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HomeMy WebLinkAboutSUB201500112 Plan - Approved Road Plan and Comps. 2016-03-02COUNTY OF ALBEMARLE, VIRGINIA 6/22/2015 VICINITY .NAP SCALE: 1° = 2,000' OWNER: VALERIE M. SHEPHERD 26 CLIFTON TERRACE WEEHAWKEN NJ, 07086 MILESTONE PARTNERS 300 2ND ST NE CHARLOTTESVILLE, VA 22902 CONTACT: L.J. LOPEZ TELEPHONE: (434) 245-5803 EMAIL: LLOPEZ@MILESTONEPARTNERS.CO ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, PE TELEPHONE: (434) 327-1688 EMAIL: CRAIG.KOTARSKI@TIMMONS.COM 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 & DEMOLITION PLAN C3.0 LAYOUT & UTILITIES PLAN C.3.1 TREE PRESERVATION PLAN C4.0 GRADING & DRAINAGE PLAN C5.0 UTILITY PROFILES C5.1 STORMWATER PROFILES C5.2 ROAD AND SIGHT DISTANCE PROFILES C5.3 STORM SEWER DRAINAGE AREA MAP 1-1.0 PLANTING PLAN L1 A LANDoCAPE NOTES & DETAILS AI PRovw by the Albemarle County co"Imurlity Dc e;Icprnent rDUpartmenf Date File TOTAL: 15 SHEETS APPROVED by the Albemarle County Community Development Department Datet h - E DESIGNED BY C. SHIFFLETT CHECKED BY 0 U U SCALE N/A Z � 0 C 2 - CL W N E fN o F- ;, > Ld U 0 U. a� 3 aCU U — LU O > Q 0 0 L LU T aJ� z O LU H o r z rylo 2� o U o 0 L �z o� (DW Um �o O E� W eZ�F_Ct U. !� W D � U oa� "' ri W a V) LO Dr, z 0 Z N O �Q I= c� �x tn W o j 0 U °l M Uj Q N M 7 N U N O 4)'6 U ~ W W �N O = D I' N 0 C � N zz��W U) _ m s �U JOB NO. W O ._ CU U � N �o � U g o SHEET NO. co, 0 _� � �S 0 OOVW UUQc� 0 Q)Ln�0� 110 LLj Q) Q) 0 o Uj M iL Q ti N t 1 z ti*,o 0 O DATE n 06/22/15 0 DRAWN BY >- J. WILSON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A Z � 0 C 2 - ID O Z � 0 C 2 - CL Q o > Ld 0 aCU m �> Q 0 0 L u_ 0 �r z ��1 � o a r z rylo 2� o o 0 �z o� �o E� D � U ri 3 Z N O �Q �x o 0 0 Q� N M 7 N U N O 4)'6 2 �N O = N 0 C � N �CU U CU O _ m s �U JOB NO. 0 o 36167 ._ CU U � N �o � U g o SHEET NO. co, 0 _� SITE DATA: TAX MAP PARCEL: TM 61-164 (DB 2476 PG 626; DB 2051 PG 3; DB 1880 PG 98 & 102; DB 4618 PG 737) ZONING: R4. THIS SITE LIES WITHIN THE AIRPORT IMPACT AREA. MAGISTERIAL DISTRICT: RIO PROJECT AREA: 4.84 ACRES. (4.94 ACRES -0.10 ACRE TO BE CONVEYED TO ADJACENT PARCEL) SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 2815 N AUGUSTA ST SUITE C STAUNTON, VA 24401 (540) 885-0920 CONDUCTED ON FEBUARY, 13TH 2015 HORIZONTAL: BASED ON NAD83, VIRGINIA STATE GRID SOUTH ZONE. VERTICAL: BASED ON NAVD 88, ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: 5 FT (MIN), 25FT (MAX) SIDE: NONE, 10 FT BUILDING SEPARATION REQUIRED REAR: 20 FT PROPOSED USES: 20 SINGLE FAMILY UNITS LOTS: LOTS ALLOWED: 4.84 AC x 4 LOT/AC x 1.05(PRESERVED WOODS BONUS FACTOR) = 20.33 LOTS LOTS PROVIDED: 20 LOTS LOT SIZE: NO MINIMUM LOT SIZE (CLUSTER DEVELOPMENT) PRESERVED WOODS: PRESERVED WOODS REQUIRED: 4.84 AC x 10% = 0.484 AC PRESERVED WOODS PROVIDED: 0.533 AC CLUSTER DEVELOPMENT OPEN SPACE REQUIREMENTS: OPEN SPACE REQUIRED: 4.84 AC x 25% = 1.23 AC OPEN SPACE PROVIDED: 1.30 AC PARKING: ALL PARKING SHALL BE LOCATED OFF STREET IN DRIVEWAYS AND GARAGES. PHASING: PROJECT SHALL BE BUILT IN ONE PHASE. BUILDING SITES: PARCELS 1-20 MAY NOT BE FURTHER DIVIDED. ONLY 1 DWELLING UNIT PER LOT SHALL BE ALLOWED. BURIAL SITES: NO CEMETERIES EXIST ON SITE. WETLAND IMPACTS: NONE UTILITIES: ACSA STORMWATER: WATER QUALITY CREDITS WILL 13E PURCHASED OFF SITE, WHILE FLOW ATTENUATION WILL BE ACHIEVED THROUGH AN UNDERGROUND DETENTION SYSTEM.. DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHED. THIS PARCEL IS NOT WITHIN A WATER SUPPLY WATERSHED. AGRICULTURAL/FOREST DISTRICT: NONE THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. NO STREAM BUFFERS EXIST ON SITE. BUILDING SITE NOTE: EACH PROPOSED LOT (OTHER THAN THE SPECIAL LOTS) CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. PARCEL AREA SUMMARY: PUBLIC R/W: 42814 SF PROPOSED LOTS: 110972 SF OPEN SPACE: 56978 SF TOTAL SITE AREA: 210764 SF (4.84 ACRES) OPEN SPACE OWNERSHIP/MAINTANENCE: ALL PROPOSED OPEN SPACE AREAS ARE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. TRAFFIC GENERATION AVERAGE DAILY TRIPS FOR SINGLE FAMILY RESIDENTIAL (ITE 210) = 10 ADT SHEPHERD'S LANE: 200 ADT (20 SINGLE FAMILY RESIDENTIAL UNITS) SHEPHERD'S COURT: 110 ADT (11 SINGLE FAMILY RESIDENTIAL UNITS) GENERAL NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5, THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW, CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES 'SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LANES. (N/A) 15. THE INSTALLATIOIN OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE \WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON (PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B"' NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (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 MANUEL FOR REVIEW BY THE ENGINEER, SCHOOL OFFICIALS, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. SOME LOTS MAY EXPERIENCE WATER PRESSURE GREATER THAN 80 PSI. ALBEMARLE COUNTY ENJGINEERING 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 TRANSPORTATIOIN (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 SIILTATION 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 ENGINEEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC COMTROL 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 EXCAVATIONI FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES: 1. BLASTING SHALL IN\IOT 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. E DESIGNED BY C. SHIFFLETT CHECKED BY 0 v C. KOTARSKI SCALE � N/A N g CD Q z W r"E O Q F-- w ¢ 3 > < uj , cc t- t� > _j J 0 <� o `o U Q ce Lu u. a� r) pU.= LL! 0 ; r- F - < < W N m o 0 L L Q j w-' o� 0 6 < Lu_ -o a v � 20 Z H a(D U Dio �' z wo uj UU zr_�T 0 O w T� �o E� U- W vi a=Ln ® a o _ 0(D 4 0 � N H U O O0ai _u l Q F- ,y LO o a /ui v O Q� o3: cT M Q0) (� >Y Q � N 'D O O O v U uj .L.. L U N m � O O h U O O N E U O U cu O � O V U z � o 30167 .- cu U m2 SHEET NO. N O O U Q o cls0 v � V) oovuj 0 U U q � ~ a h h �o �o w 0 0 0 0 0 H `Z z " " o 0 O vj DATE 06/22/15 0 DRAWN BY J. SHOWALTER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A N g 0 m is s N g Q Q un > < uj , cc _j J 0 <� o `o Q ce Lu r) < o 0 L L Q < Lu_ -o a v � 20 Z a(D U Dio �' z wo 0 T� �o E� a o _ 0(D 0 � N O0ai Q o a v O Q� o3: Q0) (� >Y � N 'D O O O v U .L.. L N m � O O h U O O N E U O U cu O � O V JOB NO. � o 30167 .- cu U m2 SHEET NO. N O O U Q o cls0 v � CG -6 NOTES: t THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • D D P p D D a n a n n' o P o P THE BOTTOM OF THE CURB AND 6„ 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IS MAINTAINED. ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2017.03 C f\MIRTH OF ------------------i ENTRANCE _ t I I_IMIIS GF PED. !-IMi7S OF" PED. 1 ACCESS ROUTE [ o ACCESS ROUTE (] WIDTH OF ENTRANCE N' UNPAVED SPACE NON-TRA`JERSABLE UNPA'JED SPACE EXISTING OR PROPOSED EXPANSION JOINT - SICEWALK OR SIDEWALK SPACE o WIDTH OF a ENTRANCE F 2•- 0' � a Z t_ 'r �LA MITS OF PED. v LIMITS OF PED. EXPANSION .JOINT - w ' E E w g CCESS ROUTE ❑TE. NON-TRAVVRSABLc _ ACCESS ROUTE CURB INCLUDED IN a PEDESTRIAN ACCESS ROUTE DETAIL WITH & ENTRANCE GUTTER a 1 WITHOUT UNPAVED SPACE zlcn Q iJ ADDITIONAL RIGHT -OF -WA Y IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE [j EXTEND BEYOND 2'-0" FLOW LINE .. EXISTING OR PROPOSED VDOT RIGHT -OF ',NAY. , -I EXPANS ON JOINT ENTRANCE WIDTH �' 1 DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM i2' ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS u UNOBSTRUCFED, STABLE, FIRM AND SLIP RESISTANT _ PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND EDGE OF PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT ' o TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F -F HALF PLAN C K IF PEDESTRIAN ACCESS ROUTES 0* ARE BEING PROVIDED, A MINIMUM V TRA`JERSABLE WIDTH 0„ IS REQUIRED WITH A MAX. 22 CROSS SLOPE. �� WHEN USED IN CONJUNCTION WITH STANDARD RARASOLIC CG -3 OR CG -7, THE CURB FACE ON THIS SIDCWALK STANDARD IS TO BE ADJUSTED TO MATCH THE I"-U`cAi."E`J�-----SPACE------- CURVE MOUNTABLE CURB CONFIGURATION. A ------------ x Y* SECTION E -E NORMAL GUTTER -� /� _ _ _ ---' \ ,r, �. c a•=��_ _ \ `--1 31 *0"/, TO 10% CHANGE 1 -u-CLASS A3 (H.E.S.) CONC. I �Yl 6''AGGR. •BASE• TYPE• IOSIZE 218 <` 12% MAX. SLOPE 5'-0" POINT OF GRADE CHANGE \r ' FOR CURB AND GUTTER ONLY r- `�• "N- K•� FOR SIDEWALK, CURH AND CUTTER ;i: M 1`2 X MAXIMUM INCREASE IN SLOPE Al MIPJIMUM 10' INTERVALS _ BUILT CONCURRENTLY x x M 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND '.. SECTION C -C 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D sPEaFICa1lON \VDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEF_Tf 1 CF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 2I-`3.02 '. GEOTEXTILE DRAINAGE FABRIC UNDERDRAIN SHALL BE CENTERED UNDER CURB AND (GUTTER (OVERLAP T-0" AT TOP) PAVED SHOULDER GEOTEXTILE DRAINAGE FABRIC (OVERLAP T -O" AT TOP) PAVEMENT UNS TRAB IALLIZ. D`SUB°.�aoo UPNASVTEAMBEILNIZ T MATEE D ° ,..•. >. W" MIN.4PIPE ° SUBBASE MATERIAL ° SUBGRADEO OUTLET PIPE o ° SEE NOTE 1 SUBGRADE OUTLET PIPE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED SEE NOTE 1 2'-0" V-0" GLASS MEETING #8 GRADATION REQUIREMENT. 1 O 4" PIPE VARIABLE 057 AGGREGATE, #8 AGGREGATE OR CRUSHED (EDGE OF A GLASS MEETING #8 GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURS AND GUTTER SECTION UD 4 UP TO ELBOW PIPE IS PERFORATED 45' ELBOW CONNECTION PIPE-LCHESS AGGREGATE PRIMARY DIRECTION TRENWITH OF WATER FLOW DRAINAGE FABRIC NON PERFORATED OUTLET PIPE (TYPICAL) PAY LIMITS 45° ELBOW _/,/ FOR OUTLET CONNECTION PIPE TO BEGIN WITH 45° WYE 45' ELBOW CONNECTION 1'-0" MAX. EW -12 (TYPICAL) OUTLET PIPE NO SCALE UP TO ELBOW PIPE IS PERFORATED SHEET 1 O 2 SPECIFICATION STANDARD PAVEMENT EDGEDRAIN REFERENCE 240 REV 8/07 VIRGINIA DEPARTMENT OF TRANSPORTATION X08 108.06 701 r� A R1-1 STOP RedDce spading 40"(0 A S f J En F 19 .375 I r e, C 1 3 77. -- -- - .. 24 1 .625 8 1 8 T; 1 A 1c) !. __Sr ------ _.-------- .75 1 10 10C 12.5 ---'----- ----- -- ------------ ------ - - - -- -- 36 1 .875 12 { 12 6 15 --... - - - - `- ----- ---------i ----- ----------------------. < 48• 1.25 16 16 ' COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale NOTE: REMOVABLE BOLLARDS SHALL BE LOCKED WITH KNOX PAD LOCKS KEYED FOR ALBEMARLE COUNTY FIRE RESCUE. STEEL CAP 6" DIA. STEEL PIPE FILLED WITH CONCRETE AND POWDER COATED (COLOR TO BE SELECTED BY OWNER) PAVEMENT PATCH 7" DIAMETER( t° GROUND INSERT Z-0" DIAMETER e' 3,000 PSI AIR -ENTRAINED CONC. FOOTING U_2" MINIMUM CONCRETE BELOW STEEL PIPE REMOVABLE BOLLARD DETAIL No Scale 5' SIDEWALK ROAD CROSS SECTION SHEPHERD'S LN. AND SHEPHERD'S CT. (25 MPH DESIGN SPEED) NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. ROAD CROSS SECTION No Scale SIGN POST No Scale 49' R/W N STREET PARKING IS NOT PERMITTED AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) SIGN STD. U POST GALVANIZED POST TO BE DRIVEN 11I�I1-ILEI I'IIIl� El d� J�YJuF� �I STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TREE PROTECTION FENCING CG -12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: 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) ? THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD d - F' CURB CUT RAMP. BE SUMMAR OR EACH .0 B .,U 2. DETECTABLE WARNING `HALL BE FROM THE MATERIALS APPROVED LEST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED `HALL MEET SIDEWALK- RAMP 121 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE - WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. _ 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP ' `\ : FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. _ - 4. IF RAMP FLOOR. IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO y �''•• THAT ADJOINING FLARED "IDES CAN BE CAST IN PLACE AFTER PLACEMENT OF f _ = 10`1 NIAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. .LYRE A 5. REQUIRED BARS ARE TO BE NO.5 X 8•' PLACED I'CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 6 CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS �. r v �� -Y.T y.!:, >.L ��~ 5, MIN ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. ,\ ` r�.�\/�/��\� /�,vi, , 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTEDBY THE THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUT WITHfN THE RIGHT OF WAY OF A HIGHWAY FACILITY '.. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT, THEY MUST BE LOCATED WITHIN REDESTRIAN CROSSWALK AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES", EXISTING LIGHT POLES, FIRE PARALLEL HYDR.AN IS,DROP N ETS,ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS CONNECTING /- IP. IP RESISTANT PATH NN 7iN� AI � . UNOBSTRUCTED STABLE FIRM AND SL„0 EC _L ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED v G' / / / � ��v�/ /v/�/v� ✓ AND USED BY PEDESTRIANS. v^ /�!�� //✓/G.Y/./�'%' • l'//' r\l�lC // �i\✓�'� Z/GiY�/�. / MAX 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT %/ ✓YGYr ' THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND V�•i THAT THE SLOPE Al' THE CONNECTION OF THE CURB OPENING IS -"�- 2:1 MA`L � W I Ilt I: 9 n j1 PERPENDICULAR TO THE CURB. tdiN� )KX ,t' T` IJ. II II, )1 11 --II II (III 11:-i SII-ImU-1 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRAfJCE RADIICANNOT -jjf-f jjFl1-ill 1 I !. 1Nsoe ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MIN lil�ll k>IIEIl 1-iT iI1. NTL- TRAFFIC', REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY A' - - AT X 2" HIGHER THAN I I R - DEPTH, - TRJCK TRAFFIC) FOR CON( E (E �E EDGE OF PAVEMENT 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X �:C ,SAME AS TOP OF CURB = THE WIDTH OF THE SHARED USE PAM. THE h".INRJIUM WIDTH SHALL H� E W 0 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'x 4` LANDING AREA MAY INC; 'HE THE GUTTER PAN. TRUNCATED DOME_ in 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 16"-2.4" C -C cD C11R8 AT ENTRANCES OR STREET CONNECTIONS THE DE TECTABI_E ---- ,16 ------ � __ ---- o WARN IPJ^v SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD �� G O O O O O z _ _ c _ v _ MANUFACTURER .4NUFA'7l R T MATCH �L RECOMMENDED F fF'.. M C) F O N C -MODIFIED A.. E.0 c D_D B � � THE BACK OF CURB. G O O O O O O O G O O 0 0 0 0 0 G O O O G O O 0 \ - ----- - LANDING RAMP v G G O O G G O O O O O G O O D � �+ G 0 0 0 0 0 0 0 0 0 0 0 0 0 0�, D D G O G O O G 0 0 0 0 0 G 0 0 0 0 0 0 0 0 0 G O G O O G 0 50%-65Z OF RASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER -ECTABI_E. `NARKING AT BACK OF CURB \ _ 0 9"-t4 VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. -EASE DIAMETER I TRUNCATED DOME PAY OMITS DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 4VD0T CG -12 DETECTABLE WARNING SURFACE SPECIFIGATIQN REFERENCE ROAD AND BRIDGE STANDARDS SHEET i OF 5 REVISION DATE (GENERAL NOTES) 105 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION SD2 203.05 CG -12 PERMISSIBLE CONSTRUCTION LViVt, l4 IL._I_ c 4' _ f - B 11 1 Mn v MAx B < N STORM PIPE & STRUCTURE NO. L "�f DROP INLET & STRUCTURE NO. I 5' S' TRUNCATE DOME CURB & GUTTER TYPICAL DESIGN - EXISTING CONTOUR A SEP SHEET 1 OF 5 TC 240.5 PROPOSED SPOT ELEVATION FOR DETAILS - 8'-0" _Min. 4'-0" Min. BACK OF CUR 6 12:1 M.AX. 48:1 MAX. r, rM1N.� SECTION A -A PERMISSIBLE 4 _r + L CONSTRUCTION 4A JOINT - U - TYPE A WITH BUFFER STRIP SECTION B -B NOTES: '.. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. '..THIS DESIGN T0 BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING NG (4' WIDE) REOURED AT TOP OF CURB RAMP. MINIMUM CURB rcAyIP LENGTH 8FF T FOR NEWW CONSTRUCTION, v(' A 4' SQUARE LANDING n A 4' SQUARE LANDING .S Y -IIiI AREA OUTSIDE OF l AREA OUTSIDE OF pJ;, J TRAVELWAY SHALL TRAVELWAY SHALL BE PROVIDED WITHIN BE PROVIDED WITHIN 3 3: THE MARKED THE MARKED �jr! (/7 V) CROSSWALK AREA..- CROSSWALK AREA. V) Y s O 0 J �0_ 7 Q Q U L U ��f"F:T � ) 1 V7 (nCR45SWALK CR�7 O I1 II1l TYPICAL PLACEMENT TYPICAL PLACEMENT nn n AT INTERSECTION AT INTERSECTION v CROSSWALK J CROSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION '1V DOT REFERENCE CG -12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS ;D5 TYPE A (PERPENDICULAR) APPLICATIONREVISION DATE SHEET 2 of 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.06 R- 1ZI COMPACTED SUBGRADE CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 301, WITH PREMOLDED EXPANSION FILLER COINCRETE SIDEWALK JOINT DETAIL No Scale CONC. WALK 4" 21-B STONE VARIABLE WIDTH' NON -SLAP BROOM FINISH MAX. CROSS SLOPE 2% i� E / 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 4. NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Slcale LEGEND WP -2 SEWER -- -5 EXISTING SANITARY SEWER WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT ' 1 EDGEEXPAVEMENT (AS DETERMINED IN FIELD) LACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING -ASPHALT LAYERS - PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE - - - - - - - - - - - - - - COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED Y CORES (SEE NOTE 3) L MOTES: 1- ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT MOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. MEET OR EXCEED T P D TYPES OF THE LAYERS OF EXISTING PAVEMENT 2'. .. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL HE DE THS AN SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 31, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 1 IN ASPHALT SURFACE COURSE TO MATCH THE E LANE S MILLED A MINIMUM DEPTH OF (HES AND REPLACED WITH AN 4F. THE ADJACENT TRAVEL _AN HALL BE M . /z PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER, 5i. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7', FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. �vooT PAVEMENT WIDENING SPECIFICATION ROAD )AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION E O U vi O M O !� E E S1 I N = fV ' Lu W cll -S W = C V) -4 LU C"7 aJ w LU„y O qy L Z Lu U m F �OLLiX �ju� a 4-; 'q - U) U Z _ c ko F- cy Ln rn � J Lu F- LId z O U z ::3 O O U r O LnW LL fl LL z O L0 W >LLI U HJ LLI U z � LIJ O O z Z by ��� O O u W Lt) LnIDI 0 Q ��M Li DATE 06/22/15 DRAWN BY J. SHOWALTER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE NIA v o InL N N U 2- Q a i N O U U7 V J a) s o � 0 11 Q L1.1 2- < Q � Lu Q Ica J o Q 0 LL. 0 �0 � LL O O 0 �z OU �0 0 7 F- t° o 7o c W 0 a 0 m N Z N O m � Q X N H � o 0 (D 0 CL O 0- (n Y � rn U � o a) U E a N 0 � o a) o E � U (� 0 6 -U v � m U JOB NO. o � U 36167 N � o U SHEET NO. Q o m � C1.1 0 E ROADS TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. L "�f DROP INLET & STRUCTURE NO. I URB _ CURB & GUTTER 200 - EXISTING CONTOUR 200 PROPOSED CONTOUR TC 240.5 PROPOSED SPOT ELEVATION WP -2 SEWER -- -5 EXISTING SANITARY SEWER WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT ' 1 EDGEEXPAVEMENT (AS DETERMINED IN FIELD) LACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING -ASPHALT LAYERS - PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE - - - - - - - - - - - - - - COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED Y CORES (SEE NOTE 3) L MOTES: 1- ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT MOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. MEET OR EXCEED T P D TYPES OF THE LAYERS OF EXISTING PAVEMENT 2'. .. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL HE DE THS AN SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 31, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 1 IN ASPHALT SURFACE COURSE TO MATCH THE E LANE S MILLED A MINIMUM DEPTH OF (HES AND REPLACED WITH AN 4F. THE ADJACENT TRAVEL _AN HALL BE M . /z PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER, 5i. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7', FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. �vooT PAVEMENT WIDENING SPECIFICATION ROAD )AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION E O U vi O M O !� E E S1 I N = fV ' Lu W cll -S W = C V) -4 LU C"7 aJ w LU„y O qy L Z Lu U m F �OLLiX �ju� a 4-; 'q - U) U Z _ c ko F- cy Ln rn � J Lu F- LId z O U z ::3 O O U r O LnW LL fl LL z O L0 W >LLI U HJ LLI U z � LIJ O O z Z by ��� O O u W Lt) LnIDI 0 Q ��M Li DATE 06/22/15 DRAWN BY J. SHOWALTER DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE NIA v o InL N N U 2- Q a i N O U U7 V J a) s o � 0 11 Q L1.1 2- < Q � Lu Q Ica J o Q 0 LL. 0 �0 � LL O O 0 �z OU �0 0 7 F- t° o 7o c W 0 a 0 m N Z N O m � Q X N H � o 0 (D 0 CL O 0- (n Y � rn U � o a) U E a N 0 � o a) o E � U (� 0 6 -U v � m U JOB NO. o � U 36167 N � o U SHEET NO. Q o m � C1.1 0 E February 6, 2013 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE A RESTRAINT FOR THE VALVE DURING FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ij DATE ACE 5' GALVANIZED WITNESSPOSTVl'I I H w C✓' PPED ENDS PAINTED BLUE IN REMOTE AREAS .................................................................................................................. E....................I DEGREE ':. I PIPE AS DIRECTED, MARKER LOCATION MAY BE SUBJEC 06/22/15 TO HIGHWAY DEPARTMENT APPROVAL. TEE FINISHED GRADE 15 3m 2 ........................... 0/2 �•, ,FEE.) O / t I E - J. SHOWALTER . y 'W>/, : `> := ADJUSTABLE VALVE BOX W/ LID 3 I: G � % L ........................ I T CHECKED BY 90 f SW� 0.24 n I i ! i _).00 _>.2`> 2.60 1 MJ. GATE VALVE < .............................f s ...; 2sz 3 i v1/A: LR ) s; � z. L; LINE 5 I t J 2 500 P.S.I. 0.10 COf'dCRETE a'' 2'x BEP, RING AREA.. THRUST BLOC[' i� _., - NOTE IN RI "REAS, VALVE BOXES SHALL EXTEND SIX: (6) INCHES ABOVE GRA TYPICAL GATE VALVE o 0 NTS LL p FIG. W-5 TD -8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFIL STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE T -HE PIPE DOESN'T REST Oil ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. BEDDING 8 STONE FOUNDATION IN POOR SOIL UNDER CUT CONDITION �4°P�IIN 11 UNSTABLE 8 SOIL Mt1 N Isl!. ST INITIAL BACKFIi_ GRANULAR FILL AS APPROVED BY ACSA )c 1 rVi ,} �„IN J 2', '`:1 �. ' € f�:.iJ .`, r `.. #68 STONE MR STABLE SOIL OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W- 2 TD -2 SINGLE SERVICE I? SAI: DLFS SHALL iJ SFD ON PVC PIP-_. 2 ?PF.�dEv .:'1UAt. FOR USE ON ATTACHH1 Sir`1i:LE FA:hil.i' R.ESIE;Ei`.i 1.=,L SERV.i_F: G? DUAL RF%IDI__ 1 -. IR J)MPRFSSIO'N .. :Al,,.LF PIP._ Ci t_iPl_IILLG FOR. USE. _)fl DF_TF`,:: HED Si?.BLE F/°,tetuL'i RESIDENTIP,I SERVi!_E YPIERF AN ;RRIGA_IION METE. IS NOT PROVIDED. AE R C.) I";:f<se-ITE sEi S`>AR' TYPICAL SERVICE LATERAL INSTALLATION NTS F IG. W - 6 x z <1.15...�l 4 - P LUG .... ....... FOR TEE OR WYE FITTINGS WIDEN TRFNC- i TO � ACCOPiIfviOD \ T t ANCHOR IF� REQ 11DE D . r✓ PdG AS TIRED SECTION 1 -I DATE N w SECTION 2 - 2 .................................................................................................................. E....................I DEGREE ':. I PIPE BEND DIP!IENSIONS 06/22/15 VOL. TEE AND PLUGS Vol-, ' F ,FEE.) O / t I E - J. SHOWALTER EE F { _EI) y BEND LH T _........ L ........................ I T CHECKED BY 90 2.50 : 50 3.01 0.24 I nQ 4" 6" 45 _).00 _>.2`> 2.60 0.15 J zz 1/z 1.50 2.00: 2sz o.10 2.00 2.2 2,50 0.15 11 1/4 .1.50 2.00 I 2.50 0.10 O i w cT O 9fJ 3.66 3.16 3.2 1 0.� 3 o 0 ^ LL p 45 2.66 2.66 `:. 2.77 0.26 (D O d �o '2 1/ 2 I1.66 2.1 6 "c .F�) 0. 1 3 3.16 2.91 2.66 0.32 s ]'1 1/4 1.66 2. 16 2.67 0.13 E coo p� 90 4.83 3.83 3.4= 0.83 CL o O 0" & 12 45 3.33 3.58 ? 95 0.43 3.83 4.00 2.,c3.3, 0.52 22' 1 /2 j .?.33 2.58 2.5;3 0 _2 4 ON N > 1'l 1/4 1.83 %.33 I 2.84 0.18 a� :. iHRI_!ST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIREC_: 1014, CHAN'' SIZE, DEAD ENDS AND AT VALVES. LIJ Q� a) > Y USE 2500 P.` .1. CONCRETE. N ({7 U W W '�n- Q 110 CONC_Rt:TE SHALL BE POURED ON ANY FART OF FILE JOINT. N a'n � O =I. THE CONSULTING ENGINEER SHALT_ BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE c ALL THRUST BLOCKS. O O � CONCRETE 0 THRUST BLOCKS o U N!S FIG. W 3 TD - 3 PIPE vSLOT (2 PLACES) COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID y NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W- 7 TD -10 A, SIZE HINANCF VALVE THE WATER MAIN WATER 6' M 11\l (270") 7 CU. FT. ...... #68 STOI![ NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES iARLOTT E'S VILE THREADS WHICH IS THE LOCAL STANDARD. LENGI-H OF BRANCH VARIES 18' TO 10' ALVE BO WIT K" 6 GAT',` 36 `','i'J£ r r VALVE , r= y 1 L E '4 1 % SU.._ r '.S,1. CONCRE � .. --- _ BASE AND THRuS1 c n, BLOCK ACA S >.. .... , UNDISTURBED STA BLE SOIL. l ST EEL PILE :.5 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR v"vHE MAIN IN ALL INSTALLA-TIONS. I: � A FILL, ANCHOR rGALVANIZED P`, 11YE�I;AN 1 I� LOCATED O c,, F ,.�,_5 sF1aLL B T'r"IE VALVE TO THE HYDRANT WITH 2- 3/4" OR ASPHALT COATED THREADED RODS IN ADDITION (O POURING COI•ICR�TE, IF-ESSAR'Y, A ST E L FILE SHALT_ BE USED AS ADDITIONAL SUPPORT NOTE I SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. /AINTAIN A MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDIING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY F ROP7 THE FIRE HYDRANT AND VALVE BOX, 4. "THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCI-"I. T IS NOT Ai._l_OWED IT,] T HE DITCH J. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN V'JEf AREAS, TETE WEEP HOLES SHALL. BE P':_UGGED AND Tl --IE HYDRAI'dT Si -TALL BE Pl_ll`>PPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL T. S. FIG. W - 4 TD --7 J. PLUG i\VU V rIL- VL TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or o BRASS NIPPLE AND CAP T LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING _ 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIESVARIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD -16 E DATE N w 0 U V! 06/22/15 _o cu 0 0 DRAWN BY O Lw J. SHOWALTER E N O Q DESIGNED BY i/1y7�. 1 C. SHIFFLETT LU N N '- T- CHECKED BY tU O C. KOTARSKI �-'++¢ F - > 3 SCALE nQ O N/A QLL > J 0 w0> cu `° Q Z Q Q'�'°m z O w cT O < U o 0 U) LL p (D O d �o 4 20 11-U w 0 Avork U '✓ 2 z f2 QZ c�fl�CUju¢ vi o� C coo p� � N CL o O r� Ln rI Z N o2 ON N > 5Q �x U w � M a� U O O 0 LIJ Q� a) > Y U N ({7 U W W '�n- Q 2 N a'n � O N U = O O O O � 0 z d o U Q) N o V7 � O U Z) : Q. o 0 r r Lr) Ln 110 Uj ocoo ' o LLJ CNd < z � *-, Q) o 0 DATE N w V! 06/22/15 _o cu DRAWN BY O J. SHOWALTER N O Q DESIGNED BY i/1y7�. 1 C. SHIFFLETT CHECKED BY tU O C. KOTARSKI SCALE nQ N/A > J 0 cu `° N V! _o cu O N O Q i/1y7�. 1 Q T tU O nQ > J 0 cu `° Q LU Q < o 0 LL p O d �o 20 0 Avork U '✓ 2 z f2 o� C coo � N CL o O Z N o2 5Q �x a� O O 0 Q� a) > Y N ({7 U X0 N O N U 2 N a'n � O N U = O O E U � O � O U JOB NO. N o V7 � O U SHEET NO. Q. o FRAME & COVER (SEE FIG. S - I - D,E) SLOPED AREA -00, 'RUBBER COATED STEEL STEPS CAST IN PLACE--� PRECAS-1- REINFORCED CONCRETE SECTIONS "O" RING SEALS MINIMUM ELEVATION —`\y DIFFERENCE ACROSS M.H.5" FROM INLET TO OUTLET Sf--iALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE—, FILLETS CHANNEL 1-0 BE - 3/4 DIAMIETER OF CONTRIBUTIN;,a .......... SEWER. A FILLETED INVERT FOR A. SMOOTH TRANSITION OF FLOW B ETWE EN ', INLET & OUTLET PIPE SHALL BE 2'-0° STREET SURFACE OR NON -PAVED AREA 12" MIN M A X 3 41-0,f S 3' - 0" MIN VARIES 12" PROVIDED. \— MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE j SPECIFICALLY DETERMINED BY THE CONSULTANT FCR -IE 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. TYPIC^AI MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG, S - I - A TD - 21 L F- W O I CONIC. BASE H SLOPED TO FLOW NEL 1/4" : 1' MIN --- BRANCH 1 TIONS TO JH LES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT INSTALLED TYPICAL MANHOLE PLAN SNOWING BRANCH TIE - IN NTS FIG. S - I - B TD - 23 SLOPED AREA —� 1' - 0" IMAX rr` - oMIN I �/ 1 NOTE f 1 ? ............... ....... ........... ............ ........... o� : S 3' - 0" MIN VARIES 12" PROVIDED. \— MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE j SPECIFICALLY DETERMINED BY THE CONSULTANT FCR -IE 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. TYPIC^AI MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG, S - I - A TD - 21 L F- W O I CONIC. BASE H SLOPED TO FLOW NEL 1/4" : 1' MIN --- BRANCH 1 TIONS TO JH LES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT INSTALLED TYPICAL MANHOLE PLAN SNOWING BRANCH TIE - IN NTS FIG. S - I - B TD - 23 SLOPED AREA —� 1' - 0" IMAX rr` - oMIN I �/ 1 NOTE 12' u FRAME & (=OVER SEE FIG. S - I - D, E STREET SURFACE OR NON -PAVED AREA RUBBER COATED STEEL STEPS CAST IN PI ACE PRECAST REINFORCED CONCRETE SEC IONS WITH "(_" ;ZING SEALS ---,,OR APPROVED EQUAL THE DROP CONNECTION SHALL BE DUCTILE IROI`•l PIPE (CLASS 50) BACKFILLED 11\1 6" LAYERS AND COMPACTED BY HAND TAMPERS OR BACKFILLED WITH SELF - COMPACTING S T 0i\IE. MINIMUM FLEVATiON DIFFERENCE ACROSS M.H. FROM INLET TO 0 T -.ET SHALL BE 0.20 FEE-( A FILLS -IED INVERT I -OR A SMOG -f H TRANSITION OF FLOW BET�!EE J i II'JLET & OUL ET :IPL SHE`LL BE PROVIDED. .,; 3/4 DIA OF LARGEST PIPE IN MANI-IOL E MIN. 6" BEDDING WITI-i NIO. 68 STONE 1. BEDDING THICKNESS REOUIREiMEN_IS SHO'R'N ARE Nlil\]IIVIUM AND SHALL BE SPECIFICALLY DETERIVIIf"lED BY THE 'CONSULTANT FOR THE SOIL CONDITIONS. %. THE CONSULTANT SHALL DE?ERMII�IE WHE'. HER MANHOLES SI-IAI L HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINITS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4, SPECIAL CON SIDERA--(ION SHALL BE GIVEN FOR EN -FRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION FITS FIG. S -I -C TD -- 24 cr �T_ wD J J Ew EV) V) w �W cv � Jo 0 S E Q bE E00 E E-.- ,NU J ^z0 't om f 1 ? E E co o� : JO Q Q 16" MAX ' O �1 M I1 o E LU E 12"MIN J. SHOWALTER w1�2"MIN E VARIES DESIGNED BY UJI N N CHECKED BY 12' u FRAME & (=OVER SEE FIG. S - I - D, E STREET SURFACE OR NON -PAVED AREA RUBBER COATED STEEL STEPS CAST IN PI ACE PRECAST REINFORCED CONCRETE SEC IONS WITH "(_" ;ZING SEALS ---,,OR APPROVED EQUAL THE DROP CONNECTION SHALL BE DUCTILE IROI`•l PIPE (CLASS 50) BACKFILLED 11\1 6" LAYERS AND COMPACTED BY HAND TAMPERS OR BACKFILLED WITH SELF - COMPACTING S T 0i\IE. MINIMUM FLEVATiON DIFFERENCE ACROSS M.H. FROM INLET TO 0 T -.ET SHALL BE 0.20 FEE-( A FILLS -IED INVERT I -OR A SMOG -f H TRANSITION OF FLOW BET�!EE J i II'JLET & OUL ET :IPL SHE`LL BE PROVIDED. .,; 3/4 DIA OF LARGEST PIPE IN MANI-IOL E MIN. 6" BEDDING WITI-i NIO. 68 STONE 1. BEDDING THICKNESS REOUIREiMEN_IS SHO'R'N ARE Nlil\]IIVIUM AND SHALL BE SPECIFICALLY DETERIVIIf"lED BY THE 'CONSULTANT FOR THE SOIL CONDITIONS. %. THE CONSULTANT SHALL DE?ERMII�IE WHE'. HER MANHOLES SI-IAI L HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINITS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4, SPECIAL CON SIDERA--(ION SHALL BE GIVEN FOR EN -FRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION FITS FIG. S -I -C TD -- 24 cr �T_ wD J J Ew EV) V) w �W cv � Jo 0 S E Q bE E00 E E-.- ,NU J ^z0 't om \ E E N E cn 0 a 0 wW crm Q O m < Y E J 0) co uj0 0 d/ 0Eo� _L'd BEtl) 00 Y 4 -0Lo Nom, ��Q U Nco E N0 W Ez co w O �CL Lil 't o Q \Z o E i� coo E �v o E \ E L co u E to oV) E co o� JO Q Q v� O �1 M I1 \ E E N E cn 0 a 0 wW crm Q O m < Y E J 0) co uj0 0 d/ 0Eo� _L'd BEtl) 00 Y 4 -0Lo Nom, ��Q U Nco E N0 W Ez co w O �CL Lil 't o Q \Z o E i� coo E �v o E \ E L co u E to DATE I Z Q a v Q Q �_�E � F- ®O o E LU �E �c�o J. SHOWALTER E � N \E o N DESIGNED BY UJI N N CHECKED BY 00 N <( LL 1 TYPICAL MANHOLE FRAME &COVER N.T.S FIG S -1-D TD -25 SEVVEP, SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SENDER SERVICE LATERAL CONNECTS) TO .A MATT-i( AND NO INVERT ELEVATION FOR Ti --!E SER\%ICE LATERAL IS INDICATED , THE TOP (CRO'v'VN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER-HAEN THE ?OP (CRO1^dPl) SLE`/AIIOPJ OF THE THE LOWEST PIPE CO;`1PJECTEO TO THE IVANI-RDLE. i 2. SEWER LATER.AL's TAPPED INTO PIN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. I011\111MUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 291u (1/4" PE�A R FOOT j 4. ALL SEWER LATERALS SHALL HAVE A MINII IUM CC%VER DIAMETER 2' MIN OF 4". 5. ALi- SEWER LATERALS SHALL HAVE A MINiiV,UM COVER OF 3 FEET. SALT TREATED FINISHED GROUND X 4 ('DARKER ... '_c...........�........:-c.................................. ............................ _. ...... I i`.., PLUG END OF LATERAL MAIN LINE SERVICE LA j SECTION 45 a 0,0 , is w t IN LINE WYE TEE j PLAN ' VARIES SEWER SERVICE LATERAL CONNECTION N.i.S. FIG, S-2 TD - 27 0 to DATE v 0 06/22/15 � ca ®O DRAWN BY 3 a� J. SHOWALTER NE DESIGNED BY C. KOTARSKI Lu iv I- CHECKED BY Q C. KOTARSKI uj¢ m o SCALE O U N/A uu.. w` > p LL L,0 5r O O 5) < z u aC W ami M o m Q =j o®' i J o a� ~ Ll.. 0 Lu V d z[_m r � Q - a a) mo w z 0 0 v d Cr vi U- W z �0 o T F O �i1�O J 70 N _ 0%0 F- n, Ln Ln fIJ11��N D0 a0 �N j a> Ir) U O z N Lu °' M o0� Q �Q a) F N J uj O U F W W I` — Y Qo N (4 O N U W Ln O O 2 N N (6� O N U 0 O 0 7 U t6 o O C .O— -O U JOB NO. t o 's :D O O U W In 0 UUqcr, �o OU Q o Cl. Y Q) -0 'n °' F E F_ 0 0 0 0 0 > ui nm Ln z ¢ u <N" \ \ \ +-i O O N O a an0 15 a� U O 41 to DATE 0 06/22/15 ca DRAWN BY 3 a� J. SHOWALTER DESIGNED BY C. KOTARSKI CHECKED BY Q C. KOTARSKI m o SCALE N/A > � O O 5) an0 15 a� U O 41 0 ca 3 a� o 0 Q Q m o 0 > � O O 5) < u m Q r J o a� Ll.. 0 � yj - a a) mo z 0 0 v z �0 o T F O �i1�O J 70 N fIJ11��N D0 a0 a> Ir) O z N o0� �Q a) F N O If Q� — Y N (4 O N U X O N O O U 2 N N (6� O N U O O O 7 U t6 O C .O— -O U JOB NO. t o 36167cu � U In SHEET NO. �o OU Q o Cl. 3 Q) -0 'n °' F E It v y N U O O N 7O U Cc 0 CD C D � Q U O � N O co U c co N O � U CL N U N N N "- -71 : F. : Al;��slonAL aT L W O U z O O O w g D � z o. O v� LU U rY �C U (W7 O O W z O �Zq�? U) O O U W U Q) cC Ljr) Lr) �o Q)0 Q) Q:� 0 W N N N N DATE 06/22/15 DRAWN BY J. WILSON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 30' O N O N (6 L N tA Q N O < O'd O Q E Q T O U ca Q 7—) O 0 U 8 � N � D N Q< JOB NO. N � U LU O ti 70 c N SHEET NO. Q o j/�j C3: co _ a o a) N U N L./ H j O tA Q N O < O'd a - 'Q) E �O70 o O O U ca Q 7—) z 0 U 8 � N � 2 2i o � Q U JOB NO. � U 36167 7cou N 70 c N SHEET NO. Q o j/�j C3: co _ a o N O E O U ca 8 � N � � Q U JOB NO. o 0 N— U 36167 7cou N O O O C U SHEET NO. Q o j/�j C3: a) N U N L./ H * A SITE VISIT WAS PERFORMED ON 10/14/15 TO LOCATE EXISTING TREES. ONLY TREES WITH A DIAMETER OF 10" OR GREATER WERE LOCATED. Jl�tiLC I —JV 0 30' 60' E O cv p C) E o, E LU � Z: r1i, ai LL = Lu ®'j f� LY m CL +� co +.L a- U) U W U m X 0 ui !i _ c Ul i- cN Ln o� N rn� m w O z t9 O F- 0 LU LU U =C z 0 2 U) 7 O r W Z z � O O U CL o c� p V W z CL (D t!) W w U W W O O Z 9 O Q 0 O O U W U U q Llr) Ln o o 000CD o 0 W N N N rN O O DATE 06/22/15 DRAWN BY 3, WILSON DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE 1 "=30' U.1 N O q1 f6 N 0 O Q. 1 O i O N N O N O C cu < —i 0< cu ca ui m o LL uj LLI oa <Lu :D �O o( -q 0 z 0 u w s� a� cu -5 u �O 0 U r� zN ON Q 2 a) � N Off.. O 0 O 2 N C > Y N (B � y U X 0 vO O U L O d N (6 O O N U O O N Z3 7 ca U (6 ?r tU .O O � U JOB NO. 0 '— o N U 36167cu V c: O O SHEET NO. Q o x'3,1 T TREE PRO E TMO I I' ' ::. FENCING_ F 3CD i 1 - 1 f l a a S J - o N Jl�tiLC I —JV 0 30' 60' E O cv p C) E o, E LU � Z: r1i, ai LL = Lu ®'j f� LY m CL +� co +.L a- U) U W U m X 0 ui !i _ c Ul i- cN Ln o� N rn� m w O z t9 O F- 0 LU LU U =C z 0 2 U) 7 O r W Z z � O O U CL o c� p V W z CL (D t!) W w U W W O O Z 9 O Q 0 O O U W U U q Llr) Ln o o 000CD o 0 W N N N rN O O DATE 06/22/15 DRAWN BY 3, WILSON DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE 1 "=30' U.1 N O q1 f6 N 0 O Q. 1 O i O N N O N O C cu < —i 0< cu ca ui m o LL uj LLI oa <Lu :D �O o( -q 0 z 0 u w s� a� cu -5 u �O 0 U r� zN ON Q 2 a) � N Off.. O 0 O 2 N C > Y N (B � y U X 0 vO O U L O d N (6 O O N U O O N Z3 7 ca U (6 ?r tU .O O � U JOB NO. 0 '— o N U 36167cu V c: O O SHEET NO. Q o x'3,1 N SCALE 1"=30' 0 30' 60' UTILITY EASEMENT (FOR RIVANNA WATER & SEWER AUTHORITY & CITY OF CHARLOTTESVILLE GAS) DB 3563 PG. 682 & STORAGE SYSTEM #1 J. WILSON 4 } C. SHIFFLETT } C. KOTARSKI DRAWN BY 1"=30` ~ ry 0 0 ' 3 cv E Lu ry , } F- ua ¢ 5 ; U : 472.0 i; = Lu LLLu a J � co Lu. aN '1 O U i3f? ri 3 t� 44 i < � t¢i. W F cr- 3R.) ; r �U�� o 51 18 Jf T6 J rq Ln u� w ev w J. WILSON DATE C. SHIFFLETT Q v C. KOTARSKI DRAWN BY 1"=30` ~ ry 0 0 cv E Lu ry , F- ua ¢ O U g uu'. as 3 = Lu LLLu a J � co Lu. aN O U F- u < � t¢i. W cr- �U�� o rq Ln u� w ev w m �r � � U Q uj W OOU� W 0 O © O U jj Lo :DOOUu�i s UU ct� !i� Q �o uj 0 d 114 Z rw O O J. WILSON DATE C. SHIFFLETT 06/22/15 C. KOTARSKI DRAWN BY J. WILSON g N U C d1 N O cu f0 N N 00 - cu Qm f� o i' • 0 Q W _a 0 i c <L 0 J c cu Lu < 4- o L 0 L O E- �Q �O U (D o �z '—'' -02 � o 2 cu E `u o c o ,uw 0 0 0 0 z� o� 2Q - X v C, 0 0 u� 7 N U X 0 O O N U � N 0 VI U C LO N 0co U co O 0g c U 4 JOB NO. 0 o N .- (B U 36167 N 0 O J SHEET NO. 1-0 C4.0 w DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=30` g N U C d1 N O cu f0 N N 00 - cu Qm f� o i' • 0 Q W _a 0 i c <L 0 J c cu Lu < 4- o L 0 L O E- �Q �O U (D o �z '—'' -02 � o 2 cu E `u o c o ,uw 0 0 0 0 z� o� 2Q - X v C, 0 0 u� 7 N U X 0 O O N U � N 0 VI U C LO N 0co U co O 0g c U 4 JOB NO. 0 o N .- (B U 36167 N 0 O J SHEET NO. 1-0 C4.0 w TIE TO EXISTING WATERLINE WITH TAPPING SLEEVE AND VALVE. VERIFY LOCATION AND ELEVATION 9+50 10+00 EXISTING;GRADE 1475 470 465 - — — — ----------- 460 PIPE 107A (STORM) 3.5'M N 455 11+00 12+00 PROPOSED GRADE 13+00 14+00 MH1 EX1 HORIZ SCALE.- 1 "=50' VERT SCALE: 1"=5 00, CLASS 52 DIP 4" WL ST 12+74.0 1.5' 8X TEE; 8"X4" RED.; 4" GV . ..... . PIPE 2-3 (SANITARY STA. 12+29.7 w 8"X6" TEE; FHA PIPE 109 (STORM) CLASS 52 DIP 8" WL 4 475 8" GV 470 m 4551 PIPE 5-5A Lu < v > TOP 478.26 INV OUT 472.73 (8-7) 8 485 (SAN ITARY) P STA 12+37.65 TOP 473.80 PIPE '1011A V TOP 475.12 6 INV IN 463.68 (2-3) U. uj 0 '5; r- (STORM) 450 Lu (,u < J 4 50 ® C) Lo Lo r- co Qo Lo 11\1�1 n I I INV OUT 469.02 (6-3) INV OUT 463.48 (3-4) CD . Lo C) L0 co (D t'16, I- (D "It CD P61 N It I- d co r- r- U) = �T 0 C. KOTARSKI 9+50 10+00 11+00 12+00 13+00 WATERLINE A CLASS 52 DIP HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 15+00 TYPE -A BLOW OFF ASSEMBLY REFER TO DETAIL SHEET C1.2 COMPACT FILL TO A MINIMUM DENSITY OF 95% OF THE STANDARD PROCTOR. 14+00 14+50 16+00 CONNECT TO WATER LINE A WITH 8X8 TEE; 8" GV ELEV = 469.25' 17+00 17+50 485 STA 10+00.00/ Lu < v > TOP 478.26 INV OUT 472.73 (8-7) 8 485 47 STA 11+36.19 TOP 477.58 7 INV IN 471.10 (8-7) INV' OUT 470.90 (7-6) PROPOSED GRADE 8-7 470132.19'OF ........................... ............. ..... ...... ..................................... ....... 1.24% COM CT FILL TO A'MINIMUM ENSITY OF 95% OF THE 465 STANDARD PROCTOR. 9+50 10+00 4. 44-11 wk - No "10, A CRAIG _1W, J. �"-"af'AITRS wu > ldc� No. 040,0-48507 !? 2'2511 r ly'r J 'Y' -e 4i ij E 0 u C) o, E U.1 C-1 E r r'j 4- STA STA 13+03.59 3 Lu < v > P STA 12+37.65 TOP 473.80 V TOP 475.12 6 INV IN 463.68 (2-3) U. uj 0 '5; r- DRAWN BY 1 V I INV IN 469.22 (7-6) INV IN 46168 (6-3) Lu (,u < J DESIGNED BY ® C) 0 11\1�1 n I I INV OUT 469.02 (6-3) INV OUT 463.48 (3-4) fj co u 1 ;� o c' 0 00 r- U) = �T 0 C. KOTARSKI I'- Q Lu U m -ti 0 CHECKED BY C. KOTARSKI uj X u 11+00 12+00 13+00 14+00 MH7 - M H 2 vi LL_ ui SCALE HORIZ SCALE: 1"=50' 5- AS NOTED (n U) r -j Lq 0 r-4 Ln U) V) .................................. ....... ............................... ................................................. .............................. .............. ................................... .................. ON > EXISTING GRADE cn ui ry Lu < + LZ .. ...................................... ........................... ............ ......................... ....... ................................................. C) 0 z z Uzi C) x � 0 ............... . . ..... ................. ... ................... .. .... ................. ... ................ .......................... ................................................ . ............................. Ln Ln lo 2 2 97 2.2' .46'OF WATERLINE A uj 8 PVC > uj uj @ 72% . . . Lr-) 9 6 1.5 07 PIPE 219 .0 61, v, STO v 0 — DATE ................................. ............................. ....... ;;;o ............ ...... .... .... ........................... ................. ............ ............ > COMPACT;FILL TO A MINIMUM DENSITY OF 95% OF THE STANDARD PROCTOR. PIPE 225 (STORM) PIPE 6-3 (SANITARY) 1.3' A. 13+28.95 i" TEE; FHA PROPOSED GRADE PIPE 223 (STORM) 9+50 10+00 11+00 12+00 13+00 14+00 WATERLINE B 8'," CLASS 52 DIP HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 8" GV 0 0 50 PROFILE SCALE 475 470 D D 15+00 JOB NO. 36167 SHEET NO. C5. 0 06122115 0 DRAWN BY J. WILSON DESIGNED BY ® C) 0 m . 0 0'> It O 00 r- C. KOTARSKI I'- CHECKED BY C. KOTARSKI 11+00 12+00 13+00 14+00 MH7 - M H 2 SCALE HORIZ SCALE: 1"=50' 5- AS NOTED VERT SCALE: 1"=5 COMPACT;FILL TO A MINIMUM DENSITY OF 95% OF THE STANDARD PROCTOR. PIPE 225 (STORM) PIPE 6-3 (SANITARY) 1.3' A. 13+28.95 i" TEE; FHA PROPOSED GRADE PIPE 223 (STORM) 9+50 10+00 11+00 12+00 13+00 14+00 WATERLINE B 8'," CLASS 52 DIP HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 8" GV 0 0 50 PROFILE SCALE 475 470 D D 15+00 JOB NO. 36167 SHEET NO. C5. 0 A 223 61.39' OF 15" HDPE @ 0.77% 221 187.24' OF 15" HDPE @ 0.76% 219 M 0 v Lo iz: C) C) 0 0 co o LO 5" HDPE 1.5': 465 m Lf) Lr) Lf) LO (D LO + C) 6 N C\l -0 COw r- r- �,t 0 Lo 0— < IL �_ 0 > > r) + q I— 'IT I ARY) 215 c) CR —222: DI -213 6 ft Throat STA A0_f6l.39 � V) N 7 0') (o = (00') LO (D 04 N (0 (0 (0 (0 < > > 0 > z z U) z 15" HDPE 15" DPE co I-1 C) C) co .t CD - TOP 475.76 cc) r- c) m It clJ + (.0 (D c� CO 0 CTO 6 66 < > > C) Po> z C) z U) I— cy) I + LO I— C:) I' - D INV IN 471.33 (223) 1 10 � q, z z 0 't r LO M 0 "T cq "t Z 7' 0 N O W 0 Lo C) 7 NC) - Lo . U) < Q 0 INV IN 470.74 (227) ! 6 c� a- — 0 > > > 00 < a- 0 > > > mai ce) cq Lo 14 N Lo LO N CA 485 C14 N �- 0 U) INV OUT 470.64 (221) C\l U) F-- z z NU Z z Z 485v= 0 > > co r c\j 04 0 z z C0 z z U) PROPOSE 226: DI -313 6 ft Throat 00 CD 0) -t r s9 (D 465 U) CD C) Iq (D GRADE i + o (0 ,,� L0 Oct EXISTING :NG PROPOSEDr, PROPOSED GRADE C\l Lo CD ;T Co (D cl) + 0 GRADE . + 00 �- Lo STA 10+00.00 C z z 0 0 NQo>> > a- 0 > 0 L TOP 477.42 i > > > 460 470 EXIST] G GRADE C\l co INV OUT 470.35 (225) 0 C,4 U) z z z 480 ........... ... ....... .. . ............ .............. co co c� . ..... 480 485 485 .............. + -t Z 0 < 0- 0 > > z z PROPOSED GRADE 04 U) 475 ---------- ............. 475 480 .............. 480 --------------------- WATERLINE B EXISTING GRADE A70 . ..... 1.0'-,- 475 475 223 61.39' OF 15" HDPE @ 0.77% 221 187.24' OF 15" HDPE @ 0.76% 219 C) v Lo iz: C) C) 135-32' OF 0� co o LO 5" HDPE 1.5': 465 m Lf) Lr) Lf) LO Lm, C) cr) fM LO + C) 6 0.5% 465 -0 COw r- r- �,t 0 Lo PI E 6-3 < IL �_ 0 > > r) + q I— 'IT I ARY) 215 213 Z 0 (SAN 24.07' OF 23.4 'OF < > > 0 > z z U) z 15" HDPE 15" DPE co I-1 475 1.20% @ 1.23% ACZn —,(D 0:— It z 0 9+50 10+00 11+00 12+00 13+00 STR224 STORAGE SYSTEM #2 HORIZ SCALE: 1 "=50' VERT SCALE: 1":=5 W 0 0 C) m 0 Lo iz: C) C) 00 0� co o LO CD Cflc� m c. 465 m Lf) Lr) Lf) LO Lm, C) cr) fM LO + C) 6 29.99' OF -0 COw r- r- �,t 0 Lo cl) + co CD co 'IT < IL �_ 0 > > r) + q I— 'IT 0 460 0') cr C) Z 0 < Th -O> 06 CD < > > 0 > z z U) z co LO L0 (D L11) CD L0 0 u� co I-1 475 /cl) + (.0 �T 0 —,(D 0:— It z 0 < < - 66 < > > C) Po> z C) z U) I— u) 1— 475 7r, 4, 't r LO M 0 "T N O LO LO + Lo ,Zr -�t Z C) 7 NC) - Lo . U) 0) 0 `-, i EX 470 mai ce) cq Lo 14 N Lo LO �l + (D Lr) CD Q0 GF - U) I--- E: �� , I. - 470 0 C) 0 > > 04 0 z z C0 z z U) PROPOSE < 0 0 (D 465 U) CD C) Iq (D GRADE i 109 29.41' OF 15" HDPE @ 0.73% 450 107 79.02' OF @ 1.82% 105- 13.32' OF 15" HDPE @ 2.33% STORAGE SYSTEM 4 66 LF - 96" CM 475 TING DE 470 05% 465 460 INV 457.14' 455 450 445 0 C) O 1.91 00 0� co m m ,) LO LO cq (.0 (0 m c. 465 cm I- co "t q fl LO + C) 6 29.99' OF 0 < 00 < IL �_ 0 > > C) U) z z < 460 0') cr C) U3 0 u) (D CD c\l 455 Fn CD 0 00 co LO L0 (D L11) CD L0 0 u� 00 00 1-- G I- 0 Lo + cl) /cl) + (.0 �T 0 —,(D 0:— It z 0 < < - 66 < > > CD i_ 0 > Po> z C) z U) I— u) 1— 475 7r, 4, 9+50 10+00 11+00 12+00 9+50 10+00 11+00 STR1 12 - STORAGE SYSTEM #1 STR1 1 OA STR1 08 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 STEEL PLATE WEIR WALL STORAGE SYSTEM #1 66 LF - 96" CMP INV 451.50' 455 WATERLINE B 470 225 26.41' OF STORAGE SYSTEM #2 15" HDPE 135 TOTAL LF 108" CMP 465 @ 1.28% 3' 4 465 EEO 14+75 9+50 10+00 10+75 STR226 STR220 HORIZ SCALE: I "=50' VERT SCALE: 1"=5 470 PROPOSED GRADE 465 455 0.5% 450 0 m o — O 1.91 00 (D 470 470 : LO LO cq (.0 (0 IL EXISTING GRADE 465 465 109A PROPOS 29.99' OF 121 12" HDPE 0 @ 0.90% < P 0 > 460 460 n N U) I— z z z 480 EXISTINGIGRADE STEEL PLATE cli & 455 455 WEIR WALL 107A PIPE 4AJ4 465 28.05' OF (SANITARY) 15" HDPE 460 @ 1.25% i 6TERLINE A 450 450 445 445 't r LO M 0 "T 9+50 10+00 11+00 12+00 9+50 10+00 11+00 STR1 12 - STORAGE SYSTEM #1 STR1 1 OA STR1 08 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 STEEL PLATE WEIR WALL STORAGE SYSTEM #1 66 LF - 96" CMP INV 451.50' 455 WATERLINE B 470 225 26.41' OF STORAGE SYSTEM #2 15" HDPE 135 TOTAL LF 108" CMP 465 @ 1.28% 3' 4 465 EEO 14+75 9+50 10+00 10+75 STR226 STR220 HORIZ SCALE: I "=50' VERT SCALE: 1"=5 470 PROPOSED GRADE 465 455 0.5% 450 0 m o — O 1.91 00 (D 15, NDP99 @ CD CD co (.0 LO LO cq (.0 (0 op C\l (.0 CDom -0 0 (D C-0 [-- t-- q (0"(.0 cl) + (0 + ,- 121 0 It F54 0 0 29.56' OF < P 0 > > 0 > 480 n N U) I— z z z 480 EXISTINGIGRADE STEEL PLATE cli <0> �- z> > A R r, AfiS WEIR WALL 475 475 PROPOSED GRADE 1470 5 . .. . . ..... WATERLINEI A 209 60.19' OF 15" HDPE @ 1.60% 470 465 9+50 10+00 11+00 11+50 STR21 0 STR218 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 445 435 9+50 10+00 11+00 12+00 RAGE tA STOrNGE SYSTEM #1 EX2 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 465 < 0 O 1.91 lz (D 15, NDP99 @ 62.49, OF 0 C) 101 @ 1,65% (D C) Lo IDDLo 115" HDPE 121 M C? 0 ,T " g + 0 It 29.56' OF 15" HDPE Ej ID ID Z 0 E @ 1.07% 445 cli <0> �- z> > A R r, AfiS C) co F- — z z @ 0.81 465 ;Z, rn rn 465 460 C) i < CO cqO0 C) 't r LO M 0 "T N LO LO + Lo ,Zr -�t Z C) 7 NC) - Lo . U) — 0 000, 't m < CL 0> > (D F . .. ... ', �l + (D Lr) CD Q0 - U) I--- E: �� , I. - 470 It 0 �3 z — 6 < 0- > > 04 0 z z U) < 0 0 (D 465 U) CD C) Iq (D 0 O (0 ,,� L0 Oct EXISTING :NG (D LO CD C\l Lo CD ;T Co (D cl) + 0 GRADE . + 00 �- Lo 0 T D 0 z Z 0 0 NQo>> > a- 0 > 0 0 z z z — U) L z 460 470 470 445 435 9+50 10+00 11+00 12+00 RAGE tA STOrNGE SYSTEM #1 EX2 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 465 465 O 1.91 -i 103 36_-u4--,_ 'Op 15, NDP99 @ 62.49, OF 0 15" HDPE 101 @ 1,65% H. :25.08'OF 450 115" HDPE 121 @ 1.87% 38.11' OF 445 435 9+50 10+00 11+00 12+00 RAGE tA STOrNGE SYSTEM #1 EX2 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 465 465 480 (D 460 460 rl O WATE 455 455 M (D 450 50 . ......... 4 121 101A 38.11' OF 29.56' OF 15" HDPE 15" HDPE @ 1.15% E @ 1.07% 445 445 U) F-- A R r, EXISTING GRADE PROPOSED GRADE ZLINE A PIPE 4-5 (SANITARY) 9+50 10+00 11+00 STR 122 STR 102 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+30 10+00 11+00 12+00 13+ a) 480 (D 0 0 O N to co M (D LO N - (.0 F - 0 m 00r- C) q 9+30 10+00 11+00 12+00 13+ a) 480 (D PRO[POS -D GRADE 475 C4 0 L M iz- cNq 04 c\l rIT co (1) —(0 = C) M (O - (.0 F - 0 m 00r- C) q CD LO C�l + LO 0c) = LO + e�_ (D I- 0 Z Z 0 < n < 0- — 0 > > > 48.42' OF F- 0 > Z Z Z cq U) F-- A R r, AfiS 480 480 PRO[POS -D GRADE 475 475 EXISTING 470 227 u 470 48.42' OF 12" HDPIE @ 0.81 465 465 460 i 460 d— SRADE 9+50 10+00 11+00 STR 228 STR 222 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 50 PROFILE SCALE 3V to u� j,. rr FAT01W J. SKI L1,01., No� 04020A85r, j? �2 51 J 'Al m E 0 0 C) 0, E r -j E U.1 Lu < Lu 0 5 W w < -1:I:j 00 > w ;40 0i 0 (D uj U m z# -_%T 0 I. -x u 0 uj < cn Ell U- Lu 0 cc 4-; L vi aQ, Ln 0 to rj Ln > uj rm uj U) 0 0 0 0 U) O cY � Ln Ln lo cl Lu C) Q) . . . CD Q) > III N CN CN uj < < cS z " Q) Q) 0 V) DATE > 06122115 0 DRAWN BY J. WILSON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE I. AS NOTED U) < > LLJ 0 < Lu Lu, < LL_ 0 < � r,000 0 zu - JOB NO. 0 36167 SHEET NO. C5.1 LOW POINT STA = 10+50.00 LOW POINT ELEV = 460.39 PVI STA = 11+54 PVI ELEV = 462.47 A.D. = 8.00% K = 26.00 HEADLIGHT S.D.= 157.01 HIGH PT STA = 13+24.03 HIGH POINT ELEV = 477.07 PVI STA = 12+94.03 PVI ELEV = 476.47 A.D. _ -8.00% K = 7.50 STOPPING S.D. = 164.89 485 N 1\ O �O NN 208'V d qlt d� tido- C1 60' VC 485 5 o " 0 � M O d co fes_ O O liir � "' a� d M Co11- LLJO �t h NR F >m a > U o O 6) O M Q O'. tom- + d' Oi00 r 11 + d' II Q U. a?3 O o co: N W 11 W F - J L `r _ 00 + LL0 O + € ct) > i cA > O 480 U �' a e.i n -� 2o _.....mom; II �? _m . ........ ............ U ul...................... ..... 480 (D UJ U r 11 v O © L•Li Q 11 `"U m I w re' LU >"> U m U, Wp0 o /o 2� 0_o 7 m < EXIST. ;GRADE W^, ROAD A EP Z p U� F=-- cv Lo (ten STA=13+ 5.35 N 475 U r = w o Q� .......... ELEV = 47 .500 _---- _------------------- _. 475 o � a� c � Y M LU i ~ W W cu Imo- U c o 0 CD -1 E U cu ® o 6 o) ui O O o o N 36167 •- � V ® h h O C5.2 O 470 _._ 1 ..__._ ........................... _.. _.. ___� „; ............ _. __..._ __----._. __ __------.__ _._._ ._.... _ __ 470 F ® V) Ln �D '�D LU O Ouj O f O ROAD B INTERSECTION STA 12+69.17 O 465ELEV VS DATE 473.97 465 06/22/15 0 DRAWN BY J. WILSON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS NOTED PROPOSED GRADE • 460 2 ._ - ............... - 460 m.. TIE TO SHEPERDS 455 RIDGE ROAD EP AT 455 f EtEVAThE){� 459:39' ------ .............._... _..................._. _........----....._ _ _ _ 450......_. ___._......................................:...._._..._._- ..............._................_.._._........ - ..._............._...._..._. _ ._._ _ �..�........._........ . - _.._m_ ... __... _. 450 445 445 6) r-- 00 O mac') mac? 0co Mco L6 Cho ChN MLo dam' �� 't �� It d tid Cf d� d 9+50 10+00 11+00 12+00 13+00 14+00 14+50 HEIGHT OF OBJECT: ROAD A CENTERLINE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 1480 1475 EXISTING GRADE 470 465 3.5' 460 HEIGHT OF EYE: 3.5' PROPOSED GRADE HEIGHT:OF OBJECT: 3.5' 7+20 8+00 9+00 10+00 ROAD B SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=30' VERT SCALE: 1 "=3 490 4751 4701 465 4551 11+00 11+50 LOW POINT STA = 10+62.00 LOW POINT STA = 10+22.00 LOW POINT ELEV = 474.33 LOW POINT ELEV = 473.63 PVI STA = 10+76 PVI STA = 10+22 PVI ELEV = 474.61 PVI ELEV = 473.53 A.D. = 0.41 % A.D. = 4.00% K = 67.55 oQ' ROAD A INTERSECTION STA 10+00.00 ELEV 473.97 HIGH PT STA = 12+67.22 HIGH POINT ELEV = 478.69 PVI STA = 12+82 PVI ELEV = 479.59 A.D. _ -6.41 % K = 18.71 STOPPING S.D. = 228.29 9+50 10+00 11+00 12+00 13+00 14+00 ROAD B CENTERLINE PROFILE 475 470 1450 1445 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HEIGHT OF OOJECT: 3.5` HEIGHT OF EYE: 3.5' 280' gLQ'8TANC Lfii1 0 I EXISTING`) GRADE 0') Ch d C1 CI Lo PROPOSED G 15+00 15+50 HEIG ! T OF OBJECT:; 3.5' y�- 7+00 8+00 9+00 10+00 11+00 12+00 ROAD A SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=30' VERT SCALE: 1"=3 4 4751 4701 9 460 455 5 450 13+00 0 50 PROFILE SCALE 0 50 PROFILE SCALE E N 1\ O �O NN X00 d qlt d� tido- C1 HEIGHT:OF OBJECT: 3.5' 7+20 8+00 9+00 10+00 ROAD B SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=30' VERT SCALE: 1 "=3 490 4751 4701 465 4551 11+00 11+50 LOW POINT STA = 10+62.00 LOW POINT STA = 10+22.00 LOW POINT ELEV = 474.33 LOW POINT ELEV = 473.63 PVI STA = 10+76 PVI STA = 10+22 PVI ELEV = 474.61 PVI ELEV = 473.53 A.D. = 0.41 % A.D. = 4.00% K = 67.55 oQ' ROAD A INTERSECTION STA 10+00.00 ELEV 473.97 HIGH PT STA = 12+67.22 HIGH POINT ELEV = 478.69 PVI STA = 12+82 PVI ELEV = 479.59 A.D. _ -6.41 % K = 18.71 STOPPING S.D. = 228.29 9+50 10+00 11+00 12+00 13+00 14+00 ROAD B CENTERLINE PROFILE 475 470 1450 1445 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HEIGHT OF OOJECT: 3.5` HEIGHT OF EYE: 3.5' 280' gLQ'8TANC Lfii1 0 I EXISTING`) GRADE 0') Ch d C1 CI Lo PROPOSED G 15+00 15+50 HEIG ! T OF OBJECT:; 3.5' y�- 7+00 8+00 9+00 10+00 11+00 12+00 ROAD A SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=30' VERT SCALE: 1"=3 4 4751 4701 9 460 455 5 450 13+00 0 50 PROFILE SCALE 0 50 PROFILE SCALE E LL O U U) _j N 5 o " 0 � liir � "' a� LLJO m F >m a > U o O Q N m Q U. a?3 pLL= Lu F - J L `r _ 00 o LL0 O O w ,;; pi O D_ �o U e.i n -� 2o O O (D UJ U r O © L•Li Q U zcl � re' LU �tz tz 0_o 7 < o Z p U� F=-- cv Lo (ten N >LU U r = w o Q� o � a� c � Y LU U ~ W W cu Imo- U c o 0 E U cu ® o 6 o) ui O O o o N 36167 •- � V ® h h O C5.2 O U W s O O F ® V) Ln �D '�D LU O Ouj O O O VS DATE 06/22/15 0 DRAWN BY J. WILSON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS NOTED • LL _j N 5 Q 0 A liir � a� LLJO m > U o Q N m Q J L � o LL0 O D_ �o � �r -� 2o O O 2z �5i o� cl zcl � �tz tz 0_o 7 < o Z o o r = w o Q� o � a� c � Y �N X� o .o � U i cu U c o 0 E U cu ® o 6 o) .o. -p U JOB NO. o o N 36167 •- � V n o � U SHEET NO. Q o C5.2 y AREA JRUNOFF (AC) COEFF. STRUCTURE NUMBER DRAINAGE DIVIDE 0 DATE 06/22/15 3. WILSON DESIGNED BY C. SHIFFLETT co O CHECKED BY a vi C. KOTARSKI SCALE SHEET NO. 1" = 30' 0 sr+'i"� i��j O. T C s E W Lu O iY� LL u . O U 1w a� u C C6 a CL w O )""q f6 Q C I— � m +J J � j O Lu o cr ® LL O U L D - 9J D- �O 0 fI 0 L O 0 Wui Lu s 2 o � 1 w ' C >j - cu zc o � W a o O � O (f) Lr) N O0 m i+ 1 (V / Q N H N Lu U ~ W w z W zc � 0 � ~ �` U q W �s 0 OOU UU cC ~ Lnh�o w ui o000 0 m z d a o z o 0 0 DATE 06/22/15 3. WILSON 0 C 7 s ai N O U C d7 > v O N DESIGNED BY C. SHIFFLETT co O CHECKED BY C. KOTARSKI SCALE SHEET NO. 1" = 30' C5.3 sr+'i"� i��j O. T C s 0 C 7 s ai N O U C d7 > v O N O 0 O O Q Q � O) (U C N (4 U c aKi o O U TZ; ca cO cn U C Q U cu U 5-0 JOB NO. vo 0 N �- � U co O N N C NO A SHEET NO. ■ C5.3 sr+'i"� i��j O. T C s � ujO g (U O iY� LL u . C s u C C6 CL Q Lul/— W )""q f6 Q C "� ` O O LL O D - 9J D- �O 0 0 L O 0 Lu s 2 o � v) C >j - cu zc o � a o O � Z N O0 m Q N H N O 0 O O Q Q � O) (U C N (4 U c aKi o O U TZ; ca cO cn U C Q U cu U 5-0 JOB NO. vo 0 N �- � U ION36.67 N N C U SHEET NO. Q o C5.3 s EXIST. 50' RE SERVED FOR EMERGENCY ACCESS EASEMENT TO BE DEDICATED PLANT MATERIAL SCHEDULE QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE CANOPY COVERAGE (SF) TOTAL CANOPY (SF) 18 QUERCUS PALUSTRIS PIN OAK 2.5" CAL 419 11,732 13 FRAXINUS AMERICANA ROSE HILL WHITE ASH 2.5" CAL 253 4„048 34 ILLEX X ATTENUATA 'FOSTERI' FOSTER HOLLY 4'- 5' HT. 16 544 17 ARIES CONCOLOR WHITE FIR 4'- 5' HT. 44 748 L E O U N 0 O O q, E WE E U. ai 3: U. — u, > � � LU W m ci _j co Lu wy O Qi � uj m d u- l� Q U-) ko iJ1 N S 0 " t— N m �N �M J w 0 Ln Ln �o ooC:)Lu o 0 Q ti M L D ry c)N o 0 0 DATE 06/22/15 DRAWN BY J. WILSON DESIGNED BY WOFI:� CHECKED BY C. KOTARSKI SCALE 1" = 30' 0 2 0 N O Q T (6 O N N l c < LL! 22 - co 0 -<j v cu Lu (D Q Z av }�� O LL 0 Q ")o : < o —� o� . z z U2� 0 o� c� cuQ E. u d o 0 U O Q� N z N o _ N H (u cU O Q N C > Y N cu � N U X � 61 O N U S � � N tt5 � O � U = O N 7 a U � -p O) -as a)-0 U JOB NO. 0 o N �p 35.67 NC cu O U SHEET NO. —�� o Ll.0 N County of Albemarle Conservation Plain Cheddist — To he placed on Landscape Plans (Handbook, pp HI -284-111-297 7 for complete specifications) "h li 111 !1 sIng; tl shown on tlse lamp to be saved, its of clearing (outside dripline of trees to be saved), Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clewing. . 11a;rkkLnjLs_, All tri to be saved shall be marked with,print or ribbon at a height clearly visible to equipment operators. o grading shall begin until the tree marking has been inspected and approved by a County Inspector. 4 BrMc csrtf°erierx:servation; and protection measures shall be reviewed with the contractor on site. a ui ;;rent G era an an thr s eM C0,111cavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. m Soll Erosion am term�r ter- Detention es: Such device shalt not adverselly affect trees to be saved. Tires are not penuitted within 100 feet of the dripline oftr s to be s3aved. 1 Toxic teri ° oxic materials shall not be stored within 100 feet of the dripline of its to be saved, S. Prot tive a m `I to be rctairned within 0 feet of a propo building or grading, activity shall be protected by £king. eueing shall be in place and shall be inspected and approved by a County Inspectorprior to Snding or construction. . T t wells° lireground level roast be raised within; the dripline of tree to be saved, a tree well shall be provided and a construction detail submitted for approval. It Tree .Its; hen the ground level must be lowered within the dripiino a tree to be saved, a tri wall shall be provided; and a construction detail submitted for approval. d Tcrrrmetim When tmehing is required within the limits ofelcarin , it shall be done as far away tiom.. the taroks of°trees as possible. Tunneling under a large tree shall be considered as ars alternative when it is anticipated that necessary trenching will destroy feeder roots. Its WAPOrootLive fencing shall be the lastitems removed during 'the final cleanup. 13. Damn m �antaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ONTREE CONSERVATION O rf9 W.tjuo rd9c s. W J. NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. 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 TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1 A 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 PLANTING No Scale INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP % OF BALL SHRUB PLANTING No Scale GENERAL LANDSCAPE NOTES W ROOT BALL 12 GAUGE 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 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 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 PLAN T 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. E 1. WILSON DESIGNED BY a) 0 v CHECKED BY � C. KOTARSKI CO SCALE 1" = 30' LUN E N Q C� O Q U 7 a T LL 6 3 O IL— LLJ0 >r` � N W LL, N M ¢J4- 00z Q O N o J !r1 Uj o Ore >0 U L 7. Q Uj U Mo <Lco I-- w W co CCLL vi � W � O to 0 z c LQ 1— rN `n 0 W � N j U oa 0 W CT) m 1 U �L 0 ° 2 O a- 0 ® y, a� �o 0 LU f U o � W W � o Z W Ui OU C) U W W - N �o o= O Ljz � Q O ani oo�LL, 20 Q 0 UUgpY C4 r F_ Uj O 0 0 � O 9 7 LU L,:, a)tz .>2 N (6 � W < X O O N U Z0 0 O1. �N �o DATE N U � O 06/22/15 O BY DRAWN 1. WILSON DESIGNED BY a) C. KOTARSKI CHECKED BY C. KOTARSKI SCALE 1" = 30' a) 0 N Q O Q 7 a T O N Q O N o >0 7. <Lco W co 0 0 oa 0 .. 0 ° 2 O 0 ® a� �o 0 o � � o Z - N �o o= Ljz N O ani 20 Q a) TMoo 2- o L,:, a)tz .>2 N (6 � W X O O N U � v �N �o N U � O E :� O O � � C a � m � m Q v JOB NO. w o N cu U a .36167 'no SHEET NO. U Q o [ w�