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HomeMy WebLinkAboutSUB201500112 Plan - Revision 2016-02-16E C 0 CC 5 cq 0 w L SITE DATA: TAX MAP PARCEL: TMI 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 DATUM: 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 BE 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 RNV: 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 HO)ME 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) L GENERAL NOTES: 1. ALL MATERIAILS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANW 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 BEGINNINIG 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 CONSTRUCTIfON PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (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 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 SCHEDUILING 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 HAINDICAP 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. SOME LOTS MAY EXPERIENCE WATER PRESSURE GREATER THAN 80 PSI. 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 MATERIIALS 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. S. 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 -TRAP 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 OTHIERWISE 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 COUNITY STORMWATER MANAGEMENT NOTES: 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MIOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHINICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RIISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATIER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED), AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. Op O Y�, CFAIG V J. KOrARSKI Lic. No. 0402048507 cl E DESIGNED BY C. SHIFFLETT .0 CHECKED BY O U 0 O SCALE 0 N/A z � 3 U) R H EL W Q W N E W �u+> Q Q O U > w J H o c Q N OLu<� a oma- W O > n L1J Ll..� Q Z V, 0 Q 06 OU LL O Lu J O w �a �o L 20 CL O 0 O z 2z 2wo m (D ul V r Z - er d 02 >,F - ca -67eOO ~ E_ U w 4 � .j LL lz vi DO CL U o=vnC Z 0 Q a O 3 V IL -no O Z 'n O m = c N 111all (n �W �+ r-4 > U o� a � � Y ~ ~ ~ X C O O N V .t L WWII W O O - W U~ W W w d U U O c U JOB NO. OW OU x 36167 z z Q U SHEET NO. O O U W 's 0 U U Q W > 0 0 0 0 0 W N N �V N Q ti •-, N •-, ti 0 p N 0 z O DATE V) 06/22/15 O DRAWN BY r J. SHOWALTER 0 DESIGNED BY C. SHIFFLETT .0 CHECKED BY O C. KOTARSKI 0 O SCALE 0 N/A z 3 U) 4) 0 To z 3 U) H EL Q W Z Q Q > w J H o c Q N OLu<� a L1J Ll..� Q `o Q 06 LL O (f) 3 w �a �o z�U) 20 CL O 0 O z 2z 2wo m 02 >,F - ca -67eOO E_ DO CL U 0 Q O 3 Z 'n O m 2 a �W ow r = W o o� a � � Y N (p 3 N X C O O N V .t L cu h O C Vf 8 C � d E:26 7 O V f6 O C ® c U JOB NO. 0 o 0 36167 ._ � U N= 10-0 SHEET NO. C1.0 Q)v L 2" R tM& �I�I. CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF X:URB) SHALL BE PWD 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 THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. : D o a D Q D s p e p• s e e > - _- a• • O -_ --------- s" ( 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGIMA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 1Vo rr ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 CG -98 WIDTH OF EN C TRANCE Z j LIMITS OF PED. � LIMITS OF PED. ;ACCESS ROUTE ® o ACCESS ROUTE WIDTH OF ENTRANCE UNPAVED SPACE SLOPE NON -TRAVERSABLE N UNPAVIED SPACE � i EXISTING OR PROPOSED EXPANSION JOINT SIDEWALK OR SIDEWALK SPACE o WIDTH OF a ENTRANCE F 2' - D• F J r_ s IIA_ -All , LIMITS OF PED. o LIMITS OF PED. EXPANSION JOINT w E E CCESS ROUTE n NON -TRAVERSABLE - ACCESS ROUTE . z. CURB INCLUDED IN w PEDESTRIAN ACCESS ROUTE DETAIL WITH & ENTRANCE GUTTER WITHOUT UNPAVED SPACE �z w z Ln w ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS O OF PEDESTRIAN ACCESS ROUTE Lf EX7EN0 BEYOND 2' 0•' FLOW UNE z EXISTING OR PROPOSED VDOT RIGHT -OF WAY. �� Ox ENTRANCE WIDTH EXPANSION JOINT DESIRABLE MINIMUM 16' PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ABSOLUTE MINIMUM 12' � U UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT 3 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 TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F -F HALF PLAN C � IF PEDESTRIAN ACCESS ROUTES © ARE BEING A MINIMUM 4' TRAVERSABLE WIDTH �0 I- -i .1 IS ED WITH A MAX. CROSS SLOPE. IS REQUIR REQUIRED FILLED WITH EXISTING- ASPHALT LAYERS MPROPOSED ASPHALT LAYERS �Y TRAVELWAY SHALL + • li . 18 WHEN USED IN CONJUNCTION WITH STANDARD . p, • �. , p. 6 C _8 PARABOLIC CG -3 OR CG -7, THE CURB FACE ON THIS 2.4 UNPAVED SIDEWALK I� V -S'FAV SPACE CURSTANDARD IS TO BE ADJUSTED TO MATCH THE VE MOUNTABLE CURB CONFIGURATION, moo 4 1- 30 1 .75 NORMAL GUTTER ___--- 10C j SECTION E -E • �'� . p• • �. • ti. • �. o •�� - a:orb:;4� �`j�� oY�• �' i "'• o • • X(0% TO 10% CHANGE CLASS A3 (H.E.S.)CONC. 12 6" AGGR. BASE• TYPE I SIZE 218 -- 48 - - 11 1.25 1 - - 16 --;----- 16 C i --------- 8 20 ® POINT OF GRADE CHANGE ',• ' °' • ti, 12% MAX. SLOPE 5'-0" I: . • WITH BUFFER STRIP FOR CURB AND GUTTER ONLY �l I. _� •: _' • °•• ' 6' ' N' FOR SIDEWALK CURB AND GUTTER x x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS b4 Uo ,o •o+' BUILT CONCURRENTLY • : • oYo9 +� w, x x x 3 •L MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION C -C 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D SRECIRENCON REFERENCE STANDARD ENTRANCE GUTTER 07/15 1VooT NOTE: REMOVABLE BOLLARDS SHALL BE cu O LOCKED WITH KNOX PAD LOCKS KEYED ROAD AND BRIDGE STANDARDS AND EFFECTIVE SURFACE DRAINAGE. REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REMOVABLE BOLLARD 07/15 203.02 UD -4 GEOTEXTILE DRAINAGE FABRIC UNDERDRWN SHALL BE CENTERED UNDER CUJRB AND GUTTER (OVERLAP T-0" AT TOP) PAVED SHOULDER GEOTEXTILE DRAINAGE FABRIC 1-0 PAVEMENT (OVERLAP 1'-0" AT TOP) U IL S BAS : PAVEMENT MATERIAL .. S; . •� UNSTABILIZED SUBGRADE 4" MIN. • • OUTLET PIPE SUBBASE MAT t�lAi,`• ��•' " " SEE NOTE 1 SUBGRADE OUTLET PIPE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED SEE NOTE 1 2' 0" 1'-0" GLASS MEETING #8 GRADATION REQUIREMENT. 1'-0" 4° PIPE ____i #57 AGGREGATE, #8 AGGREGATE OR CRUSHED DOCL6DEERR)) ``�I GLASS MEETING #8 GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION UD - 4 UP TO ELBOW, 45' ELBOW PIPE IS PERFORATED CONNECTION -� PIPE -LESS AGGREGATE PRIMARY DIRECTION TRENCH WITH OF WATER FLOW DRAINAGE FABRIC NON PERFORATED OUTLET PIPE (TYPICAL) AY LIMITS 45• ELBOW_� FOR OUTLET CONNECTION PIPE TO BEGIN WITH 45• WYE 45• ELBOW CONNECTION T-0" MAX. EW -12 (TYPICAL) OUTLET PIPE NO SCALE UP TO ELBOW, PIPE IS PERFORATED SHEET IOF 2 SPECIFICATION STANDARD PAVEMENT EDGEDRAIN REFERENCE 240 REV 8/07 VIRGINIA DEPARTMENT OF TRANSPORTATION 258 501 108.06 1 701 L B R1-1 STOP COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale STEEL CAP '• 6" DIA. STEEL PIPE .1 "Reduce spacing 40°! FILLED WITH EXISTING- ASPHALT LAYERS MPROPOSED ASPHALT LAYERS �Y TRAVELWAY SHALL CONCRETE AND 18 .375 6 6 C _8 3 7.75 _ 2.4 .625 8 C i 4 1- 30 1 .75 10 10C j 5 12.5 •: 36 1 .875 12 12 C I 6 15 -- 48 - - 11 1.25 1 - - 16 --;----- 16 C i --------- 8 20 COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale STEEL CAP ROAD CROSS SECTION SHEPHERD'S LN. AND SHEPHERD'S CT. (25 MPH DESIGN SPEED) CG -6 I CG -6 (PROVIDE UD -4) C/L (PROVIDE UD -4) MIN. 1" SM-9.OA 6' N,2 12' 12' (PLANTING STRIP) (TRAVEL LANE) (TRAVEL LANE) 2.5 I-- -.. r 2% 2%_ - --. COMPACTED SUBGRADE-� 1 2.5" BM-25.OA 5' 6' ROAD A: 5.5" UNTREATED AGGREGATE 5' SIDEWALK (PLANTING STRIP) ROAD B: 4" UNTREATED AGGREGATE SIDEWALK 49' RNV NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. ROAD CROSS SECTION No Scale N STREET PARKING IS NOT PERMITTED AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) SIGN STD. U POST GALVANIZED POST TO BE DRIVEN SIGN POST No Scale 1I ---II l--IRE01 III I1U 1� 11 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) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. 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 RAMP 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 10'1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO,5 X B" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1'/2,". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. �T�T�fi� �f 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED12112th % �'ry BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUTE WITHIN 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 PEDESTRIAN CROSSWALKS 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 HYDRANTS, DROP INLETS, ETC, ACCESSIBLE ROUTES PROVIDE A CONTINUOUS NG ALL ACCCUNOETEIRM AND IPRESISTANT PATH APPR ACED' ACCESSIBLE ELEMENTS OFA FACILITY THAT CAN BE ENTERED AND USED BY PEDESTRIANS. ml�jYlO J�✓ �% v� M 'Y 1 1 8 RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT �, ,J/?", f THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12'1 MAX THAI THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS y _ 5' MN -- _ -- - . -- - -- --i * PERPENDICULAR TO THE CURB. x _ _, 1:�--1I =j1,,,11- IJ-fJ.�l 9. TYPICAL CONCRETE SIDEWALK IS 4'• THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK COMMERCIAL ENTRANCE (HEAVY W TRAFFIC, REFER TO STANDARD CG -13, COMAE C AL E AT , 2 HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )K X , 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'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME �n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" GC W RB AT ENTRANCES OR STREET CONNECTIONS THE R EC TA81-E o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD p _0_0 0 0 0 z BY - THE MANUFACTURER TO MATCH MODIFIED AS RECOMMENDED B. E THE SACK OF CURB. �- � O O O O O O O O O O O O U - O O O 0 0 0 0 0 0 0 0 09--1- LANDING RAMP U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 502-652 OF BASE DIAMETER - TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv DETECTABLE WARNING o AT BACK OF CURB1 0.9"-1.4" SEE NOTE 12. T BASE DIAMETER VARIABLE FULL WIDTH OF RAMP FL 00R _ TRUNCATED DOME PAY LIMITS DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VDOT SPECIFICATION KATEN ROAD AND BRIDGE STANDARDS CG -12 DETECTABLE WARNING SURFACE SHEET 10F 5 REVtS10N DATE (GENERAL NOTES) so 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION A PERMISSIBLE CONSTRUCTION 4 JOINT I MII a wa N�10' 1 NO SCALE #5 DOWEL, 8" LONG 4 12" C -C 1rTi=1� r`® '• 6" DIA. STEEL PIPE .1 a. FILLED WITH EXISTING- ASPHALT LAYERS MPROPOSED ASPHALT LAYERS �Y TRAVELWAY SHALL CONCRETE AND ��- BE PROVIDED WITHIN 3 li THE MARKED POWDER COATED 3.5' (n CROSSWALK AREA. (COLOR TO BE (A �0 V)Y -V SELECTED BY U b OWNER) LOCK V / J PAVEMENT PATCH a: CROSSWJK 0 I I I I •.` •... I::� ., a.. I -ITN-I I I I' �''' I• .� 7" DIAMETER 3.5' , '� .:. GROUND INSERT f::: I: . • WITH BUFFER STRIP :, :''• I. _� •: _' 2'-0" DIAMETER •...: rrr r.'• I ° 3,000 PSI AIR -ENTRAINED • • : • CONC. FOOTING w, REVISION DATESHEET 2 OF 5 502 2" MINIMUM CONCRETE 07/15 BELOW STEEL PIPE NOTE: REMOVABLE BOLLARDS SHALL BE cu O LOCKED WITH KNOX PAD LOCKS KEYED o AND EFFECTIVE SURFACE DRAINAGE. FOR ALBEMARLE COUNTY FIRE RESCUE. REMOVABLE BOLLARD DETAIL No Scale F,y ROAD CROSS SECTION SHEPHERD'S LN. AND SHEPHERD'S CT. (25 MPH DESIGN SPEED) CG -6 I CG -6 (PROVIDE UD -4) C/L (PROVIDE UD -4) MIN. 1" SM-9.OA 6' N,2 12' 12' (PLANTING STRIP) (TRAVEL LANE) (TRAVEL LANE) 2.5 I-- -.. r 2% 2%_ - --. COMPACTED SUBGRADE-� 1 2.5" BM-25.OA 5' 6' ROAD A: 5.5" UNTREATED AGGREGATE 5' SIDEWALK (PLANTING STRIP) ROAD B: 4" UNTREATED AGGREGATE SIDEWALK 49' RNV NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. ROAD CROSS SECTION No Scale N STREET PARKING IS NOT PERMITTED AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) SIGN STD. U POST GALVANIZED POST TO BE DRIVEN SIGN POST No Scale 1I ---II l--IRE01 III I1U 1� 11 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) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. 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 RAMP 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 10'1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO,5 X B" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1'/2,". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. �T�T�fi� �f 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED12112th % �'ry BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUTE WITHIN 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 PEDESTRIAN CROSSWALKS 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 HYDRANTS, DROP INLETS, ETC, ACCESSIBLE ROUTES PROVIDE A CONTINUOUS NG ALL ACCCUNOETEIRM AND IPRESISTANT PATH APPR ACED' ACCESSIBLE ELEMENTS OFA FACILITY THAT CAN BE ENTERED AND USED BY PEDESTRIANS. ml�jYlO J�✓ �% v� M 'Y 1 1 8 RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT �, ,J/?", f THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12'1 MAX THAI THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS y _ 5' MN -- _ -- - . -- - -- --i * PERPENDICULAR TO THE CURB. x _ _, 1:�--1I =j1,,,11- IJ-fJ.�l 9. TYPICAL CONCRETE SIDEWALK IS 4'• THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK COMMERCIAL ENTRANCE (HEAVY W TRAFFIC, REFER TO STANDARD CG -13, COMAE C AL E AT , 2 HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )K X , 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'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME �n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" GC W RB AT ENTRANCES OR STREET CONNECTIONS THE R EC TA81-E o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD p _0_0 0 0 0 z BY - THE MANUFACTURER TO MATCH MODIFIED AS RECOMMENDED B. E THE SACK OF CURB. �- � O O O O O O O O O O O O U - O O O 0 0 0 0 0 0 0 0 09--1- LANDING RAMP U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 502-652 OF BASE DIAMETER - TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv DETECTABLE WARNING o AT BACK OF CURB1 0.9"-1.4" SEE NOTE 12. T BASE DIAMETER VARIABLE FULL WIDTH OF RAMP FL 00R _ TRUNCATED DOME PAY LIMITS DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VDOT SPECIFICATION KATEN ROAD AND BRIDGE STANDARDS CG -12 DETECTABLE WARNING SURFACE SHEET 10F 5 REVtS10N DATE (GENERAL NOTES) so 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION A PERMISSIBLE CONSTRUCTION 4 JOINT I MII a wa N�10' 1 NO SCALE #5 DOWEL, 8" LONG 4 12" C -C 1rTi=1� r`® =CI'I�.nc A 4' SQUARE LANDING .1 If B MAX MAX �( B •iC:Y:}(fi, -- J 6, TRUNCATE DOME TYPICAL DESIGN A SEE SHEET 1 OF 5 FOR DETAILS 8'-0" Min 4'-0" Min. BACK OF CURB 12'1 MAX. 46'1 MAX. rT 20:1 4 2'MIN. SECTION A -A 4. T l PERMISSIBLE 4 ,r CONSTRUCTION - JOINT G TYPE A . SECTION B -B WITH BUFFER STRIP NOTES' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,SEE SHEET IOF 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. CG -12 R= Y4" CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 30', WITH %4 PREMOLDED EXPANSION FILLER •.° . a• CONC. WALK 4 a • t • • a .. ra • • ' a' COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% �-4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS - ° 3 NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale LEGEND '- V A 4' SOUARE LANDING A 4' SQUARE LANDING .1 IL AREA OUTSIDE OF AREA OUTSIDE OF i" EXISTING- ASPHALT LAYERS MPROPOSED ASPHALT LAYERS �Y TRAVELWAY SHALL TRAVELWAY SHALL - ��- BE PROVIDED WITHIN 3 li THE MARKED BE PROVIDED WITHIN THE •3 N (n CROSSWALK AREA. MARKED CROSSWALK AREA. u (A �0 V)Y -V Y a. Q U b -3: ® DROP INLET & STRUCTURE NO. V / J U n 0 C CROSSWALK CROSSWJK 0 o -"- "� WATER U U TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION CROSSWALK cROSSWA WI INTERSECTION THIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT - -200 (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION REFERENCE 200 CG -12 DETECTABLE WARNING SURFACE -8 W \V DOT ROAD AND BRIDGE STANDARDS TC 240.5 los ' TI 6m W TYPE A (PERPENDICULAR) APPLICATION REVISION DATESHEET 2 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.06 R= Y4" CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 30', WITH %4 PREMOLDED EXPANSION FILLER •.° . a• CONC. WALK 4 a • t • • a .. ra • • ' a' COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% �-4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS - ° 3 NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale LEGEND WP -2 ROADS [ l I ( (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING- ASPHALT LAYERS MPROPOSED ASPHALT LAYERS SEWER EXISTING SUBBASE- PROPOSED SUBBASE TRAFFIC STOP BAR -------- COMPACTED SUBGRADE C CONSTRUCTION JOINT DETAIL ® S EXISTING SANITARY SEWER PROPOSED MINIMUM i/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) STORM PIPE &STRUCTURE NO. MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS I, AS DETERMINED BY CORES (SEE NOTE 3) ® DROP INLET & STRUCTURE NO. V / J U n 0 C 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. Way WATER I CURB U` U3 3 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING CURB & GUTTER W EXISTING WATER LINE - -200 EXISTING CONTOUR W PROPOSED WATER LINE 200 PROPOSED CONTOUR -8 W PROPOSED VALVE TC 240.5 PROPOSED SPOT ELEVATION ' TI 6m W PROPOSED TAPPING SLEEVE li =_ W O > 1� PROPOSED FIRE HYDRANT WP -2 .�T 0" ���✓ lam 1\ `� - �." ® 1 U CP,I&,J[G "a) J. KO•TAIRS 1<1 Lic. No. 0402048507 2'25 16 A It. 4 s"07,IAL E Fes- EDGEEXPAVEMENT [ l I ( (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING- ASPHALT LAYERS MPROPOSED ASPHALT LAYERS 0 V N EXISTING SUBBASE- PROPOSED SUBBASE -------- COMPACTED SUBGRADE C CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS (6 PROPOSED MINIMUM i/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS I, AS DETERMINED BY CORES (SEE NOTE 3) .�T 0" ���✓ lam 1\ `� - �." ® 1 U CP,I&,J[G "a) J. KO•TAIRS 1<1 Lic. No. 0402048507 2'25 16 A It. 4 s"07,IAL E z [ l cc 3 U •p c C N 0 V N CU U) C NOTES. C U (6 a 0 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. I, (0 E V / J U n 0 C 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. Way W N {+ 0C13'132W U` U3 3 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING C G W Q MA 3 J Q 06 4) 0 LL3 p V ,^ / C 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 / I2 INCH ES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE z LU(IJ a �o d li =_ W O > O P � CL 0 OUzwo 2z IW cu n COO J cu O o AND EFFECTIVE SURFACE DRAINAGE. W J 2 M T j U `101 F,y ii 0 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS O LU m za P- _ c a ti E 3 AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE ti O LLI CL SPECIFICATIONS. tai. d vi W N cc 7 � o V v Ln O c 6x1 0 V7 F- ~ U U N j = U m c �[ 0 c o a ~ PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 315 W zuj E c CU 0 ~ REVISION DATE 303.02 OU OU W w W W Ui c ® O O 0 oouw O d U U Q ~ ll) 41) 1.0 ko ko LU 0 0 0 0 0 L) 0 a •�+ Nom+ O N z O DATE V)) M 06/22/15 O DRAWN BY 3. SHOWALTER DESIGNED BY ® C. SHIFFLETT ® CHECKED BY O C. KOTARSKI 0 SCALE 0 N/A 0 0 0 C Q .0 U N 0 m U z [ l cc 3 U •p c C N 0 0 Q Q CU U) C NOTES. C U (6 a 0 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. U rn (0 ® Q � V / J U n 0 C 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. Way Q 0C13'132W U` U3 3 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING C G W Q � C J Q 06 4) 0 LL3 p V ,^ / C 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 / I2 INCH ES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE z LU(IJ a �o d X O P � CL 0 OUzwo 2z 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE J cu O o AND EFFECTIVE SURFACE DRAINAGE. m U JOB NO. [ l � •p c C N 36167 CU U) a3 NOTES. C U SHEET N0.Q a 0 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. C1.1 (0 � c � U 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. Q U` U3 3 3. 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. 0 a 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 / I2 INCH ES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE X PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WABY THE ENGINEER. -VED U � U 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE o AND EFFECTIVE SURFACE DRAINAGE. T j 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. ii 0 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS E 3 AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE //% CL SPECIFICATIONS. C N cc 7 � o c 6x1 0 U U = 00 0 c o a �v DDT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 315 E c CU 0 SHEET 1 OF 1 REVISION DATE 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION c ® m U JOB NO. 0 C 0 as � '- 36167 CU U) C U SHEET N0.Q 0 C1.1 (0 �E L 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 RESTRAINT FOR THE VALVE DURING A 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, . ACTAFE DRINKING WATER 2014 (SENATE BILL 3874 WHICH AMENDS THE S ) PLACE 5' GALVAN17ED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJE:C TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE _...._...... o:g.;................................... :r..:.'...''�, ..`"•r•••• -:rte -:...- - t ADJUSTABLE VALVE •BOX W/ LID 3 i17......_...........r, ' j S 1 - - - -} -`I M.J. GATE VALVE 1 f � z.::::........•.......•:...::'I .... l t 1 f ; I WATER i LI., LINE /< -;, j ;# .• ,' '? \F it .: y..........................................................._..._......... 2500 P.S.I. f CONCRETE / ;4 2'x 2' BEARINGAREA. THRUST BLOC q NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GIA TYPICAL GATE VALVE NTS FIG. W - 5 TD -8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFIL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL S , P T REST ON ROCK AND TONES TO INSURE THE PIPE DOESN'T THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER - CUT CONDITION UNSTABLE SOIL\ _ M' ___sT 24'1 MIN INITIAL BACKFILL ?4'IMN I s.. 8,1111N MIN __...-_ MIN MIN #68 STONE GRANULAR FILL AS •APPROVED BY ACSA E SOIL OR ROCS 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. S. BELL HOLES SHALL BE DUG OUT- IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 NOT No SINGLE SERVIC NOTE. 11 SADDLFS SI'{ALL BE USED ON PVC. PIPE. TD -2 F✓4 REND CC (IF RE-.QUIRED) 'PRESSON x 3/r" ^r`ALE PIPE COUPLING ;PPRO'VED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDFi.P F1AL. AND IRRIGATION SERVICES. OMPRESSION x 3%4" MALE PIPE COUPLING PPROVEU EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDE-N71AL SERVICE WHERE AN iRRiGP,TIUP.I METER IS NOT PROVIDED. CAsr IRc:>N LID FIn11 lAM, GR AC?E viETER c:x COPPERSE('TER 0,,ETER _K AS �:SSAP,Y TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 TD -9 G ..................... wv, v K 1- BEND DIMENSIONS (FEET) 1 L H T 45' TEE .........................................................................: L - min 2. USE 90 2.50 2.50 3.01 0.24 ANY PART OF 45 ° 4, THE :a MIN 4" & T 2.00 45 ° mla_x 1 L 2 :45 r PLUG 1 s# J 2 FOR TEE OR WYE FITTINGS WIDEN TRENCH T ACCOMMODATE ' F/ .•..'... \;. / ANCHOR R IF C REQUIRED. BEDDING AS M REQUIRED -\ r .................,......:....... II � SECTION 1 - PIPE DEGREE SIZE j OF BEND I 1- BEND DIMENSIONS (FEET) 1 L H T VOL. f CU.YD.` > TEE .........................................................................: L S E CTION 2 2 AND PLUGS I VOL. (FEET) CU.YD.I H 1 T 2. USE 90 2.50 2.50 3.01 0.24 ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE 4" & 6" I 45 2.00 2.25 2.60 0.15 i E CONCRETE THRUST BLOCKS I 22 1/2 1.50 2.00 2.52 0.10 2.00 2:25 2.50 0.15 I 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 I 3.21 0.48 I 45 2.66 2.66 2.77 0.26 O ~ -26 O 81, 22 112 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 ti O LL' w ' 90 4.83 3.83 I 3.42 0.83 Q vi LL_ 10" & 1 45 12' 3.33 3.58: 2.95 0.43 3,83 4.00 2.83 0.52 CN U)_ N 22 1/2 2.33 2.58 2.86 0.24 c F. N Ln (n 11 1/4 1.83 2.33: 2.84 1 0.18 W 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHAN SIZE, DEAD ENDS AND AT VALVES. JOB NO. c 0 2. USE 2500 P.S.I. CONCRETE. U cn SHEET NO. s 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 ALL THRUST BLOCKS. ~ Z E CONCRETE THRUST BLOCKS NTS FIG. W - 3 TD -3 PIPE SLOT (2 PLACES) COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 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 SILL bNANUI- VALVE THE `. WATER MAIN WATER NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - VILLE THREADS WHICH IS THE LOCAL STANDARD. ?- LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 270-)z .".: : VAI VE BO 7 CU. FT. a f........ 18" € #68 STON % 36"MIN P I' "9 ' 6" GATE rcr'r• ?a� ''`l VALVE °Iii f ... ............;,._`l f. _... ..... :..,� TEEM 2500 P.S.I. CON ., BASE AND THRUST j;> ., Y.,y^ B uLOCK AGAINST •" '' � '`� ,., UNDISTURBED STABLEx• "..; SOIL. STEEL PILE I 3/4' THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATEDTHREADED 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 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIR R E HYDRANTS ANTS SHALL BE INSTALLED AT L _OCA i N. W O S HERE WEEP E_ HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP MOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T,S. FIG. W - 4 TD - 7 veR1r= c J. PLUG I\VL/ VMLVG 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 I LUBRICATE ALL THREADS THRUST BLOCK Q0 METER BOX (SEE FIG. W-7) 'VALVE OX NO. 57 STONE IM.J. FITTING ,r 2" PIPE SLOPED TO DRAIN IF o = GRADE ALLOWS VARIES VARIES 2" GALV. OR BRASS a.: PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD -16 OY O CRMGV Y. KO'TATtSKI Lic. No. 04020048507 C JOB NO. c 0 c 36167 U cn SHEET NO. s C1.2 s F - C:4 © ~ Z E W NLE = N +, z U oma= wO >h W m1 M z O ~ -26 O U CUj Y N a> a z H U U ti O LL' w Q vi LL_ W CN U)_ N z O CL c F. N Ln (n m W �LU Q ~ < W c W Imo- W C7 z z W W W z dW o ���� U V) CD OOUW �s O d UUQct� o[ Ln U) 1p LO Uj N N N W w N N Q Z .,•� •-� o 0 0 O DATE V) 06/22/15 0 DRAWN BY J. SHOWALTER /w� DESIGNED BY 0 C. SHIFFLETT © CHECKED BY C. 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KOTARSKI SCALE 130' 0 c 0 n (1) > U) = z0 Q J > 4, 0 CLc0 z zN O (11o Q` n m P"T F_ cc fC F.♦ O a U) O" 2 N Q .O > O —. c W Q = ON r C m J V_ W a m c J o z 0 NU_3 O O c Ho a Q���00 Z -a X H'� o O O 0 2' z 0 UzCD n Oc T U z Ea c C Q dU z� c o P ,3 Z h O a CAI 0 4) a r-1 t (, O 4) O ay 0 n 113 > s Y N m 7 V, U C NO 0 'V =-' i=, 4) N �E c U c O 47 E v Uc N O 6 2 C � , N Q .0 ]OB NO. h o N '- 4i 5 36167 M CO SHEET NO. a w C2.044')= E �__ i L BOUNDARY LINE TO BE VACATED ; VDOT STD CG -9B REMOVABLE STEEL BOLLARDS. PLACE 1' BEHIND CG -913 AT 6' O.C. EXIST. 50' RESERVED FOR EMERGENCY ACCESS EASEMENT TO BE DEDICATED ---------------------------- re T p Oy..i;,'r<%EJ 67 - "....... ,.... �;i f c� :i </ ,l<.. w; :;% /�:„ s` . s'.,, s',/ s'„f '^'•, •1 f ltsAX s 94 PVCOUT) \ s` ,.y*• v 1 280' HT if } ., ., 5A ER�TO } T ♦.STING \ 1 f,z i:; 'HALT \ JEFFREY fG.1¢IfV:,/"S & i F S -</y. 270' SIGHT DIST. `. TOINTX. VDOT STD CG -9B ALONG DRIVEWAY \ r { (TYP) ' 62 3111 } } LISA, PvltfR1A,7­T rPC 11+03.07 \ OPEN SPACE D 1953 SF SWM EASEMENT } } LOT 1 , \ 5219 SF OPEN SPACE C { NO PARKING CONSERVATION E SIGN (TYP. / / EASEMENT } 12011 SF z LOT2; 5071 SF� `+ T� T �, T v .,, I ( ( VARIABLE WIDTH NAME SIGN 1 I N ACSA EASEMENT .KING 12' BUILDING S FRONT TYP.) PARATION (TYP) I SETBACK (TYP 3 I qc- 5' = 11+94.0 _ FIRE HYDRANT -- + • ! — 1�6. ASSEMBLY <.:: a: :. 2 1€ .. ° 18 ae c • ''''V``........'. .. �° 8"X8” TEE I . _ — — — (TYP) V8"X4" RED. r ,. ��. 4 GV ' .............:.. , LOT 3 ` W .. ,, WATERcMETE.. ;:.. <:,. STCP..S1G. 5097 SF I , .... 4 10 £p 'f 3..00 .... ......... ...... 4,. ,. 7777. CG' -6 NE 8' 3 r : 51.59 -o- .. ��.'... ,# , O ►- 5::-.: # � i J 0 � 4 .- t °.°'G s•-� .• .d.: �e.G � • � .::`: a ...:.':�'.:: � -� � f SAN • VARIABLE WIDTH 6 F:> '' ACSA • ° 'I EASEMENT � Q p > FHA 7 _12+90.2.3 120' SIGHT DIST. PT LOT 9 I € TO END OF ROAD £ VARIABLE WIDTH I 5290 SF LOT 4 LOT 11 ACSA EASEMENT I ! ; Q`: 6086 SF LOT 13 I LOT 12 I 4774 SF I LOT 10 I........... _ 4532 SF 4588 SF 5122 SF ° ............... OPEN SPACE E SWM EASEMENT 3099S F —�. f 11.5 BUILDING SEPARATION (TYP) ON 20 DRAINAGE ° LOT 5 y 1 /-51. EASEMENT S T .: 6460 SF i I Al ff OPEN SPACE B \ i' LOT 8 26726 SF " 6695 SF .•.-.....-- CONSERVATION— /.". ---- — ""• EASEMENT , : ", , r i LOT 6 _. — TYPE �......,,.;; .. ....... ....... —,— - 6693 SF ,s ' , t w. •. \ BLOW OFIF ; s£ ASSEMBLIY �....., LOT 7 6803 SAF . WATER MAI :... , w ~„,..,.. .:>h ^•:,"....,. ",~,AKN -..• \ ` \ �� •f , , Y UTILITY EASEMENT n \ }� c. (FOR RIVANNA WATER & SEWER AUTHORITY& CITY OF K y y s CHARLOTTESVILLE GAS u. DB 3563 PG. 682 & FROM VDOT PROD. 0639-002-128 ��y / '%;..f j'�. �ffr...= f 7 x is / \ ;�� ;fit/ ~/' Y�� � •,. h,>f ;,'..i,...,, , ,. ;'' \ Y,, / { vFY ••u.., ... / f ” : ss : .. f0 `' ONSE ATION t RV 06 4 N. EASEMENT` �. SCALE/1"=30' n0310' : 0 U CRAIG Vi Y. KO'TARSKI Lic, No. 0402048507 212 51 I6: w E O U h N O o rn E N W ry F -V > 3 U. 6J 3 W W C > n Qul ivM a -j :r, co Lu r,,, 2 a; a � L tD uj U m OLiQ �ccv� oQ,-v _ U)N = V c LQ I— N ON (71N r -r rnM J Lu Z O U U) W 0 z O V) W Of W C) Z O U ti O O W CL V) U U Q U WWI�� ~ W W W OOU�W O U z z Q Q Q OOUW'S U c� a DATE 06/22/15 DRAWN BY J. WILSON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1 30' Lr) Lr) �0 a ko O O O ti O O Q Ju M co Q h D Lr) rl •-t �-+ O O O DATE 06/22/15 DRAWN BY J. WILSON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1 30' JOB NO. 36167 SHEET NO. C3.0 ® a > V) uj 0< Lu, WH Ju co Q 1-4 D }O z O 0 0 Q J 0 JOB NO. 36167 SHEET NO. C3.0 TO 64"' LA FROXI RIDGE R,0110 \ "E�"'•+,4n •./i % .�E,S.f%.i ry '%�/ ri, � '1..:f,/, f,..r.>r•o s,,., �` a'" �. +e,, `.' /> �-465 . . ....... k 5A\ 5A -Z ... ...... . yh % p-, ...... . .... ............ kV:1 62F -33'f5 --7-f-?'&- Y G 1, JF_ fVK/t,,,,S & ....... ..... T JUE3. -452-1. PG, 2,3 11A," F5 2F- - 3 1 3 _X7.- DE, , 36::..:„,semtz ...... . ........ .. .. DT3, 3,1 J x” OPEN SPACE D r U "D 1953 SF 3wM EASEM�N T . . . . . . . . . . COT 20.,, 8148 SF J;4500/S"F T 0 BE CONVEYED AT rFUTURIE 62F -E2 A 24" IDEC. ce) .0 77 V T LO 7.7 -77X-4'_7�- - t 7, LEGEND PRESERVED WOODS OPEN SPACE EXISTING TREE* DEC. DECIDUOUS TREE EVER. EVERGREEN GREE * A SITE VISIT WAS PERFORMED ON 10/14/15 TO LOCATE EXISTING TREES. ONLY TREES WITH A DIAMETER OF 10" OR GREATER WERE LOCATED. m — - I . - I - - .- .. _ . . , I i I IJ PRESERVED WOODS -1 A All"' AREA 1: 0.090 ACRE LOT 18 LOT 19 LOT 2 -4 , X LOT 14 5071 SF 468H SF 6357 SF LOT 16 L6T 17 LOT 15 4774 SF 4659 SF/ 4741 SF 4787 SF 26,r,51, a'3 J --————————————————————————————————— 88+'Oo L 7k: TREE PROTE TIM i. 9 ll i, -•D CT, L (D?, MOUNTFOR CING + LDprn C'4 s_ -V- w 14 6693 SF Z .. ........ Q 6803 SF IDS . ..... .... 86 LOT 7 PRESERVED WOO w X. ... ... .... AREA 2: 0.139 ACIRE A . . ..... ..... 4, 20" DEC.— 711 Ll to 0 00 /<Z R� XIN na p, 0 88+'Oo L 7k: TREE PROTE TIM i. 9 ll i, -•D CT, L (D?, MOUNTFOR CING + LDprn C'4 s_ -V- w 14 6693 SF Z .. ........ Q 6803 SF IDS . ..... .... 86 LOT 7 PRESERVED WOO w X. ... ... .... AREA 2: 0.139 ACIRE A . . ..... ..... 4, 20" DEC.— 711 Ll to 0 00 /<Z R� 0 30' 60' j"�jX1 IH 0 rl - ­poli� 0"* > U CRAIG W I KOTATZSKI Lic. Na. 0402048507 225 E XIN 0 cli 0 C) E 7 E. c, W" E m cli , T, —465 . . . ...... C9 . ............ C) u /0 0 ... ... ...... <F- U. 3: LL. WO 3 ...44........... UJ r co z PR SEkV*E-D 0 . ...... . '0.030 ACRE u > N vi L a- ui u cc*) z qT w 0 30' 60' j"�jX1 IH 0 rl - ­poli� 0"* > U CRAIG W I KOTATZSKI Lic. Na. 0402048507 225 E XIN 0 cli 0 C) E E. c, W" E m cli , C9 C) u /0 0 ... ... ...... <F- U. 3: LL. WO 3 ...44........... UJ r co z 3 Lu pq -2 0 u 0 30' 60' j"�jX1 IH 0 rl - ­poli� 0"* > U CRAIG W I KOTATZSKI Lic. Na. 0402048507 225 E 0 cli 0 C) E c, W" E m cli , F- < C) u <F- U. 3: LL. WO 3 UJ r co z 3 Lu pq -2 0 u > N vi L a- ui u cc*) z qT w u Scll q'SOwx U) Lu 12 U3 L4') CN 'Lon 0 CL F- CN Ln cn N > Lu u LLJ U W W V–) L -W (.D �Q W vi00 ce =3 u u 0 0 u 00 U Lu 0 w U U F- a Lr) Lr) �0 �c %-0 > ILI UJ C4 \\N I�N 1� 4 < � < "4 z ti Q) 0 DATE 06122115 0 DRAWN BY J. WILSON DESIGNED BY '0 C. KOTARSKI OCHECKED BY ©C. C. KOTARSKI SCALE 0 1 "=30' 0 0 0 Z ai 2 cn Q 0 an 0 as 0 < > < LIS 0 ca OJ < F— < LL) CL > s < Ci0 W uj 0 L) < W= 0 Z -CC- Li 2(9 CL CL 2 U) 0 z U Ljj Q) 0 :2 n 0 0 LIU .j c� ca F_ '0O CL0 =) 0 0 c 'r Q) o U) Z 0 CL x 4) Q) `oma Q 0 L 3 CL (1) 2! cn cu X 4) 0 2 0 7 E ic3:: cu 0 U JOB NO. 0 (n 0 dl 2 36167 0 SHEET NO. 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"'465- .37 +r,< H r•Y Yx f+ Yom" 3 f i /..: ts,: , FFE: 468.3 " � t t �: • :�' „„r , lA^ S t "G FE• 467.00- 466.83-, ._, . 463.50- N ° 5 .. a '^w 470.15 09 10 GFR _ : t - i DFE: 461.4`ti"(INGR.) } i 477 - - 110 . �. / k 1 6 SIGHTDIST<' 65 468.65 ASEMENTj 4 i'•.....,f�s EMENTION _ i . { CONSERVATION � 5 , : i I f " FFE• 480.74 ti I FFE: 478.70 FFE: 477•,4367.5 09 7.5 } > N.4 / # FFE: 481.11 FFE: 479.85 , . ` 1...' FFE: 481.04 -GFE: 479.41 �` GFE: 479.78 ( GFE: 478.52 GFE: 477.37 GFE:476.10 67 GFE: 479.71 ' ~ ' BFE: 471.99 (INGR- BFE: 469.95 BFE: 468.68 . ` " `'•»' » _ ,_ . ^ f 1 f;} / BFE: 472.36 (INGR. FE. 472.29 (INGR.) BFE: 471.10 " `e \ t FFE: 473.51 472. C ENT ° fE F ) ",. N i VARIABLE WIDTH GFE: 472.18 I 1 A SA EASEMENT 1 8 B E: 464.76'(INGR,.4f, '--- { { ( „ 477.07 475.80 / /0 472.01 1.25/ Y sa" I 479.11 479.48 ' I 478.22 `/ # 79.41 ° 470'.44 f LO Lri 479.0 N N N ^ 47 .70 47 .44 E: 2 s 4 .{. E 47 .86 s 0 T44,1`1 52F -E2 stip,:f;Ri" Ms,/j�'�" .. HOMES' %/fir,NIC 215 7 f 474.99 FFE: 476.62i5iPro227 221 FC 473..9 GFE: 475.29 222 � 2 I }I, I I • f/+ :. 2� •� "' '+( ` ,-vP°°. °" , 2 .._ ,... _,.,' -.q4 BFE• 467.87 (INGRR. )474 61 -b F73.6 26 28 47 478.91 ;tt {_ �} � w 1� 6 i • r # ,° \. J •--••'.'-.-.,.._..� {47 .4 e w P,�RIABLE WID SA EASEMENT r 1� s- If s I I t 475.05 ,.t - 9.10_ ri f s { ! { ® m o \ J -47 4 N� , N { N 474.80 F 47 .27 479 46 47 .77 , VARIABLE WIDTH # 77� ACSA EAS T. ,v I Std • «, �i ".F,:},': 4 ;-; '`°;xi;` ' _ .............. ._ ._.• s r .,, e•• ". ' •�f ......,- . :FE- 479 86 478.03 GFE: 476.70 47 2 G 53FFE. 480.40 22 FFE: 480.90 . ',,,FFF-:481.09-N GFE: 479.07, FFE: 419.39 BFE: 469.28 (INGR.) BFV471.11 (INGR.)2o GFE: 479.57 GFE: 479.76 BFE: 47t.85 GFE: 478.06 �f f,f f1 / 77.76 ` f ' f y'r' •� �:15BFE: 472BFE: 472.34 BFE: 470.64" STORAGE ## { Tt } ' y<._ SYSTEM ---#Z2 Y - j � f , -, .4 0 (135 F -108"CMP) �� 14 pr 1 ` `# 77.80 CONSERVATION�' f } " EASEMENT"' 20' DRAINAGE 10 { 8% 479.88 t 47 T 20 ~ 7 „ 47 # -- `;4_., ; . } - -- - - " _ a FFE: 481.51'° E .478.62 .••- __--�, f� s 4a f t f f f . GFE 48018 > / s � i --�-- __ 7. _ _.._... " r. BFE: 472.76 i , , ,. '• / t o /.. \ , 'per-...�'� ............ „ s , t 202 `, i f _ _..._... 4i ,"" off\ q 4 478.7 " _ ,a 4 { .-...-...'.. "" ...- .»" ,..»-,.,,,_ CONSERVATION , h� � •- EASEMENT ~` 480 87 , 7 f, r' .Y' :, _„ l : __ `FFE• {, ry..N . ,. B •.721 OFF : , 0`EFE. 480.76 , -47943 r": .»...,,. a'=":inr..y'r,y.:t^:,•,,.::,., "„ r .. t s UTILITY EASEMENT FE. 472.01 / /• ate,: :,, ' w FOR RIVANNA WATER & SEWER_ / FFE: 48Q::97 r f .. +.a, jj AUTHORITY & CITY OF ^� �"`„`",,,,_ � "" t _ .. w ; CHARLOTTESVILLE GAS 4 .f , 4 . i + i '/ � j DB 3563 PG. 682 & �"""' ro`-"' °`` � w p`'a :::::,:;a ::::: ..:.....y".. .• s':;'> / FROM VDOT PROD. 0639-002-928 ' `��'-:�•�' ~'���' 'I - �;�:,;'+::; 200 %, {»..fi..,ziH,..,..»........».. '3"/'3Y-'..463 10' `""};.v''y` •..4�'r• ,„ y f jb°`-w,� f'° �. i S kt w„ y 4 7 <<�� f y £f i,,;f. f T-46,01. 6r ..,,..,.,......»..,,�"+....,... :: r f ,, ET ,;St. t,i£.1, 1 "�• E;, S } f> >j ..._ .,,,..z- f 0&7,'-'46..' as ; 15 ROP�N : : f .y, ,•, , , 6 /,, _ i�, r �.i Y„i '..'n •,....�1FX �i tY4•,/ � •"" \ '!'t�f' / ) ' va 'YCUP!?, 4p p..,, ,,,. „ `,,~ ..." 'Y:r f•,'c �I , � , �, <�:� I1�.s/ ,., ;,f / ;,'f'�: /f �f < �wif .: -- qtr, TIE TO / fy/;',sis✓" '~ ...,'. .. a.., ,M'./•K SISTING �^�,�'\ .• / r / //' ` , r } 1 t "9.Z8r� R ,. fk! : URE i ✓ <i /,(, ,f., , (,,. p-•-.,, n.c f p of rY'e '•.." e,5,qo„ j L.1 c/aYi'£+:.) f'�' r' i9, l�. { „/".l O11 : ATER MAl1V ONSE}`ZVATION , R�IVSi4�•� ' D. y • JI.FiLC 1 -JV " Pvv itv;;:,Gi.•,. R*, •/ ,1 { ;�; � .,� r>•''iE" �, ii �'' £, ." -'EASEMENT t j ° 0 30' 601 /� a,,� ,. N,' "... '". ,... 0 0 r z �f6G � O V 0 NJ N O 0 Q L U CRAIGV� J. KOTARSKI Lic. No. 0402048507 0 0 z O V 0 Q N O 0 Q Z3 Z O N E J cc CL m uj = N a' W V v > 3 OJ 0 Q N c O a 1r6.. Lu Q LL a7 3 LL Luo >r- 0 O 0 L O 06 IY 6NiM aq z0 70 z cco o O U z H �z 4)0 O i c TF M- Y� o C 0 07 (DwUm z9_c a 00 'Do c 0 cc O U w 0 3 Z � � cc LL 2 a i) � N Q a _ U) Z p d w Q � � c C (,4 Ln ul) m 7 X c �N > ` 1;m Ll.l U ca 0 O O O v E c U � � ~ -0.c- .2'a .m:2 ]OB NO. Z Z 2 � W ti W OU OU V-) W W W W C4.0 O O Z Z Z ti O O O U W 's UUQz cr S Wuj 000~! O Q ti i::� r' Q O cj z +ir-14 *-� ti O O O DATE 0 06/22/15 } DRAWN BY 3. WILSON C) DESIGNED BY OC. SHIFFLETT CHECKED BY © C. KOTARSKI OSCALE 0 1"=30' 0 0 4 0 0 z Y 3 CD 0 Q 0 Q Z3 CL T c _J C J cc CL m W V O c s OJ 0 Q N c a 1r6.. Lu J u- 0 O 0 L O 06 Qa 70 z O Ur o O U z H �z 4)0 Q02 c TF M- Y� o C 0 07 I _ (vn 00 'Do c 0 cc Q 0 3 Z � 0 2 a i) F- y C 0 m o d w Q � � c m 7 X c wo O U ` 1;m ca 0 O O O E c U � -0.c- .2'a .m:2 ]OB NO. 00, o 36167 cc U �v) c 0 SHEET NO. Q 0 C4.0 TIE TO EXISTING WATERLINE WITH TAPPING SLEEVE AND VALVE. VERIFY LOCATION AND ELEVATION L 9+50 10+00 11+00 EXISTING GRADE f PIPE 209 (STORM) 12+00 PROPOSED GRADE 13+00 14+00 MW - EX1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CLASS 52 DIP 4" WL 0° 1.0' STA. 12+74.0 V/- 4651.5' 8X TEE; 8"X4" RED.; 4" GV - --- I PIPE 2-3 (SANITARY ! 1.0 STA. 12+29.7 460 A 8'X6 TEE; F A 5 r PIPE 107A (STORM) 3.5' M N -'PIPE 5-5A (SAN ITAR PAPE 101A (S'TORM) PIPE 109 (STORM) CLASS 52 DIP 8" WL L Oc` NO 00 � N M Ln �N ;z (6 Qr r- d' 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 4SSEMBLY REFER TO DETAIL SHEET C1.2 4 �-8" GV 470 COMPACT FILL TO A MINIMUM DENSITY OF 95% OF THE STANDARD PROCTOR. 4551 14+00 14+50 16+00 CONNECT TO WATER LINE A WITH 8X8 TEE; 8" GV ELEV = 469.25' 17+00 17+50 STA 10+00.00 8 TOP 478.26 INV OUT 472.73 (8-7) 485 EXISTING GRAD 1475 1470 5' MIN 1.0' 2.2' PROPOSED PIPE 215 (ST(?RM) STA 11+36.19 7 TOP 477.58 INV IN 471.10 (8-7) INV OUT 470.90 (7-6) STA 12+37.65 6 TOP 475.12 INV IN 469.22 (7-6) INV OUT 469.02 (6-3) 3 STA 13+03.59 TOP 473.80 INV IN 463.68 (2-3) INV IN 463.68 (6-3) INV OUT 463.48 (3-4) COMPACT FILL TO A MINI U M DENSITY OF 95% O THE STANDARD PROC 01R. PIPE 225_ (STORM) PIPE 6-3 (SANITARY) .3' A. 13+28.95 >" TEE; FHA VERT SCALE: 1"=5 OPOSED PIPE 223 (STORM) 01 9+50 10+00 11+00 0 0 14+00 WATERLINE B 8" CLASS 52DIP P HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 8" GV 0 50 PROFILE SCALE TYPE -A BLOW OFF ASSEMBLY REFER TO DETAIL SHEET C1.2 4751 4701 15+00 CRATGV I. KO'rARSKT Lzc. No. 0402048507 21251 16� E PROPOSED 0 U h In cc L GRADE 3 a� 480 CDN E E o a uj z T W fel f4 O z EXISTING GRADE Q s > Q IL ai 3 i U- a c 0 W6 -_ W0 > 475 r cc ,' ma LL j LL, c 0 LL 3 O =_ H J 4ai a �o C7W U 0 0 O pug 8-7 �' z Q0 wU- w og c 470 vi 132.19' OF E� vl=V)� Ccc� $,..p vC...........................................................................................7-6... .............. ..................................................... ........................................ ....._.............................................................................. 1.24% Q 97.46' OF 2.2' W WATERLINE A .-i N > U 8" PVC M cl� COMPACT DENSITY FILL TO A (MINIMUM OF 95%p OF THE v @ 1.72% G� 1.5' � Qm m c Y U 6�. ~ PIPE 219 I W 465 X r- 4)0 4)0 4) (7 STANDARD PROCTOR. ` '. 9'......................................(STORM)_ ti � N � C ..................................................................................................... . ....................................................................................................................................................... O OU W �6' ................................................ .............................. U ® � �c a� ' U O � h o m = 36167 Z 0 cr-N Q 460 U a o C5.0W. �s O OOUW UUQC t..O d oter• O Lno Orn O ao ov F - o "11"k Ln �0A �' `" �M co NN 0 6 �� �O Nt LJ a 9+50 10+00 11+00 12+00 Z 13+00 14+00 M O O MH7 - MH2 DATE HORIZ SCALE: 1"=50' 5-1 COMPACT FILL TO A MINI U M DENSITY OF 95% O THE STANDARD PROC 01R. PIPE 225_ (STORM) PIPE 6-3 (SANITARY) .3' A. 13+28.95 >" TEE; FHA VERT SCALE: 1"=5 OPOSED PIPE 223 (STORM) 01 9+50 10+00 11+00 0 0 14+00 WATERLINE B 8" CLASS 52DIP P HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 8" GV 0 50 PROFILE SCALE TYPE -A BLOW OFF ASSEMBLY REFER TO DETAIL SHEET C1.2 4751 4701 15+00 CRATGV I. KO'rARSKT Lzc. No. 0402048507 21251 16� E m 0 U h In cc L 3 a� CDN E E o a uj z T W fel f4 O z Q s > Q IL ai 3 J O R U- a c 0 W6 -_ W0 > r cc ma ��u amici co J LL j LL, c 0 LL 3 O =_ H J 4ai a �o C7W U 0 0 O pug O �' z Q0 wU- w og c vi E� vl=V)� Ccc� = V c 'n O o= F- r-4 `'n CN Q Z cn z W .-i N > U M cl� Q v r = o ay � Qm m c Y U ~ W W X r- 4)0 4)0 4) (7 `\J) ` ti � N � C ~ O OU W W W W Z ui U ® � �c a� U O � h o m = 36167 Z Z cr-N Q =3 U a o C5.0W. �s O OOUW UUQC oC F - o "11"k Ln o `" Lu 0 6 0 O LJ a �N�o N Z ^1 M O O 0 DATE v) Of 06/22/15 0 DRAWN BY J. WILSON r © DESIGNED BY C. KOTARSKI .0 CHECKED BY © C. KOTARSKI © 0 SCALE © AS NOTED 0 _ N 7 U C 4) m 0 In cc L 3 a� o a T f4 O Q s > W J J O R U- a c Q r cc ma J LL Q o LL 3 O =_ H J 4ai a �o z h-1 0 0 O pug �' z Q0 og c T � �o E� Ccc� o= Q Z cn z o� x o r = o ay Qm m c Y W 45 7 h X r- 4)0 4)0 4) (7 `\J) ` � N � C y U �o E U caC o ® � �c a� U ]OB NO. h o m 36167 ._ � U cr-N SHEET NO. U a o C5.0W. CD r c U a N M 0 N LO N 04 _ 0 v 0 485 75 T 223 61.39' OF 15" HDPE @ 0.77% 460 9+50 cc O O r O ~ M O Ln Mqzt m+(om CJ "' 0 �<0> �U)Fz A7C c M N O v C) O O 00 - M + Q O m0 Nn°z 222: DI -213 6 ft Throat STA 10+61.39 TOP 475.76 INV IN 471.33 (223) INV IN 470.74 (227) INV OUT 470.64 (221) WATERLINE B PROPOSED GRADE 221 187.4' OF 15" HDPE @ 0.76% 0 ca L N 0 to m m N CD N 480 `0. 470 F_ N N N f- N N N ++AVO F - r r M N "- LO O N N 0 0 O N CD O (D 'D Cfl (~D m"T1`� coo d mCOCflto co Q zz 0 0 o 1' —o�vzZ + F_ OUT 470.35(225) z z z z CN (n N�0z 485 U) Z N 0 M C� °¢o¢a .. 0 Ul N 465 - -'" 0�-0> �U) ,, - EXISTI G GRADE ~ N M 04 m 10+00 11+00 12+00 13+00 STR224 - STORAGE SYSTEM #2 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 "N' M 0 CD N 480 `0. 470 F_ O Ni ++AVO F - co N v0� 29..99' OF m + Lo GRADE 470 Z O Ce `", I ` 46(0 (3) 10 t 1' o 1' MN1\U + F_ OUT 470.35(225) ��OZ Z N��Z Z (SANITAR') 15" HDPE U) Z N 0 45(0 C� °¢o¢a > 465 - -'" 0�-0> �U) ,, - 475 m 460 460 .-. Cn O Q < LO r 0 WATERLINE B I 107 0 O LO d C N Z LO ll� M to Lid to O`�- ca O O 470 M tD 1` to r::Z_7_7_ m Otf)� 0:5% m0O°0� Lc)cl) LO INV 466 4' 219 135.32' OF M � � � F - _ `� ��10 _ D�vZ Z 0 >Z STORAGE SYSTEM #1 1.5'=� a O 3 zN F- O Z o 445 z o�Oz475 U) F- 475 5" HDPE 3 x �CD W� w o ° Vi 0.5% 465 PI E 6-3 215 213 z (SANITARY) 21.07' OF 23.4 ' OF 0 15" HDPE 15" DPE r,4 Ln 01.20% @ 1.23% ncn [- 10+00 11+00 12+00 13+00 STR224 - STORAGE SYSTEM #2 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11+00 12+00 STR112 - STORAGE SYSTEM #1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 "N' M 0 ¢ .-. 11, 0) -i' O `0. 470 F_ O 465 W 465 co N v0� 29..99' OF m + Lo GRADE 470 470 Ce `", I ` 46(0 (3) 10 t 1' o 1' MN1\U + F_ OUT 470.35(225) ��OZ Z mo'qZ It (SANITAR') 15" HDPE U) Z N 0 45(0 C� °¢o¢a > 465 v 0�-0> �U) -Z Z WATERLINE A m 460 460 .-. Cn O Q < LO r 0 0 O I 107 0 O LO d C N Z LO ll� M to Lid to O`�- ca O O @ 1:.82% 105 M tD 1` to mO66ti [8)-4 m Otf)� 0:5% m0O°0� Lc)cl) LO + ♦- LO o+ c > F- 15" HDPE M � � � F - ZZ 0 `� ��10 _ D�vZ Z 0 >Z STORAGE SYSTEM #1 a O 3 zN F- O Z o 445 z o�Oz475 U) F- 475 cf) 47� � O x �CD 9+50 10+00 11+00 12+00 STR112 - STORAGE SYSTEM #1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 "N' 0 0 -PROPOSED 1 -i' O `0. 470 c v 0 € F- rn 465 W 465 co N EXISTING 29..99' OF m + Lo GRADE 470 470 Ce `", I ` 46(0 Q�Nr 0 1' o 1' o¢aj > 455 OUT 470.35(225) ��OZ Z PIPE 4A14 28.05' OF (SANITAR') 15" HDPE U) Z N PROPOSE 45(0 450 GRADE 445 465 -- 465 1.0' WATERLINE A O '�^ Z t r VJ F� — 460 460 460 LL O < INV 457.14' I 107 455 79.02' OF 455 Z —KDPE W 47 [ 7 aJCOz O O U @ 1:.82% 105 2z 00 0 og 109 13.32 OF 0:5% 29.41' OF 15" HDPE 15" HDPE @ 2.33% U 450 @ 0.73% _ 450 0 STORAGE SYSTEM #1 a O 3 zN 66 LF - 96" CMP (€{E 0LuUm z -a 445 E 445 � O x �CD 9+50 10+00 11+00 12+00 STR112 - STORAGE SYSTEM #1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 D GRADE 9+50 10+00 11+00 STR110A - STR108 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STEEL PLATE WEIR WALL c M ¢ O 0 0 -PROPOSED 1 470 `0. 470 c v 0 EXIS FING GRAD 465 W 465 109A PROPOS I 29..99' OF co coD `r 12"' HDPE NN c° t° @>, 0.90% � v z Z cl) 46(0 460 1' o 1' 455 - 455 OUT 470.35(225) 107A PIPE 4A14 28.05' OF (SANITAR') 15" HDPE U) Z N @ 1.25% ATERLINE A 45(0 450 445 445 460 Qovz0 14+00 D GRADE 9+50 10+00 11+00 STR110A - STR108 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STEEL PLATE WEIR WALL c M ¢ O 0 0 -PROPOSED 1 O F- �� T U1 N N vvN c v 0 LO 0 0')- -1 (O ce) ON co N N N Lo � 226: DI -31B 00�r-or 04 co coD `r O coCDONID cDoc°C° NN c° t° STA 10+00.00 o � v z Z cl) 04 j TOP 477.42 > �'qO Z Z 0 OUT 470.35(225) o > �O» O �INV > Z Z Z aR�, 4R5 4Rn CV U) Z N U WATERLINE STORAGE SYSTEM #2 135 TOTAL LF - 108" CMP 3RADE 3RADE 14+75 9+50 10+00 10+75 STR226 - STR220 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 470 PROPOSED GRADE 455 -. 0.5% 445 STORAGE SYSTEM #1 66 LF - 96" CMP INV 451.50' 9+50 M ¢ O 0 0 -PROPOSED 1 480 � O 0 460 480 mMN O EXISTING 475 o�qzz0 475 B 470 1.3' 470 oF¢-•OZ> 470 �U)F-- 225 171 �CF) 26.41' OF �a) 209 15" HDPE 1`� 465 @ 1.28% 465 460 to M O V' Y 460 r i. 460 Qovz0 3RADE 3RADE 14+75 9+50 10+00 10+75 STR226 - STR220 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 470 PROPOSED GRADE 455 -. 0.5% 445 STORAGE SYSTEM #1 66 LF - 96" CMP INV 451.50' 9+50 101 25.08' OF 15" HDPE @ 1.87% EXISTING GRADE i 470 PIPE 5-5A 1'9(SANITARY) 450 99 62.49' OF HDPE @ 1.65% 445 435 10+00 11+00 12+00 STORAGE SYSTEM #1 - EX2 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 PROPOSED 480 M ¢ O 0 0 O r r _ � O 0 460 O I� O O Zt'0" mMN O co + O of � F- o�qzz0 � 'tZ 0 121 470 -U)i-z > oF¢-•OZ> Z Z �U)F-- N M ¢ O o 04 �CF) WATERLINA �a) 209 0 1`� M cliO 60.19' OF M o�oC'j> to M O V' Y 15" HDPE r i. 460 Qovz0 @ 1.60% '3NK9 �j O O 460 O '�^ Z t r VJ F� — 101 25.08' OF 15" HDPE @ 1.87% EXISTING GRADE i 470 PIPE 5-5A 1'9(SANITARY) 450 99 62.49' OF HDPE @ 1.65% 445 435 10+00 11+00 12+00 STORAGE SYSTEM #1 - EX2 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 PROPOSED 480 STEEL PLATE WEIR WALL 9+50 10+00 11+00 11+50 STR210 - STR218 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 465 EXISTING GRADE .-. O 475 ,.-- 460 475 GRADE �t m LO + O F- 470 � 'tZ 0 121 470 -U)i-z z 15" HDPE 15" HDPE 465 N M ¢ O o 04 465 WATERLINA v o p 209 (` O O OLO fn U O 1`� F - M+Oq �pLo 60.19' OF Z 00 'TOj Qoz o�oC'j> ooz 15" HDPE z z 460 (n F- - - @ 1.60% a7n 460 J a W 460 455 LL O < 455 U. w0'� � 0 o STEEL PLATE WEIR WALL 9+50 10+00 11+00 11+50 STR210 - STR218 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 465 465 m;-. 2 .-. O � r N N 460 N O Lo CD mMO� �t m LO + O F- O � 'tZ 0 121 ¢a- -U)i-z z 15" HDPE 15" HDPE r N M ¢ O o 04 O v L O (D v o p O �_ O (D tcy (` O O OLO fn U O 1`� F - M+Oq �pLo ARR Z 00 'TOj Qoz o�oC'j> ooz z z 460 (n F- - - a7n = U)~ Z a7n 465 465 � O c N �f 460 f 460 vvt WAT 455--- 1.1' 455 450 O 450 121 101A 38.11' OF 29.56' OF 15" HDPE 15" HDPE @ 1.15% @ 1.07% 445 445 aN¢d-- > NF -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+ STORAGE SYSTEM #2 - EX1 l V rn � O c N Mev U M F_ vvt O O tD cr ClO M r v O 0 Ln -0 04 LO ci >.,•. 0�O CO M�� CD + �V' rl- 9+30 10+00 11+00 12+00 13+ STORAGE SYSTEM #2 - EX1 l V JOB NO. � 7 c N Mev U M F_ vvt C y, O - tD cr ClO M r N CD -0 (ap�h [pco1-- O qT LO mOMF - N + �V' rl- LO 0v0 O-qtZ 0 Z 0 aN¢d-- > NF -O N�Oz N(AF-Z Z Z ARR o c t 485 480 JOB NO. U) o 1 480 ._ O U (PROPOS : D GRADE 475 475 O C V EXISTING 470 ^ Irir. .227---_-_--_-_- 470 t � E r -4E 48.142' OF v ®Q 12" (HDPE = N �+ > w @ 0).81% o c t 465 z 465 460 Lu 460 O J a W `o 0 LL O < 3 = U. w0'� � 0 o GRADE 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 5 0 50 PROFILE SCALE 04 , (7 0' 1l t 'x, r a O Q CRA-TcT w I. Kmrn.RsKI Lzo. No. 0402048507 21251 (6 O JOB NO. U) o 1 m c a> ._ O U U vi �N 0 o a O C V CL T SHEET NO. ^ Irir. � W t � E r -4E W v ®Q J_ H = N �+ > w L 0 o c t z ~ ui 3 Lu r 0 CL O J a W `o 0 LL O < 3 = U. w0'� � 0 o zc W Z �� o� W 47 [ 7 aJCOz O O U 00,0, O 2z 00 0 og O � J c 0 U d U _ 0 Q a O 3 zN 0LuUm z -a d c� om Q � O x �CD W� w o Vi ,s z a cn=var �v�� 0 r,4 Ln cri �' > U � Q v � ~ W W t OU OU W W W W OU Q U -) O W'S U U Q Cr Cr x ~ cn Ln ko c0 W 0 0 0 ~ O = Q... h Q O ti N N Z O O O DATE Ln M 06/22/15 O } DRAWN BY J. WILSON /may DESIGNED BY OC. SHIFFLETT © CHECKED BY ©C. KOTARSKI O 0 SCALE O AS NOTED 0 4 a c di N 7 c > 0) 0.2 0 5 �0 � N f6 C V1 U c O E O C V fB O 0I ® a c .G Y 2 11 U JOB NO. U) o 1 m c a> ._ O U 36167 �N 0 o a O C V CL T SHEET NO. ^ Irir. o t W v ®Q J_ H > w L 0 o c t OJ N a c Lu r 0 CL J a W `o 0 LL O < 3 = � 0 o zc W G �� o� O O U 00,0, O 2z 00 0 og J � a� �o c 0 d U _ 0 Q a O 3 zN om Q x �CD o r0 o 0 ,s Y �N X c 0.2 0 5 �0 � N f6 C V1 U c O E O C V fB O 0I ® a c .G Y 2 11 U JOB NO. U) o 1 ._ O U 36167 �N O N O C V SHEET NO. Q o C5.1 t 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 t" ~O 1,co �lP) �r c) t6M LID 208' VC �O eco d 60' VC �7 120' VC 485 rt 490 O OIC M M I,- O 1- M O OM c') O I- O toO� Or 0 Off: 0€ NT M Co h N il- I� Mr- (0 OM 0 I- Occq + II +04 moi II O O II + � d +� 11 C)II o0' N I I W tet 11 I I W N� 480 € [ 0+ n Nu U > W U > 480 II W II U c/)> W 11 U m c> I W Um �> U �> UW U o X00% U m U EXIST. ;GRADE U)> W ROAD A EP 485 STA=13+ 5.35 475 485 ELEV = 478.500 475 m W m W m CD -1 W 480 I 480 470 PROP SED GRADE 470 `4' 00% 475 ---- '- - - _ ` `~ ---- - - b ROAD B INTERSECTION ° '-----�- �� STA 12+69.17 465 ELEV 473.97 465 STA=14+ 7.51 CD -1 EXIST.:GRADEJ ELEV = 415.18 470 470 PROPOSED GRADE 465 465 460 460 00% I 460 TIE TO SHEPERDS �o r v RIDGE ROAD EP AT I� M �� er� � 6 �0 ;z ;z �cim 00 �M 455 ui`° 1�0 ATf0N-4 ' C� d v �� 455 450 a v d� e1 450 445 3 445 !} M Cp M Cp cq t� M 0 00 M N M LO ln0 Cp0 I�r I�� I�r ISN �0 ti �r � (0 (Dti �'t aqq 9+50 10+00 11+00 12+00 13+00 14+00 14+50 ROAD A CENTERLINE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HEIGHT OF OBJECT: 190 485 HEIGHTOF OBJECT: 3. 490 HEIGHT OF EYE: 3.5' p�5j F Rv 0 XO 475 475 EXISTING GRADE ✓ �' 470 '�� P 470 PROPOSED GRADE 465 '11Z 465 3.5' / t f 460 ! 460 (D 1'N O ^N t" ~O 1,co �lP) �r c) t6M LID O MI- �O eco d d �7 120' VC a rt 7+20 8+00 9+00 10+00 ROAD B SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=30' VERT SCALE: 1"=3 L 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 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. = 228.29 490 20' VC 28 VC 120' VC 490 O OIC M O OI- M O OM M O 00 toO� Or 0 Off: 0€ I� Mr- (0 I- 0 I- N NIS a0 N �ti ti i +tet � II + � d +� 11 C)II + � tet 11 N� 11 € [ Mme` II II W II W II w II W W E{ I 111; �> U �> U �> U U)> U U)> U U)> U 485 485 m W m W m W 480 I 480 PROP SED GRADE 2;42% `4' 00% 475 ---- '- - - _ ` `~ ---- - - b 475 ° '-----�- �� ROAD BEP STA=14+ 7.51 CD -1 EXIST.:GRADEJ ELEV = 415.18 470 470 465 465 460 460 a°' �o v I� M �� er� � 6 �0 ;z ;z �cim 00 �M tci`t �0 ui`° 1�0 C� d v �� rte a a v d� e1 9+50 10+00 11+00 12+00 113+00 14+00 15+00 15+50 ROAD B CENTERLINE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 180 475 480 4751 HEIGIIT OF OBJECT:: 3.5' 470 HEIGHT OF O JECT: 3.5' 470 f `SNE R`GN' ROP HEIGHT OF EYE: 3.5' �p,NC,sRpGE SIG N� 1465 280' ALONGT „ STANC L� S\ G SNEP ` L f 465 GE ROAD 460 --. 460 i € EXISTING; GRADE P"RbPOSED GRADE 4551 450 f 450 F 445 I 1 445 too O) M ,h �f til cs 11+00 11+50 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 13+00 O CRAIG W I K0 TAR S KT Lic. No. 0402048507 2'25, (6, E U No o Z °' EN LU `" W ¢ 3O V> U LL W O >w en Z Q. ,a, O C) Lu M 01 0 0 U UJI U m a zI- _%T IY O LC LL1 Sl U- W Q Q .; v W cn = va N z a F=- n4 Ln W MON I -I N > U � m LUuj Q ~ W W ti W W W cr-, u u g W o 0� U Q ~ V) Z) O O O U U Q cc ct� z ~ Ln Ln "o I'o uj 0 LU w N o N ry _ ~Q M2 �n Q O ��iN��io cV z 0 O DATE 06/22/15 0 DRAWN BY 5 J. WILSON DESIGNED BY 0 OC. SHIFFLETT 0 © CHECKED BY 0 50 O C. KOTARSKI PROFILE SCALE ® Q SCALE 0 AS NOTED 0 0 0 O 0 _ c 4) a) 0 z W ITS n CL J Q ~ $ p T CL W= Q � > U W Z t O Q� a c Q `° LU CL LU r J Q `o Q 0 U- � t O a a <m� z (n �O o U) IO, ~ 2CL z O U 2 2 0 0� c Z T� ca -6 Q ca_ c 0 caCAc CL 0 c 0 0 3 5 Q p ZN � om � n m F- >, - a� r0 Q.y 0 O � �3 0 Q (D_ 0 50 ' Y �cu PROFILE SCALE X Q 0 w ; 0 N w > E � c 8 c `o as v :3c U N ® a S a . �a JOB NO. o ro� 36167 C N 0 U SHEET NO. n o C5.2 t E F- L In m m 0 j 228 j THP 7, 94USER h�' 1410E"51. P1111C, 0 /7105 i, PG, '3 1;6 E E z uj N > u I -M6 IL Lu 0 > ry- CO z ul ------------------ ----------------- — — — - 4 LEGEND AREA JRUNOFF (AC) I COEFF. STRUCTURE NUMBER in r, n 0 m w DRAINAGE DIVIDE 'ET, %r P QGE RaID TO P 4 5 9 f 01 INV (8" 'A,", CUT 18 " R CP . ........ . . 4 - C) b'VV hAiz, J YT2 T -4 i 6", 6 /4 R C P 's f '465 . ........... (4), 0.07 0.5 io JV _c - — — ----------- 5A 0 ;3. 57 — 99 011 go t,N100 'oe A to v✓ �51 7?l �P ­,'� . ..... . .... .. 8 R Cl P W,'F, G VKAJJE WMIS & ........ . ...... 4ttz _� - s I "9 VIA Tl_hE 61111"E", CHE P!, Y -2� Da 4�524, PG, P36 .06 0.63 W14SJ,,,,,,.. �11 0!, 102 A, G' '/A, M /0.92 0.42 15 HD VNh,3h%f S TA L. 3 S D13. 357�, FK3, 382 T h4jo ell? 31 14 . .......... - - ---- 105 J/_1jQPAT& ^10 L;;Z31 I Akh"JR11,11. 0r _8 . .......... PG. 6106 N, STORAGE SYSTEM #1 96" CMP) lj� 0 0.74 10 (66 LF 0 120 0.10 0.5 108 • T 0 .. . ....... f mg 0.66 v 100 112 _,46 477 6 47 10 a. 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" 5z, - I; ..., .. /--' I" ,:'ll - , ,% , \,\ /I / IN ", \.. - 0 // 3'0' 601, '�ii" . 1, `-�Nll " ", ll,,i,",-- 17 ABIES CONCOLOR WHITE FIR 4'- 5'HT. 44 748 0 : 2 m H = 0 S a I \ -i�l�e,�,-- >, �- M - , ...,'.. L 11 �-, Lzij z z C) U � Z z :� 0 C) � u F- "I a- � �- cef C) u V) R, uj 0 cl� U z t 0 (1) U) (1) " > � ui u cr- ,::� �-- �Q �Q (i ; Z � ;~ Uzi uj ,�-n Ql) z z Lz z -- z z Ij W W OU C) Z (-) (-) z LZE z 0 �-- ��- 8 U �- �- 2 Z3 Z3 S: � 0 C) 6 U-1 U U -:;K 0� cl� Lr) Lr) kAD ko �0 14 " Lu C) Q) C.) C-) Q I" N ~ "-I 1Z, -rl-),- D ZZ " " V-) "I �-, �� -NN- " N 14 Q ,4 -4 Q (� - I . . . DATE 06122115 DRAWN BY J. WILSON DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE 1" = 30' 4) > 4) 0 Gn ;7 cc = 3: 0) V) 0 0- < � CL T .j CL C cc -0 'a a) 0 U) = Q) 2 > Z 0 r- < I < 2- LL -j Q� ..J . V) 'a 0(D < CL a , o 2: U = m 0. co _j Z .E - 8 <a) P -q 6 N .r - ?: 0 � , S . < z z CL CD=) u =) Q�mO ! 5 0 .0 x 2 (D a 0 CL 2(l) z U L1.0 al 0 0 : 2 m H = 0 S a >, �- M - .j .2 2!E -0 C r Q) cc V) c CL 0 :D 0 Z) 0 a x 2 0 (9 = a) �: U) Z U) 0 4) 2 8- 2 x w H I ow >, -:5 r- 0 4) CL :!-: 2 '§ a." 0 � .S , . -.2 V) .2 -2 , UC Nc 0 , 9 4) .;-- u +L-•1- - p '2 ,;;: mc 0 V) 0 a , o E ;r6 = L) M 0 6 '0 -0 .S .�� 'a w '2 it � .m a .0 0 c� an cn JOB NO. .2 t 36167 -a -�:; M M In 'n Or - r- o I SHEET NO. .2 , 0. L1.0 'n 2 A H = CU 0 C: M co O L County of Albermarle Conservation Plan Checklist — To be placed on Landscape Plane (Handbook, pp HI -284-111-297 for complete specifications) 1. he following items shall k shown on the PLan. to be saved; its of clearing (outside dripline of trees to be saved); Location and type of protective fencing; } facade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. jPa;rk_1_gjL-: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shad begin until the tree marking has been inspected and approved by a County Inspector. 3. Ert&ggstruction Conference: 410"fm preservation and protoction measures shall be reviewed with the contractor on site. 4. EguigmentQperation an Stora e; cavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of tree to be saved. S. Soil Erosion and Stor evster Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: Fires are not permitted within 100 feet of the dripline of trees to be saved. 7, Toxic Materials; otic materials shall not be stored within 100 fedof the dripline of trees to be saved. 1111 S. Protertive 1Fencr'ng- T to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ening shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. e W Its - When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree WON: hen the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. rmn-clitniz and Tunneling; When trenching is required within the limits of clearing., it sihall be done as far away from the trunks oftrecs as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. CI Protective fencing shall be the last items removed during the final cleanup 13. Darns adMres1 00"Damaged trees shall be treated immediately by pruning, ferdlization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO COINFER WITH THE CONTRACTOR ON TREE CONSERVATION REOUHtEME,ms. � . , , r. , . . ►.1Ti ti�'If' 5/1/06 Page 1 of 1 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 1:1 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 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 BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING -- - ......: ...... ......Y�... ; ........ B&B. CONTAINER 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 ;•ii6ymlRal�:i BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER V 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 yyyyy PROVIDE MULCH UP AND OVER SAUCER I 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS GENERAL LANDSCAPE 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 SEWERIWATER 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. - T 0, Y � Q CRAIG J. YOT&TZSK1 Lic. No. 0402048507 l6 ` E 0 N � o � o� W N N + E + F- W Q 3 v > Q W ai 3 w 0 > d J Z W W 0- U) L QLUUm Z I — AW vi Ic ((jN aLq F- N Ln o� N M v W EL. z O d Q' U U) W z O > W W z OU Z z z Z t g W L O O O U U Q i w O U Lo DATE 06/22/15 DRAWN BY J. WILSON DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE 1"=30' ]OB NO. 36167 SHEET NO. L1.1 (n UO 1.0 ko uJ Q) O o ti 0 0 Q M L D ry N N •4"(Z0 0 DATE 06/22/15 DRAWN BY J. WILSON DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE 1"=30' ]OB NO. 36167 SHEET NO. L1.1