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HomeMy WebLinkAboutSDP202100025 Plan - Submittal (First) 2021-03-22=I n KESWICK WASTEWATER TREATMENT SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-327-1681 CONTACT: JONATHAN SHOWALTER, P.E. JONATHAN.SHOWALTER@TI MMONS.COM TAX MAP PARCEL: 08000-00-00-060A0 & 08000-00-00-060BO LIMITS OF DISTURBANCE: 0.22 AC (9,233 SF) ZONING: RA SETBACK: 75FRONT 25' SIDE 35REAR MAGISTERIAL DISTRICT: RIVANNA SOURCE TOPOGRAPHY: TIMMONS GROUP, FEB. 23 & 24 2021 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: EXISTING WASTEWATER TREATMENT PLANT SITE IMPROVEMENTS WETLAND IMPACTS: NONE WATER SUPPLY: NONE SANITARY SEWER: EXISTING WASTEWATER TREATMENT PLANT DRAINAGE DISTRICT: MIDDLE RIVANNA RIVER THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. PLANT IMPROVEMENTS MINOR SITE PLAN AMENDMENT SD P199100097 COUNTY OF ALBEMARLEf VIRGINIA RIVANNA DISTRICT 03/22/2021 Keswick �a Rugoy RKg (SITE 1 R�C/S VICINITY MAP SCALE: 1" = 5,000' OWNER: KESWICK HALL AND GOLF CLUB 701 CLUB DRIVE KESWICK, VA 22947 CONTACT: JOHN TREVENEN TELEPHONE: (434) 979-3440 EMAIL: JTREVENEN@KESWICK.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200, CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C2.0 EXISTING CONDITIONS AND DEMO PLAN C3.0 LAYOUT PLAN C4.0 GRADING AND DRAINAGE PLAN C5.0 STORMWATER PROFILES C6.0 INFLUENT FORCEMAIN PLAN AND PROFILE C6.1 EQ FM PLAN AND PROFILE 11.0 LANDSCAPE PLAN TOTAL SHEETS = 9 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION APPROVAL DATE 1. fix1H pp 0 V CRAIG W J. KOTARSKI Lic. No. 0402048507 ;At 03/22/2021; z O E E DATE 312212021 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE AS SHOWN > 0 �lJ L HEALTH DEPARTMENT H JOB NO. 47747 SHEET NO. C0.0 GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. FIXED BOLLARD DETAIL No Scale TACK AND SEAL 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW iA r PAVEMENT 2'-0" DIAMETER CONC. FOOTING 3,000 PSI @ 28 DAYS ASPHALT 1.5 TIMES EXISTING PAVEMENT MIN. 2" WEAR COURSE AND 4" BINDER COURSE .......................... ................. ................. ................. -6" 6„- ................. ............... COMPACTED- . a VDOT /21A .................. PIPE AND SEAL AS REQUIRED NOTES: 1. PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL 2. REMOVE TEMPORARY PATCH IF PRESENT. EXCAVATE COMPACTED BACKFILL AS REQUIRED TO INSTALL NEW BITUMINOUS ASPHALT. RE -COMPACT SURFACE OF BACKFILL PRIOR TO INSTALLATION OF PATrN PAVEMENT REPLACEMENT No Scale FENCE AND GATE No Scale NOTES: 1. ALL 6' CHAINLINK FENCING, POSTS, AND ACCESSORIES ARE TO BE BLACK PVC CLAD. NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% NOTE: SIDEWALKS SHALL BE 4„ 3,000 PSI AIR -ENTRAINED CONSTRUCTEDIN CONCRETE ACCORDANCE WITH COMPACTED SUBGRADE 4" TYPE 21B STONE VDOT STANDARDS. D DENOTES AREA OF CONCRETE SIDEWALK CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xVV2.9 2" 8" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale ASPHALTIC CONCRETE SURFACE :CURSE - SM-9.5A " INTERMEDIATE BASE COURSE - BM25.OA " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale I', W.yi�li��l� Cot GRAVEL ROAD SECTION No Scale NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT " TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE EXISTING PAVEMENT SAWCUTTHROUGH a EX. SURFACE Lu COURSE w & REMOVE PAVEMENT \ 2' MIN. EXISTING PAVEMENT 2" + PROPOSED MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE MILL EX. SURFACE COURSE J BASE COURSE �/ SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale ��ALTH 1�p �L' k a L- O V CRAIG W J. KOTARSKI Lic. No. 0402048507 ;At 03/22/2021; Ln 0 0 0 m x H 0 w Lu x z 0 Ln cc 0 O no O ad z O i z O a u U Lu w 0 z O Ln .. > w DATE 312212021 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE AS SHOWN Vl z W W OQJ z 1-I > LU 0 z o z LuQ Q w co0 J \' Q z i U H� Vl \W i L H JOB NO. 47747 SHEET NO. C1.0 / / / / / / / / 1 I I I 1 1 1 ( 1 1 I I 1 / 1 / / / / / / / / r / / / / / BORE HOLE'-01 \ \ 1 000, 000, 1 \ 1 \ 1 569 / , / / / / %\ -+ / ------- 0000, INV=35I / FENCE 1 \\ 7' CHAIN LINTY FENCE \ / / / ' ------ IGA E 11 II 11 II \\ \\ \\ \\ \\ \\ _ / / / /-X// / \\ 11 / �///•,`•' / JG \\ I / \�(I // x ,/TW=351.85 /' I \\ INV=338.81 /% \ /' f --- �0" TERRA COTTA 000 E-03 CUR\ CGS CONTRACTOR SHALL RE E INV=338.77X3544ORE/)OL 000, AND RESTORE CHAIN 0" TERRA COTTA/ ASPHsLT FENCE AS NECESSAR � RCEMANINSTI/ FO �TION �UGT x / / // \ / \ ' / / / / \ / \ �� I I II \\s ❑ I TW=34.83 I / /' \ / \ \ \ �\L\C I I I I II s TOC-351I4 \ \ \ / ��- . \ / GATE l � O# �T II I r � //� U/G POWER \l¢S¢ ��\ SA WCUT (TYP.) / / 1 SAN — — /' �_/S/ANC I I 1 II \ GI SPNy .51CONC.WALL Q/ W114ND RAIL II I \ ` — —x— I \'----+------------------- X — / - - - ; / GRAVEL / / PS J / , tS� r35s.o' X�I ss I 1 \-------- -----5 aa I / �' ', I \ 1 \ \ II 2. 7:4' UTIL/VAULT 1 REMOVE FENCE. SEE, / / LAYOUT PLAN FOR EXTENTS \ \ / II / / I / / / // /I II ASPHALT cuR6 , / I / I \ 11 1 I / / z TOC-351.79 / OF FENCE RE OVAL \ / 1 •� / / / I I / \ TBP� 1 / �SPN / / I I / / / I J0 / I 11 1 I , / / �k / 3 Y UTIL VAULT 69 6 / E 5 1 / / FENCE J / T SH COMPACTOR I / "� 9 I ti GATE I \ 1� 3 _ / 0 / / J I ` a / 4' PLAN IC CONTAINER \ NV=357 44 X354.9' / CONCRETE / ------ / I OLE-02 \\ � i / I k \ 1 /^�� / INV-J5753 i---- \ \ I ' I I STORYFRAME \ --- ---- - -- I \\ \ \ \ /��\\/17P\\l/ (, ' , x� / j U/GPOWER I I 1 I---- \ SHED / p — �-------- _ — — — I _ _ ' \ OLD-DATR q /L------- �T--© — _ , I `\I 4'PL 'APPROX. LOCATIONOF 1 \ // I I / \ Q --------------- - - - - -- --- RdCK, BRICK UIGIFO/ /(SHOWNPERPLANT\ / Q 11 I U/G POWER & S�QNE LAY SITE 7 --------- / / / -- J, I DOWNYIREA c \ \ \ I I \ J I / 2.5X2.5' GRATE INLET / TOP-353.98 / I / REIQVE AND REPLACE \ _ / \REMb\�E AND` GRAVEL-AI CURB S NECESSARY I J R40CATF \ \ \ ` / / / \ \ \ ITT99 / FOR FORCE B)lA1NJNSTALLATION I 1 5e DU PATER TW=367.19 I /l \ U/GTELEPHONE�, \\\ \ \\\\ \\\\\ •\\ \ SS CENTURYLINK) r _ I - _ \ \ JGP PILE U/GUNKNQWNSI CONDUCTOR - POSS FORCC-MAl Q \ \ \ (1 I I I - \ \ \UGP�- \ \ \ /I\ \ �I SANITARYMANHOLE \ \ \ / TWT367.24 1 , x, GRAVEL \� \ \ \ v I I / / \ \ �, \ \ � \ \ ' TOP=355.10 -X ELECTRIC BOX\ 1 \ INV IN = 3Q6�2 / 1 I \ \ R• \ \ Ci \ \ \ \ \ QiIV CONC,pAD INV. OU1= 346.33 Ci.QF9/ :\ '--_ ,,\\ -_ ___- -C / \ \\\\ \\ \\\\\ \ \\\\4'RLASbGCONTAINER \ \\ TOP 8"IRON ---- QLD=DAB, /',' PIPE=373.48 / APPROX. LO�&AQN OF \ \ \ \ \ U/G 1 "PVC LINE \ , , \ [,cr 6'ca \ \ \ • \ \ \ \ _ (SHOWN PER PLANT SIDE- \\ PLAN -SCALED) \ \�\\` ABOVE GROUND \ \ \,,c \ \ \X\ \ \ \ \ \ ROOF 27RA/N T-YQ \ \/ ��� \ \ \ \ \ M \ \ PROPANE TANK T\ C \ \ \ \ \ \ ` \ \ 00 \ \ P CO ALL \\ CONC. DOCK \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ SAN\ \\ ®t\ / --- --\\ B \\ �� \ \\\\ \ �� \ \\ \ q \\ \ \\\ \\\ \\ \ \0 \\ -11Z \ _ 20 TCip'vT'9/I� _ _=36�.25 - - - \ ` �J TOP 8" IRON 6" IRON VALVE - - C \ J ) I ( 1 1 I \ \\x \ PIPE 373.44 U/G UNKNOWN SIGNAL \ \ \ \ \ \ \ \ \ sAN\ \ \ \ \%x \ \// /� ✓ P�\ \ 1 I �f I /I 11 11 \\\ CONDUCTOR - POSS SLUDGE LINE \ \ \ \ \ \ - _ _ - _ _ - - _ _ \ \ \ \ \ - _ ` \ \ �/ / \ U/G P4W R l \\ \1 \ \ i \ J 1 I \ SANITARYMANHOLE TOP=368.29 � a /' y FFE=36534 0 TOP OF 4" +Dl = 363.86 k \ \ a N \ / I I \ I 1 CIL CHAMBER = 363.46 FFE=36534 AO I ALTH 0 O V 1` V CRAIG W. J. KOTARSKI Lic. No. 0402048507 .,t 03/22/2021 , CL O oc t7 Im Z O a c.) In w 0 Z O N W w 0 DATE 312212021 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE ill =10, wQ J O w 0Qo z 0 cC V �Q^1 / 0 w Lu I —I Q 0 �z w 0 m U Q i V Uu I\� U) H W `u i JOB NO. 47747 SHEET N0. C2.0 0 c n' N C oa no �0: n0 Iv z 20 0 c 16 0 a � C y L D V 0 O� N m O" �a � m 0£ r 0 0 nm m Yp 0 N U C N O tt d65 m c m U Erl � 0 m 0 a dv 16 a 0 o 2 m 0 .. m 0 2 R m m � C U m n o N m� L LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT GRAVEL HEAVY DUTY CONCRETE FENCE (TYP.) U/G POWER \ \� \ (POSS CENTRAL VA \ \ ELECTRIC CO-OP) / \ \ \ U/G TELEPHONE / �/ / \ / / i / / l h \ \ (POSS CENTURYLINK) l / \ / h /\ I i� / A 000, X\ 7 \ INV=353.00 / A- J / G , GRA)/EL \ INV=355.69 / / PS /z-t--------\ I I / • P / FENCEGATE \\ TCHAINLINK FENCE JG4 x TW=351.85 I lNV=338.81 CONTRACTOR SHALL REMOVE / --- 0" TERRA COTTA AN"ESTORE CHAIN LINK c / FENCE AS NECESSARY FOR C� X I **�I -FORCE MAIN INSTILLATION. J II I i�� I $OREI OLE-03 ` X354I5' � \ / II \ / /X� � CGS / CURB / I I i J \ / / /�� I I I 11 m l V=338.77 \\ / / \ / LIMITS OF ASPHALT !� I q0" TERRA COTTA \ 1 �%c / D�GRBANCE = I I ��------- 1 O— II \ / UGT 9,233 SF M T TW=3�1.83 \/ �/ /// / / GATE I° rI "TOC=351 PUMPIHOUSE AND R- \ U/GPOWER no-SAN—I� I I I I MECHANICAL PANEL (� \ GRAVEL �� I } \ \ 'r \ _ ns // / / / / / I I / �SPN� Q/ 5'CONC. WALL I r !' / I O W/ HAND RAIL000, I x ------------------- / r �I GRAVEL PSP�P�i � t�Fx 356.0' / X 355.5' TRENCH AND INSTALL x ----- / \ k / / I 2.5 Y4' UTILAUL T � O / / / I I FORCEMAIN AND REPAIR / / \ I / \/ \ \/ / \ /\ / / \ \ \` `\ `\ \` X ` � �����.•£vvtt7 ftt./ / / / / // // / l /J // / /�>// I /// //////J/', � 40000 / PAVEMREANTTN IOPER \ V\D` OT OPEN CUT PAVEMENT N DETAILI II I II ----�II ------- ----- / I I Fil \ \ LUME ---- -- -/ RESTOPILE i / ASPHALT CURB TOC351.79 EQUALIZATION BASIN /wSPNTRASH COMPACTOR 3Y3/TlL VAULT 4'PLASTIC CONTAINER \ ` / TIE IN P 40SED --- / \ / FENCE YO EXISTIN / '�s / / I I t LIMITS OF / m \ - r CONCRETE / `Y ___ DISTURBANCE 9,233 SF BLOWER j / \ i / / / \ 0000, \TYP) \ ® 4 /� I / 4\ 11---- � / VALVE J / / I 1 STORYFRAME I JO U/GPOWER \ TW=367.24 00040 -v,P I �� O V CRAIG W. J. KOTARSKI Lic. No. 0402048507 .AA 03/22/2021 M E O 0 �U N � N C > E E W W � U. o 3 0 LL - U m Z n —m O '2 33 0 ) vI cL c LL W 2 ac N Z xva� O c n (n N 0Lu i M Lu d � W J vi 0 0 x c� 0 0 Of x F 0 w w w H z 0 DATE U) 312212021 0 DRAWN BY A. MABEE } • DESIGNED BY • J. SHOWALTER • CHECKED BY C. KOTARSKI • • SCALE • AS SHOWN / VAULT x I / 1 SHED / \UGP I/ / I _ CL BOLLARD (TYP.) i / L — — — — — — — � \ � \ � / OLD-DATR � �5 � — — — — — — — — ❑s � — — — — II � I 4' PLASTIC CONTA / \ \ AVPr3UX LOCATION OF I � x I �� J-x / / / r v , / ROCK, BRICK U/GiFORCE MAIN - 4" Dl I I J x 7 &STONE LAY .,,(SHOWN PER PLANT I x— �—x— x x— — — � I I ¢ U/G POWER � x— x 1 / DOWN AREA \ 4N - SCALED) I / , Q /Al\M\ \ / J / J�'e I / 2.5X2.5'GRATEINLET NEW GRAVELTOP=353.98 TIE IN PROPOSED / DRIVE " \ \ /Lu FENCE TO EXISTING \ \ \ / I / CURB 5 U/G TELEPHONE0 Q u„ I TW=36719 / / �\ P^SS CENTURYLINK J� I / I / / TIE NEW�LUMBER / '� GRAVEL DRIVE �� \ RE-ROUTE EXISTING POWER AN / I /; PILE TO EXISTING �� / TELECOM LINES AROUND PROPOSED_ 3 { { 2 O Q / GRAVEL ��� / ELECTRICAL BUILDING AND GENERATOR / I / U/G (3 2!UNKNOWNS �'..\ / PAD. CONTRACTOR SHALL CQORDINATE / 1� CONDUCTOR - POSS FORCE MAY RELOCATION WITH THE APPROPRIATE GQ � I LL � Q qQ F<FO TELECOM AND POWER COf PANIES. �o > J TRENCH AND INSTALL FORCEMAIN. eUj T4/O Q/ UGP� I II SANITARYMANHOLE } a REMOVE AND REPLACE GRAVEL AS GRAVEL �� J� 11 TOP=355.10 �� z 7 5..3' ELECTRIC BOX } 1 I INV. IN = 346.52 NECESSARY TO MATCH THE p� I EXISTING CONDITION. (TYP.)CONC, PAD I jl INV. OUT=346.33 OLLJ O 6 I Q Q / 0T(04, iQFT9iy �N �ye 4' PLASTIC CONTAINER / I f� w T / / / TOP 8" IRON \ ` v \ f` Q � \ x\ \ PIPE=373.48 APPROX. LO,4FlQN OF U/G 1"PVC LINE\ \SOT Nco \L LIMITS bF (SHOWN PER PLANT S/T DISTURBANCE PLAN -SCALED) 9,233 SF \ \ \ \ ROOFDR41N (TYP) ~� ABOVE GROUND \ �'Or \ k\ / � \ \ INK `SA \ /�' �'' Se UT�/ \ \ � PROPANE TANK \ 1' ONVALui L CONC. DOCK m CI \\ \ AN\ �CpNT FFE\-36, 29 ' \ TI IN PROPOSED \� �s / \ / c� 2/�cNT \ /� SCALE 1"=10' — \�- FORCEMAIN TO ING FORCEMAIN \ TOP \\ / \ l / JOB NO. 6" IRON VALVE TW=36725 C \ \ \ / / �y / 0 10' 20' 47747 \x \ PIPE=373-44 \ \ \ \ �� \ / /�\ ✓ �\ \ \� SHEET N0. U/G UNKNOWN SIGNAL \ \ CONDUCTOR - POSS SLUDGE LINE \ \ \ \ I ' b P U/G POW R \ / / C3" 0 0 c n' N C as no 80: n0 LDN 2z 0 0 c 16 0 a � C y a 0 Oc o� N m i n � m o� r= 0 a� o � nm c m Yp 0 N U C aKi o_ t 2 �65 m c m U E O C 0 m 0 a 02 16 a o 2 m 0 .. m a 2 R m m � C U m n o N m� L U/G POWER / (POSS CENTRAL VA / / 17 ELECTRIC CO-OP) �' y U/G TELEPHONE / / / / / ' / / \ i \1 I / o 041 (POSS CENTURYLINK) } , / / / / /i / / / / I I I I / C) ItT Lie No. 04020485071 / /// /// / / ///� I // ' \\ ' A,6 03/22/2021 INV=353.00 }/ / / / � _ - �\\ / I \\ I SSIONAL U INV=355.69 / / /'\ ' \ - - /\ / P� \\ / o > E ai E /!/ U. / ,' �/' m z FENCE 1 I ! I 1 11 11 I \ \ \\ \ \ \ // / \ //�i\\ av>io� a /r \ / IGATE 1 1 \ I 1 I \\ \ / 7' CHAIN LlN FENCE \ � M / x— / x / Lu I \ X / \ TW=351.85 I a = LL / / INV=338.81 x c ry z #0" TERRA COTTA � � u > � p N > CURB X354II' �I I II�/T ORLu E BOLE-03 / vC�1 1 \/+ III II ii1 �i 'td✓ I lNV=338.77 0 / / / / \ \ 1 I 1 1,1 l cc\ \ o w /' / > 4 VO"TERR)gCOTTA / \\ ASPH LT / /�/i I �UGT / 1 / I I I X I M s X I \ ^ �\ \ \ \\ ----/\\\ / FM J FM II III II \s TW=3�j1.83 Q // I 66 / \ \ \ /� \ / /JO GATE l / I I I TOC=351.4 / \I �/ / \ U/G POWER o 365 / / / \./ _-/ / /J!/ / \\,ANC_ SAN—II I II L— I11 — —1\— — — \ w H / I I I I GRAVEL 0 �364.5' CONC. WALL ��' / /' / / / I _ / - / Q/ W/lf4ND RAIL II I ` \ 0 xJ I 0 363 / ----i---------------- ( / YIPS (� /// / I 1/ — — — 0 \ —� x / > DATE / / PS J / ' I t� r /356.0' -------- / GRAVEL / / / / / , I 2.5SY4' UTIL/&AULT =0 3/22/2021 DRAWN BY QD _ _ L UM A. MABEE \ --I------ / \ / / , I / I / I / \ \ ❑s \ II PILE \ \ \ II / / / I / / /' I� ASPHALT CURB / / / I / I / `\ �1 \I I / / / /y TOC/351.79 II • DESIGNED BY / 'LAY / \ ccr)°\ / \ > X I � ' S N // I I / / JO I / � \/ I 11I I , / I 3JC3'/TlL VAULT � \ • J. SHOWALTER VDOT S7D CLASS 1/ F CE c� l / I TgASH COMPACTOR I / _- ___- / N 1 I/ I / • CHECKED BY I RIPRA� / GATE J II 1 �A \ ' I I 4'PLA*TIC CONTAINER / �10 �,I 1 ' / • CO \\ --\\ WIDT4i1=3.0' JO / / ' III �_—_—_—J j O I I— OQ 1 \ C.KOTARSKI WITH 2 = 3.0' / / / I i % C X 354.9' \J \ I \ c / / I I / / \ / / I \ O I _ • I• SCALE L GTH=4' / � a // / / yip � �/ I � ``1 \ \ � ! '`-- ,' 365 / J\\ DPTH=24" /� / ' I 1"=10' u' / x CONCRETE IT / `q 1 \ ----\ / - • s9 / /':e 364.86' 102 / \ \ �\ 36z.ss' / / / ' / VDOT STD CLASS 1 00e/ \ 10i RIfnRAP I I i / 1 I \ / WIDTH 1 = 3.0' 1 STORYFRAME l / I JO Q I / 363.83' \ \ \ \ \ \ \\ /� \ J 100 _ - - - WIDTH 2 = 510' X I I SHED / I / U/G POWER / \ V \ 1 / \ - - LENGTH = 4' I / �uep _'� -DEPTFI=2'4" L ------ / I \ 363.22' \ \ \ �6 / OLD-DATR 5 _ - - / — — J T ❑s \ / \II l / \1 4' PLASTIC CONTA 9PP bXLOCATIONOF - ---- - - - --- - / K /�CEMAIN-4"Dl - ^ _ =�x —I U/G POWER / I / ROCK, BRICK \ / ` N SHOWN PER PLAN 3 \ \� \ - - - \ / x— ��- x-=== I I / 1 I / Q \ \ \ \ / / \ \ / PLAN - SCALED) \Sg� Es - - - - \ x — —x— - \ \ I & S� NE LAY \ - ' - \ x— I I' - ' j DOWNYIREA352.40' 36 / ` j\ \ \M\ \ 360 \ \ - \ l\I \\ / a /^-------- --\\ \ 'JQ I / 2.5X25'GRATEINLET // 00­ TOP=353.98 /Lu \\\\ CURB // I / I �I / / z 364 \ \\` \ \ U/G TELEPHONE- _ \ \ \ \ \ l a TW=36719 / \ \\ I \ \ \ Jc� ' - / I , �POSS CENTURYLINKJ r - - \ \ \ \ \ \ \ \ � GQ� I I i /' I J CL 362.33' PILE R LUMBE � \ I 362.87' \ U/G UNKNQWN SIZ;IVA(\ \ I I \ \ \ CONDUCTOR - POSS FORCE MA/ \ \ 363.0 \ \ \ \ \ \ \ / \ \ \ P/ \ \ I z Gj �; \\ _ _ - - - - - - - - - - `\ \ \ \ \ \ Q� \ \ \ \ \� UGP�c \ \ `\ �I\ SANITARY } a / TWT367.24 I ;' ; \ \ \ \ \ \ \ L7 ck� GRAVEL / \ \ 363.06' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` } \ 1 1'{ I TOP=355.10 H� z \ 363.47' \\ \ \ \ \ \ \5. �-3' ELEbTQ1C BOX\ \ \ \ ` \ \ \ INV. IN = 346 52 0 \ - \ 363.37' \ / \ 60NC,-PAD \ \ \ \ \ \ - - - _ \ �- I \ 1 \ \ I INV. OUT' 346.33 O 363.50' \ \ \ \\ \ \ \ \ \\ 363.55' \ 363.97' LLJ cr � �aa 1 \ 0 \ \ \ \ \ \ \ \ \ \ \ 4'RLAS�l6 CONTAINER \ \ F _ _ .96' _ / z TOPS"IRON OLD= \vim\ Q 1--I PIPE=373.48 DA�(3 \ \ \ \ \ \ \ \ \ \ \ \ \ I 1\ 0 TW=36719 / APPROX. LO�FlQN OF \ \ \ \ \ \ \ \ \ \ \ \ U/G1"PVCLINE�' (SHOWN PER PLANT SITE \ \ \ \ \ PLAN -SCALED) \ � � � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ ` � \ \ \ \ \ ROOF 19I�AlN7TyP� ABOVE GROUND \ UG-r\ � \ \ \ ` \ PROPANE TANK00 M \ q\ \ \ \ cj \\ \ 1'CO♦� BALL ���` % \ _ \ \ \ Y\\ \\ \\ \ \ \\ z ` V) Lu CONC. DOCK SCALEI"=10' STOClrC, \ \�\ \ /fFFE�-36529 / I b II I 1 \1 \\ \ \\ II \ — �.367.25 — — — \ \ TOP 8" IRON \ \ \ �\ \ / / \ \ I 1 JOB NO. 6"IRON VALVE \\x — ' — — — \ PIPE=373.44 \ \ \ \ \ / J / \I II t 11 1\ '\ I \I I — t 47747 SHEET NO. U/G UNKNOWN SIGNAL \ \ \r — \ \ \ \ \ �' Q \ 1 I 1 1 1 \\ CONDUCTOR - POSS SLUDGE LINE \ \ \ \ _ \� \ - - _ \ \ I 5 \ I I \ \ 1 C4, O \ \ - -- - \ -_ \ I b U/GP WER l \ \ 0 n' N oa no 80: n0 LDz 20 o2 c m o a � C y a 0 o c, 0� N m O" i n � m o£ r 0 0 o nm c m {Yp 3 N U C �o t �65 m c m U E C 0 m 0 a dv 16 a 0 o gm � m m 0 2 R m m � C U m n o N mE L PROJECT KESMICKW►lTP SHEET UNITS OF ENGLISH CULVERT DESIGNER: REVIEWER: DESIGN A. _MABEE FORMLD-269 DATE: DATE: 319,2021 ROAD COUNTY Albemarle (Zone I) CULVERT 1 VA NOAA Station Charlottesville HYDROLOGICAL DATA Method: RATIONAL Drainage Area: 1.15 Acres Time of Concentration 10 Minut es DESIGNFLOWS Shldr. Elsf= Eli= L= S= SKE'= Elev. Lt. = ELHWd= 358.46 0.00 ft 357.65 ft 22.07 ft 2229E 00 RoadwaYWidth ft ft :+1-- 11 --------------------------------------`-------------- H,=t _ ______ DEPRESSION 'In" Bed ft ROADWAY _Stream 0 in. 0.013 ELEVATION Bell 360.49 ft --------- Elo= Road Length 0 Freeboard=VALUE! Shidr. Elev. Rt = -- H TW DEPTH TW TW VEL. Channel 11 357.16 ft Suface Type 0.09 15.10 357.53 GRAVEL ft I t ft fps ft R.I. (years) FLOW' (cfs) 5 Design 1.68 2 Check 1.45 10 Max. 1..88 CULVERT DESCRIPTION: TYPE: SinglelbfultipleCouforming Inlet Edge Description: Smooth Tapered Inlet Throat TOTAL FLOW Q cfs FLOW PEE BARREL QIN cfs HEADWATER CALCULATIONS CONTROL HEADWATER ELEV ft OUTLET VEL fps MINIMUM SHOULDER ELEV. €t COLMIENTS INLET CONTROL OUTLET CONTROL Single:Mul tiple Conforming! Broken Back Culverts HWvD HWi ft FALL ft ELHWi ft TW ft do ft (&-D)2 ft ho ft ke H ft ELHWo ft MATERIAL SHAPE Size (in) N Mannings 11 Concfete Circular 12 1 0.01 1.68 1.7 0.81 0.91 0.00 35S.46 0,09 055 0.78 0.78 020 0.13 35S.07 358.46 5.99 1.45 15 0.75 0.75 0.00 358.40 0.08 0.51 076 0.76 0.20 0.10 359.01 358.40 5.74 1.SS 1.9 0.57 0.87 0.00 358.52 0.10 059 0.80 0.79 020 0.17 358.12 358.52 6.16 Broken Back Culvert T.AILW'ATER DATA: TAILWATER RESULTS: ROADWAY DATA: ROADWAY OVERTOPPING: LENGTH Elev. SKEW ° Ch=el Shape Trapezoid al ..n.. = 0.035 Discharge cis Elevation ft Flow depth ft Velocity fps Shy force PSF Roadway Width, ft 11 Discharge c& Overtopping Discharge Cf5 Overtopping Elevation ft Bottom Width. ft Side Slope Lt:(HAV) S ide SIDpe Rt: (H:1V) Slope, fUft 1.00 Surface Type GRAVEL 2.50 Design 357.62 0.09 15.10 22.71 Top of R Dad E levation, ft 360.49 Design 0' 0.00 2.50 'Check 357.61 0.08 14.42 20.97 Length Df Road, R 0 Check 0 0.00' 1_1Channel 4.0000 IL.Iax. 357.63 0.10 15.65 2421 2ti. 0' C.00 Distance Elevation n - TECHNICAL FOOTNOTES: (1) USE Q;NB FOR BOX CULVERTS (4) ELhi = HWi +ELi (INVERT OF INLET CONTROL SECTION) (6) ho = TW or (de +D,2) (WHICHEVER IS GREATER) (2) HW vD = HWM OR HWi-I) FROM DESIGN CHARTS (5) TW BASED ON DOWNSTREAM CONTROL OR FLOW (7) H = [1 + ke+ (29n1R'-11]v72.g (3) FALL = HW'I - (ELHW'd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS! DISCUSSION: CULVERT BARREL SELECTED HW'd DESIGN HEADWATER i INLET SIZE: n: HWi HW IN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW'INOUTLET CONTROL sf Streambed ENTRANCE: I .g Culver t face PB I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE x GROUND LINE ¢ GROUND LINE Alp EARTH III i) /J ROCK OR UNYIELDING 11: Ji d /! EARTH o SOIL a I. REDOING A _ MATERIAL n j = I� 3' 6 MIN. 1/10 D % D % BEDDING MATERIAL MI p D I X D X BEDDING MATERIAL MIN. 1/10 D t X D X NORMAL EARTH FOUNDATION N. BERMAX..F24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN. 15 x D MIN. 1.5 x D MIN. 1.5 x 0 MIN. 1.5 x D STOP OF FILL TOP OF FILL TOP OF FILL N////r J//NJ/ :. / i1 :•: L NOUND - � /JJ/!Jr J/N/J/ •� • }• / C ;. GROUND 0 ='• ;•: LINE = J!J!/J/////// !/NJJ!//JJ!// /N/J//// a N//!NJ/ _GROUND _LINE OF __ ___ __ _ - - _„ III IIIdII=]IL--III II a EURT„ CROCK OR MIN. 1/10 D UNYIELDING - LLIT MIN. 1/1OD n ^BEDDING ^EARTH MIN. I/10 0 X D X BEDDING MATERIAL " PER -- SOIL I�OF H % 0 X MIN. B", BEDDING MATERIAL NORMAL EARTH FOUNDATION MAX.24" MATERIAL ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH ® EMBANKMENT NOTES ON 02 THE ROAD AND BRIDGE SECT AT IONS.OF REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING, BRIDGE AND SEE INSTALLATIONPE CULVERTS WITH CLASSSEC BACKFILLWITH SECTION 302 OF THE ROAD AND BRIDGE 302 OF THE ROAD ERIAL IN ACCORDANCE SEWERSFGEINERAL NOTES SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL FOR PLASTIC PIPE IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 6" MINIMUM CLASS I SACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6' REGULAR SACKFUL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12. OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. N ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. �VDO Y H A L AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" VIRGINIA DEPARTMENT OF TRANSPORTATION 302 303 SHEET , OF 4 REVISION DATE 07/19 1m.o1 U � C in t` w N Ln � O oDM cbOuD~ LU HMO a o U)P-z m 06 'a t U C CO 04 N tp 16- N w M M W �Mz o FO> qF;r V) ­­ z 7RS PROPOSED GRADE 360 360 EXISTING GRADE 101 355 1" 2 07 ,. 355 2.ZZgy CP 350 350 9+50 10+00 11+00 CULVERT HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE p,LTR 0 U CRAIG W. J. KOTARSKI Lic. No. 0402048507 ,, 03/22/2021 , CL O oc f f DATE 312212021 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE AS SHOWN z 5W W O 0- u�u I� a i i U (n w V LU Q F LL p z O U Q w m J Q L H JOB NO. 47747 SHEET NO. C5.0 FORCE MAIN NOTES: 1. DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF AWWA C111/C150/C151 & DUCTILE IRON PIPE FITTINGS SHALL MEET THE REQUIREMENTS OF AWWA C11O/C153. PIPE & FITTINGS SHALL HAVE A 40 MIL (NOMINAL THICKNESS) PROTECTO 401 EPDXY LINING IN COMPLIANCE WITH AWWA C116 AND A BITUMINOUS SEAL COATING. 2. DUCTILE IRON PIPE FITTINGS SHALL BE PRESSURE CLASS 250 AND HAVE MECHANICAL JOINTS CONFORMING TO THE REQUIREMENTS OF AVWVA C111. 3. INSTILLATION OF DUCTILE IRON PIPE AND APPURTENANCES SHALL CONFORM TO AVWVA C600. 4. FORCE MAIN SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER, UNLESS NOTED OTHERWISE. 5. AFTER BACKFILLING, FINISHED GRADE ABOVE THE TRENCH SHAL BE RESTORED TO ORIGINAL CONDITION. 6. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE ROUTE OF THE PROPOSED WORK IS NOT NECESSARILY SHOWN ON THE PLANS AND WHEN SHOWN, IS ONLY APPROXIMATELY CORRECT. IN ADDITION TO CONTACTING MISS UTILITY PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL EXISTING UNDERGROUND LINES, FACILITIES, AND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY UNDERGROUND LINES, FACILITIES, AND STRUCTURES DAMAGED. NOTES: 1. THRUST RESTRAINTS SHALL BE PROVIDED ON ALL VALVES, FITTINGS, BENDS, TEES AND DEAD ENDS. 2. THRUST RESTRAINTS SHALL EXTEND A FULL JOINT OF PIPE IN EACH DIRECTION (20 FEET MINIMUM). 3. ADDITIONAL RESTRAINED LENGTH SHALL BE PROVIDED WHERE INDICATED BELOW. THRUST RESTRAINTS SHALL BE MANUFACTURED BY EBAA IRON OR APPROVED EQUAL AND THE SERIES AS INDICATED: DUCTILE IRON PIPE AND MECHANICAL JOINTS: SERIES 1100 DUCTILE IRON PIPE PUSH ON JOINTS: SERIES 1700 PVC PIPE TO MECHANICAL JOINTS: SERIES 2000PV PVC PUSH ON JOINTS: SERIES 2800 6" FORCE MAIN (CL 52 DIP) RESTRAINT LENGTHS FITTING LENGTH NOTES 11.25" BEND 20' EACH DIRECTION 22.5" BEND 20' EACH DIRECTION 45" BEND 20' EACH DIRECTION 90" BEND 40' EACH DIRECTION VALVE 60' EACH DIRECTION ASSUMPTIONS: SOIL TYPE: SAFETY FACTOR TRENCH TYPE: DEPTH OF BURY: TEST PRESSURE MH (GRANULAR FILL) 2 4 3.5' 150 P.S.I. 6" FORCE MAIN RESTRAINED JOINT NOTES REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED BY HAND OR APPROVED SPRING LINE OF PIPE MECHANICAL TAMPER O HAUNCHING N0. 68 STONE - - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE 4. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR PER ASTM D698 TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 TD-34 1 I s I , I I 1 / / J / , / k n BLOWER / LL%RD (TYP I (TYP) � � I /I I 1 / I / \� 1 NEW GRAVEL / DRIVE I 1 I TEE -WITH CAP CONDUC I $TA 1D+25.15 I 1 4�'.;11Tt VALVE - 1\ L SEE SHEET C6.1 FOR 4" EQ BASIN EFFLUENT DUCTILE IRON CL 52 FORCE MAIN 370 365 360 355 350 345 -0+25 E H\_\A\ S ` +05,59 AS HAL >00 -i1.25°B1D U/GPO ko0 / �SAN -1+1 I L I \ \ EQUALIZATION - \ ✓ W BASIN ----- pYT P6// A III of / L/��, pSp�Jl S ':. Aso •.� X-k55.5 f ". 111 \ F------P.5�'UTIL V%ULT ASPhtALT CURD; / , .: I I / \ 1 p� f I 1 / / ' TX3' UTIL VAULT TRASH colypAcroR / \ - STA yt52 19 // UNKNOWk §l POSS FORCEI 45° BEND- §STA 10+67.76 2=:a 90° BEND STA 11+12.42 I Z3JL Al, U/G POWER 1\ \ \ \ \ \ /�� 2.5X2.5' GRAT INLET \ x \ i 7 I I CURB / I Q I TOP=353.98 I �0 END Y I , / QLC Q g214 \\ �\ �� Jc, 9 / I / UIG APf SH • W3.3"E6ECTRIC BOX �{ I > �/( 450 BENS° � \ N ` 1 - - ._STA 10+71.24 APPR O _ \ \ \ m me T' P NE • \ (SH�b1/NPffR LANTSI �� �\ 41\ z PLAN - SGAL �r v \ \ \ \ -NEW 4"EQBASIN \ \ ��co\\ ����\ EFFLUENT DUCTILE IRON 1 \ V /\ \ \ \ \\ \\ g�ALE 1"=20' _ CL 52 FORCE MAIN \ GT\ 1 \A \ � \ � Z G + Ij all NOTE: CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND MAINTAIN 18" MINIMUM SEPARATION BETWEEN EXISTING UTILITIES AND NEW FORCE MAIN. v p J +m d w ¢rn CD co PROPOSED GRADE p z 14 w m N W 4" DUCTILE o p m IRON CL 52 / N w N FORCE MAIN / +m ¢ a EX. U/ (p TELEPHONE/ _ (ASSUME o D_ z w p DEPTH o a Go 00 w m EX U/G o F z� + POWER F ¢ n (ASSUMED v) w N DEPTH) / J LL = i z / / 'O z EXISTIN GRADE / 12" MIN mow m / 18" MIN SEPARATION + ARAT101 F EX. U/G / POWER IR11 MIN I (ASSUMED / SEPARATION MP\�QgP5\ �O V' INFLUENT PUMP STATIONNEW 20 GON�RNC'c'R/O DUCT LE IRON CL ROF LE SCALE -0 ENS 2 FORCE MAIN 18" MIN SEPA (A I ION 3.5' MIN C VER RESTRAIN L JOINTS 0' AND FI INGS RESTRAIN ALL JOINTS AND FITTINGS 0+00 0+50 1+00 1+50 2+00 370 365 360 355 350 345 2+50 0� v- -TH MATTHEW R MILLER ry Lic. No. 056393 A 03/22/2021 E N N H M V, N C O > E w �E ~ E 3 Q W u pww�o w 0 w dOo'' w W M d�wM C7� �o z O N o �x O 3 LL c w Y �o Ln a o x �� � w o v o N m0 0 .a o O J o�.a am O ce 0 AM DATE 3122121 DRAWN BY 1. MARSHALL DESIGNED BY M. MILLER CHECKED BY B. STRICKLAND SCALE V / Lu z W LL 0 W a 0 0 < z I..L z adz ; a 2d '-' z Z 0 < O LLJ C2 LLI < U I CO O J LL U w LL 1--I W JOB NO. 40241 SHEET NO. C6.0 J L FORCE MAIN NOTES: 1. DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF AWWA C111/C150/C151 & DUCTILE IRON PIPE FITTINGS SHALL MEET THE REQUIREMENTS OF AVWVA C110/C153. PIPE & FITTINGS SHALL HAVE A 40 MIL (NOMINAL THICKNESS) PROTECTO 401 EPDXY LINING IN COMPLIANCE WITH AWWA C116 AND A BITUMINOUS SEAL COATING. 2. DUCTILE IRON PIPE FITTINGS SHALL BE PRESSURE CLASS 250 AND HAVE MECHANICAL JOINTS CONFORMING TO THE REQUIREMENTS OF AVWVA C111. 3. INSTLLATION OF DUCTILE IRON PIPE AND APPURTENANCES SHALL CONFORM TO AVWVA C600. 4. FORCE MAIN SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER, UNLESS NOTED OTHERWISE. 5. AFTER BACKFILLING, FINISHED GRADE ABOVE THE TRENCH SHAL BE RESTORED TO ORIGINAL CONDITION. 6. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE ROUTE OF THE PROPOSED WORK IS NOT NECESSARILY SHOWN ON THE PLANS, AND WHEN SHOWN, IS ONLY APPROXIMATELY CORRECT. IN ADDITION TO CONTACTING MISS UTILITY PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL EXISTING UNDERGROUND LINES, FACILITIES, AND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY UNDERGROUND LINES, FACILITIES, AND STRUCTURES DAMAGED. NOTES: 1. THRUST RESTRAINTS SHALL BE PROVIDED ON ALL VALVES, FITTINGS, BENDS, TEES AND DEAD ENDS. 2. THRUST RESTRAINTS SHALL EXTEND A FULL JOINT OF PIPE IN EACH DIRECTION (20 FEET MINIMUM). 3. ADDITIONAL RESTRAINED LENGTH SHALL BE PROVIDED WHERE INDICATED BELOW. THRUST RESTRAINTS SHALL BE MANUFACTURED BY EBAA IRON OR APPROVED EQUAL AND THE SERIES AS INDICATED: DUCTILE IRON PIPE AND MECHANICAL JOINTS: SERIES 1100 DUCTILE IRON PIPE PUSH ON JOINTS: SERIES 1700 PVC PIPE TO MECHANICAL JOINTS: SERIES 2000PV PVC PUSH ON JOINTS: SERIES 2800 4" FORCE MAIN (CL 52 DIP) RESTRAINT LENGTHS FITTING LENGTH NOTES 11.25' BEND 20' EACH DIRECTION 22.5` BEND 20' EACH DIRECTION 45* BEND 20' EACH DIRECTION 90" BEND 20' EACH DIRECTION VALVE 40' EACH DIRECTION ASSUMPTIONS: SOIL TYPE: SAFETY FACTOR TRENCH TYPE: DEPTH OF BURY: TEST PRESSURE MH (GRANULAR FILL) 2 4 3.5' 150 P.S.I. 4" FORCE MAIN RESTRAINED JOINT NOTES CAST IRON LID 2'SQUARE CONCRETE 3000 PSI PAD 4x4-W4.0xW4.0 WWR- MIN EXTENSION ROD AS REQUIRED WITH 2" OPERATING NUT 1' BELOW GRADE INSTALL VALVE BOX COVER AND CONCRETE PAD 1/4" BELOW GRADE IN CONCRETE OR ASPHALT, OTHERWISE INSTALL FLUSH. \-COMPACTED BACKFILL CAST IRON VALVE BOX (SLIDING TYPE) IG VALVE VALVE SIZE, PIPE SIZE AN 6" COMPACTED NO. 57 FLANGE TYPE AS SPECIFIED AV STONE UNDER VALVE ON PLANS Z EACH DIRECTION TYPICAL PLUG VALVE SCALE: NOT TO SCALE BLOWER LL JP . \ ` /r I / \ bg DD /F TV F367.19 NEWGRAVEL I / / DRIVE -=35.50° ¢END ' %f ` �f , / o I STA )µ52.1 EIAC / I f TRASH CO11Jl FACTOR I ! - ^x TE/ 1 1I I' �_ - J i �,l(L,359a9' Q I 1 1 I // / SEE SHEET C6.0 FOR 6 A c ` --INFLUENT PUMP STATION 1VCRTE 'FORCE MAIN PLAN AND VALVE V=3, PROFILE \ 1 VAULT y - _' III ILVKrIt2X1M,-T IU/GPOWE ,- SHED-- A1 - - _,_ - = a APPf?bX.ILOCATION'DF x L - - yr-- FORCE MAIN/ 4 95 N RER P ANT I ' I TELL PHONE 1 x �dd \ \ SCALED) I CURB / 3 IS LINK)92 PO D � \� - J�P/ e l / I / U/G UNKNOWN §l \ 05, o ' E�11�TH��" CAP CONDUC QR - POSS FORCE IN 6 \ / 10+25.15 _ TW=367.124 ; ., 450 \ �� UGP� _ TA 10+67.76 r W3.alZ ECTRIC�BOX TW=36Z19 / 45° BE11�* \ APPR O _ \ RH O K;`a \ \ \ -STA 10+71.24 /f, T' P NE �4 pLAS A[fiAJI�1 \ C NT / 1 TOPS IRON - \ �X9 `� Qom' PJPE=373.48 (SHWIV-PER PLANT Sl \ Zc ,'; NT = PLAN - SGAL Dr VDHMON✓F k� /� "� O'FD" �%XP \ ✓ rA80VEGROU D T��G hh 90° BEND ^ \ \ Go \ vT a/ 1 NE TANK con�ihau �� STA 11+12.42 / NEW 4" EQ BASIN EFFLUENT DUCTILE IRON CL 52 FORCE AIN \ \ CONC. DOCK\ 6" IRON VALVE-TW=367.25 - �\ - TOP 8" IRON �R�cT��N/� � \ PIPE=373.44 FNT \ ✓ ro 1 U/G UNKNOWN SIGNAL - \ �� �Ci CONDUCTOR - POSS SLUDGE LINE\_ \_ SANITARYMA')VHGLE - - \� U/G� TOP=368.29 - - � N� \ 1 pV� I IN TOP OF 4" +DI = 363.86 %%k 1 0 FFE=365.34 CIL CHAMBER = 363.46 FFE=365.34 3.2' DIA. CONC. STRUCTURE M TOP OF CONCRETE ELEV.=376.25 °D BOTTOM INV.=363.6t z STRUCTURE FILLED WITH WATER k\� �Lsq \ \ ^ �� �pAQ9Q cxo I TAGRAT� TO ELEVA TION 374. 10 I I \ N\ \ I AFC 1s �r� /l \ U/G UNKNOWN SIGNAL \ \ ` \� CONDUCTOR - POSS DRAIN LINE 0 6�N \ o EDGE CONC. CATWALK \ \ \ \ \ q0 \ SCALE 1"=20' QLD-DATR APPROX. LOCATION OF �qq 0 2' 40' U/G WATER - 1.5" PE 7' CHAIN LINK) ENCt� (SHOWN PER PLANT SITE PLAN - SCALED) \ \� \lNi`M"VERY. ISPENlNG)=355.36 - \ 1\l.\ 1 \. miu/k-i-oaL/ oA 370 365 360 355 350 9+50 r- (0 w=z a C J w Oz =LL O N z W O It +00 H� W w U m X M Harz H� Z O LQ ZZ >Z +�U0 Q O;t Q Np wQ _ N W U~�jLLI > m0 +m SJ nW �o O w +oW) �w / vQ Q� U) / PROPOSED EXISTING / GRADE GRADE / U/G UNKNO I VN SIGNAL CO DUCTOR / (ASSUMED L IEPTH) A / CO ER MAINTAIN T G 12" MIN SEPARATIO CO WG SLOP ju AIN NEW 4" Q BASIN gCEND FORCE EFFLUENT DUCTILE IRGN GI 52 FORC MAIN 25.15' NOTE: CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO 20 ROFILE SCALE CONSTRUCTION AND MAINTAIN 18" MINIMUM SEPARATION BETWEEN EXISTING UTILITIES AND NEW FORCE MAIN. 10+00 10+50 11+00 370 s 7 m 355 350 11+50 O�7,y THO;Gj U MATTHEW R MILLER Y Lic. No. 056393 0� 03/22/2021 M 0 x c� 0 H 0 w Lu x U a z 0 0 0 DATE 3122121 DRAWN BY 1. MARSHALL DESIGNED BY M. MILLER CHECKED BY B. STRICKLAND SCALE JOB NO. 40241 SHEET N0. C6.1 F J L County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp HI-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits 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 clearing. 2. Marklnrs: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the toe marking has been inspected and approved by a County Inspector. 3. Pre-Constr octioo Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Euuinment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of concoction materials including mil shall not be permitted within the dripline; of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affmt trees to be saved. 6. Fires: ❑ Fires are art permitted within 100 fat of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the driplinc of trees to be saved. & Protective Fencing: ❑ Trees to be retamed within 40 feet of proposed budding or grading activity shall be protected by fencing ❑ Fencing shall be in place and shall be inspected and approved by a County hapectorpnor to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a toe well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level most be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a contraction detail submitted for approval. 11. Tronchin r and Tunneling: ❑ When trenching is required within the limits of clearing it shall be done as far away from the hunks ks of tons n possible. Tunneling under a large roe shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Clete ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees "be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBHXTY TO CONFER WFDR THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (1) k I ) CONTRACT PURCHASER SIGNATURE (D:\'I E) 5/1106 Pagc 1 of 1 PRUNE CODOMINATE LEADERS p RUBBER HOSE / I II I I i it II I_ / °p <E .°A5 ME _ 15 I"ce.\L% E-. X- - O'/ °J-P9 ° A°C\D A fA'°\JG\M\E\ R\ \\ I�\ GC\ \\�A��!\\ R\ \\/ \ \`H \JO�Lq' ,\L/ Y 8\ _'II\ \ HT. �\\`\ 3 ' - ` `+_I\ \ O`, -\B \&-\ GALVANIZED WIRE GUY 12 GAUGE. ALLOW FORA JUN EAS 13 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8' SLIGHT AMOUNT OF MOVEMENT Z%2" HARDWOOD STAKE 2-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL \G IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR z CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS WIRE BASKET FROM TOP Y3 OF BALL. IF %/ 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE J a4 4SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER ' 2-3" MULCH LAYER, MULCH TO EDGE 00-1 -6"AWAY FROM DRIPLINE. KEEP I !�TRUNK FLARE / ° a 6"SAUCER CoTAMP SOIL AROUND ROOTBALL a BASE FIRMLY WITH FOOT I eP PRESSURE SO THAT ROOTBALL DOES NOT SHIFT \ f-7-------- -- ----- - -'- -355-74� O \l �\- \ , I / NOTE: STAKE EVERGREENS 6OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK 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. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER EVERGREEN TREE - STAKING SPECIFIED L - — — 1 - --- --—— /——————————— — — — — ————— — — — — ——A—I — — — —— \ _ — _— a �I_ -- — -i- ----l_-IIi --- _- -I - - -- -- - - - x-- -- �- --x— II ----- l -----J-------------------------- 360— 3� --- -- — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - __ _ _ _ _ _ _ __ — — — - - - - - - - - - - - - - x�x—--x--x——x———x— N T. UGP--- UGP— UGT--- UGT—--UGT— UG7— x------ �------ OP FfSACK TL— UTL _ _ ------------ UTL— —U- -- - ----- -------------- ---------- —------- ------- EXISTING BUILDING -------- --------\--------- 3 I\- �\\ 1- I r\ am\ ti\ —-- — I'I O 1 EXISTING BUILDING „ I UTL� UTLUTL— OTL I L r — ----- fSAN— — —fSAN— —fSAN— -SA (13) -sA�N-I \ \\ \\ SA\N\— \ \ \ \ \ /\sA�N(13) ILE AME XX—w w I-r N57°5i- - - - - - - - - _ -- \ IImo\ l\ —\ \ \ \ ` \\\\ 1 -------------------- II _-- X'-X — I _ X-- X --x-- Al�6 — EXi&TrNP-W66D.X —CONTRACT-eRTe-FIEtD — — — — — — — — — — - / — LOCATE TO CREATE CONTINUOUS - - - - - - - - _ EVERGREEN SCREEN 296.71' / -X-I—Y 64 WEST \ K—X— k—�-- \ \ \ \ \ \ \ SCALE 1"=1'0' \ \ o \ \ \ 0 \ \ 10, \ \ 20' \ \ \ \ 03/22/21 i M E 0 � O N Vi N C E w ° E ¢ LL 1 3 0 W O w O m KBa tM ¢ J U m W J—ui d 5 O N to N7 z W w Ir . ~ X ?i-i n< oQ =v Ln X N N xU >v� F ¢ c to O O1 N N M a� � H Im z O d U U w 0 Z O W DATE 312212021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=10' W LU Daz (D Q CL —j zW a ° �U/� -j V / Qct� z �a �w m J Q U `W i JOB NO. 47747 SHEET NO. L1.0 0 c 5 a .m c fc 0 0 3 c yyyy;a 00 �z rap M2 0 c E E o a c rn a0 0 c � m � 3 rn zN 0.2 2 a F to o 2 3 n m h X C 0.0 L j d N 0 0 12 d `o E c0i o 06 a c Inc 'o a 0 m46o in a C y m c 0 C p m MO ON c E 1-_ L