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SDP201900023 Plan - Approved Initial Site Plan 2019-07-12
UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL SITE DATA: TAX MAP PARCEL: 03200-00-00-01800 & 03200-00-00-018BO PARCEL AREA: 25.92 AC LIMITS OF DISTURBANCE: 6.40 ACRES ZONING: PD-IP (Cat. I or II) OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC). SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT: PAUL HUBER, L.S. PAUL.HUBER@TI MMONS.COM SURVEY CONDUCTED: MARCH 2O19 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: LOOP ROAD: 10 FT MINIMUM 30 FT MAXIMUM SIDE & REAR: 20 FT PROVIDED BUILDING SETBACKS: LOOP ROAD: 20.57 FT SIDE & REAR: 88.77 FT (SIDE), 206.81(REAR) BUILDING HEIGHT: 32' (MAX) 16' (AVERAGE) BUILDING SQUARE FOOTAGE: 71,848 SF PROPOSED USE: MEDICAL REHABILITATION FACILITY TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3.51 ACRES KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION. WETLAND IMPACTS: WETLAND IMPACTS TO BE PERMITTED BY LAND OWNER UTILITIES: ACSA DRAINAGE DISTRICT: NORTH FORK RIVANNA RIVER PARKING REQUIRED (PER HOSPITAL): (70+10 FUTURE) BEDS = 2 SPACE/BED = 160 SPACES 20% OF SPACES TO BE ADA ACCESSIBLE = 32 SPACES TOTAL SPACES REQUIRED = 160 TOTAL PARKING PROVIDED: 128 REGUALR SPACES 32 ADA ACCESSIBLE 00 VAN) E N TOTAL PROVIDED SPACES = 160 SPACES aD SPECIAL FLOOD HAZARD AREA INFORMATION: i SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) - YES [ ] NO [ X ] o TRIP GENERATION INFORMATION: 80-BED HOSPITAL USING ITE LAND USE CODE 610, ITE TRIP GENERATION MANUAL 10TH EDITION LO D DAILY TRIPS: 1,786 o AM PEAK HOURS: 147 TRIPS (106 ENTER, 41 EXIT) i PM PEAK HOURS: 151 TRIPS (42 ENTER, 109 EXIT) 0L INITIAL SITE PLAN SUBMISSION COUNTY OF ALBEMARLE, VIRGINIA 5/6/2019 �e CAMELO 1� LAKE ACRES Bi MCMUkUU FOXTROT ONE a HANGARS CONDOSF� NORTHSIDE Charlottesville INDUSTRIAL PARK Albemarle PINERIL Airport SITE LOCATION AIRPORT ACRES U505 DEERINQOD 447 29 )85 ® TE 8 T;I•r7�t � ,. �� , . FOREST RIDGE JEFFERSa VICINITY MAP 1"=2000' DEVELOPER: ENCOMPASS HEALTH 3600 GRANDVIEW PARKWAY, SUITE 200 BIRMINGHAM, AL 35243 CONTACT: ELIZABETH MANN TELEPHONE: (205) 970-7850 OWNER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE,VA 22904 CONTACT: TODD MARSHALL TELEPHONE: (434) 924-2569 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE,VA 22903 CONTACT: JOHN HASH, P.E. TELEPHONE: (434) 327-1691 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 OVERALL PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING SHOT SPOTS PLAN C5.3 GRADING SHOT SPO FS PLAN L1.0 OVERALL LANDSCAPE PLAN L2.0 LANDSCAPE PLAN L2.1 LANDSCAPE PLAN L3.0 LANDSCAPE NOTES AND DETAILS •1/1.Trl. Ake- -fir All f� # OF SHEETS =27 Reviewed ind.{pproved by the Con -imp i ev ioptient Department Date�/G�oIG_ File# L) IL--w Signature SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE be. No. 31371 5-6 -IG iy10kTA t _ Vy M E O O O� U N � N � Q O > E W E FU�1 (U 3 Q tO U.LUC Uj t M ,J U 00 LU M '7 O N C7W N� (n = C N = C7 > Q Ln . C Ln O N En M Co J O W %D F- O a_ U W 0 z O W W Q 0 DATE 5/6/2019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. Q ,CL V J O .J� z O H Q F--I Q � Z W p W ce U w 0 U 1 W ..I m J Q TW i V) W Q O U z W D JOB NO. 43266 SHEET NO. C0.0 LEGEND ROADS SEWER TRAFFIC STOP BAR ' : ) -- s -(S EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. @--SAN-0 -- S@ PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER DRY CURB & GUTTER w EXISTING WATER LINE PROPOSED PAVEMENT 6' W PROPOSED WATER ILINE - PAVED DITCH ------8 6- W PROPOSED VALVE - JUTE MESH DITCH -----11:1 6- Wy PROPOSED TAPPING SLEEVE --- CENTERLINE OF DITCH L PROPOSED FIRE HYDRANT (COMPLETE) BENCH MARK GRADING s CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN TC =TOP OF CURB BC = BACK OF CURB - - 200 - - - EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 PROPOSED CONTOUR BIN = 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 10 PARKING COUNT PRESERVED AND MANAGED 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 CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL. BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WALL BE REQUIRED ON ALL UNITS. 10, ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 31,000 PSI), UNLESS OTHERWISE NOTED. 11, ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12, DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING ANID/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD (CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17, VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19, THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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 (HORIZONT,AL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 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 1N CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.11.28. 13. ALL INERT MATERIALS SHALL BE 'TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVI TTY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00AIM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TIO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURIES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/I OOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) Albemarle County Engineering Final Plan General Notes Pagel of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction witlhin any existing public right-of-way, including connection to any existing road, a permit stiall 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 shal I 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:verticaI). Where reasonably obtainable, lesser slopes of 3: 1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). TH op� Z r-q Lie. No. 31371 off, SSIONAL wOr M E O O N U N � ¢ o > E w °' E :C h U w 3 LL LM0 r`o� elf L_jjJ1,21 w M -� d En N N to Uj N M �o X 0�Q �w U > � ZE ZE ¢ C ui o% j N >ll M 00 J k� U) O 0 O 0 w _w U Z O 0 r X", Z O U M w 0 Z O U) w iy U DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. Sal o T 0 I---1 m y 7 FM-t m a W Q _ 6 L Z Lij O W L = U . 06 o r J Q M 3 �.�. 2: W J Li co F- 2af o� er Q ® 0z mo W 'n og C - T f- � o c O N a 0 c � 3 Z y �F n PX o w O_ n I _ a� : 32 N LU C m O O U L 3 m N C U)U O O C U O O 6 � C -- a m o JOB NO. _ o m U 43266 O O SHEET NO. n o C1.0 a)° m .� r CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: CC-12 HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) A 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD •5 DOWELS. 8" LONG PERMISSIBLE BE SUMMARIZED FOR EACH CURB CUT RAMP. AT 12" C-C CONSTRUCTION 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR 5'MIN. JOINT DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. \], 3. SLOPING SIDES OF CURB RAIAP MAY BE POURED MONOLITHICALLY WITH RAMP 4' \ FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO `[ THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:7 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A X " PLACED 1'CENTER TO CENTER ALONG 122:1-MAX ar g 12:1 MAX z 3 ;r, +� { ,'`.•,ITI- RAMP (SEE TABLE) RAMP (SEE TABLE) J 5. REQUIRED BARS ARE TO BE NO. S B BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR A CONCRETE COVER 111/2". TRUNCATED DOMES 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS �T,\< 5•MIN SEE SHEET 1 OF 5 FOR DETAILS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'-0" MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED r r\ y'� 12 SHAPE TO MATCH FACE BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX '�- OF ROADWAY CURB AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY BACK OF CURB 48 : 1 MAX. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED. 20:1 OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AND NOT TYPE B 48 :1 MAX. AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. SHOULD BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES. FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL MIN. ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED '( �r a r 2' SECTION A -A AND USED BY PEDESTRIANS. r, \11 r r r 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT \ ,� , ' 1V THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND >C THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12-1 MAXy� PERPENDICULAR TO THE CURB. g•MAIN ** 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNO7 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4• MIN TRAFFIC. REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY - AT X , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT,`t'..Y. ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'. 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME in� 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C 13 CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 1 O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH L_ O O O O O O O O O O O O g THE BACK OF CURB. O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o LANDING RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50/.-65'!. OF RASE DIAMETER - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �r� TOP OIAM TE DETECTABLE WARNING AT BACK OF CURB I I 0.9"-1.4" I VARIABLE FULL WIDTH Of RAMP FLOOR I SEE NOTE 12. r"- BASE1 DIAMETER f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL lVDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATIOT ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 �L �5' MIN 1 44' MIN a ❑ (r-a a 3�TI TL I NaiY� ��1 N 1 ��- �11i439#.W�1, WITH BUFFER STRIP WITHOUT BUFFER STRIP SECTION B-B t\ I -� 11o•si �- TT Tj II II A2. CRQsswALK �0* A 4' SQUARE LANDING 4% 0/ DDT SIDE OFiRAV£L'MAY NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 5. CROSSWALK CURB f. 1' • i N SHALL BE PROVIDED FOE PERPENDICULAR CROSSW WITHIN THE MARKED CROSSWALK AREA THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPICAL PLACEMENT AT INTERSECTION f CURB 4'BUFFER STRIP 5'SIDEWALK TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 5 10 15 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 1 07/16 BOLLARD DETAIL No Scale WITHIN CROSSWALK LANDuc 4a:1MAX. DIAGONAL PLACEMENT SLOPE LANOING 48:1 MAX. LANDING 48:1 MAX. + SLOPE SLOPE CURB CURB w 1 CROSSWALK YT =1 OR x = (1 � CRASS CURB Il II CURB WITH BUFFER STRIP CONCRETE U n WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 4" DIAMETER STEEL ' PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW 4' PAVEMENT 4.. :4 --2'-0" DIAMETER CONC. FOOTING 3.5' I 4f I< EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) ____ 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale SIGN AND POST DETAIL No Scale SIGN STD. U POST GALVANIZED POST TO BE DRIVEN �r•�en;�r1;� VDOT STANDARD CG-2 CURB No Scale 4 ° a ° a ° ° aa.. °,5d R=2" VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB CONIC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE a a a a a d A ° �•,,,•� jam•.,,, Ili• •���l�i.:��i• � •�i��•''•1. • i i N 2" ASPHALT SURFACE COURSE :oo o �� 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH r 4 .3 VARIABLE WIDTH' MAX. CROSS SLOPE 2% CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) O � 0 PAINTED PER 2% MAX. 18' -4„ VDOT j SPEC. 8' 5' 8' 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES kL PARKING SPACE DETAILS No Scale `FACE OF CURB 4" PAINTED STRIPE (TYPICAL) 9' REGULAR SPACE PBrAI.TY�C ��yyyy�MALTY TOWAWAY ZOPE TOWAWAYZO* VAN 6ABOVE ACCESS E 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale 4 WAIMMAWi�(i� COMPACTED SUBGRADE -- DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 114" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 2" d : I 7" 4,000 PSI AIR ENTRAINED PORTLAND a 4: 4 CEMENT CONCRETE 6" TYPE 21-B STONE COVER COMPACTED SUBGRADE (CBR 11.2) 4" 3,000 PSI AIR -ENTRAINED - CONCRETE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER HIEAVY DUTY CONCRETE SECTION No Scale DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. ANCHOR WITH 5/a' REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP 7-1/2" PRECAST CONCRETE WHEEL STOP No Scale H 0.5' FROM P OF FACE OF CURB FLUSH CURB No Scale VDOT A-3 CONCRETE \11JiY 111YL.JL� 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 1 Or 7 Lic. No. 31371 >� klsSIONAL d11 M E O 0 U N � N E w N E 47 H U aNi Q LL O 0 U. (L6 13�LLJ �M ¢ J U CO d •.t - In w 1-1 01 W N N L9 �O=3/x U) Q) LL_ Q 7 "t C V > l�7 I- Q E: In 4.1 0-.O N vM a d- 00 J ED I- z _O a u M L.L.I in O 1-1 (n w w Q 0 DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. _.l F-1 r� Vl _ Z z Q F--1 F-! V) Q z =,i, W 1.�..� Q r CZ u W 06 J Q wW J Q O w z M IV) VJ cL G O U z W D JOB NO. 43266 SHEET NO. C1.1 va 30 U z ;0 T F A Q 7 � U) a U) C L c0i C ea) 9 3 i N 5� 5 a -o o� E_ aL- o '3 a0) 1DC � m U to X � � o w U L 0 2 'L� m_ 1; 2 v o � �m �Z �U 0 C /n In 0 � U L ,n C 0 (0 U a0 rn t�2 (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) 18" MIN WIDTH GUIDELINE SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE, FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. 8" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES ARIABLE - TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR CCORD0° TO ACCORDING TO PLANS GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS, SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS y (6" MIN BASED ON WATERTIGHTJOINT 1 MANUFACTURING REQ.) (CORRUGATED HDPE SHOWN) \> ` 4" MIN V I (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4'- 12'FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX SCH 40) PVC C900/C905 CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1299CGP 7001-110-202 STANDARD MEETS H-20 1299GGS 7001-110.203 SOLID COVER MEETS H-20 1299GGC 7001-110-204 PEDESTRIAN BRONZE NIA 1299CGPB 7001-110-205 DOME NfA 1299CGD 7001-110-206 DROP INGRATE I UG14T DUTY 1201DI 1 7001-110-021 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY E8C MATERIAL 3130 VERONA AVE 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 50 05 HYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESS1014 OF THIS PRINT DOES NOT CONFER, DATE 03-29-06 PHN (770) 932.2443 RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-1 10-W5 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR NyI® e'�St FAX (770) 932-2490 TECHNICAL IN=ORMATION SHOWN HEREIN RENSED BY NMH PROJECT NO.MAME Www nytoplast us.col 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY 94FORMATION TITLE ASTM 03212 FOR CORRUGATED HOPE (ADS N-12MANCOR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03 71-16 N-12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 • ADAPTERS CAN BE MOUNTED ON A14Y ANGLE V TO 360°. TO DETERIA114E MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ANGLE BETWEEN ADAPTERS SEE DRAWING N0. 7001-110-012. PERMISSION FROM NYLOPLAST. ©2013 MOPLAST DWG SIZE A I SCALE 1:20 SHEET 1 OF 1 DWG ND. 7001.110189 REV E NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (MIN. MANUFACTURING REO. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" -18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT J (CORRUGATED HDPE SHOWN) - / \ 18' MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR VARIABLE 0'-360' GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ACCORDING TO DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, PLANS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON 4"MIN I MANUFACTURING REO.) 0 MLLI mmolimmmE /////.m�I ■1 0J r•Ilrwvvvn■���t^J SPECIFICATION REFERENCE 302 B-1, B-2 i iiiii%iiii 1MlI Mil MllMlln • • C i ■ FLAT SLLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY BY SUBSTITfUTED FOR TAPERED SECTION! WHEN APPROVED BY THE ENGINEER. 45° HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: L QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0,785 3.009 11 1.9 0.970 3.455 12 2.21 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 1 0.45 - 0.582 MANHOLE FOR 12" - 4�8" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION w.I 1 i STEPS ((AS REQ'D.) 1 I Li- .• A- 1. .±. r 3 T__l D I, ICE B-1 MONOLITHIC NOTES: EEP HOLE (AS REQ'D.) T I�w 0 z7d' J� .I L 6" x 6" - WI5.5 x W5.5 WELDED WIRE FABRIC: OR EQUIVALENT AREA 7 2" id a FOOTING - _ .` 1 D+8"+2X _I B2 DOGHOUSE WITH FOOTING 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. 3. CONCRETE SHALL BE 4000 PSI. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER 4, WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR iNEATLY CUT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM 02321. THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8"' LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. PLACED &COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 5, DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTIURER. 6. "D" IS NOMINAL DIAMETER GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 STANDARD MEETS H-20 1899CGS 7001-110-213 SOLID COVER MEETSH-20 1899CGC 7001-110.214 DOME NIA 1899CGD 7001-110-215 DROP IN GRATE LIGHT DUN 1801DI 7001-110-074 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM iOF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. B. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR BUTYL RUBBER. 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER AS I M A536 GRADE 70-50-05. 2 - SHALL BE DUCTILE IRON PER A536 GRADEG 5. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE DRAIN B TUREASTM 3 - DRAIN BASIN BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. TOP NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 E RISERS ARE NEEDED FOR BASINS OVER 84° DUE TO SHIPPING RESTRICTIONS. OR POSSESSION OF THIS PR114T DOES NOT CONFER, DA'7E 04.03-06 PHN (770) 932.2443 SEE DRAWING N0.7001-110-065. TRANSFER. OR LICENSE THE USE OF THE DESIGN OR 7� { FAX 770 932-2490 69��6 ( 1 REVISED BY NMH PROJECT NO.MAME xvc) T 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL IN=ORMATION SHOWN HEREIN 1 !S l ®�N7 a www.nyloplast•us.com TITLE ASTM D3212 FOR CORRUGATED HOPE (ADS N-12IHANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION ROAD AND BRIDGE STANDARDS 14.12 HP, & PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03 14.16 SHEET 1 OF 1 REVISION DATE 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360'. TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02013 rmOPUST 103.11 DWG SIZE A SCALE 1:30 SHEET 1 OF l DWG NO, 7001.110.191 REV E !7 0 m A N 1� "r N m -- 9V „ 2'-7„ 9V „ 4'-2" Of AAI (GRATE REMOVED) DIMENSIONS FOR CAST IRON ONLI DETAIL A 4'-2" OBTAIN TRUE QUANTITIES. t 2. A BASE THICKNESS OF 9" WAS USED IN a a 1La. (L A COMPUTING CONCRETE QUANTITIES. _ _ _ - p D COLLAR 3.INCREMENTS TO BE ADDED FOR EACH 3:z c1 p m N , ADDITIONAL FOOT OF DEPTH. z z 12" 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. i %2 SECTION CAST IRON -►}-�- V2 SECTION STEEL NOTES 2'-7" BE LUGS WITH CAST WITH P 31 L 2V2" x 2V2' x VS' 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR , 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10* USE STANDARD DI-1A B B q 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I WILL BE MEASURED FROM THE INVERT OF CAST 1 GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE r` IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING OPTIONAL a 66 ± 1 WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 1 INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE LUGS CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE 1 WITH STANDARD IS-1. THE COST OF I-T AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE -FURNISHING IN THE BID PRICE FOR THE 1 1 „ V2"x1V2 x4'J 1 11 I V2"x4 STRUCTINCLUDEURE. LUGS STUD SHEAR 1L 2"� 91 CONNECTORS 4• THE EVENT THE INVERT THE O AN OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A-.-( . BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL 1/ " AND PLACING ALL MATERIALS INCIDENTAL MIN RASED UTTERING TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0' OR GREATER. FOR DETAILS SEE STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST- -.Ic1 IN -PLACE. HARDWARE CLOTH 2,_61 1'-3" �I SEE DETAIL B 7• #k4 X 811 SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT -4" DEPTH PENT 78OR #8 x fi' WIDTHMEMO � SETTLEMENT. IN �NEU OF DOWELS SETTLEMENT. A 2"X4" NOTCH MAY BE PROVIDED. N w SEE STANDARD T-DI-3, 4 FOR 3" DIAMETER WEEP HOLE SEE NOTE 8 HOEHN S. ALTERNATE DESIGN. 3" DIAMETER WEEP HOLE W T 12"X12" �%' PLASTIC HARDWARE CLOTH MESH OR GALVANIZED STEEL WIRE MINIMUM t" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH IMBUE HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE • 5. IF BLOCKS ARE USED THE MINIMUM p o A ,9. CAST IN PLACE CONCRETE IS TO BE THICKNESS OF SAME IS TO BE 5". a CLASS A3 (3000 PSI), PRECAST OTHER THICKNESSES ARE TO CONFORM p p p p WHEME TO WALL THICKNESS SHOWN FOR ot.'. f.+. -.... m'.f.,•1... nn '' CONCRETE IS TO BE 4000 PSI. CONCRETE. SECTION A -A 1t/21 II II _� 2+�-�. 10. ANY ALTERNATE METHODS OF ANCHORAGE 6, ALL CONCRETE TO BE CLASS Al SEE DETAIL B I' ' I 'i1�t Ii` MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON 7. WHEN SPECIFIED ON PLANS THE LUGS AS SHOWN HEREON. fffflifffffffAPPROXIMATE WEIGHT INVERT IS TO BE SHAPED IN 1211 CONCRETE PIPE - 1.440 CU. YD. CONCRETE ACCORDANCE WITH STANDARD IS-1. 1511 CONCRETE PIPE - 1,528 CU, YD, CONCRETE 11/" �4„ CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY THE COST OF FURNISHING AND PLACING 1811 CONCRETE PIPE - 1.620 CU. YD. CONCRETE GRATE 363 ± 18 LBS LETTERING IS REQUIRED ALL DIM ALL MATERIALS INCIDENTAL TO THE 241 CONCRETE PIPE - 1,817 CU, YD. CONCRETE GRATES. LOCATION OF LETTERING MAY SHAPING IS TO BE INCLUDED IN THE BID SECTION C-C SECTION D-D VARY BY MANUFACTURER. PRICE FOR THE STRUCTURE. ADD 0.469 CU. YD. PER ADDITIONAL FOOT OF DEPTH. GRATE DETAIL XVD= \VC)E 7" SPECIFICATION ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REFERENCE REVISION DATE I SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE 1211 - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 IF 108.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-3A, 38, 3C EXPANSION KEYED CYD.lJtlnA1 Inlay 3.-3l3.. , FOR DETAILS OF INLET Y JOINT COAST. BARS 1• APPROA (S REQ'D.) ALTERNATE JOINT DETAIL DIMENSIONS D X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM si 36" 4„ " 18" 2111 48" 5" 611 24„ 27" 6011 5" 8" 3611 421' 72" 611 8" 48" 54" 8411 711 8" 60" 661' 961, 8" 811 661 7 DEPTH "H" OF 3611 DIAMETER BASE UNIT RESTRICTED TO 4'-0" MAXIMUM, *ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND ONE PIPE EXITING STRUCTURE) STANDARD) PRECAST BASE UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 302 h n L`-BAR F SARS D [--A FRAME & COVER BACK OF SIDEWALK JOINT CGUTTER SEE STANDARD IC-2. �r i MBAR G\\\F' WARP Iwwwwwwwwwwww�rwwwwwwwwww■ � • Irlwrr�rrlrrwwlr•rr��rrr•rrrrrr�rwn•w�rr Il•�1.1)�it�i•1•litr��i•i•i•�1.1•�>•i•�� � - rww�nwwww�l�•rw�wwwwww�wwrrl talasr�r i 1 I- ----- ----------------- B S G I i BARS F BARS E L� B N 8k3" DIAMETER BARS E I WEEP HOLE 60 BARS B FRONT ELEVATION BARS F - - - - (GUTTER REMOVED) SX1/4" BENT PLATE = SECTION B-B R •• N TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L2V2"X2'/2"x1/4" ! GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG 2 & CG-6 STANDARDS. TYPE A TYPE B 1/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR.PAVEMENT 41 DI-3A I I DI-36 L DI-3C L WARPED PAVEMENT -- - FLOW = - - - _- FLOW I FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL `VDOT STANDARD CURB DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET I OF 2 REVISION DATE 1211 - 30" PIPE: MAXIMUM DEPTH (H) 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TH 0p„ Lie. Ro. 31371 A� 5-6_I� 1 M E c) N OV N N > E W E 7 � Q LL o aL uw 0 �6 Q J U 00 a -� -- Ln W Ql d > O N N 'I U W a)M �O �x Ln OG a) tL Q � c m: > Ln H Q cm rn NN N M a- zr OD -J %DD F- VK 67/!2/1 W Q DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. 1�1.. V / 0 0u f--i co F-1 Z W Lij O a U O6 W J rr ^^ Tz Q L'l w W ■�! m �'- ,� Q o W raw rV�l U CL 0`) V UJI r< f JOB NO. 43266 r`s SHEET NO. C1,2 ya �0 6 of D UI R Z D0 E� C - O 6 C C N Ia to L Cc 7 c n3 5a za > x o .LJ C O CDO 2 0 3 c rn m c co � rn X C U O N V ,C-. 2 m to B OC O C O C U N a m m U O C rn � o O U C to O C to 0 C 0 f6 O n .. m� 'o L 1 m -o c a1 E m a a 0 1p rn 0 N m c 0 6 a 3 a Z U CO co N co 01 r- MUELLER CENTURION (A-423) VILLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. ;2'TO H OF BRANCH VARIES 6' MIN 10' (270")" VALVE BO7 CU. FT. i 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST ; UNDISTURBED STABL + - SOIL. STEEL PIL 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WH MAIN IN ALIL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHAILL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHAILT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYD)RANT ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRIANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE: DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVAITION_ IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES - TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 311.' S'0' 318' 2' 31I' 5'0' 3'8' 3' 5' MIN. 0' b' M 4' 5' MIN. 12' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, (- - - - - - DOOR HINGES 1 I I I I { I I I I I I f 1 LIFT HANDLE L---------------- TYPICAL METER VAULT N.T.S. FIG, W-7A SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ MITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 4LUMINUM ACCESS HATCH 44' MIN. 60" 36" 4 b . a 18 MIN. I� 17.5"-+ 37' MIN. 12 MIN. VNNGNUT LOCKINCG ASSEMBLY NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. WATER TYPICAL METER VAUILT (1 1/2" METER NTS FIG. W-7B TD-15 VARIES RCJIr%1AfI1jGU JVIIVI I'11111VUJ VE BOX TO METER BOX (SEE FIG. W-1 THRU W-7E). E' S +2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. ° SERVICE LINE TO CONNECFAT MAIN WITH X"x4" TEE. ° REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. ° REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. ° NO CONCRETE SHOULD BE POURED ON ANY PART OF THE (RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. ° USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE 0 ADJUSTABLE TRAFFIC RATED) VALVE BOX W/ LID II - 1. U [25mm] PN A � SN CV d' M.J. GATE VALVE WATER LINE 1a � I I 2500 P.S.I. CONCRETE �' a THRUST BL2'x 2' BEARING ARENA OCK a 4 d a a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE: GRADE. GATE VALVE (TYP No Scale A / FOR ALL BENDS 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 45° MIN BEDDING AS REQUIRED -� SECTION 2-2 45' max � L 1 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU_YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS No Scale (4) 1" (25mm) DIA HOLES ON 32 3/4' (834mm) DIA BOLT CIRCLE. 2" (51mm) LETTERS (RECESSED FLUSH) 27 1/2- DIA 1 1/2- [699mm] [38mm] 26 i 7m/4- DIA 7" 1] [178mm] I 24" DIA I , [606mm] �1 28 7/16" DIA 5/8" [722mm] [16mm] 36" DIA 1 26" [914mm] r [660mm] 1 1/2" FRAME SECTION 13/16" [38mm] [20mm] i , 1 2 1/8" [54m m] 4 11/16" [17mm] 3 1 /8" ...1 1/2" [79mm] [ 13mm] 3 13/16" ���' 22 13/16" [97mm] [579mm] 25" 1 3/8" [635mm] [35mm] 9/16" O.D. OF GKT GROOVE 114mm] SECTION VIEW 1/4" (6mm) DIA �- CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 C �n� 2 C 1800" J S 1- 1 5/8" RUBBER PART# 00981045 (2) BLT HEX 5/8-11X3 1/2 SS vv PICKBARs 5mm " [ �2400[41 mm] PART# 00981250 1/2' i 1/8" (29mm) DIA BOSS [6mm] [13mm] .63 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 ID 1.50 OD SS PART# 00981318 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES: ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. A�_(2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT R LOCK LUG (SHORT)SPART# 00193585 LOCK LUG ASSEMBLY 1-- w J z I L) i 12" 1 -,. 1 � L MANHOLE FRAME & COVER N.T.S FIG S-I-E FRAME & COVER (SEE FIG. S-1-D,E) 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN i 2" BRANCH FLEXIBLE CONNECTION -/LJ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE r CONNECTION BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B 100 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36 MIN LARGER THAN 5" IN ANY DIMENSION 24"Ml INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE C MECHANICAL TAMPER HAUNCHING N0. 68 STONE - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL ARE UNSTABLE ftCONDITIONS ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ' CONCRETE SECTIONS 12"" MIN "0" RING SEALS d 16" MAX MINIMUM ELEVATION t DIFFERENCE ACROSS M.H. 5" 4'-0" 5` FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE FILLETS VARIES CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING - SEWER. a. d 12" A FILLETED INVERT FOR A SMOOTH g TRANSITION Of FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE ON CONCRETE BLOCKS DOGHOUSE OPENING SHALL BE PREFORMED BY MANUFACTURER OR SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". i .� 8"x8"x16" AND 4"x8"x16" SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN ON FIGURE S-1-A ALLOW CONCRETE TO FLOW A MIN. 1'-0"' BEYOND BASE OF STRUCTURE - EXISTING SANITARY SEWER PIPE N. 12" CLEARANCE BETWEEN EXISTING PIPE EAND STONE BEDDING 12" THICK VDOT No. 68 STONE BEDDING DOGHOUSE MANHOLE BASE FILL DOGHOUSE OPENING AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT WRAP EXISTING PIPE WITH NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING .... , W. NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, i ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al ITH 0�1 r5;r" it yff ASK d' Lie, No, 31371 �S'SIONAL �G M E O O M fV CVi V > E E z� Q"Ut tL O LL O �' w L dJU0000 z wH-Ir; O CD rn CD N Id- C7 w H z s O 0 X `� to q � u_ w 0 o 'j.. Cnz vN z O 1- C N (n N N w v M �r a00 LD O s ('J O w > LLI w i d Q z O H U7 > O DATE 5/6/2019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. 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SEE DRAWINGS saN - N�tN ! ! 5 a1+,� a5 N \ \ \ 17+00 SAN ► 1 _ _ }--' - \ - - TITLED "UVA RESEARCH . --+-- - - \ ' a _ --�---,I- - •�. .. 5a -- ._.._. -- --__ �s ob __ - _•_- --7 -• - ....., _ _ m - \ - -,• PARK LOOP ROA - - ._ i - .� .... - - y - '�.. J ..lam.. •• - ' i .'. 1., .,-_"-t---- '�'-� ��.�.� / / , �, \ \ _ i - _ . r , . o\ - _- _ _ _ \ ..- I \ . 57 ---- -'----&-m.- � - ' --- ""'" / t-.`-57 \ \\ - _---- /,• /- O .. i. 575..... % / \\ \ i`\ 4,.. - -- __ - ---- / l l / 58 -- - _ .,. / _ \ \ �5•` � - � \ :: - 4 :::... - . .r _ _ :_$T• -- - - ; : -- .,, I/ / \ \ t .:::::: / i ::" �: /- m \ \ \ -.. :: \ z ! �.: . 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Q ~ � 3 u, 0 3 wO m"o� Q J U 00 w-J - iri d � O N Ur W N 'i Z_ �(D th v 30�Q 9 of o a � '. =U Q)tD F_ a C Ln rn O N d 'q- kDH vi w O C7 O 2 H 0 W > LLl U Q z O L4 > ac O • • • • Z z 0 I_ a U U) W 0 z O ,H,^ VI > W W a 0 DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH 1's�30� � o U0 c 3 Om TT � �r c U z > m 0 2 m L O 3 F__q m m F_ o a < r c m ! I-w1 m J m Zm H M Q W Q > L N c = zz m W OO a( U 1-4 0 W m J ~ c = a J .__ 0a W O �O J m � Q a Lu m Z Q mo UJ � 0 _ E- c m m ') a 0 V7 O m 0� , 3 Z h a O C Y_ � x F- m m O =0 r= 0 a'§ a z 2 Y 7 N W U c m o m U :5 7 m c m c c U 0 M c U m '0c m� m JOB NO. y o M0 U 43266 SHEET NO. a o C2.1 t ►- Cam/ STEEP SLOPES (MANAGED) / Ir ' CENTERLINE OF STREAM \- 50' STREAM �- iX, BUFFER 100' STREAM BUFFER F' w iw t : w W -' _ - - --- --_- _ U) V ) W W w w cn cn w w z z 1 I STEEP SLOPES (PRESERVED) i i � I _ D z 17- SANITARY SEWER DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH PARK SEWER EXTENSION" ROADWAY DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH PARK LOOP ROAD" LEGEND: ICJ CONCRETE SIDEWALK F7�1 HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT CLIGHT DUTY ASPHALT 0 0 PV 83 SCALE 1 "=50' 0 50' 160' TH 0� P"uc. No. 31371 � �SSIONAL 1�G MO E N O N � >E w °' E Y U a`) 3 ¢LL o 3 u- - ww0 �r QJUoMO Lu a NO N rn �x �j 0Q U j H ¢ - O al q, d M 00 J O w w H 0 DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE 1 " = 50' Q F---1 V1 O z OJ II� 1 1 I 1-1 - 1-1 - co<z: = z w O ,J ce w —j J �<�/ a LL W w J m QJ a O Tw ..r Vl Cn Q CL O U z w <t JOB NO. 43266 SHEET NO. ... C4.0 nj 67)12 I rn 00 v m co 00 N z I I PROPOSED PROPERTY LINE I J I I IMAM SETBACK, 30' -C PROPOSED TREE LINE 1 UM SETBACK; 10' WIRE FENCE D. B. 2712 PG. 325 D. B. 2635 PG. 454 D. B. 1802 PG. 682 1,000 LF OF 84" CMP DETENTION PIPE TO MEET ENERGY BALANCE AND FLOOD PROTECTION REQUIREMENTS R5' o.-p- 11.25° + 22.5° 90° BEND - v�l BD ,�� 4„W 6" DIP FIRE LINE -SAC f 4"W "W 4" PVC DOMESTIC WATER LINE R5' 6" DIP CG-2 rn (2) DUMPSTER RT <S`'9 GG2 10' X 22' DUMPSTER o FIREa ENCLOSURE CANOPY - = 0`1 / HYDRANT FDC (TYP.) 1� � 5' ASSEMBLY �. (TYP.) 11.250 + 22.50 BEND RT 5' CURB .- TRANSITION R ADA PARKING SIGN, TYP. AA A A a RAMP WITH HANDRAILS GG;L 24' 24 8' %' 7.67 D R43' ,TH o--, Lie. No. 31371 1 24 ` �SSI ONAL �G CG-6 R18' RS TYP.. rn u (4) BOLLARDS 0 CG-2 ..r:. .r.• �:� ,�... E w a' — e,e,e,e,e,e,e e,e,e v W U. U. 3 MECHANICAL 6' CG-12 --- G o-12 w C m EQUIPEMNT. SEE FLUSH CURB Q w v z ARCHITECTURAL n- ; — ui C PLANS FOR ADA PARKING SIGN, TYP. a+ o "I °•1A NN a DETAILS 0 m z�, M r� L Q O � Q LL GC ai w C = C ;� z iv >� C ~ c Ln V 001, SCREEN LL WALL a CO J lD (— ui 0 c) 0 0 w LL W h S Q UQ C z 0 Of 0 C.-6 A 9' TYYP. ._ OPOSED ZEE LINE 18 9 - 9' >° TYP.. :I :: a RX RY R5' FLUSH CURB R30' 24' o IR5' A rn 1 6 RS' R3' RX - - 9roo. .f 8 PROPOSED REHABILITATION HOSPITAL TYP_ n 18, FFE = 573.25 f .. -TYP. 24'- 18' 13 CG-12 RX R5 R5A rn C.G=2 - :. • • 9'. .. . R3' • R27.5' N R3' ' - P. ' zz R5' _ 9' R7.5' 6 U TYP: _ R7.5' ®. 91' CG-12 CANOPY -, uj . • • A w r N G) � I VJ :. W R5'--LLR3, I N o o ADA PARKING R3 RZ5' ♦♦w SIGN, TYP. 6" DIP ; V J R7.5' G-12 w Z • ' - R5' R5' CG-2 � � R7.5' �— PROPOSED DRIVE AISLE TO TIE TO A R27.5' R27.5' STOP SIGN ENTRANCE-STFJB-PER1~INCS = _ TITLED "UVA RESEARCH PARK LOOP�- U PHYSICAL THERAPY ROAD" BY OTHERS �� ' ' — LEGEND: �- 26.69' -- --_ CONCRETE SIDEWALK . G A. i.1 y .. 1 ! i .. - /•• ., • . .. ... .- .. (5) 6" RISER WITH HANDRAILS .... ..--_ PROPOSED PROPERTY LINE -.._ HEAVY DUTY CONCRETE ' s SAN-& . -Moors -r-� —'� — --... ...,. WATER METER VAULT Mo... ` °""� """" ""� 1 �.. / •� 77 - • ` '' :. A. - 1. ` i a f• 4 / ROAD IMPROVEMENTS BY OTHERS. SEES<" SAN 3 �— ••• ,,.,. ,� • 4 4' f �, - / .. t J . HEAVY DUTY ASPHALT DRAWINGS TITLED "UVA RESEARCH �_� SAN �'- ---- SAN= - '._ ..... �..,,, ,-,.. ...-. .-... - - - • f • ... •� •. f yy ;; PARK LOOP ROADNmmm SAN ter" _w 8"X4" TS&V ... ...,.. ..... — ,.,.. .,�. ... SAN �- ; LIGHT DUTY ASPHALT � � � r _ .�,., -- -- .-... .�- .... .. W ,. ., 8 X6 TS&V ---_ _._ SAN "- -""- momm ...., SAN SAN • '4r rMo1Mo --- -- -- --- -- Moon. two momm motto . - �-- s� Moir O O UFO' 4 ♦ • •. o• ' . e SCALE 1 "=20' UFO I co 0 20' 40' D z DATE 51612019 DRAWN BY Z. DAHL • DESIGNED BY • A. ALLISON • CHECKED BY • J. HASH • • SCALE • 1 " = 20' • Q F---1 CL V/ 0 Z z 0 S F--1 ` Q s z� F--q , c I..L I 1M--1 ' W Q , Q'w , , w O cy U w J Z J m Q Q 0 w V 1 c c Q � I C ! 0 U z w JOB NO. 43266 SHEET NO. a?lf2/l`t C4.1 �a s0 ,ED 'z �0 z� F- 5-r- m y N O c m� E 10 c U f0 O � c 00 '0 U 0 C O U 2 cCO we c OU ld a° umi m t E TH 0� + 22.5' 90' BEND 4"W CG-2 w" Pee r r r� t`amra,FPO � 10jSOL P WITH HANDRAILS REHABILITATION HOSPITAL FFE = 573.25 CG-6 24' R18' , RT (4) BOLLARDS MECHANICAL 6'--v- EQUIPEMNT. SEE CG-12 FLUSH CURB CG-12 ARCHITECTURAL PLANS FOR ADA PARKING SIGN, TYP. DETAILS SCREEN WALL 24' R43' _ CG-2 R2, - rc3 R3'-� CG-12 TYP: CG-12 , 12.33' CANOPY 4 �- 6' PHYSICAL THERAPY COURTYARD v 11 FUTURE BUILDING EXPANSION (10 BEDS) 19, R43' 9' D z I D z 0 4 � z FLUSH CURB , 1 HOSPITAL t PROPOSED REHAB CITATION HOSP ` cp FFE = 573.25- 5' MAXIMUM SETBACK, 30' ADA PARKING SIGN, TYP. CG-12 D t'' n CG-12 �• vJ MINIMUM SETBACK, 10' W 6! . 2 R3' R5' VJ � 26.69' D D W 20,57' c 23.19' ��. ' ' STOP SIGN O �....� �� �—� ----�_ —_ice, i OPOSED PROPERTY LINE ...... �r--- m _ - -•- / /D 6" SANITARY SEWER PROPOSED PROPERTY LINE CONNECTIONLi I 1 _ 4 a/ 'Ar 14 4 _ f 4 J S AN SAN SAN ..._. _... --- — ..... r.. W - I I _^ S SAN SAN , a SAN ODSAN S SAN i l -W _ SS .. ram. r-. _. __ ■ Al • u a 1 _ \�/ W C.I I - r ice— -_ I I , ..�� �� ��. _ _.. II ♦ .SI , a —UFO— co --- D 'c0 ` ' z — J i - TMP# 32-6R UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION D.B. 2712 PG. 325 D.B: 1684 PG. 255 LEGEND: l� sJ CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT � g3 NP SCALE 1"=20' 0 20' 40' 1---1 lie. No. 31371 ti SjONALG M E O Q U N Vi >E Q/ E w =y �i'.7a"'i3 a wO MV-4 U < j oMo z N — In 0 CD 0, �Ni ryN W d Z `r F 3 0 cn a V w o3 lL a =� 0 cn _ N z 0 �u¢ = In N W M � 00 J lD F- 0 2 D 0 Lu w w = Q U a z 0 V) 0 } DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE 1"=20' JOB NO. 43266 SHEET NO. C4.2 r �o z 0 �- 0 c a> N C O U U � 'O A � C n u � O N n � 0 9 U 1 YO a U n a� a= o Y C O O CL o -3 n. rn v c > Y 'n m 7 y K C 0.0 m U C PARKING LOT LANDSCAPE AREA PARKING LOT LANDSCAPE AREA 4,392 SF p SCALE 1 "=80' 0 80, 160' ATT-p _ST-EEP-SLOPES- ' LMANAGEDJ / I — / / STEER y ES' ` G0LD2EAFjiANOrIRU Aq3. f / / / / / / _ _ _ _ _ _ \ ` \ _ / �PRE;35RVEDY / -rip• WENQIELL CENTERLINE IPcr OFSTREAM BUFFER •-- =: •• :: i ' / / /' // / / / / / / / — / /— 100' STREAM p — — — — ' , �— — — / (' SFItING VA%IL / OOPEER / /' _�CE/ /i/ MRE�EN `/ �' ' � �—i � +� lam/ � mm_ mw /m � \ UANV ITYOFVIRGIN/A_ \ I \ \ \ \ — / ter► / / / / t / , ( ' REAL ESTATE FCk/NDAhON \ \ —71, �' / _ _ — —, / D.B. 2712 PG. 325 l \ \ \ \ — — — — — — /X iWIRE FENCE -- —D.B.1802AG. — L2.0 - ` L2.1 I m— m ow 01 il —PROPOSED BUILDING ( \ iz \ \ \ \ ` t \ \ \ \ \ �_-` � � -- _ � \ - •_- � � ( / - 11 / - `- I I � -• \ � � � -- - ��y � \ \ \ '_ l �' "� � -- /\ II � I ' I i f, 1 / r / r - f r r t / / • � � .i, \ \1 ) \ \ , l , \ 0� ."�•, — / ` J - \ \ . lam\ \\i' \ , \ 1 i � t III\ I ' I I I i 1 I 1I -J / .JOV SAN zava.o �•ratsaae. v • . ,: •-- ( — — — _ \ fi ol � \ + wmm to 1 , co a / �// ! ! ! ! �� ` �\ ` `� ,' �- \ \ ►!� '- of / r — — — / / / + / _ / __ \ \ / „.�10 ST SLOPES a / / / / / ► �' 1 I 4 /�/ GE I P ( C> / l \. SWEEP SLOPES \ / N / ! ! , ' , ' I '� ! � 1 ` _ _ _ - - ; c , \ \ I I / � / E GEMP\N AIN ` \ I I t ! (MANAGED) Ln 0 _ f 1 a - z \ \ \ \ \ I • z \ o \ \ 1\•- ` I \` � `\� l/� i/I ---�~ \\\ �__/! / � 1 \\ I � • � � it \\\ ! \\ J � I I W, A3575 ilvAro nw DR. ..• ! / ` \ ( (\ + « \' i ( \ \ \ / ► (I 7iourMEAD FWRE RESCUE STATlO/N' \ \ , \ IIII ► 1-�'�r1G ppPR OF I \ \ l i \ _ \ \ , _ / / ► STEE SLO S ! l \NJER G ; 56 / I ► ( \ — \ \ _ i — - _`_ _ \ \ _ — — — _ ` _ /'�/(' \ \ (MAN E0) 1 I I gv��O\N --———— — — — — —— -- 5r m me 365+6e eun cj SCALE 1"=50' INNOVATIONDRIVE s cn E O 0 M U N to N > E w E pq ai 3 Q LL 3 LL 0 w0 ;ao� QJUMoO wJ—� d � p N t7wNo 1,x e�L c U j Ln H Q c Ln 01 N a � 00 J LLJ ko i IG cr7p Z w Q 0 DATE 51612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1,O t JOB NO, 43266 SHEET NO. L1.0 Sa 30 3 �z o S Sg ig „r J3-o r; 0 -3 2 U N m O c m - (1) QUE PHE ' � sow= / \ s zlZ \ m m / v N / PROPOSED BUILDING —I / r COURTYARD 1 1 rAIV AW / o 7-7 e o / / / co E a �9)BET HER J (9) U a s N - ------- - - - - -- O v m \ \ _ �- g-__ 1 0 /-�z��'-� -�'-� T-.L�r-�t::iW:CD r_.Y�t -t mc LOOP; ROAD n vv ' \ \ / UFO : �• .. — , 1 / I l PLANT SCHEDULE TREES BOTANICAL NAME ACE GLO ACER RUBRUM 'OCTOBER GLORY TM BET HER BETULA NIGRA'HERITAGE' QUE PHE QUERCUS PHELLOS TIL GRE TILIA CORDATA `GREENSPIRE' ULM ALL ULMUS PARVIFOLIA 'ALLEE' SHRUBS BOTANICAL NAME ILE VER ILEX VERTICILLATA � g3 NP SCALE 1 "=20' 0 20' 40' M E o a � u N � N > E W U (u < W 0 3 LwO a� aJUMao Z U,�oui O Z W ice+ M �* u 3 O cn Q Ln w Da 6�. n _ N Z HUQL O c rn (n N W N M a � 00-j -0 vi 0 0 0 w w w H Q Z 0 DATE 51612019 0 } DRAWN BY M. RACHNER • DESIGNED BY • M. RACHNER • CHECKED BY • F. HANCOCK • • SCALE • 1 " = 20' • • • J Q (� `c V 1 a T f/ C c a z a } O ° r ° E C ° F--4 a u z1 mad` Q> f 1 f T f = Z Lu rt W 0 o a. ` U Q w ` LU U 1 Q � s �— ui mz Q��' Q ; W Y / c C O U z W JOB NO. 43266 SHEET NO. e a im-4 L2.1 �a 10 z )o i o m N m c U E U f0 O m 'a m 'a U U C rn .O � U N �c O O U f0 Q. w _E INSTALL SHRUBS SO THAT TH— TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1-, ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SOI REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP % OF BAl BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORA7 SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOPS OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS :W ROOT BALL GA UGE GALVANIZED WIRE �--- 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CANOPY TOTAL ACE GLO 6 ACER RUBRUM 'OCTOBER GLORY' TM OCTOBER GLORY MAPLE 2.5" CAL. 397 SF 2382 BET HER 9 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL, 397 SF 3573 QUE PHE 7 QUERCUS PHELLOS WILLOW OAK 2.5" CAL, 370 SF 2590 TIL GRE 8 TILIA CORDATA'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN 2.5" CAL. 250 SF 1992 ULM ALL 9 ULMUS PARVIFOLIA 'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. 366 SF 3294 SHRUBS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE VIER 78 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. 3 GAL STREET TREE PLANTING REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code. REQUIREMENT YARD LENGTH CALCULATIONS REQUIRED PROVIDED 1 LARGE TREE PER 50 LF 827 LF 827/50 = 16.5 TREES 17 TREES 17 TREES PARKING LOT LANDSCAPE REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT AMOUNT CALCULATIONS REQUIRED PROVIDED 5% OF THE PAVED PARKING AREA IS TO 80,546 SF 80,546 x .05 = 4,027 SF 4,027 SF 4,392 SF LANDSCAPED 1 LRG. OR IVIED, SHADE 160/10 = 16 SHADE TREE PER 10 PARKING 160 SPACES TREES 16 SHADE TREES 22 SHADE TREES SPACES TREE CANOPY REQUIREMENTS * per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 13,831 SF(PROPOSED) + BE COVERED BY TREE 388,615 SF 388,615/.10 = 38,862 SF 38,862 SF 99,638 SF(EXISTING) _ CANOPY 113,469 SF GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1,800,552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION M E C) N U N � C Q O > E w a E :-, I_v v 3 < U. U. w0 Q W 6 0 a -' -4 — a- > O N �O �x �� u n % =v U) = N N M U Ln F- Q rn O N r. L Ui CO .J O w 0 z O a fy U w 0 z O w w I- Q 0 DATE 51612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A �.j Q F--1 r� Vl O r JOB NO. 43266 SHEET NO L3.0 kc ),Q D la ;Z ) Q so N V1 @ O O C O @ N -0 •O � U O c mo U 2 S.� (no a U � O l,,- vl /I Z/ m o 0 N