - 1. ,, I •RE J I' 8" E t �' . _ . n ... .. . , - ... - I t .. / ... 1 5 ..1. _ "...t' L i i , v " I REMOVE FENCE RE..../VE POE i f' :I / 11 / v...u. , - _ . L , I w- . ..., .. _. N .< _ J3 REMOVE f r `3c� MO ROWER it . ... � '" REMOVE POWER POLES So / i _..._........... -. - � EDGE 5't : I j ' .. ..... _ .._ 24"HOLLY\ / .. '.. i ��� r SHED ... / ? 1 . If _1.X 36" MAPLE 4 ` \ / ` 11 T i py O ._.. t.., 12"DEC / % :, i i I . I/ � n__ � o ® 38 DEC y ,J i , : , --% t.._... , _ ...- ._.._ .. _..-.. i ; REM VE pHnnna Q _ _ € L r Jt Z, , ply /' ........ :. (f4)10'-18" . i , y DECIDUOUS TREES ,/ - 1.` Y! I jiJr g SHED 15" CEDAR REMOVE POWER -POLES \ ® r)' i'' y I ' REMO - / o -® � - r l l 1 18" DEC j iI ■ o Hp _-� t rI . i I 2 _ . If t i : r i1 I - \� � s I j�I/ _. _ � t i 1, owimmmmmm1• .�^.� 1• t ti t 1• I• t I• is 1• I• t r i I• t �i �'� � �, ; �. ■ o _ _ php . , MATCHLIN SEE H ET C2-4 _ - - I MAIL 141 , F _. / n ; -. - BOX , \ LEGEND: REMOVE TREE REMOVE STRUCTURES & HARDSCAPES SAWCUT PAVEMENT SID CURB fin" E'r 141AIHI tD 1uI' 'S'::r1.2 i ' HV'v 00; 44984' ifi'RCP / �y per, �, fr J If F , In / ,- k';'Cr �''w� , ` / )�" I • � G ILy Y'+.� W 0 aouG `v\r J. ICOT/m,ma > Lia- Iva. 0402048-07 .,', 02-0-7-22,�:, M E a N u N M C > E w eE L . w 3 0 : Q U. O Ind LL - a OL^' QJM U00 W K- rn a a;N N 30.Vv O Q 04 Lv LA s N y 2 U 4 Ln c o y N I.... v of J to� ui c� O 0 M ce In- a Lu ai x z O .. > ce Z) 0 am O cc I Im Lm I z O H a u In w 0 z O Ul > w of Ia r DATE 02/07/2022 DRAW N SY . VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1 ` = 20' J IL (J) 0 Innnn- Q J z Ld 75 W I� Q z �^xx O LIJ CQ W CL Q C/{ oo z 0 z O Q z 0 z X W JO6 NO. 46883 SHEET NO. C2.1 c a m a 9 0 = Np & M. 3 a c 75 m r a C O 3 E o Q. m0 o a: M. e z w do a2 a - a m' N c a6 oc 0: m ofU) z ov 2 a -m `o5 5 e� a m m 2, X C m o I, se d N m = 42s o no 6 ya 0 m C N M U -F-g N o C , d w m = .g L KEY MAP SCALE 1 "=20' 2 1 SHEET C2 2 \ MATCHLINE SEE SHEET C2.1 �.. _ 0 2D ' ' i i i , , i i i i i ii i i i i i i i i i im i i i i�i�i, i r i i i mi i MO SHEET C2.4 --•\ {2 I'R / ter'%} -l r r / 1 !r / ( i ' e 5 SHEET C2.6 3 - 4'= 12"CHERRY., REMOVE STRUCTURES , HARDSCAPE PER THIS PLAN TYP) - .... _ r r ='15" CEDARS (3) 12 LEGEND: Q CRMC, W. J. MP ARSKI> Lic.'Mo.01020485W A02-0j-22�;�, 0m E m N Vt N > E w a E W H N y 3 ¢'i o 3 ❑ LL. w o a�u� w M W O N v z,-0v oao �x =LL Jn2 acN I� U > c '^ 0 0' N � M 0 J Isi DATE 0210712022 DRAWN BY VAN NIEK DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1 " = 20' z Q J z O J >O zw� a W H < 0 O m ob a U) OHO " 0 z �0 o " z O U 0 z F U) X W JOB NO, 46883 SHEET NO. C2.3 L / 4 SAWCUT EXISTING PAVEMENT ALONG PROPOSEDLANEIMPROVEMENTS SCALE 1 "=20' 0 20' 40' REMOVE TREE REMOVE STRUCTURES & HARDSCAPES �. .— SAWCUT PAVEMENT SHEET C2.2 \ r y yLL 11EET2 3 ''. 1' f• FLEET 2.4yY ho - t T' CRAIGW1.iCr3rATCSJ l> Lic. Nlo. 040204&507 .�. 02-0-1-22,r;,, 7�1 AM z 0 d u U w O Z 0 !L ry DATE 0210712022 DRAWN BY VAN NIEK DESIGNED BY 1. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' z Q z 0 J zw _j W 0 m od a (/} Oz0 " a z a C) l} z 0 U z v ) X W JOB N0. 46883 SHEET NO. C2.4 L MATCHLINE SHEET C2.4 T � � i� � � � � _�- � �- E� � � � � �'..� i >� � � � � � � l� E� � � i � � i. i� � � � � � � i , S � � � �' � � 1• t� � � � t� � � l� t� � � � � � � r `, \ \ 7 C' SAWCUT EXISTING PAVEMENT ALONG PROPOSEDLANEIMPROVEMENTS C; DUNLORA FOREST SUBDIVISION SCALE 1"=20' 0 20, 40' LEGEND: REMOVE TREE REMOVE STRUCTURES & HARDSCAPES -- SAWCUT PAVEMENT 1c - : SHEET C2.2 r �j 'r8HE7 C2.4 _ I WT�2 j��..h.Ld"Eil Or�� Q CRMC,, W I IMP ARSK1> uc.'No. 01020485W A02-0j-22�;�, ui Z) 0 S S w w m 2 U 2 O N D 0 a i mm� Isi DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED By J. DENKO CHECKED BY C. KOTARSKI SCALE 1 " = 20' Z J Z O J >O zw� a W H < 0 OmC-6 rl a (/} Oho LL L z d "z O Y Z U) X W JOB NO: 46883 SHEET NO. CZ 6 L Fs I I C4.1 SHEET C4.2 I JOHN WARNER PKWY — I TM61-167C / HELENA OTTILL/A— WETSELETALS f %% e WS 173, PG. 237 25 926 AC A ---- ` TM61-167 SHEET C4.7 HELENAOTT/LLIA \ WETSEL ETALS I I WB 173, PG. 237 + I I 11 11 1.582 AC 1 i -SAN - O APPROXIMATE LOCATION ✓ 4 �'\ FEDERAL DAM BREAK C A �O �- I 1NUNDATIONAREA on SAN 1 w y '— i I p° SHEET C4.3 SHEET C4.4 O �.. 0 SAN 0 as SAN — o I i ° A� - O b lid I SHEET C4.8 0 ° z z 0 � -1'- TM61-16a&169 0 \ \ o\ I I CITYOFCHARL0TTESV/LLE I D8. 4622 PG. 523 0 \ \ o `c I o - \ \ / o 0 - ° / o ALBEMARLE COUNTY I ° FLOODWAII> / ° GIS CRITACAL o 0 / / 0 0 SLOPES -PRESERVED s I ° / o I 0 0 / / / O ° — WATER PROTECTION . . - .. - _ .-.-__ 0 / / o ° / ORDINANCE I c ° / / o c 100' STREAM BUFFER o / / o �. O / ° o / 0 0/ / o ° I o W / o ° — -7o ° / 0 / o / / ° % SHEET C4.5 SHEET C4.6 /' 1 p ° / o10 A / o ° / 0 o / 1 T"'61-170 I I I / o / / OA /� o CHARLOTTESVILLE _\ /°° / / / ° f WALDORF SCHOOL INC. ° 08. 4202 PG. 453 - / /o / ° ✓ USE: ELEMENTARY SCHOOL PROPOSED I J 5 /° O SWM 1' G/�(/ FACILITY i -. ° ! /% o o / f / o00 00 / / d o ° o 0 / 0 o � 0 / I ° ° /� o° 0 0 r' 0 0 0 0 I ° c r ° RIO COMMONS LLC o o °+ I ° ° O 0 o ti DB. 5085 PG. 669 z O ° ° 0 0 ° 1 RESIDENTIAL 0 p ° O O O ° ./ O O 00 I. ° O 0 0 O L �j p 0 ° 0 O ° ° 0 0 0 O 0 0 0 ° I 0 O O 0 0 C 0 / 0 n 0 O O U O 0 % 0 O / O ° ° ° 0 O o / ftb SCALE 1'=W 0 80' 160' �t;ALrfi OA'�a+ U C WG W. 7. KO'TAR%K1 Y Lic, No. 0402048507 _ 02-07-22,Pr: ui o: 0 0 cc a W x a z O K z a s U Lu W z 0 in W ac DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE I' = 80' Q > a- zLu� H O W a. m Q Q OH LL J Z O Q \Lu O JOB NO. 46883 SHEET NO. C4.0 SEE kyj.)OT-Pf.�N "PADPOS6 Tl.i�A��r'� Sl 6;11PE EA-'AF-tA0E;fVT% SEE,�-OD6�7 i�.AN m OR 10 15 go \A —7 — — ------- A� NERVATION AREA �.89 ACRES NOTES: 1. CONTRACTOR TO CONFIRM WATERLINE SIZE BEFORE MAKING CONNECTION. 2. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER GRADING PLAN ON SHEET C5,0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. EA.S�._Jsvfflq T viaarl cuiRB SCALE l`=20' I--- 6 20' 40' LEGEND: ElCONCRETE SIDEWALK SHEET C4.7 0 HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE SHEET C4,8--��G 0 CONSERVATION AREA 0 MILL & OVERLAY F� uul-�Bvr W,/mHD' 1 -2 4. N .�G EET C4.2 I's ap SHEET C4 6 urr 0 CRAIG w j. rcarmmsm > Lic. No. 040204850", E C) 0 e4 c < 0 > � Lu Lu C, Lu &U en -4 U 00 —ui 0 C:, tv, :We ct: 30' u V) Lu ........... 0 > < Lm Lon Ul Lu nf a uj %of-- L6 D -7- V FLARED END S'EM-1-C.- uj ............. . ............ . ............ > uj 7- -7 77V —7 0 77- \ A in DATE > 0210712022 DRAWN BY R. VAN NIEKERA 50- LANDSCAPE BUFFER(TYP.) DESIGNED BY V J. DENKO EASEMENT j I ; CHECKED BY 19 C KOTARSKI ............... .. . .. .......... . on SAN SAN -----NI-SAN SCALE 1 20' RIERM. PAiRK k. 6" GRAVITY SANITARY SEWER LATERAL C14 N NB, BUILDING 9 PROPOSED TYPE D w io RETAINING co WALL w POTENTIAL z 77 SAN. FUTURE BUILDING DOMESTIC LINE'13111111irl < 9 FIRE LINEW 2i AMENITY I ADA PARKING 0 I — 6" FUTURE — X.. AREA 90- BEND (TYP) 9. DOMESTIC SIGN (TYP) 9,385 SF 2 AND FIRE LINE 1.5" METER PROPOSED ...... VAULT RETAINING < T7— WALL —j 61, TO 2" • REDUCER 7p uI > z < -2 r) < J C) v fa- o-5 Mil 1111 111! xil 1 N, (D u Z, "M Moil' Rlj— "mgv�,,,,�g ,g 7 K� i; g� g 4- \j -,4 -41 ............ �4- -WO ..... . ............ 4-1 —5 6" X 6" ............. BUILDING 12 TEE AND ...... VALVE . . .. . . .. ..... VA TYPED J/ 15' METER VAULT FIRE 1 INF 'A' cl) > 6" GRAVITY ADA PARKING z SANITARY SIGN (TYP.) BUILDING 10 6" TO 2" ERVAMT-- REDUCER SEWER LATERAL .. .... TYPE B ............ . . ..... 7- BUILDING 7 PROPOSED RETAINI NG TYPE B 0 - 9 BEND (TYP.) FIRE LINEW JOB NO, DOMESTIC LINE'S' 46883 mm-"mmmmoym mmmmm mmmm M., w m m mmmmmmm mlmlm1m, . . . . . . . . . . . . . . ......... SHEET NO, z FIRE A MATCHLINE SHEET C4.3 IMIN, DOMESTIC LINE'B' . ....... C4. I PROPOSED RETAINING WALL #ARLE.CQUI ;f RllSF.S. lox c SCALE 1"=20' LEGEND: SH T C4 0 20' 40' El CONCRETE SIDEWALK SHEET C4.7 \\ HEAVY DUTY ASPHALT �\ \ LIGHT DUTY ASPHALT o� o \- d/SHEET C4 HEAVY DUTY CONCRETE SHEETor,4.8� o\' I SD FIY4RED END SECTION ) - ---- ------------ "----�-!' \ c OUT ET=428.45' ro ° CONSERVATION AREA 0 SHEET C4 2 Q UCRAIG W T K(YNASKI> Lic, No. 0402048507 02-0-7-22a, S,--—--— — — — — —— V1 0 ° of '—_ o oo �8 1 ( ALBEMARLE COUNTY GIS _ F:::::] o 0 0 0CRITICAL SLOPES MANAGED ,�OyN �/gRNER ' �.MILL&OVERLAY o / o° o o 0 o SHE 7 .5 SHEET C4.51NVo PKWY a LL o EX CURB ` - _ - Y 1 KEY MAP M = o � O - - _ — � 0. _ — Zrx " cc w SD CURB INLETW/MHD 4349 c' N Z TOP=447.65' = v ; O INV IN(S)=442SE VDOT LA c rn .05- 15-RCP � � LA A INV.IN(N)=433.70- 15"RCP m N w INV.OUT=433.65' 15'RCP00 ° `l rn o v o 0 6" E t IF v a ;'C11 1 • \ \ � tt1 VI 0 0 0 0 0 6"MA E \\ • tt = -- - --- --- - ------------ ce PERM.PARK SD INLETW/GRATE -- --- _ EASEMENT TOP=444.03' __-- _ _,tt j w PROPOSED 50 INV OUT=432.63' 15"RCP - \ ttt = Q I \ ` tt1 LANDSCAPE BUFFER PERM DRAIN \ EASEMENT t`t zo SEE VDOT PLAN \ I \ , l,t � DATE `• \ 1,t ? 0210712022 UIw w_ I 1 w co 20 -S < SAN — SAN SAN SAN I 30' LAN BUFFEI 6" GRAVITY SANITARY 6' GRAVITY SANITARY SEWER LATERAL SEWER LATERAL BUILDING 9 BUILDING 8 TYPE D TYPE D PROPO RETAIN WALL DOMESTIC LINE'S' FIRE LINE W ADA PARKING • BEND (TYP.) ADA PARKING SIGN (TYP.) SIGN (TYP.) 1.5' METER 6" TO 2" 5' VAULT REDUCER 5' CG`--Cif-12 6" X 6" AND VALVE \ \ \ \ al. X6, \ \ TEE AND 6"X6"TEE 26' \\\ \\ VALVE AND VALVE \ \ \ \ \ \ R10, y _\r \ \\\ \� \�\ FAX \ TEE AND f-6•X6• \ ` - 26 \ ADA PARKING VALVE ADA PARKING \ \ \ \ \ \ SIGN (TYP.) SIGN (TYP.) \ \ \ \ 1.5" METER VAULT n 6 REDUCER BUILDING 7 1r 1r BUILDING 6 TYPE B TYPE B 90° BEND (TYP.) \ \ \ \ FIRE LINE'A' \ DOMESTIC LINE'S' \ \ \ \ 1 Im Im \ MATCHLINE SEE SHEET C4.4 \ • PARK AREA ` \ • APE \ II EXCEPTION 8: QWEST COMMUNICATIONS 1 \ 1 CORPORATION 1 \ DB. 3613 PG. 352 1 SEE VOOT PLAN J I 1 1 \ • 1 1 \ 1 \ I 1 to I \ t \ t \ OPEN SPACE ! t \ 1.1 ACRES DEDICATED FOR PUBLIC I I \ 1 USE. TO BE COORDINATED I \ WITH ALBEMARLE COUNTY I 1 I I \ \ `1 1 I i i \ I . I I \ I I \ I I I \ 39 LANDSCAPE I \ BUFFER(TYP.) I I \ l I • I \ I I \ • I \ I I \ I _ I I \ I o I • I I ' I � I I 1 I \ I 1 I + \ � I \ I' I I1 ii •f f \ •I If I '�R O tt > DRAWN BY 1\ tt R. VAN NIEKER t, t, ,t DESIGNED BY 1 tt • t� J. DENKO tt • tt • t, SD ICURB INLET CHECKED BY TOP=454 t .27' 1 t`ttt INV. IN=449.87' 15"RCP • • C. KOTARSKI INVOUT=449.84' 15 RCP • SCALE 1 " = 20' OgA I)LjNL 1 0 70 O �ci D 4r myo I w 0 I� I I Z II Q �;aJ i 7 J I ` W 1--•I f /Q^ J I..L Q RNV TO BE DEDICATED O } od I Ip (0.82 ACRES) 1--q Z o O I1� ® EXISTING J PROPERTY LINE 1 1 PROPOSED PROPERTY LINE0 1 I 1 PROPOSED 10' CLASS A - TYPE 2 SHARED USE 1 PATH MILL & OVERLAY JOB NO. 46883 _ SHEET NO. C4.2 L F a L. A KNUA tSUA Z:irlALL tit KtUUiKtU I -UK ANY A 1 KUL; I UKt NU 1 MAIN 1 AINCU tSY UY 24-HOUR STAFF. ARCHITECTICONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION, ADA KING � k SIGN I ' :. pl- )' z CG 12 LEGEND: SCALE 1"=20' - BUILDING 13 CONCRETE SIDEWALK 0 20' 40' TYPE C HEAVY DUTY ASPHALT — — LIGHT DUTY ASPHALT 6" GRAVITY SANITARY SEWER LATERAL i HEAVY DUTY CONCRETE z _.... \ ix CONSERVATION AREA �r MILL OVERLAY - - '; \ ALBEMARLE COUNTY r GIS�STEEPSLOPES ` w 1 S METER VAULT " 900 BEND (TYP.) w z _ FIR..E LINE'A..' IWcH DOMESTIC.LINIE'B' rn y . ^I ^ " I J . '... .. i' .. �. may. .. ". co Z _ _1 I BUILDING 14 5 .T L A PARKING A R J SIGN (TYP'.). ' GIS MANAGED SLOPES \ 7 \ t i_ I11111111 (IIIIIII' 1111111/ � IIIIIII, IIII1111{ � i_ 1 PROPOSED RETAINING WALL \ ' BEND 6" 6" TE 17' 6" X 6" TEE , AN--VALVE- AND VALVE FIRE LINE W BUILDING 5 ■ ■ ' TYPE B , 6" TO 2" DOMESTIC v - K ``.. REDUCER LINE'B' , v s. W 1.6" METER ' VAULT uj W '\ W z \ ...` DOG PARK \` 6,756 SF ` ` . \ IF P T _....12'.._ 22' I MAINTENANCE - - GARAGE EXISTING MANAGED 12 FREE STANDING CAR WASH AREA WITH STEEP SLOPES (TYP.) GARAGES HOSE BIB AND VACUUM r f J IIIIIIIIIII[ IIIIIII, IIIIIIIIII, IIIIIIIIII, IIIIIIIIIII[ IIIIIII, IIIIIIIIII, IIIIIIIIII, IIIIIIIIIII[ IIIIIII, IIIIIIIIII, IIIIIIIIII, IIIIIIIIIII[ IIIIIII, IIIIIIIIII' IIIIIIIIII, IIIIIIIIIII[ IIIIIII, IIIIIIIIII, IIIIIIIIII, IIIIIIIIIIIII IIIIIII, IIIIIIIIII, IIIIIIIIII, IIIIIIIII IIIIIII, IIIIIIIIII, IIIIIIIIII, IIIIIIIIIIIIF IIIIIII, IIIIIIIIII, IIIIIIIIII, IIIIIIIIIIIIF IIIIIII, IIIIIIIIII, IIIIIIIIII, IIIIIIIIIII[ IIIIIIIIII, IIIIIIIIII, 11111111111 IIIIIIIIIIII IIIIIIIIII, IIIIIIIIII, IIIIIIII♦ IIIIIIIIIIII! IIIIIII, IIIIIIIIII, IIIIIIII♦ IIIIIIIIIIII IIIIIIIIII' Im ,1111�11- IIIIIII, IIIIIIII♦ IIIIIIIIIIII' IIIIIII, IIIIIIIIII, IIIIIIII♦ IIIIIIIIIIII IIIIIII, I_'II- \ MATCHLINE SEE SHEET C4.5 isF_.<_ �i{y CRAIG W. J. K—DTARSICI > Lic. Pia. OzM2048507 M E � O N V N c C Q O > E w � L iV Q LL C wLL o m`� 9 iY J U 00 W "d — sn ry p� 5� cc 19 LL ❑ Q � R C i U H c vi m E N co M v �H Ld rz 0 x O fl w w i a z 0 tn D 0 r i AM DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' ^J z�W W c/J o Lu D q W Q F- o0 IL o Q J JOB NO, 46883 SHEET NO. C4.3 L_ -j Ij FHA -CG 12 -T 51 to ADA PARKING SIGN P.) 1.5" MET ER VAULT ADA PARKING SIGN (TYP.) Y.. 6" GRAVITY SANITARY 5' SEWER LATERAL, 6"X6"TEE 6" GRAVITY SANITARY AND VALVE ..P"x 6" TEE- 1 SEWER LATERAL AND.VALVE '. BUILDING 5 BUILDING 4 FIRE LINE TYPE B TYPE B DOMESTIC LINE'S' METER VAULT a. REDVQER I . . ....... - 1% w 5. 2-5! -ILLI 2-- z Alvir-11JI 17 6" GRAVITY SANITARY SEWER LATERAL PET SPA MAIL KIOSK & PACKAGE ROOM • POOL ........... *.:=,�:�,:.,:� .......... .. . ............... GRAVITY 6 TY AMENITY AREA SANITARY 5,702 SF SEWER LATERAL . ...... . ...... LUBH OU CSE ADA PARKING N (TYP) ADA PARKING . \SIGN (TYP.) m R5 2,. -12 . ..... ..... FHA . .......... •AN`�iiit E SHEET C4. SHEET C4 M-M SHEET C4.7 Q, 51 SHEET C4.3 SHEET C4.8 30'LANDSCAPE BUFFER(TYIP.) Al I v SHEET C4.5 NJ 7 N KEY MAP R5' N PROPOSED 100' 1. RIGHT -IN TURN 4 LANE TAPER & 100' STORAGE LANE ACCESS Not EASEMENT A ROLL TOP CURB -7 --4 DOUBLE TAP WM (TYP,) BUILDING 3 (6) TOWNHOMES (3 STORY) K ,�Q EI,, • A A a 15'SETBACK FROM PROPOSED PROPERTY LINE 4" SSWR LATERAL 1: '-pTION (TYP-) CFN7 RA r,�.-T-LE QNE COMPA �: N6' O'Z� WRG 211%,P DB J 734 PC'. 432 MONUMENT SIGN R R fi 7-1 C412 w"6mQ--1 SHEET , r-j! CmG w j. xurmzsju > 'g Lc. No. 04020485117 ..... . . . . . 0 2 — 0-7 — 2 '2�, i SCALE I "=20' 0 20' 40' LEGEND: EXISTING PROPERTY LINE El CONCRETE SIDEWALK PROPOSED HEAVY DUTY ASPHALT PROPERTY LINE LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE PROPOSED 100' F/ TRANSITION L /-j CONSERVATION AREA ------- MILL & OVERLAY At, MILL & OVERLAY PROPOSED 100' RIGHT TURN LANE TAPER — CONNECTTO EXISTING WATERLINE 18" X 6" TS&V PROPOSED FULL ACCESS INTERSECTION INCLUDES 100' RIGHT TURN TAPER LANE, 109 LEFT TURN TAPER LANE WITH 100' STORAGE E < > E Lu U. Lu ex =uomo U, —ui ce 0 < L,n j Q� C9 < ui ce D D 0 cc fl ui 4'. of 0 Z O z 0 r- u U") Lu 0 z 0 Lu c� I DATE 0210712022 DRAWN BY VAN NIEKERA DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE z —j �Naaaa z<w LLI U) 2: 0 uj co 13. < F— LL P-4 ce o u 0 JOB NO. 46883 SHEET NO. C44 0. MATCHLINE SHEET C4.3 Fti \ \ _1� < \ \ r--NY-..N.._ -11 1-16 A SHEET C4.7 SCALE 1"=20' LEGEND: \ 7 ��. CONCRETE SIDEWALK /� A. s j 0: 20' 40' HEAVY DUTY ASPHALT SHEET C4 8 LIGHT DUTY ASPHALT v d n r •� O C1 HEAVY DUTY CONCRETE M CONSERVATION AREAF7:1 O MILL & OVERLAY PROPOSED SWM 0 H i Q r;>xMC, W J..KOTARSKi> Lic. ,mo. 0«020485W 02-0j-22� , E 0M N Vt N > E a E w w w o W.4 — n O rn 2 O N V n- z h yIt V Q u W V ¢ O c "' ul $ �v > N M Lu 0 w ow ui 0 S (-9 O z w w w w F- 2 Q U � z O N D 0 ' L j U wam w lrf�� z �! 4 DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED By J. DENKO CHECKED BY -. KOTARSKI SCALE 1 " = 20' L _ FHA �F fr lC f t" .� ty \ I \ \ 1$' PROPOSED _ STORMWATER ------_ MANAGEMENT ------____FACILITY 22.5° BEND —\ _ 6 FREE STANDING �\ ----___ GARAGES I r o� s> to 1 450 BEND erSlli zy w 6" DIP WATERLINE P � ROPOSED LOCATION OF U . I ERPARCELVEHICULAR. ROAD CONNECTION TO TMP 61-167A. 9 r %�, M TCHLINE SHEETC4.4 • I M Ij 12� 1)i - ■ ��A ,f 2�V++1r �i � .5� ' , A ��• SAN. LAT , DOUBLE TAP WM MP.) \ \ , , r I ir� + 4 � , ii � if��i s sig - • v1 r i� ,� �9���15 (pd v �' � r • 1 , BUILDING 2 (5) TOWNHOMES (2 STORY SPLIT) ) > r `• /1 g�f, I+��' F��1 I ( ■ 1 SINGLE TAP WM. (TYP.) a� •'' 13.74' I& SETBACK FROM ; (� PROPOSED PROPERTY LINE pM BUILDING .(4) TOWNHOMES (2 STORY SPLIT) � \7r ♦ / 46' 23 '.` 45° BEND � �r CONNECT TO ADJACENT ` DEVELOPMENT WATERLINE OR ADD BOV , \ & PLUG FOR FUTURE SCALE 1"=20' 0 20' 40' PROPOSED 100' STORAGE & 100' TAPER LEFT TURN LANE INTO MAIN ENTRANCE MILL & OVERLAY .11 �� EXISTING i PROPERTY LINE PROPOSED PROPERTY LINE SHEET C4.7 SHEET'a.8 p C ✓ f ! 4 Oi SHEET C4.5 LEGEND' CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE ,7-7..., ; CONSERVATION AREA U;1 MILL & OVERLAY SHEET C4.2 o � f ttj^yl I 4 �VfA y � Q cRAjGw 7. R.im-RSrtl> LIC.''yO. 0402048507 .�. OZ—O-]-2Z.t*�, m E Q N u � N c > E v W Lu Q M Y LL � W w O Q U J OD Z Lw —r O N d d u Z�Nr a U w O �U>� H c 'n oN N w K a v vi cc M cc z 0 w > w � U z 0 0 7 z Z) 0 am O oc DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED BY J. DENKO CHECKED BY -. KOTARSKI SCALE 1"=20' z J z W < (— O w J ^ #.1.. Q O iL �: 06 0 Z) J JOB NO. 46883 SHEET NO. C4.6 SHEETI4. LEGEND: 7 CONCRETE SIDEWALK :OL A`'C-ESa WEN?- SEE. PLAN ...;. 0 p p MATCHLINE SHEET C4.8 \ + m a : o �. CRMC3 W. J. IMP ARSKI> 040y2U495(Y/ O2-0 i -22,, "Qy, M E 00 � N Q E > E E F-'' UM,LU w 2 :t LL, °- o g w a — w 0 m`� Z aL4 cM J �.2 U Q �00 'IV Z O_ O N H N d u .'. • 3 o Q Ul i C LL LLJ O y i N Z o N N W cif a 7 00 J O Su 0 V 0 ��r H Q 71J W_ W H U Q Z O ce 0 DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED BY J. BENKO CHECKED BY -. KOTARSKI SCALE 1"=20' SHEET C4.7 rr!�iLr�!�iHE M E O O � V N V1 N C ¢ O > E ai E w w w O J U m Z O rn O U N F- V z r B V Q :�) W c N Z U V ¢ � O c "' ul $ �v > N M LU 0J J ow ui 0 S (-9 O M z w w w w F- 2 Q U � Z O IN D 0 DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED By J. DENKO CHECKED BY :. KOTARSKI SCALE 1 " = 20' CURB Si:AL� 1"=2G' G 0 2G 40 I ju - - - - - - -\=--- - -_ A SHEET CSJ3 —I R f , I _ SHEE 5.4 HEET C5.5 KEY MAP If It \ If It 1110, \♦ WALK / - - ~`� PAVED '-1 -, ~ \ I 1�l !- �` \ ♦ 1 , , I f / / / \ - \ / \ - , p pp 1 /fir✓//' \ \ \ \----- - - - - -- -- - -- `♦ --- - - - - -- - --- - -- - - - `\\ \\ \ L •• - ' 702 I 1 \ \ \ \ \ 440 i 441 -1443 4 445 -. 446 447 44 \ + 1 \ \ \ J ^ \ \ \ \ \ 451 452�- - 453/454 / 1 \ \ I 1 \ \ 1 J \ \ \ 453 455 ' 454455 454455 _ - _ _ _ - - - ■ 1 \ \ \ \\ \ \\ \ \ 1 II I \\ \ \\ J \\ \\ \\ \ \ O 5458 ■ - f 1 \ \ \ \ \ \ � - - _ ass Aeo■ 1 BUILDING 9 ui �Cy d5T ■ I TYPEDLu ■ 1 •FFE=456.50• 0)pro ■ POTENTIAL �458 ■ I -z SANS - `BAN `\ ` --� SQN T 't \ ■ - FUTURE 4159 ■ 1 = 8"HDPE ROOF LEADER ■ BUILDING ` \ \ ` \ I \� \ \ \ ♦ CONNECTION AT ■ A61 MINIMUM 1 %SLOPE. ■■ A6`1 1 f FFE=467.1T ` \ \ \ \ \ \ \ \ ` \ \ \ - J! ,' ' \ \ \ rr■ rr■ .� p6� ■ - I 8" HOPE ROOF t 1 ■ y - ■ I LEADER h ■ 1 CONNECTION AT I \ \ \ \\ \ \ \ \ I 1 `■ — qj ■ ■ MINIMUM 1% SLOPE. \ ! \ - ■ 1 1 "" \\ `♦ ♦ \ \ --\ \\ `\ \♦ \ I ! \ \ \ \ \ - PVMT /SWK C C. 21 SWK .59 4 SEC 218 60.93 462.55• - 6 PROPOSEDWALL WITH RAILING Q---------- -- \\\ \.\\\ \ \ ` \\ MAX HEIGHT: V 1 Tc TC Tc - - - - - - - _ \ \ \ \ \ \\ \ \ ` \ \ \ 4 \ \ \ \ \ \ \ \ I ~ I \ 1 i 1 , I 11 11 1 1 TC TC 1.18' / _ 464.77 465A2' a' — - ' \ \ ` . \ \ • \ - \ \ \ \ \ \ I I \ I I I ! _ - I I I ..'` 460.44' 460.89' 1 ! \\ \\ \♦\ `\\ \\\ \ \ i / I f I /' i I I ! ! v a 4 I 1 1 ! $1' TC 464.W i 1 r 1rJ! 'D I 1 •FFE=450.50' 1 •FFE-461.1T ` - _ - - _ - - - - \, I, \ ` \ \ \ \ \ \ , I 1 I 1 I I I I �f!!". j // / TC I ! I } / / 1 \ ` \ ` \ \ / /' / ! I I 1 Il ' I I I I i� ! 462.4 ' _ 1 // 1 I \ ♦ \ ! /1 I 1 W TC 46 2.71 4v TC 465.1 - - I > TC C j - - 460.82' '• Il.l 462.23' TC 465.05' i BUILDING 12 / 462.36' 462.7T 1 ;„ 464.7T 8 ' S / , / � / � , I/• � TYPE D y I 1 PVmT / BUILDING 10 1 460,W :. / TYPE 64 5' 1 1 BUILDING 7 SWK 8" HDPE ROOF LEADER 1 ' I TYPE B 460.89 1 CONNECTION AT •FFE� G8.15' 8" HOPE ROOF LEADER TC ^ MINIMUM 1% SLOPE. 1 ' CONNECTION AT 461.00 MINIMUM 1% SLOPE. 1 1 1 Tc 1 t 465.33' I LO MATCHLINE SHEET C5.2 { I 454 NJ 54 1 ' / ' 1 NN 14�: AS.rf1 OA O U CRAIG W. I. KOTARSKI Lic, No. 0402048507 A_ 02-07-22a: 0 E N V N � > E w y E yj a d 3 U.w n pp� o q .. ¢a j U aM0 W J —ui M ON,N l:iW N _ 3 0 1n J 0 Q � c v v �to c '^ o � ui N a� _I am O oc a U In W 0 Z O Ln i w oc DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY 1. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' /•J/•� I..L > W z_jQ Lu co Nz 00 IL Q HI I� Z UT 0 Z Q r� V JOB NO. 46883 SHEET NO. C5.0 L i SCALE 1"=20' SH ET C5. ISHEETC 11 g ! 1 MHO � � F-Sill tipL•.'1 O 1 r TOP=441 24' . 0 �a 40' l ' 1 1 INV.IN=429.86' 24"RCP 1 ' 1 I BOT.STRUCTURE=424.04' 1 \ QCRAIG W 1 K(YrARSKI> 2-J Lic.No.0402618507 SI4EET C5. Ap �2-0-7-22 \ S%ONAL ' SD FLARED END SECTION OUTLET=428.45' r1 E SO INLET IN/GRATE 1 O 08 \ \ TOP=446.25' ` — — — \\; \ INV.IN=432.05' 24'RCP ` SHEE 5.4 HEET C5.5 E JOHN WARNER \\ \ INV.OUT=431.80.24"RCP y i 4 a _ PKWY I a LL 3 —� - i _ \ cz of �KEY MAP SD CURB INLET W/MHD------------------------- - - - - --- PERMDRA— Aa N oaN rraii Z -- - - - - - - - - - - - - - _TOP=447.65' vaLO - - - EASEMENT- - - - - - - - - \ J' 15'RCP - rVi�n SEE vDDiPLA— — — — — o _ - - - - — --- INV.IN(N)=433.70' 15"RCP - - - - - - - - - - - - - - -K- - -- - - - - - - INV.OUT=433.65'15'RCP- - _ a - --_ CO - - \ ' / ! ix v — � a ,S� � � v�. 6"MAPLE � � I � _ _ - - - - - _ - • - � \ • - 1�t = ce PERM. "' ---- - 2� c T _ - --- --- --- --_ __ _ — 457 ` \tt\ > W / 45E\tt i Q / �jtg1 / SEDIMENT - F R — / / 46046I �';- ` \t a FOREBAY GABION v T . \ / WALL Ell = 447.0' P 462463q� O T 1 \\\ 2 702 i / \t ' ORETENTION 2A _ 465 BI4� \ a ^ \\ DATE c / / LEVEL 1 467 ? 0210712022 �Ap1 448 804 DRAWN By w 449 /�� a ` \`t R. VAN NIEKER 8 450 51 q52A53 \�\ � - DESIGNED BY A `�' �/ 1 \\\ • J. DENKO w co tt \ • _ 455 CHECKED BY 4� I �q s+ / 1 / tt SD CURB INLET W/MHD • ._ 457 TOP=454.27' INV.1N=449.87' 15"RCP • C. KOTARSKI 4 I �\ INVOUT=449.84' 15 RCP • • SCALE rrirrrrrrrrrrrrrrrrrrrrr rr 1 j r r rr���s�f������rrrrrrrrr���_�1m-mrrr r� I -� 4. • , • 1"=20' 1 yy 8"111 ROOF LEADER • ' P 1 CONNECTION AT 1 tr� MINIMUM 1°% SLOPE. 1 EXCEP 1 1 I Q WE OMMUNICA ONS r 1 ORPOR ION 11 1 _ ' NLOR BUILDING 9 BUILDING 8 1 I _L Ds. 13r '�2 a t A pU TYPE D a TYPE D -- SEE v U— tt I O _ _ � •rrC =Esq •FFE-459.23' rn I I � � � — — � � � 47 ' I y L 4r 1 . 1 �� •FFE=489.88' -- FFE=467.17' 1 _ t 8" HDPE ROOF LEASER 8" HDPE ROOF LEADER 1 1 8" HDPE ROOF LEADER CONNECTION AT 1 1 , 1 t ,� \ X,- CONNECTION AT 1 CONNECTION AT —Mt IIMUM 1% SLOPE. 1 I 471 I i MINIMUM 1%SLOPE. 1— — — — — — Z W Q MINIMUM 1%SLOPE. � SWK _ 466.70' PVAIT ' I TC r r r r r r r / PvMT SWK ;�• 1` t � Q 1 466.1� r r r rrrrrrr �167.63' 220 i'i 486: 469AT rrrrrr rr� I \� ■ I 1 � I LU • 470.41' I 1 \ I (Y SWK SWK Tc------- I O w Q 466.78' 467.8 469.39 469• TC I ■ I ' , 1b ' EV EV / / EV EV T7o.or a7o.1s' ,470.76' I ( + o ! i \ ' / I a LL- 0 467.7T 4 8.04' �/ / O�.�/ Z V i ' TC TC 470.56' 470.W TC 6 I I I 471.49 I • L ' 487.Mi3' TC TC PVMT SWK 46M7 C74, 68.45' 488. 469.-w 470.0 SWK 470.90, TC II 6 1 467.59' -- _ � r +ter + • r • SWK ' 00 m I I l - 1 r 469.93' 1 u J n 1 1■_ I � ,I �'' J 1 1 F 47 I I t TC ' 463.13' J } 1 BUILDING 7 1 8"HDPE ROOF LEADER BUILDING 6 J CONNECTION AT TYPE B t TYPE B 1 MINIMUM 1%SLOPE. r 1 •rrFwcrs.l� � 1 1 ¢ f1013 NO 46883 Tc 1 a 469AT I ! � I 1 1� SHEET NO. MATCHLINE SEE EE 5.3 — r C5. 1 I SH - -- - r I - _ TC G SCALE 1 -20 , / I I I o I I MATCHLINE SEE SHEET C5.0 ET C5. SHEET CSA__1 1 465.33' j I SWK 464.54 V CRAIG W J. KO•TARSKI T` 1 / 1 ; 1 BUILDING 7 Lic No.0402048507 ..'� —( I ' , , • l ! ! - II 463.22 1 , L MM 46' 4 1 TYPE B 4 02-0-1-22�r Si(EE1 C5. Y /i' / ,' V,/ / 1 // I I •FFE=468.t5• �454- 1 M � 1 SWK 1 4� S%ONAL n BUILDING 10 46443' / / 1 TYPE B I ------ / 1 .FFE=464.95' E /12' HDPE ROOF LEADER I . rC TC rn o CONNECTION AT ' I 1 464'� N ^ 464.26' a E SHE 5.4 HEET C5.5 ' /' ,' / MINIMUM 14o SLOPE. \ 484 c aG4.32 I C 1 TC TC , '�uoo Z W �w0.`o� 463.96' •164.041 Q s r� I , 11 l Y� ww-'i O ' ! ' 462.34' ' ' ' ! 1 / •FFE=45t00' •FFE•461.67' I 1 ' a H ry N C KEY MAP � /� / / SWK / 463 / TC , \. > O x LA I 461.58• T15 463.60.1 rC ' a LL W 463.46 �� ui /TC I /463.W m ry w / ! / FNMT� ' \ .. .. - I(, ,i l,� '� 36; a v K 1 �[ a 4 r 1 I I I I I I /' / S1 TC d� I �, I 234 / / _ ETC $ ' 461.49' 481.47 ♦ TC .. I TC 46 AT 463.0 ' 463.34' VI I BUILDING 13 _ - 46,a I / 4TBz.e4• TYPE C 0 ' r TC Tc-' 462.99 ' x TC ~ f / I 1 / T a61.65 I , G f/ r' r — — / W a y W x a TC TC T162A ,n O 461.28' L \ / 461.96' 1 F z BUILDING 5 , w ,� DATE z .' TYPE B Lo > 0210712022 r w ! / I I 1 ; .: •• / •FFE=465.03' (n 0 r! r r r I rl Ir 11 r 8' HDPE ROOF LEADER 1 j / w } DrvlwN BY CONNECTION AT� VANNJEKER MINIMUM 1% SLOPE. rl Ir 1 ! r I 1 II l� IrSEDIMENf 1 /, t • DESIGNED BY FOREBAY GA91QN 1 1 1 8' HDPE ROOF LEADER 8 HDPE ROOF LEADER 1 / ' • J. DENKO r I WALL ELEV. = 446.17 CONNECTION AT, 1 I i i I 1 I i 1 r I r c 11 CONNECTION AT MINIMUM 1% SLOPE I ,' • CHECKED BY 1 I r I I MINIMUM 1%SLOPE. I I ' 1 I I 1 = / , • C. KOTARSK! I I I 1 1 i Ir ! P \ -`� I 1 fc 481.70' ,/ t� t� tt� • • SCALE 46 1•C,. l I I' i 1 460.33' 1 1 • . ' ! / 96a C 461.58' M SIORETENTIONIA BUILDING 11 46 LEVEL 1 \ 1 TYPE B MAT •FFE-449.49' \FFE=460.17' •FFE45.� 460.9g IL SWA 1 1 BUILDING 14 swK _rr~l TC j TYPE C 459.7 a60.2� TC J -7 - -499♦19 - 460.10' I - 460.aT 231 60.83' 2 O^ Lu nQN/ TC ' 1 --- 1 IL.L J TC , 0�6t � / / / � t � - ♦ t \ ` � \ 459. - - a5&99• TC TC TC CV r I I 460.9 460.11' 460.18' 90+ TC i� z V O 459.95' Z TC -- -_ --� �\ �\ �\ I — — - -. TC 459.98' - TC TC \ Q \lj •i59.73"�w W 450.d9' 480.67 TC - 8' HDPE ROOF LEADER 2 CONNECTION AT 1 TC 4s59a9• MINIMUM 1% SLOPE. 1 459.00' T- - s mmmmmf�f�wf�1�t�1�f�m1 i l ,I C 45903. 401 - _458— \ 455 ` 452 - \ 451 1' 450 �I EZ NO 8 449 _ - 448 - — �\ 7= IIIIIIIIII- 1' SHEET NO. LINE SEE SHEET C5 4 446 445 C5.2 \ - L 1 •+ 1 ; r SH ET C5. -SHEET C5.1_ _ - 1 TC MATCHLINE SHEET C5.1 I + f IMFI 469.8T I �I , , �; 1 1 1 - r � ' 1 ••� l' ' 8•HDPEROOF LEADER gUILDING 7 1 I 8"HDPEROOFLEADER BUILDING 6 I' \ 1 CONNECTION AT 1 1 CONNECTION AT _ TYPE B I I I I I + ` ' / I QC1wG W 1. KOfARSKta ' MINIMUM 1%SLOPE. TYPE B 1 MINIMUM% SLOPE. "- I .I f ' - L - - A - - 'rI \ r j SHEET C5. 3 j G No. 04020485�0^T� •FFE=468.16 I I / f 2 �� LL 1 / IOcSS1ONA1, � I TC s9 "-. _ I ems/ jr a 240 I •r •� i - s 4 TC TC - t1r I t E - - - 68.88' 469.52' N89.88' �r ` o r rn TC 4 - l 806 �� + - - - - - -� 465.5 466.85 _ - .86' 68.93' 669.35' I I - - - - -- _ + �' I SHEE C5.4 HEETC5.5 > E TC :fir ` � ,! w d aE 1 \ 468.14' 111 ; 1 - \ 468.58' TC . , - _ _ _ -TC-q _ - TC •I 465.40'l - _�., Q U. i ; SAN _ - =�- S, N - - \9 1 Q6� 468.49 46g 469 10' 468.90' p`� m •r 406 ' w ! vi O - I EXCEPT TC 4gs , KEY MAP > O �3� I O EST COMMUNICATIONS C TION465.t5• :I 5� SCALE 1 =W z o M TC PG.412 'I I 7C TC I 468. 5FE VD LAN :I , a < w TC 467.87' 167.t1' f - _ 0 20• 4U 49 � O qr TC 87.72' - :I T66.13' , I=.1 > 'k O " /�3 h3 4es.ar `� C z A3 \ Tc 46&34 i c � ;>_n TWAT0 Z36 FNMT / 7AB 467.5T TC , .. _..• •• r - ��` I i20 n N W 464.28' SWK 867 T 46828 r 466 4 - - - - TC 467�_ e05 •I 40 Mpg f=_ }C 467.45• ` 67 4' 464 T -� :e' vi 1 1 I � 1 ` 1 \ i BUILDING 5 BUILDING 4 \ 1 466.70' I W 1 TYPE B TYPE B J ' •FFE=465.03' •FFE•467.25 _ x 1 I \ 8"HDPE ROOF LEADER 8" HOPE ROOF LEADER 1 ' ' CONNECTION AT CONNECTION AT MINIMUM 1% SLOPE. } MINIMUM 1%SLOPE. 1 '. 1 \�h 4�1 ---- A ` - 10 i 244 SCREENED 1 PORCH A65 ' AMENITY 1 1 1 • V. ' 1 1 I n I I 1 � 1 1. 1 •FFE=46a.^ 1 - 1 tip PET SPA 1 ' ' I. MAIL r KIOSK & 1 1 PACKAGE 463 1 ROOM SWK 242 463.97' R 1 TC PVMT 463.46 SWK 463.34 1 463.81" 1 iN 6 � 1 2B 8" HDPE ROOF LEADER CLUBHOUSE CONNECTION AT •FFE=466.20' MINIMUM 1%SLOPE. 1 7C SWK a� 64.55' ■ No TC W W , • \ Q O • ^ 2 o 17 DATE 46573' ? 0210712022 O DRAWN BY •i R. VAN NIEKER DESIGNED BY • J. DENKO � I • CHECKED BV • C. KOTARSKI it !I - -- • SCALE a o�h l i� �� • 1" - 20' I ` \ , TC I TC 464 SEDIMENT ECEPTI 464.391464.25• 402 463 CENTRAL P*0W6AQ A GI 1 ` 1 7@4 PG. �2 07, 462 461 SE VDCT P : N 7c ` Z / \ Q 464.15' 400Vl\ I460 • h I ■ �` V > LLJ 463 J 600 i • 1--I < Z ui 463.89.1 254 \ 602 ^O^ m Q i 1 L.L Q • �•O LL- 0 Q 46? I z 06 TC 462.E I 461.71' 0 Z I 462-36' - L.-.-.-....._. i BIORETENTION 1C TC w- LEVEL 1 462.14; pro 461.98• I I I • S I -------------------a--------- • Tc QE �ry 4 I 1462.19 TC ! .I r TC i l P 5 B2 461.75' Tc ■ I _ 46 VEL 4S6 sr� 9 TC � � A 459.9r I 46 • 442 4 \ I AMENT I 7 459 R NTI N �T� 256 I 458 01, 457 V 1 ' 5I 456 04 255 c I I iDB 1:0. .47" / I 46883 SHEET MATCHLINE SHEET C5.5 TC 258 C5.3 459AT 462.W Tc 462.57' ti TC •FFE=467.40' BUILDING 3 (6) TOWNHOMES (3 STORY) \ •FFE=46`, 4'J l •FFE•465.: L . _ _ ATCHLINE S T 2 44 448 t 7�r�1 O !!!!!!!!!!! ! !! ! ! ! ! !! �!!!!!!! 7 446 445 44411 443 4 O l 442 U CRAiG W. 7. KO'TARSKI Y 441 Lic. No. 0402048507 \ \ ---------------- 439 440 A02-07-22,.. 438 437 Cis%ONAL k�G - — camI 435 �• - 43 --------- � 433 4 -- - - - - - y _-- 432 431 0 - - _ - >1 430 ±�----------------------- 429 N� 428 0 - _ 427 > E � � W ai E — — 424 a LL 3 O W C TM 69-970 — _ _ — _ _ _ _ --- - - - 422,u0 Z CHARLOTTESVILLE WALDORF SCHOOL INC - - _ _ — — — — — — — _ _ __ 42 n y DB.4202PG.453------------------ 420 _�� - \ ------- _ a1s �0a o USE: ELEMENTARY SCHOOL - - - - _ _ - �v lu� o ------ ---- � a `--- --. 2 �� in --- _^' w --- — — r oc - - ` _ _ - _ _ b !W- cc _ \ O w i {{uu - ---- - - - -— - -- -, -� / 4�) 412 4j3 4�4 4�S 416 4j� 4Te 419 4?0 4? 4?? 9?3 414 425 / O -.—. — �.. .. 7-- --- ��'— _ to DATE 0210712022 DRAWN BY R. VAN NIEKER \ - / DESIGNED BY -- ------�- , � — -�— •• l.DENKO i i -- • CHECKED BY TM 6 I - i 6 KOTARSKI — — RIE7 COMM01VS LLf*1 ! >.� • • SCALE DB. 5085 PG. 669 , USE:_RESIDEIVT/AL - - • \ 9 W Z • '• � SA e ° Z\ n I J L13 ' > LU SA ' SA e , L18 , Z J y Q Z SA e. I O w Q / SA ' 9 co p 06 Oz t-1 z Ur s� o Z U •e Q / Sq SH ETC . SHEETC5.1__�� 1 1 / SCALE 1"=20' 0 20' 40' 'SFTEETC5 / U _ 00 / SIILL 5.4 HEETC5.5 —� JOB NO. 46883 J SHEET NO. / KEY MAP° . ,4 C5.4 I qqg 9.47' \ MATCHLINE SHEET C5.3 I -I 446� 445 — — TC 258 443 444 ---— \ 459.65 _ 442 TC 1 - 459.T 459.2T • a C 'SEE=470.00: • \ \ \ •FFE=460.00 \ \ \ /•FFE460.00. •FFE=470.00' 1 \ \ \ 1J IjIL \ \ � / BUILDING 2 \ (5) TOWNHOMES y (2 STORY SPLIT) /**Ico 417 Ot 416 \ n /pr v 414It � 1 M T F AY' EDI EN OREB r. • \ N TC GABIONALL ELEV. = 417:0' 200 � c w TC asao � N 456 •FFE=459.00' 4`144i pTc ep 4655r 1TC \ 416 �rN 45947 417 \ TO •'S 56.18, i 421, •FFE•a57.68' \ 423 �rV •FFE=467.68 h OF \7 BUILDING / \ _ (4) TOWNHOMES «-i5 ,. (2 STORY SPLIT)TC L- fta / \ \ \� 1- •FFE-457.66 \ / f TIC _ � soft rc 453s3 4. h \ ! W-----_-- _ / soft as \ 452.63' / \y IF _ RIO C MMON LLIC f T` ,� ESIDDE TIAL 44 4. a • - . ,' e / / t ... RIO COMMONS / SDP-2021-00045 y e (BY OTHERS, SHOWN / a FOR REFERENCE ONLY) / , woo 1 ` ] •� , I ftw e 1 • / e OAL U CRAIG W 1. KO TARSKI > Lie. No. 0402048507 A_ 02-07-22a m JJ N N � � x > O > E W gi E w da j U Cm0 z w j — rn O � W N N 2 M _�.�,� ?0� U w GQ O ,/,s u i z O V) c at o j LLJ a� -1 b IW- Ui n: O x M cc w = p Q z O DATE (A ce 0210712022 O DRAWN BY R. VAN NIEKER • DESIGNED BY • J. DENKO DUNLORA FOREST • CHECKED BY SUBDIVISION • C. KOTARSKI SCALE 1"=20' 0 20 40' • • SCALE 1" <u 0 nQ !l > LLJ z-iQ H OGLu m LL Q L.L IL Q O r 06 Z 0 Z Q iH ETC5. - -SHEETC5.1__1- kfEETC5 Q, O } SHEEN5.4—7a5HFFT C5 5 — 108 NO. 46883 SHEET NO. C5.5 ;EY MAP 1 U N � O N 0 N �W O['1 v x + � y N �'7ZZQ of z z z EXISTING I. GRADE 415 ---- -r'�-- - 415 445 .-- E - - - - - — --445 435 _... - - -... r-- / 410 •--- -� - - — - -- 410 440 SL-1 --440 T _ 43 0 -._._. 101 120.62' O , 48" RCP 1.00°I . 405 I I 405 435 I 435 425 v a v 420 9+50 10+00 11+00 11+67.71 9+50 10+00 11+00 STR 100 - STR 102 STR 206 TO STR 222 PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: \/CM] 0I AI C. a"_L - LCL]'Y C(AI C. Ao_L tD r r N " fO v Rom" ? cO'a• y"� v V ml*vM , C4 OR Z6 v m6t, ch�CA� , + �� H �; + � Ivz0 Lr)70 O"vz =O �'vz a-O 011-0» pl_O> > �FOz z 15+00 16+00 ; 17+00 18+00 19+00 20+00 21+00, 22+00 23+00 24+00 STR 208 TO STR 220 PROFILE HORIZ SCALE: 1"=50` VERT SCALE: 1"=5: 25+00 12+00 13+00 V CK I OL.t%LC: 1 =0 h Rectangular Structure !07) 21) I (205) 15+50 6,9X Q Cl AIG W. J..KOTARS KI> Lie. 3.4o. 04020495(q A 02-0-2Z,;�, m E N OU � N Q > E E w E R lu 3 a"u"Y3 a o k6 w010 ¢_u0000 z -1 - L; ., O rn N N d 1 3Z X owa V U) tt ad 6 LLJ � O y i N Z m < o �v in N > Cif a� 00 J %01 vi a 0 D 0 Uj W W H a � z 0 M Ce D 0 DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED BY J. BENKO CHECKED BY -. KOTARSKI SCALE 1 " = 50' am s L t 5 a; h—! a L!_ 0 o m 0 0 50 Q a a PROFILE SCALE LL O t 3 O � a F� Z O a n d NOTES -.- INLET SHAPING (IS-1) IS SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN 0 a 12-FEET r a 2 a `c a a q x a a S U m JOB NO. 46883 N. " SHEET (NCO. C8. V a L r L N N ; (° ui W N Lo + N C14 -1.. N 0 in M �, .N,.r N.. O U N (o _ 0) 250: 24" Basin - Circular Grate aa' o N (� '�° 00 o CR C9 sir N'q ` `o C O 67 N O Q, K Co I ((, STAIO+OO.OD U �It ItZ z_ Lo + Co~ (�v =az_z_ CI"N z TOP 456.00 a (L» a0 >' O I� 0- > O INV IN 449.60 (251) 465 N U) N Ul ti z z z Lo INV IN 450.35 (255) INV OUT 449.50 (249) m 07 (n o 00 04 o U C`I v U U 460 I 6t a' v I N a CD op o m o w n w w a PROPOSED WATER o z O pp o v mQ N r- m v m n v (p� w o v GRADE i CROSSING IQp» iy+oa��'. c,Y�a v j u,o�� j in.+�~j �a •-Q'd'Z �Q NE'zZZz0 °QOz zae.%idQzHOZ z Q - ----EXISRTAINDG46470 470 455 E _ I! - 1, cliO4 `3.465 G1' ✓ - { -PROPOSED GRADE.SED -- - - -'-� PROPOSED 53 4� -- ---- 460 4u5--- _' —-------- - - - -- 465 450- -- - - --- - - --- ---- `-r'2a OF GRADE }1 . GRADEEXISTIN l (— g4,48 O 18@ 2 00 i 2.8' Ifi 1s' HDPE MIN. 11 I 455 . ..—,—_._ .......2_.—..—...455 460 460 445 ? ......... _ ___.____ 6,t r WATER 1 7b3 _ SANITARY CROSSING f1 yg �El SEWER l 41 € 15" HOPS �, Q CROSSING -� 267 i I 2 Fr 2.00°/d poa 450 -- -- 450 455 -. r 1f% j @ (EXISTING 455 440 'V� Q € -.. - -'- --- — - - - - - - - - -- - 9—..-. �l yiD l GRADE: ¢ .-. i 42.06' OFv 15° HDPE' w - 15" HOPE HOPE@ 1.0 1 — i _... _ _..— —445 450- — _— — i ..—...— --.—.—.— .._450 435 ---------- 450 �J OF 1.o0%i 5 4 t 1 E 45D 78.07' OF j 2�263% ] W j HOPE 3 I °/ @1.00° �` f 445 E_.._._._._._.__._._._._._i .—_.______ ._..�._.__—_.€ ..__ _._._..____. �— _.._.__.__.__._._.—__._..___.__.' _ _._.� 1 ....__.__.___..—..12 __.__. ..-__ ____ —_ __...... .._._..____._. _445 SANITARY; 1. 1 SEWER = F CROSSING' 440 440 h h h .' tp (D b (D '. (p (O (p t 72+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00: 21+00 STR 228 TO STR 240 PROFILE HORIZ SCALE: 1"=50 VERT SCALE: 1"=5 . 13+00 14+00 0 50 PROFILE SCALE NOTES: • INLET SHAPING (IS-1) IS SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN 12-FEET 9+50 10+00 11+00 12+00 STR 202 TO STR 226 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 12+50 1 , 4y H a Q CRMC,, W. J..KOTARSKI> Lie. m. 04020495W ;4 Q2-0_7-ZZ,�, rn E N OV � N > E 6E w — a+ W N 3 a"u"Y3 u. o k6 w0 �^ ¢_u00 z M o CZ N N Z Z 3: 0 u oc� o y i N Z mU yL O v U1 N N W Cif a � 00 J ,z 0 0 D 0 Uj W W H Q � Z O DATE in 0210712022 D 0 DRAWN BY R. VAN NIEKER DESIGNED BY . • J. BENKO . CHECKED BY C. KOTARSKI • • SCALE 1 " = 50' CL s L 6 ry� O N W 3 m Y. d e 0 6 o✓ h—! a LL w o cQ CLQaa a LL O c° 3 ° Z � a F� z � O a n d C E Z G a c Ce 03 s S U 10B NO. 46883 N. SHEET NO. C8.1 a a L r L s c� v u, u, � U v U NN m tn p r p6° N v �0°TIYi a Cc 08 NOM°0 W a mN M + ~ - + {- C 0 �. �f �f �T T v z TE T O G - - o ¢ 0. - a g a» > �oz z +�o> 460 NCoHzzz NSF_ E 455 I --- — ..—.--- .-----.�.— - - ` -- -- - -- — I EXISTING j GRADE 450 .---- - - € - - -- -- -- --- - - PROPOSED GRADE I � I 445 I i � l 440 I 245.125. 30' OF 15" E @j0.50°k' . 247: 125.32' OF 15" 'DPE @ 0.50°A 1. l I 435 ` 3 i i 430 9+50. 10+00 STIR 204 - STR 248 HORIZ SCALE. 1"=50' VERT SCALE: 1"=5 75 a ro O po c c� pp _� 800: ES-1 h TO OTM ll1Mo to ova w vZ N�vC) INVIt 460 r- o yZ 0Noz 460 PROPOSED GRADE EXISTING / GRADE 3,5se; 1 �5� t € i E I 425 ( 425 9+50 10+00 11+00 11+38.82 9+50 STR 700 - STR 702 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 C T w o 460 475 It G L O conp� O�� p]MNm +tea r,+to Paz 6"aZ �o> o }' z a M y oj 4, H O o> > cn F z Z 455 470 3 PROPOSED GRADE 450 : 465 445 460 �— -463"_— —.. —401 ;54.42' OF i 37.71' OF HDPE 15" HDPE ; @ 0,50% 440 455 i { II i --..�. 435 450 1. . —._.�.__.._._...—.. .._...— _.._._ ._..._. — 430 445 E1 — - - _ -405 - - -€- 16' OF 36.7 15" HDPE 0.50% fl I i} f0 r 0 o U T C T � a t0<1mN'n p m C6 u° V Un�Dp V' m� o o mo�� 5 u]€... O p0ccfp OIa fD ao p�V pF OZ 0.> w Taz LoWI.- Z — oz_ c ¢�> pr c ~ z 475 470 465 465 ........ .......-- --...... PROPOSEDI - --- - GRADE € 460.._...._.... - -V-50:rl 460 EXISTING GRADE 455--- ---------- 455 r37.36' OF 15" HDP.E 15" HDPE @ 0.59 i @ 0.44% 450 450 44'---------- '-------------------------- ------- ------ ---- —445 f J{ I 440 440 to m b � � n 2 p 0 Co itm p cpp O o2m [p07 60 Co w C) az OT� o> N Q N o z Co<0 > o z 475 475 470.-- _ 470 DE 465 465 STING a601 ADE N. 460 54.4V OF 15" HDPE @ 0.50% 455 --1----------___.__._---------- 455 450 -- - - - - - `------------------- 450 445 I 445 M, r a � 9+50 12 00 9+50 0 STR 500 TO STR 504 PROFILE STR 600 TO STR 602 PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 T 0 cO = m 00 o 00 `v U — M Smv 808: 15" Basin - Circular Grate C to dM �`Occ; C9 STA11+70.81 y4N TOP455.67 mmM� v z z> INV IN 48.48 (809) r D v > INV OUT 448.38 (807) & ¢ a Co I.- z z CoU)oz g09 26.25, 15' 4 10+00 11+ 12+QO 13+QO 14+00 15+00, 16+00 17+00 9+50 10+00 11+00 12+00 STR 800 TO STR 806 PROFILE STR 802 TO STR 810 PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1'=5 VERT SCALE: 1 "=5 0 50 PROFILE SCALE NOTES: • INLET SHAPING (IS-1) IS SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN 12-FEET 12+50 �•f,i.E. 4 Q 1 , 4'iI H 1 Q CRMC,, W. J. X01 ARSKI> Lie. 3.qo. 041020435W m E N 0 N � a > E w E i+ W N 3 a"u"Y3 a tL o w0 �^ ¢LL, u0000 z O rn N N t Z V IO LL u m s > N z mu y� O in N N > Cif a � °0 J �� a 0 D Uj 0 W w � a � Z O DATE Ce 0210712022 D O DRAWN BY R. VAN NIEKER . DESIGNED BY • J. BENKO . CHECKED BY C. KOTARSKI • • SCALE 1 " = 50, • • am L is 5 ` 3 a e 0 iw 6 Q > Wuj ° c 0! 1--•! ¢ LL 0 2: 0 w GL a d a LL c° O � 3 O O n H a C C9 w z r 2 a `c "a x c d a S JOB NO. m 46883 N. SHEET NO. C8.2 a r L STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 200 416.85 426.08' ES-1 for 36 inch Pipe 202 429.07 10.90, MH-2 204 44339 7.85' MH-2 206 458.47 16.30' 24 x 24 inch Rectangular Structure 208 459A 1 7.93' DI-39 6 It Throat 210 459.98 7.54' DI-3136 It Throat 212 461.42 7.83 DI-39 4 It Throat 214 460.51 4.48' DI-38 6 It Throat 216 460,96 4.53' DI-3B 6 It Throat 218 46497 4A4' DI-3B 6 It Throat 220 467,98 4.11' DI-38 4 It Throat 222 459,04 5.20' DI-38 6 It Throat 224 448-20 17.03' Cylinder 226 461 28 14.21' Di-38 6 It Throat 228 460,92 11,19, DI-38 6 It Throat 230 460,50 9.89, 24" Basin - Circular Grate 232 460.32 7.46' DI-3136 It Throat 234 462.36 7.43' DI-38 6 It Throat 236 463.41 7.65' DI-3B 6 It Throat 238 46553 5.19' DI-3B 6 It Throat 240 468.84 4.84' DI-3B 6 It Throat 242 462.73 5.06' 15" Basin - Circular Grate 244 464.06 4.06' 15" Basin - Circular Grate 246 445,15 6.38' 18" Basin - Circular Grate 248 444.00 4.50, 12" Basin - Circular Grate 250 45600 6.67' 24" Basin - Circular Grate 252 462.52 11,68, 24" Basin - Circular Grate 254 461.00 1 7.76' 1 24" Basin - Circular Grate 256 459.54 8,87' 0I-3A 258 456,00 4.56' 12" Basin - Circular Grate STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 414.86 425-37' EW-2 - 48" Pipe - 2:1 Fill Slope 102 418.00 7.82' Cylinder STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 300 414.38 435.03' ES-1 for 18 inch Pipe 302 453.81 14.73' DI-3B 4 It Throat STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 400 460.88 467.64' ES-1 for 18 inch Pipe 402 464.26 4,63' DI-3136 ft Throat 404 466.67 6.20' DI-313 6 It Throat 406 465.26 3.85' DI-3B 6 It Throat STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 500 457.69 ES-1 for 15 inch Pipe 502 462.69 6,67' DI-3C 6 ft Throat 504 462.77 6.05' DI-3B 6 It Throat STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 600 460.88 ES-1 for 15 inch Pipe 602 463.06 3.41' DI-3B 4 It Throat STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 700 441,17 3.67' ES-1 for 18 inch Pipe 702 446.00 4.67' 24" Basin - Circular Grate STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 800 447,67 ES-1 for 18 inch Pipe 802 451.69 5.36' 15" Basin - Circular Grate 804 466.71 9.00, 15" Basin - Circular Grate 806 466.91 4.49' 15" Basin - Circular Grate 808 455.67 7.29' 15" Basin - Circular Grate 810 453.12 4.12' 15" Basin - Circular Grate STORM PIPE TABLE PIPE# DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 48" 102 - 100 410.74 409.53 1.00% 120.62 LF 48 inch RCP STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION 201 36" 202 - 200 418.42 413,60 8.18% 59.01 LF 36" HDPE 203 30" 204 - 202 435.79 419.30 4.19% 393.56 LF 30" HDPE 205 24" 206 - 204 442.34 436.29 15.00% 40.31 LF 24" HOPE 207 24" 208 - 206 451.18 450.71 1.00% 47.25 LF 24" HDPE 209 24" 210 - 208 452.44 451.28 1.00% 116.82 LF 24" HDPE 211 18" 212 - 210 453.76 452A4 1,00% 131.67 LF 18" HDPE 213 18" 214 - 212 456.20 453.86 1.00% 234.12 LF 18" HDPE 215 15" 216 - 214 456.60 456.30 1.18% 25,46 LF 15" HDPE 217 15" 218 - 216 460.80 456.70 2-14% 191.78 LF 15" HDPE 219 15" 220 - 218 464.00 460.70 1.60% 206.10 LF 15" HDPE 221 15" 222 - 206 454.00 453.00 1.88% 53,25 LF 15" HDPE 223 36" 224 - 202 431 A2 418,42 22.28% 58 37 LF 36" HDPE 225 30" 226 - 224 447,07 439.64 9.61 % 77.32 LF 30" HDPE 227 30" 228 - 226 449.90 447.50 2.60% 92.38 LF 30" HDPE 229 24" 230 - 228 450.78 450-00 1.00% 78.07 LF 24" HDPE 231 24" 232 - 230 452.86 450,87 2,63% 75.54 LF 24" HDPE 233 24" 234 - 232 454.93 452.96 1.00% 197.50 LF 24" HDPE 235 18" 236 - 234 455.76 455.03 1.00% 73.19 LF 18" HDPE 237 15" 238 - 236 460.51 455.86 2.69% 172.95 LF 15" HDPE 239 15" 240 - 238 464.17 460.61 2.01% 177.08 LF 15" HDPE 241 15" 242 - 226 457.67 456.08 2-16% 73.51 LF 15" HDPE 243 15" 244 - 242 460.00 457,77 2,00% 111.29 LF 15" HDPE 245 15" 246 - 204 438.77 438,14 0.50% 125.30 LF 15" HDPE 247 15" 248 - 246 439.50 438,87 0.50% 125.32 LF 15" HDPE 249 18" 250 - 224 449.50 432.17 13.45% 128.82 LF 18" HDPE 251 18" 252 - 250 450.96 449.60 1.61 % 84.48 LF 18" HDPE 253 18" 254 - 252 453.37 451,06 2,00% 115.28 LF 18" HDPE 255 15" 256 - 250 450.77 450.35 1.00% 42.08 LF 15" HDPE 257 15" 258 - 256 451.44 450.87 1.00% 56.92 LF 15" HDPE STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 301 15" 302-300 439.24 413.00 15.00% 174.94 LF 18" HDPE STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 401 15" 402 - 400 459.76 459.50 0.69% 37.71 LF 15" HDPE 403 15" 404 - 402 460.63 459.86 0,50% 154.42 LF 15" HDPE 405 15" 406 - 404 461.41 460.73 0.50% 136.76 LF 15' HDPE STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION 501 15" 502 - 500 456.19 456.03 0.44% 37.36 LF 15" HDPE 503 15" 504 - 502 456.89 456.29 0.59% 100.46 LF 15" HDPE STORM PIPE TABLE PIPE# DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 601 15" 602 - 600 459.77 459.50 0.50% 54.40 LF 15" HDPE STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 701 18" 702 - 700 441.50 439.50 5.66% 35.36 LF 18" HDPE STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION 801 18" 802 - 800 446.33 446.00 2.00% 16.38 LF 18" HDPE 803 15" 804 - 802 457,71 446.43 3.58% 315.20 LF 15" HDPE 805 15" 1 806 - 804 462.42 459,15 1,00% 327,05 LF 15" HDPE 807 15" 808 - 802 448.38 446.43 1.14% 170.81 LF 15" HDPE 809 15" 810 - 808 449.00 448.48 2.00% 26.25 LF 15" HDPE SANITARY STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX1 371.38 9,94' Cylinder 1 368.22 4.55' Cylinder 2 377.92 10.04' Cylinder 3 394.04 19.58' Cylinder 4 429.13 16.81' Cylinder 5 447.99 16.33' Cylinder 6 45749 16-00' Cylinder 7 460.89 18.77' Cylinder 8 464.50 21.34' Cylinder 9 463.19 18-96' Cylinder 10 465.73 20.33' Cylinder 11 468.16 21.54' Cylinder 12 463.63 15.77' Cylinder 13 456,61 7.03' Cylinder I 14 455.82 4.69' Cylinder 18 450,41 8.11' I Cylinder 19 454.58 11.42' Cylinder 20 458.67 11.18' Cylinder 24 450.76 7,06' Cylinder I 25 449.23 4.19' Cylinder 29 461.08 6.52' Cylinder SANITARY PIPE TABLE PIPE NAME SIZE LENGTH SLOPE BEARING 14-13 8" 60,15 LF 2.23% N4° 43' 43"W 13-12 8" 312.36 LF 0.50% N25° 02' 05"W 11-10 8" 209.60 LF 0,50% S660 25' 59"W 9-8 8" 174.09 LF 0.50% N23Q 34' 01"W 8-7 8" 167.78 LF 0.50% S66° 25' 59"W 7-6 8" 85,10 LF 0.50% N49` 53' 24"W 6-5 8" 88-52 LF 0.50% S660 34' 53"W 5-4 8" 301.95 LF 6.23% S669 11' 13"W 4-3 8" 212,22 LF 11.00% S35° 56' 41"W 3-2 12" 219.39 LF 0.50% S186 43' 55"W 2-1 8" 26T94 LF 1.49% S270 58' 58"E 1-EX1 8" 31.04 LF 7.27% S45` 13' 57"W 29-9 8" 179.62 LF 0,73% N23° 34' 01 "W 25-24 8" 229.66 LF 0.50% N230 34' 56"W 20-19 8" 285.51 LF 0.50% S669 25' 59"W 19-18 8" 131.76 LF 0,50% S65° 33' 48"W 18-6 8" 103-93 LF 0,56% S35° 55' 26"W 24-5 8" 264.67 LF 0,99% N230 34' 56"W 10-9 8" 209.60 LF 0.50% S669 25' 59"W 12-11 8" 199.65 LF 0.509% N23° 34' 01"W 300: ES-1 for 18 inch Pipe 302: DI-3B 4 It Throat STA 10+00.00 STA 11+74.94 TOP 414.38 TOP 453.81 460 INV IN 413.00 (301) INV OUT 43924 (301) 460 455 455 EXISTING GRADE 450 450 .. - _ 445 445 PROPOSED GRADE 440 440 SL-1 435 435 430 430 425 0 O o 425 1� (ei 420__._._._....--- ----- - ..... ., - - .....- ....- .__. ....... 420 415 415 410 410 9+50 10+00 11+00 12+00 13+00 STR 300 - STR 302 HORIZ SCALE: i"=50' VERT SCALE: 1"=5 7 0 I� 0 50 PROFILE SCALE NOTES: • INLET SHAPING (IS-1) IS SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN 12-FEET t,JCRA'ICs'`N.7.I.tJf. Rti[ I> Lic- No. 0=i024'E8�0 z 0 a L) U LU w Z 0 LLI Cif DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY 1. DENKO CHECKED BY C. KOTARSKI SCALE 1 " = 50' JOB NO. 46883 SHEET NO. C8.3 L 19+00 20+00 21+00 22+00 4RCi 23+00 23+50 4fl 5 EXISTING GRADE PROPOSED: > > 460 GRADE -- 460 455 455 .......................... ....._.._..-- ...... . 2.6' \ 15' 6" CLASS 52 DUCTILE ❑ STORM IRON WATERLINE 0 z Lu 00 Lu CROSSING W O ❑ Lu UZCA Z 0� Z a z W a _.---.--- ..__._____---------_._______..___. _.___....... .---..___ __.___ _ _..., 0.�. 44. O � Lu Lu iI. (7 U ? 2 m s Z Q Z ~ O 7 Z z W W 4P W CL W �ti.. CO X 0 ¢ Lo a `° W O 0 o 440 v axo v W 440 V, In nF to h h H h H V V C V V C Q 32+00 9+50 10+00 11+00 12+00 13+00 WATERLINE 2-P.R.-O.-FILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 0 50 PROFILE SCALE Q CRMC,, W J. IMP ARSKI> Lac.'mo. W020485W ,.�, 02-0�-22� m E Q � o N � N � > E w a E w ¢ L6 3 w O rn 2 O N n- V z r :�) V Q W � Q � LL ❑ 2 c N Z V ¢ O c ^ U1 $ �v > Lu N M 0 J ui af Z) O S S w W W W x a U ❑ ¢ Z O n DATE 0210712022 0 DRAWN BY R. VAN NIEKER . DESIGNED By • J. DENKO • CHECKED BY C. KOTARSKI • . SCALE 0 • • 99 ¢ V} > W zwJ LL Q w m a CL O a � z J i..i� d F- 7 0 JOB NO, 46883 SHEET NO. c9.0 NOR WI I IN 9+50 10+00 11+00 12+00 13+00 14+00 -r%IA/P9r1 rVdn Trl A Mr1/Ar-11 r - 9+50 10+00 11+00 12+00 13+00 SSWR 5 TO 25 PROFILE HORIZ SCALE: V=50' VERT SCALE: 1 "=5 f i 3 ' $ STA 22+06.15 7 TOP 460 89 ..... �.._.... _.............. _ ..._._......Y_... -� ENV IN'442:35 (8-7) INV OUT 442.15 (7-6) I STA 21+2 .05 6 TOP 457.49 INV IN 441.72 (7-6) INV IN 441.72 (18-6) . _..- ... _............ ... INV OUT 441.52 (6-5) PROPOSED GRADE---_. TOP1447.99 5 INV IN 441.g8 (6-5) INV IN 441.08 (24-5) I i 15" STORM CROSSING 0 50 PROFILE SCALE 87 i _'_ 7 6 16778' OF 440 6-5 'OF 8' Ducti 4,40 _... .... ................... T _ ------- - .... —_ .. _ --- 88- --- 8" DucOtiie i — @ ,50%�n - - .. 8 Ductile Iron ion @a @ a • I / � i t s j : ' 435 • s 3 435_ _ STj358 , s T INV IN 4 EXISTING /( J GRADE INV OUT4 430 - ......_ 430 s i • i i 1 l i 425 \ — .......__ .--... 4 425 s 420 n�y 5 1 420 V fi ..... ... .. fi ' ... .. ]s i 5 I F 5 1 5 5 ' I j t 5 % 1 t I 415 .. i ; 5 _ i 5 i 415 ��..... .. ..... ......... .._...... ..------- , .. .... - -------- 3 — — -- - ---- — ------ — ----- ------. - — 5 j S : r i ? • { 410 i s 5 2 410 ......._ , — ...... ' .....� _...... � __ 1 5 I j 1 5 j 5 5 S £ £ 3 405405 j • $ � S 1 }1F % I ...—. .... ___ - I........- - - -._...——.. _ — .............- I --......_ ' t t j z 5 z 3 5 I 5 40 01° L... : 40a _ �e �� u� _ ____. .._—_ — — ...—_ _.__—_.— _—, - -- - - -- —..... 5 5 5 3 S € S F ? S I t 5 I I 5 I 395 € 5 395 _I , 390 _ 3 . a ...._........ ........__ .. .. ........ —- ... ..._........ F ...... .... 390 } i 14+00 15+00 15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SSWR 4 TO 7 PROFILE HORIZ SCALE: V=50' VERT SCALE: 1 "=5 23+50 k h tii�45��a+--x �d• g U C%,UG VV J. KC)TARS ICI Lic. No. 040204850" ,-�, 02-0-7-22,,,:-, M E 0 0 � v N ✓i N C Q D E ° E W � M Y 4. aW,um z H — u O O a IV d h N v � W N M �0 x V) ,f w Ln =u > O Ul N vm W � a v W J d W V) w D 0 D 0 a cu w ui I- = Q u a Q 0 0 0 0 DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED BY 1. DENKO CHECKED BY =. KOTARSKI SCALE 1 " = 50' am 0 ce �. Q V / W zuw I^ Q LL O w 0 m Gco 0L 13. Q � F/�, — LL 0 ° �- 1--1 Z J c o I-- 0 JOB NO. 46883 SHEET NO. C9.9 L i I f I I � ' STA 31+66.87 TOP 463.63 12 INV IN 448.05 (13-12) INV OUT 447.85 (12-11) — ......................; i i i i i i i I i .........._....._..._.�_ ._... ._....... ` I I i i Y � 12-11 11 10 i 199.66 OF 445.--. __..—... _ _..._._....... _.. _ . ��— i --de.lcnL 209 D Ductile Iron 0.50 % . 209,6U OF a I 9 8 I 174.09' OF 8" Ductile Iron ; Q 8" Ductile Iron @ O,SOD/D aao g o.5 % _ .___---. ^.._....-........__......... ...._ .. --... __. _ _a ..... 1 I ! I I I I a� 435 ..... --........ ._,......._w ,_�...........---- ...._— w.! _ __... _ — _ -- —` -- •--I I I I I 434 401 alI�lIIII11I al 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 SSWR 6 TO 20 PROFILE HORIZ SCALE: 1"=50' V ERT SCALE: 1 "=5 0 50 PROFILE SCALE 470 32+00 33+00 34+00 35+00 STA 25+48.02 9 TOP 463.19 INV IN 444.36 (10-9) STA 25+48.02 INV IN 453.26 (29-9) I TOP 461.08 INV OUT 444.26 (9-8) INV OUT 454.56 475 4 EXISTING s GRADE i � ? i 470__... ...........-- . c.._.......... _........_ 4 I \ ? i \ i i \ � I \ I 465__.............. ---- -\ ............... - a PROPOSEDi ! GRADE s i I 460 6" WATERMAiIN _ 4 ......._ _ _ .._ .... CROSSING i 18" ST6RM I CROSSING 455 i 4 29-9 j 179.62' OF i 8" PVp i @ 0.71% a _..— - .— i I 9+50 10+00 11+00 12+00 SSWR 9 TO 29 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 75 a U C AIG ar. J. KOTARS CCI a Lie. Rya. 0402048507 m E N u N � Q D w vE lu 4 , LL +` 3 a mgw0m`^ ¢luomo z w — ui OCL a oN CL Z V r u a U aw Q�Q Ln i N z TU> O ON H u'i N Lu v M � d � 0 im O L7 ce r a u w w u a a z a tn DATE 0210712022 O DRAWN BY R. VAN NIEKER DESIGNED BY • • J. DENKO • CHECKED BY C. KOTARSKI • SCALE • 1 " = 50' 0 • Q U) 7 W Z W J H < V- w O Om� Q LL u_ O O O 7 JOB NO. 46883 SHEET NO. C9.2 c 5 d a' is 75 ro t c ` ' , /,ll �; n�50*Y V 1?+ ti 00 1?+50 5 E E T'T I —I TT- f i T I —I T I- E -1 T 1-1 7 1- � El 41-- d 41 4° 0' 9+50 10+00 11+00 12+00 13+00 STOPPING SIGHT DISTANCE PROFILE (LEFT HORIZ SCALE: 1"=50' VERT SCALE: V=5 14+00 14+50 uluv HEIGHT OF OBJECT = 10+00 11+00 12+00 13+00 14+00 STOPPING SIGHT DISTANCE PROFILE (RIGHT) HORIZ SCALE: 1 '1 VERT SCALE: 1'1 SCALE 1 "=50' 0 50, 100, 14+50 E 0 } - 0 50 PROFILE SCALE G3? e sCs a1! ph 7. i mRmu Lic. ;i�a. 0=i02 0485:1; vi cc D 0 U D F W w L) u ¢ 0 0 7 K 0 r z d u U LU w 0 z 0 w Cif DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY 1. DENKO CHECKED BY C. KOTARSKI SCALE 1"=50' LU J_ LL zaa H < W QWv mz �aQ O U U) a Q I..V E— �Vn V J L JOB NO. 46883 SHEET NO. C10.0