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HomeMy WebLinkAboutSDP202100025 Plan - Revision 2021-12-09KESWICK WASTEWATER TREATMENT PLANT IMPROVEMENTS MINOR SITE PLAN AMENDMENT 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: 08000-00-00-06OA0 & 08000-00-00-060BO LIMITS OF DISTURBANCE: 0.22 AC (9,371 SF) ZONING: RA, SITE IS LOCATED WITHIN ENTRANCE CORRIDOR AND FLOOD HAZARD OVERLAY DISTRICTS. 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 CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. SDP1991OOO97 COUNTY OF ALBEMARLE, VIRGINIA RIVANNA DISTRICT 12/07/2021 Keswick Rugoy (SITE 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 FORCE MAIN PLAN AND PROFILE C6.1 EQ FM PLAN AND PROFILE 1-1.0 LANDSCAPE PLAN E2.0 PUMP STATION SITE PLAN - LIGHTING E2.1 LIGHTING FIXTURE SCHEDULE & CUT - SHEETS TOTAL SHEETS = 11 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 �k-.\L1 H OF Jr �i %THAN M. SHOWALTER � Lic.\o,040=057151 12/07/2021 � VS rJ^ z O E T F- F- F- Z Z Z W W W Z 000 U (n Z W Z Z � 0 000 Z U U U OcCaa U') Wa as > 0 0 0 W W W W nfi u ) Ln of C" DATE 0312212021 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE AS SHOWN Vl I— z w 5M w 0 a LU 0 U V ) �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 2015 UNIFORM STATEWIDE BUILDING CODE, AND 2009 ICC/ANSI A117.1. 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. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FORM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE VISUAL INSPECTION PERFORMED BUY THE BUILDING DEPARTMENT. 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 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW 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 TACK AND SEALS / STACK AND SEAL ::STONE SUB -BASE -6" 6„� • • • COMPACTED a VDOf 021A .... PIPE BEDDING 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 NOTE: ALL 6' CHAINLINK FENCING, POSTS, AND ACCESSORIES ARE TO BE BLACK PVC CLAD. NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% i\\/\/ZCOMp, NOTE: SIDEWALKS SHALL BE 4„3,000 PSI AIR-ENTRAINEDCONSTRUCTED IN CONCRETE ACCORDANCE WITH CTED SUBGRADE 4" TYPE 21B STONE VDOT STANDARDS. r7=:) DENOTES AREA OF CONCRETE SIDEWALK CONCRETE SIDEWALK PAVEMENT SECTION No Scale .." ASPHALTIC CONCRETE SURFACE :CURSE - SM-9.5A P' INTERMEDIATE BASE COURSE - BM25.OA I' TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 8" MIN MATCH EXISTING IF THICKER PROVIDE TENSAR BZ1200 COMPACTED SUBGRADE UNDERLAIN BY NON -WOVEN • ■R• PREPAREDREPORT RECOMMENDATIONS GEOTECHNICAL BELOWMIRAFI 180N OR EQUIVALENT • 09mm DENOTES GRAVEL SECTION ON PLANS GRAVEL ROAD SECTION No Scale NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT EXISTING PAVEMENT SAWCUTTHROUGH a_ EX.SURFACE w COURSE w LL & REMOVE PAVEMENT \2' MIN. 2" ± EXISTING PAVEMENT PROPOSED MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale 0% / %THAN' 1L SHOWALTER � I.,c. No. 0402057151 12/07/2021 1W S C,N.=�4 V) 0 0 0 m 0 H 0 w w_ x z O V) cc 0 O F FnH z z z W W W z P O O O a U U U vrrr v)zzz w > > Z) 0 0 0 0 z U U U O aa'a . w w w Lr) a (L a > 0 0 w w w w V) v) w > > > of � of F 0 DATE 0312212021 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE AS SHOWN Vl z W 57 W OQJ z 1­4 > LU 0 z C) 0 z w Q Q L w 07 O J Q 7 C� U H� Vl W \ i L H JOB NO. 47747 SHEET NO. C1.0 NOTE: PROVIDE CULVERT INLET PROTECTION ON EXISTING AND PROPOSED CULVERT BEFORE RAIN 1 \ \ \\ \\ \ \\ \ 1 - - / / /' / / / /, / �' GRA EL I 1 EVENTS UNTIL SITE IS STABILIZED ( /NV=355.69 / / r l KESWACKCLUB, L L C / // / z \ - D8. 14123, PG. 741 1 \ 1 I \ \ \\ \\ \ 1 f+ � 1 �/� � / � '' /' � 4 \ ' a DB. 1467, PG. 15 (PLAT) 1 \ TMP 80-60A 1 I \ \ 1 \ — 1 / / I \ / \J \\ \ FENCE R \ 3S•• 1 I I \ \ / / / / P \ // - \ 1 \\ \ \ / J '�"\/ TCHAINLINIYFENCE ' I�\ IGA�� G J / rl; /TW=351.85 /INV=338.81— 0" TERRA COTTA 000, \ I $ORE BOLE-03 /II / � \ \ \ \\ f / may,// / // � I /'// r' ��/ \/ .\� 1 CURB / / X354�5I i I \/0G CONTRACTOR SHALL REMQY/ �I I I I ; ry I I�V=338.77 AND RESTORE CHAIN ( 0" TERRA COTTA / \ \ / / / (i ASPHALT FENCE AS NECESSAR Oft I I I I I / 1 L-=== - O =11��— / / / 1 1 FORCE MAIN INSTI TION \�— x I U/G UNKNy / / �UGT / \ �\\C;\\�� IX II \\ ■ — TW=351.83 I SIGNAL / \ _ _ _ _ / \ L\t\� CCt I II I �� I CONDUCTOR 3XX lL VAULT II ^ ' / \ / /'���\�� GATE l / I I TOC=351.4 \\ J04 O \ // U/G POWER \ '� \ / J SAWCUT 1 • �P-, I / _ ! SAN —' - I _ I I I — —1 Al / .t�/ �\ � /ANC � I� I I L J I\I I I 1 \ �� I I I I \ _ y I I I J GRAVEL /' /// /// / ^ \----t------------ �- P J/ / 1 \V // / / / //� ('Q/ � / II II X�_ —X NNEW EWPUMPH USER / / / G // / N4 5'CO C. WALL I REMOVE BORE HOLE-01 GRAVEL S / / I td �rj� .O — — —r A55.5' W// ND RAIL 1 I 1 \ ---- ---- ----- i , / LAYOUT PLAN. AND / 1 S j/ J 1 \ \ 1 a FENCE PER 2..jX4 UTIL'&AULT N. �j / / / / / / / ` \ I / // i / I / 1 ■ \ , RELOCATE 1 ------- ------ LUMBER PILE \ REMOVE FENCE. SEE\ / -� / �I I�_ / \ \ I ■ / rn YOUT PLAN FOR EXTENTS \ \ / II a / / / // /I I ASPHALT CURB AP TOC-351.79 OF FENCE REMOVAL \ so// III / / / �Q > PROVIDE C LVERT INLET y I I / / I RELOC/J�TE FENCE c� ----� I PROTECTI NON EXISTING GATE J // II I I TgASHCOMPACTOR N 1 /I I I 4'PLA*TICCONTAINER lNV=35744 AND PROPOSED CUO/ERT / / / / - - i �� I 1 / BEFORVRAIN EVENS IL // / I i._ _ — — — { --� O —I X 354.9' �J \ c X ` SITE I STABILIZE _ter-= \\1 � / CONCRETE I �Iy /\�� / OLE-02 \\ / ' `El�•1Q / / / Q / / / / III lNl< 357.53 k \ \ 1 STORYFRAME ' O U/G POWER / I I ---- \ \ SHED ueP \ a 4' PLASTIC CONTAIj QLD-DATR I . I I \ \ / 9PP bX. LOCATION OF \ \ \ \ \ \ \ \ \ \ \ \ \ � I l \ REMOVE AND R CE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I 1 \ _ GRAVEL AS NECESSAR i _ _ X � , \ U/G/ GE MAIN-4"Dl I I \ \ / SHOWN PER PLANT, FOR PIPE AND FORCE MAIN x--—x— —X \I' - r- I / ROCK BRICK \ \ `\ ` `\ ` \\ ` `\ \\ v �\ \ \ \ \ / - - - \ _ x — — �>�`_ x-z�-=-X- - 2 IU/G POWER I I / & S�QNE LAY `\ \ \\ ` \ `� \ `\ `\ \\ `� �\ �\. `� ` \ _ _ \ PLAN - SCALED' \ I \ y Ey4 - - IN$TALLATION\ \ - - - - - - - - - - \ I ' � / DOWNYI REA A ✓ A \ 1/' 1 / - v i ' / C�Q 1 / / L J / 2.5X2.5' GRATE INLET / REMOVE AND REPLACE \ \ \\ ` \ \ ` \ / \ \ \ \ \ / KESW/CK ESTATE UTILITIES, LLC l I I TOP=353.98 / / GRAVELASNECESSARY \ _ / ,REMOVE AND` \ `\ DB. 4123, PG. 748 FOR FORCE MAiNLINSTALLATION \\ ` \ R4OCAT� \ \ \ ` // l DB. 1467,PG.115(PLAT) CURB i 1 _ DU PZTER TMP 8®-608 U/G TELEPHONE- TW=367.19 I / \ -_ \ \\ \\ \\ \\ SS CENTURYLINK) � ` / _ _ \ \ � J - � LUMBER PILE REM O Nb-REPLACE, E ESS(aRY UNKNQWN Sl OR NE1A/PA / I \ \ CONDUCTOR - POSS FORCE MEII /' Ci` �\\ \ \ \ \ \/ \ \ \ \ ` \ \ _UGP��\\ SANITARYMANHOLE/ TWT 367.24 ;' ; \ \ \ GRAVEL � � 9 \ \ \ \ \ \ \ � \ \ \ \ • � \ \ \ \ \ \ \ \ \ � _ _ \ ti � I I I TOP=355.10 / \ INV. IN = 346.52 ` :3'ELEbTICB(1X\ t \ �V197VCONC,PAD \\\\\\\ \ \ \�'�\ \\�1� \\\ / INVOUr 346.33 �T� �C i ,/ `1 �C/r\ N%' 4' RLAS�l6 CONTAINER TOPB"IRON QLD-DAB PIPE=373.48 APPROX. LOCATION OF Y``` / /;' \ TW=36719 / U/G 1"PVC LINE \ UG 6c \ \ \ \ \ \ \ \ \ /t (SHOWN PERPLANTSWE \X PLAN -SCALED) �G \ \ \ \ \ \ ROOF29RAIN�T-VQ \ \ \ \ \ \ \ ABOVE GROUND M G� k \ \ \ _ / PROPANE TANK \ \ \ Uc \ \ \ \ \ \ \ \ \ l C \ \ \ \ \ \ Go \ \ fffff~`� �' ' ' / \ \ ` \ \ \ \ \ \ \ \l \ \ \ \ \ \ Z \ CONC. DOCK SCALE V=10- \ X\ SAN `\\_\�� --\ \\ \ �y\ \\ \ \ \ \\ \\ \ \ \\ \.01 10, 20' FEE\-365 29 'X \ II 1 \I \ II 1 I \ � \ � _ ` ` \ \� - - _ � / _ \LY _ \ / cT(i,QFT9/✓y�FNT \ \:� / \ \ � -- \ \ / �/ \ \ / �/ i \ 1 11 1\ '1 1 \\ I \ TOP 8"IRON -TW626" IRON VALVE PIPE=373.44 \ U/G UNKNOWN SIGNAL \ \ \ \ \�.\- � — \ \ \ SAN\ � � \ \ \ �'X \ \ / /�� ✓JI �\ \ � � �+ II, \� 11 11 \ \\ \\ CONDUCTOR - POSS SLUDGE LINE \ \ \ \ \_ _ SANITARYMANHOLE TOP=368.29 / TOP OF4"+Dl = 363.86 Y \ \ \� S9V \ \ \ 4/ FFE=365.34 CIL CHAMBER = 363.46 \ \ \\ :� /% Vk �69?8�'S. gQ\� FFE=365.34 1�0 F ,_n 1TKAN M. SHON:IITER y I-(c, No. 0402057151 12/07/2021 ;1`9 � am O oc t7 Lm H H H w w w Z a}OV OV VV u Z Z Z w » ::) 0 O O O Z U U U O rr rr c� (n wa wa a > 0 0 0 w w w w (n (n � � � _1r_1r_1 Q 00 0 n M N 0 0 0 0 . DATE 0312212021 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE ill =10, wQ J Lu 0 W 0Qo z rY V �Q^1 / 0 O r-( w J I —I Q 0 �z w 0 co U Q i V U H\� U) H W W JOB NO. 47747 SHEET NO. C2.0 0 n' N oa no �0: n0 LDz 20 0 2 C m c a � C y a 0 O m N m O" i n i� � m o£ r 3 0 n$ o � nm m Yp 3 N U C N O t2 d65 m � m U E c 0 m 0 a dv 16 a 0 o 2 m � m z 0 2 m m m � C U m n o N mE L LEGEND: El CONCRETE SIDEWALK HEAVY DUTY ASPHALT GRAVEL CONCRETE SECTION FOR ELECTRICAL, MECHANICAL AND OTHER EQUIPMENT DESIGNED BY OTHERS. SEE OTHER PLANS FOR DETAILS 9 / NV 0' FENCE (TYP.) I U/ �� I j I. 76 I / \ I EQUALIZATION BASIN -I I LIMITS OF DISTURBANCE = 9,371 SF NEW/ADJUSTED BOUNDARY LINE DB. 5650, PG. 144-151 \ U/G POWER (POSS CENTRAL VA � ALTH \ ELECTRIC CO-OP) / OR -000 j U/G TELEPHONE / / It , \ %TKAN M. SHOWTER (POSS CENTURYLINK) \ i / / \ INV=353.00001, GRA(/EL G U 0000, KESW/CKCLUB, LLC DB. 4123, PG. 741 \ I, — JJJ"` � �.' �% / / z \\ I a LL o 3 (n (n vn DB. 1467, PG. 15(PLAT) \ i / / �� ���' JG J� / 1 \\� 00 m w w w TMP 80-60A \ , / I / i / / ¢n o co Z g g g Ss7o \ \ / X \ // // / // I `� .. o rn o E E � - FENCE \•3j. TREE I I f i / \ �.'� —x-- x \ \ 3 0 �, Ono a to z z z 7' CHAIN LINK FENCE I .. U -- - \ Lu PROTECTION )ECTION \ �` — — — _ / ���/�- lNV=338.81 � x N z U U U �' / I TW=351.85 I o cd a, 0 0 0 o \ ' CONTRACTOR SHALL REMOVE ____-_ -- 0" TERRA COTTA cI > p � � � X / ■ ' ' AND ESTORE CHAIN LINK / I f I I I a^ w w w 1 I ... Q i-/ I n \ \ o� (n a a a \ FEN E AS NECESSARY FOR Ix I I I I N w Opo >>O* FORCE MAIN INSTALLATION. I 1, F OREI4OLE-03 M (n (n A IX/ X 354I5'i�� `w w w 1 �CURB I I ' \/0 \ // /VG / I I i i i 1 k \ J l V=338.77 \ / / \ / LM fTS OF �+ I I I I m VO" TERRA COTTA \ I I / ASPHALT i� 1 / Y�, DIJRBANCE = I I �' �._:------` ten_— x U/G ` `\ vi 33.67' ` ` / T / � UGT 9,440 SF / M _ TW=351.83 I UNKN�7WN o I SIGNAL _ I I CONDUCTOR 3 UTIL VAULT T I o TOC=351.4 GATE / �-. — � I I I I 1 F r \ \ JO / / I I PUMP HOUSE AND o .... \ / U/G POWER / / fSAN —I �— I J w N N N \ - — MECHANICAL PANEL > w 000 \ 2, / / /AN TIE IN PROPO D I w F N N N S SF �v25' / / / / / / - FENCE TO EXISTI G II GRAVEL Q CO 0 rl \ \ / `\ I 1 �SPN i }/ / 5' C HAND WALL I % \ \ \ / _o - - - - - J / / / / I / Q W/ HAND RAIL I DATE I z �� O X— TIE IN PROPOSED 0000, FENCE TOIEXISTING rX356.0' 55.s' TRENCH AND INSTALL 031221202FORCEMAIN AND REPAIR1GRAVEL /2.5Y4'UTILULT DRAWN BY / PAVEMENT PER PAVEMET / / — REPLACEMENT DETAIL �. - © V( / A. MABEE / / y TOC=351.79 • I ' ^ \ I ■ � �( � DESIGNED BY ASPHALT CURB JOe i I I I I i FENCE (TYP.) / • J. SHOWALTER jt x - TRASH COMPACTOR ���.; I / _ -- I N��, ` I I I / • CHECKED BY I � \ / / J� / / I I _ — ` p I — Q `—1 I \ I� / • C. KOTARSKI / X 354.9' �JO \, I • • SCALE TIE IN PROPOSED �/ / / I i \ / I Irn I / FENCE YO EXISTIN / '�s / I \ CONCRETE m 1 / I AS SHOWN v / v / Q x / ti IJ- BLOWER41 —y J x II 1 STORYFRAME /l I JO U/G POWER q /r VAULT \ I % SHED UGP�--�------ I CL DUMPSTER PAD WITH / FM BOLLARD (TYP.) i� / L — — — — — — — — — — — \ _ —U6P =_ _� — — — LAYOUT AND CHUTE i OLD-DATR ■ I / 4' PASTIC CONTA \ I PER EQUALIZATIONS / APPROX- IFOR LOCATION OF i U/GiFORCE MAIN - 4" Dl TANK PLANS \ I J x ROCK, BRICK x— x— — —x— —/— I U/G POWER / (SHOWN PER PANT x— x x— — —x DOWNAREA&STONELAY \ \\ �N\CALED) I /J vs / L I GQ ve \ M / JJJ J I / 2.5X25'GRATEINLET TIE IN PROPOSED \� \ \ �, \ / / KESW/CK ESTATE UT/L/T/ES, LLC I / I TOP=353.98 w DB. 4123,FENCE TO EXISTING NEW GRAVEL \ \ / DB. 1 67,PG.P 5(P AT CURB / 748 / DRIVE /\' \ \ J ` I / TMP 80-60B ) / I / / \\ \ U/G TELEPHONE \ I Q0 u„ I TW=36719 / \\ -S CENTURYLINK) \ / TIE NEW J II/ ' I LUMBER GRAVEL DRIVE RE ROUTEXISTING POEAN -�-�-�- / TO EXISTING\_, / p PILE � TELECOM LINES PER ELECTRICAL PLAN. 3/ ' / GRAVEL \\ \ / �r CONTRACTOR SHALL COORDINATE I z / \ U/G UNKNOW�\-� . \ \ RELOCATION WITH THE APPROPRIATE / I TELECOM AND POWER COMP11 z CONDUCTOR - POSS FORCE MAT / COMPANIES. 1 \ \ �Q? F<F / _ _ Jae / { � Q TRENCH AND INSTALL FORCEMAIN. eUj� TR/L Q UGP� I I SANITARYMANHOLE a I O/ O - ; TOP=355.10 }} / REMOVE AND REPLACE GRAVEL AS GRAVEL I/ NG H� z / NECESSARY TO MATCH THE \ / 1 /NV. IN = 346.52 7 5.pp�� 3.3' ELECTRIC BOX 1 EXISTING CONDITION. (TYP.) \` > CAN CONC, PAD _ I I jl INV. OUT = 346.33 O 0 LLJ 2 \ Q LLJ 4' PASTIC CONTAINER v \ TOP 8"IRON OLD=�(3 QDA\ \ 'r ` TW=36719 / / PIPE=373.48 APPROX. LOC.A-TfQN OF \■` `;y, /' / U/G 1 "PVC LINE \t Fp GT< LIMITS (SHOWN PER PLANT SIDE DISTURBANCE PAN -SCALED) \ \ / �•J 9,233S F ABOVE GROUND \ \ \ \ ROOF DRAIN (TYP) ~� X \\ NGT \ k\ / PROPANE TANK \ \ 1' OLu NVALL CONC. DOCK o 00 00 SZR� T�ONTy \ \ \ \ c ////� Gn \ \ � FFE\36�9 ' /' x + o \ TI IN PROPOSED \� / UT \� FORCEMAIN TO sq \ <\ / �FNT \ \ \� // \ I / SCALE 1"=10' — 6"IRON VALVE INGFORCEMAITW-36725 \ TOP 8"IRON \\ w\ l / JOB NO. \x \ y PIPE=373.44 \'` / \ / / 0 10' 20' �^ ��,, \\/ 47747 \ \ \ \ SqN\ \ \ \ \ \+ U/G UNKNOWN SIGNAL I \ \ SHEET N0.\ CONDUCTOR - POSS SLUDGE LINE \ \ \ \ \ I ' / / be C3" 0 U/G POIA\ / / W TW=367.24 0 n' N oa no 80: n0 LDZ 20 2 0 R8 a � C y a 0 Oc N m O" i n � m o� r= 0 o nm m Yp 3 N U C N O_ t2 d m m � m U E O C 0 m 0 a 02 16 a o 2 m m m 0 2 R m m CO C U m n o N m� L U/G POWER / (POSS CENTRAL VA / / CO-OP) / ' \ ' JO ' / s' i �GALTH O, ELECTRIC 1 ' � S U/G TELEPHONE / / / / / / /"� ' /� / / / \\ I It / ' + , \ \ 1,_I\_%TKAN N. SHOW:IITER (POSSCENTURYLINK) / / / / /i / / I I I / I-1c,No. 0402057151 / / / / / / / \ / ' \ �� 1 2/07/202 1 INV=353.00 _ +� //!/ /� Z \ // ►. S/`-)NA1 V-t'6 \ __� __// PSPI� \\ /- / I 1 NC / ' �\ � / > lNV=355.69 / , \ / / \ 1 a o -------- 1�/� / / / 1\ / \\ \`� I I I w ai E I \ l l KESW�CKCLUE, v LLC I \I l DB.4123, PG. 741 1 1 \ 1\ 1 /i — ' , �':' n n ` a LL 3 / I I I / DB. 1467, PG. 15(PLAT) 11 11 1 II \ \ \ \\ \\ \\ IX\ I / / / \ / /' �/ �/' / JG \ (9 \\ / //' // + X�/ ' / \ ow O io ,^� z z z TMP 80-60A 1 I 1 1 \ \ \ \ \ 1 \ I I / / I \ / \/ / ' /' '' ' / \ J \ / ' / 1 / / \\ 1 0_ > U m z 000 \`\ o rn O E E FENCE \ Vl ^ a a u U U / / / \ \ , IGAi\E Z F ? a \ \ f i 7' CHAIN LlN FENCE / X— — X , a z} z} zy //� TW=351.85 I ` s c N ZOO O / / lNV=338.81 v - I0"TERRA COTTA \\ \ = U > O Q' Q• a. in H d d d (J x I I C \ \ \ N > Ono o - - - - - / J + I11L 'l^ \ N w W W W J/ , , , \ / ks rrF-1 iX X 354 5, ORE LE-03 /a ...... , > > > c \ \ v61 1 CUR I I 1 A'1� I1 /\\ H tY tY a' / / / ' / \ \ / / /J k / ✓ \,// I I I lNV=338.77 \ / / / �' / / ` \ I ` + I 1 ' ii li mp1 0" TERRA COTTA / \ ASPH/ILT \ I m \ �UGT / 1 I I I x I M \ I I UNKNOWA c[ I _ TW=351.83 SIGNAL``// 0 \� ` \ _ _ _ ' / 2 / / \ \ M I I CONDUCTOR 366 / 1./L\ / \ \ /' \ \\ - - - / /` JO / \ \ FM, J 37C3'U�IL VAULT I I I II I TOC=351I4 \ I GATE I / 1104 UIG POWER `- ' / \/ /J II I • w ry ry ry > 0001SAN 3 AN \ / \ , %� I I 1 GRAVEL u 0 ry 0 0 / // .5'CONC. WALL / II I I I I z 0 0 ti / W ND RAIL _�/ �'-----------------� .\ \/ // I / // X DATE OQ /,r. I II 1 \ cn / PS J / / , I �� r 656.o' X�sss / I 1\ \ \ 2.5 Y4' UTIL AULT o GRAVEL / / I / I 0 0312212021 `?6`3 / II / JO y /' / ' / ' I / 1 \ I / I } DRAWN BY CID cv)____ _ ___ I 1 \ / / - / / / \ / /—/ / I / I \ \ \ A. MABEE PR(hV1DEEUL-VERY INLET / I / \ ■ ` X PRdT ION ON EXISTINGI \ /� 1 \ I DESIGNED BY CURB ' I / / 1 I / TOC=351.79 ASPHALT / / r, \ sa• \ ANIj POSED CULVERT I / / / � III I / � � I 1 / / z • �/� / / 1\ \ \ > \ BEF RE RAIN EVENTS/ / / // *SAN // `' I I / / I JOQ I / I II I / / I I / • �k 1 LTER UNT L SITE IS STABIVZED / I I o l F CE j l/� / I I TgliSH COMPACTOR / "_ N� 11 / \ \ • CHECKED BY Al RI STd CLASS GATE /I /� / ' / m� 1 • C. KOTARSKI c0a \ \ \ - - \ \ Al RIP�i,4P J� / / / I I I / �_ — — ` O it — �Q `� 1 I \ WIDT 1 = 5.25' / / / I i — ]� c X 354.9' \J \ c I / /� I \ O I • SCALE WIDT�2=5.25'\� 1 \ 1 � , I'`--' \\ / LENGTH = 4.75' 1 2 / /' x I '� \ CONCRETE / I II \ 11 \ / _ ^ ill = 10' 204 \\ \ \ . \ DEPTH = 18" / / / / /9Q / / I \ / / A li I \ � V9 I � \ / / � / / � / I � \ \ C9 / I / { I I r\ 1 ___%/ h ___ ' ' ' \ • 1 102 VDOT STD CL�S \ \ / 365.00'�� 362.50' 1\ ` `.��� / 01 - � / Al 'RIPRAP Jj ' 06' WIDTH 1 = 3.0' I 1 STORYFRAME / ' \ \ MCO Tcx \ \ \ c�\ / \ / / ' / x I I // I /O U/G POWER I I \I\' \ , / 203 36 T9' 1 /� _ - - - WIDTH 2 = 5(0' SHED { I de ' 2\ \ N9 - ' LENGTH = 4' I / �(/6rP _ _ _— _— - DEPThl�1�" I ------ tM —� \�\I TC ` / OLD-DATR 5 _ /L — — T — ■ l \ \ 4' PLASTIC CONTA \a.00' \ \ \ ssz so / \ TO 20 P bX LOCATION OF i I ' _ / \ / GE MAIN-4"Dl ---------- -- X_-7- �11 U/GPOWERRdCK, BRICK / //SHOWNPERPGANT\ �- - _ X—�x--X—�—XI /' ' PLAN - SCALED)& S�QNELAY '(—X---X— - - � \/2.5X2.5'GRATEINLETDOWNYI \\202 , - � \ M\\/1 r � v s fI TOP=353.98rc -''' ` \ \ \ � \"j � \ \ ` \ 1\ \ /iKESW/CK ESTATE UT/L/T/ES LLC � J � � I \ 36320' / \ \ 1 \ / \ \ \ \ \ \ / / ' uj DB. 1467,PG.115(PLAT) cuRe TMP 8®-60B / I / \ U/GTELEPHONE-_ \\ \ \\\ \\\ \\\ \ Q _ I\\ \\\ I / W TW-36719 \ / \ \ \\ �P0 OSSCENTURYLINKJ JGP/ S\ I 1 / \ _ LUMBER I---------11 I / PILE O Q LLJ U/G UNKNQWN SI(iNA(\ CONDUCTOR - POSS FORCE MAl '06 Gj _ - - - - - - - - - `\ \ \ \ ` \ 0\ Q \ \ ` \ \ \ \ \ — UGP�- \ ` \ \ \ \ I\ \ I II 1 I SANITARY MANHOLF_i L7 }}' Q - \ \ — \ \ TOP=355. 10 / ' z LL TWT367.24 \ / ; : , \ \ \ ` \ GRAVEL \ \ X \ \ ` \ \ \ \ \ ` _ 1 �'I I H� T / \ } ' \ INV. IN = 346-52 \5. 3 3' ELE�TR1C BOX\ \ \ \ ` \ --I I i \ 1 \ � Q C NC, -PAD \ \ \ \ \ \ - - - _ \ �- I \ 1 \ \ I INV. OUT' 346.33 O LLJ Qa I s QZ/ CO \ 4'RLAS�l6 CONTAINER TOPS"IRON Q Z APPROX. LO�FlQN OF \ \ \ \ \ \ \ I \ PIPE=373.48 � \ \ \ \ \ \ \ \ \ \ \ \ \_ \• ;y.;., /% /.,,\ / U/G1"PVC LINE \\ \\ \ \ _ (SHOWN PER PLANT SSE PLAN - SCALED) \R•OOF19l3A1N7TYP ABOVE GROUND PROPANE TANK \ \ C ` \ \ \ \ \ \ \ \ / \ \ ` \ ` cn \ \\ \ 1'CO,� BALL 00 z ` V) Lu CONC. DOCK \ SCALEI"=10' \\\ 12\ ST FFE�-36529 / I b II \ 1 \ 1 \ I \ \ \ II R��T✓,�'1'T-9iN \ \ � � X� \ \I 1 1 1\ 1 2'FNT \ \ \ \ \ \ \� / \ / / \\ 1 1 11 1 1 \\ II NOTE: PROVIDE CU \ - - \ \ TOP 8" IRON - / •� \ / /� / ( 1\ 1 \ 1 JOB NO. 6"IRON VALVE \ k - --- I-� 47747 \ PlPE=373.44 11\ SHEET NO. U/G UNKNOWN SIGNAL\\ CONDUCTOR - POSS SLUDGE LINE \ \ \ \ \� \ - - _ \ \ / I 5 \ I I I \ 1 \ C4, 0 \ _ --- - \ -_ \ / b U/GP WER l 1 \ 0 n' N oa no 80: n0 LZ 20 o2 c m o a � C y a 0 O m 0� N N O" 2 n o£ r 0 0 o` nm U2 Yp 3 N C aKi o_ t d w m � N U E C 0R 0 a dv 16 a o g N � N m 0 2 m N N � C U m n o N d� L PROJECT KESMICKW►l'TP SHEET UNITS OF ENGLISH CULVERT DESIGNER: REVIEWER: DESIGN A. M ABEE FORMLD-269 DATE: DATE: 319,2021 ROAD COUNTY AlbenTarle (Zoae l) 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= SKEW= Elev. Lt. = ELHWd= 358.46 0.00 ft 357.65 ft 22.07 ft 2229E 0 °1 RoadwaYWidth ft ft ;qr- 11 ---------------------------------`-------------- H"t _ ______ ___ DEPRESSION "n" Bed ft ROADWAY __ 0 in. 0.013 ELEVATION Stream Bed 360.49 ft --------- Elo= Road Length 0 Freeboard=VALUE! Shidr. Elev. Rt = -- H TW DEPTH TW TW VEL. _ Channel Inv-E.I.. 357.16 ft Suface Type 0.09 15.10 357.53 GRAVEL ft ft ft fps ft R.I. (years) FLOW (cfs) 5 Design LIES 2 Check 1.45 10 Max. 1..88 CULVERT DESCRIPTION: TYPE: SinglelbfultipleConforming 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 ELHW'i ft TW ft do ft (&-D)2 ft ho ft ke H ft ELHWQ ft MATERIAL SHAPE Size (in) N Manning5 n Concrete Circular 12 1 0.01 1.65 1.7 0.81 0.91 0.00 35S.46 0,09 055 0.78 0.78 020 0.13 358.07 35$.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..87 0.87 1 0.00 358.52 0.10 1 0.59 0.80 0.79 020 1 0.17 358.12 358.52 6.16 Broken Back Culvert T.AILW'ATER DATA: TAILWATER RESULTS: ROADWAY DATA: ROADWAY OVERTOPPING: LENGTH Elea. SKEW ° Channel Shape Trapezoid at IIn II = 0.035 Discharge cis Elevation ft Flow depth ft Velocity fps Shy force PSF Roadway Width, ft 11 Discharge c& Overtopping Discharge CfS Overtopping Elevation ft Bottom Width. ft Side Slope Lt: CHAV) S ide Slope Rt: (H:1V) Channel Slope, ftlft 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 10 0.00 2.50 'Check 357.61 0.08 14.42 20.97 Length Df Road, R 0 Check 0 0.00' 4.0000 IL.Iax. 357.63 0.10 15.65 2421 2ti. 10 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 (do +D,2) (WHICHEVER IS GREATER) (2) HW vD = HWM OR HWi-] FROM DESIGN CHARTS (5) TW BASED ON DOWNSTREAM CONTROL OR FLOW (7) H = [1 + ke+ (29n1R'-"]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: C. 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 x GROUND LINE EARTH I ROC UNYK OR IELDING I1- „EARTH SOIL I�I a BEDDING 4 MIN p X D X BEDDING MATERIAL MATERIAL MIN. 1/10 D n I MIF X D X = I1� 1 31 6 MIN. 1/10 D % D % BEDDING MATERIAL ... F24" NORMAL EARTH FOUNDATION BERMAX.. ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x 0 MIN. 1.5 x 0 MIN. 15 x D MIN. 1.5 x 0 MIN. 1.5 x D STOP OF FILL TOP OF FILL TOP OF FILL x Nr///r r//Nrr :. o 'r' // /r :: - __ rr y :i.'•:•}ii.'•- tGROUND :::: _IRE -_ : /JJ/!Jr J/N/// •: _ ? //r /rr :•:•:•:•:•:•:•:• _ -_ i rr // •>:•>:•>:•>: - - GROUND p =;• • • d ;:; LINE - - = J!r!/J////r// !/NJJ!//J/!// //rrrri/ir/ r/ r!/rrr// r/rrir//J/ r//r/rriri= a - =_INEUND _ L�1- _ III IIIdII�IE==III II e EARTH l MIN UNYIELDING MIN, 1/10 D ^' BEDDINC'�"^-EN:TH MIN. 1/10 D D X BEDOING MATERIAL _ _ 'IJOFEH % 0 X SOIL MIN. BEDDING 8', 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 FOR GENERAL NOTES ON PIPE BEDDING .�.T REGULAR BACKFILL MATERIAL ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS CLASS I BACKFILL MATERIAL IN ACCORDANCE I:::•T WITH SECTION 302 OF THE ROAD AND BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL 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 BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR BACKFILL 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. `A/DO T H , L AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REP ERENDE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" VIRGINIA DEPARTMENT OF TRANSPORTATION 302 303 SHEET , OF 4 REVISION DATE 07/19 IO].01 1 NYLOPLAST DRAIN BASIN WITH DOME GRATE (1,2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. 7 _ MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANSTAKE OFF) RED. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"-3M FOR CORRUGATED HOPE (ADS N-12MANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC GMDIC905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) 1 8-- W DOME GRATES SHALL BE DUCTILE IRON PER ASUM 1535 GRADE 7OW-05. 2 - 8-& 11F DOME GRATES FIT ONTO THE BRAIN BASINS WITH THE USE OFAPVCBODYTOP. SEEDRAWINGNO.7001-110L45. 3- DRHN BASIN TO SE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERSARENEEOEOFOR INSOVER84'OUETOSHIRNNG RESTRICTIONS. SEE DRAWING NO. TW1.110 N5 4 - DRAINAGE CONNECTION STUB MINT TIGHTNESS SHALL CONFORM TO ASTM W212 FOR CORRUGATED HDPE (ADS N 1VHANCOR DUAL WALL). N-12 HP, & PVC SEWER NP - %T. 5 - ADAPTERS CAN BE MWMEOONMYANGM0O TOW'. TO DETERMINE MINIMUM ANGE BETWEEN ADAPTERS SEE DRAWING NO, TNT-110012. 6 - 8-3V DOMEGNATES HWENO LOAD RATING. RECOM,EMED MINIMUM TRP4CH M1006 FINAL BACKFILL MIN COVER TO MIN COVER TO RIGID PAVEMENT, I FLEXIBLE PAVEMENT, F INITIAL LAUNCH BEDDING IS E TAB FOUNDATION NOTES' RPEDUIM. MIN.TTENCH (IMIRRO (533mm) 8' 23' (I50mm) (5B4NTm) (21 UN.) (660mm) IT (2501 (7118mm) IT ( LIVISR) ,-NUR! 30• Iw 34' (9T� ) (Bfi4mm) te' 39 24• ALB (60Dmm) (1256' 0 56" Q50mm) (146,F 36 64- `17 TT (105M." U829mm) ALB' GY (120OIRM4 (2032mm) AT (150Mnn) PKIBUSSR) 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WRHABTM D2321, STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTIERGRAVRYHI.OW APPLICATIONS % LATEST ADDITION 2. MEASURES SHOULD BETAKEN TO PREVENT MIGRATION OF WLTTVE FINES INIDBM00•lLL MIUMRIL WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, TIECONTRACTOR SWML. ET691VATE MA DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATFIRILASSPEGFEO WTHE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, TIETFB]1PA BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, It OR MIL THE GONTRACIgi SFWLLPROVpE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED WTIE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4• (100mm) FOR 4--2P TIODIS m6DIMnJ, 8•(15Dnm) FOR 30"EO" (]50NTNT-15DOmm). 5. INITIAL BACKFILL SUITABLE MATERIAL SHALL BE CUSS I. II OR III IN THE PIPE ZONE EMENDNG NDT LESS THAN BY ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCIN.ENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQI3R® IN ASRt DIOT. LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LAFDSCAPEARFAS) IS 1T FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQURCETO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H. IS 1T UP T048' DIAMETER PIPE AND 2r OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL (5) ADAPTER ANGLES VARIABLE V-36V ACCORDING TO PLANS E MIN ON W & W (3) VARIABLE SUMP DEPTH ACCORDINGTPL (6' MIN.ON 8'-24", 70" MIN.IN.ON 30" &1TMULON36' BASED ON MANUFACTURING RED.( THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS - SURFACE LIVE LOADING CONDITION RPE OWM. H-2S HEAVY CONSTRUCTION LIST MILE UOD)' IT-48• IT IT (AOmm-1200mm) (305mm) (12191 1. 1. 60' U500mm) (610mm) (1524mm) • VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER 'SEE BACKFILL REQUIREMENTS IN NOTE B. MAXIMUM RECOMMENDED COVER BASE ON VECHICLE LOADING CONDITIONS CUSS I LASS II CLASS In PPE ONII CgAPAQTED DUMPED 95% 90% 95% 4' w 18 25 18 18 (toamm) (11.81n) IRS.) (]BIN) RISE) (5.5m) 6' 44 20 29 20 21 0501INn) (13-4m) (B1NT) (8.8m) (61ND (SAID) 8• U 15 22 15 16 (lppmm) R)ARI (4J&I (BIRD) (4.6m) (4.9m) 1P 38 18 25 18 18 0551NA) (116m) INJI (]AIRS) (5.5m) (5.5m) IT 35 17 24 17 iT POpmn) (1P]m) (5.0LI) (73m) (5.2m) (5.2m) 1Y 38 17 25 17 IB pr n) (11_6.) ") O BRU (5.2m) (5.5m) IV 36 17 24 17 17 (450mm) (11.0m) (52m) (7.3m) (5.2m) (5.2m) ZIP 28 13 20 13 14 (eODmm) (B.Sm) KLM) (6.1m) (G.Om) (4.3m) 30' 28 13 20 13 14 UW-- ) 015n) N-RR) (6.1m) (AIDE) (4.3m) 3C 25 V 18 13 13 (SOMmM) (T.9m) (3.7m) (55m) (4Om) (4.0m) 4T 23 11 16 11 11 (1050BNn) (].OIR) (3.4m) (4.9m) (3.4m) (3Am) ALB' 25 11 9 11 12 (12Wnm) (r.6m) (SAID) (5.2m) (SAID) (3.7m) w 25 11 1] 11 12 (150Wnm) (].SIN) (3Am) (52m) (SAINT) (3.7m) FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE, UNIT WEIGHT OF SOIL LYS) =120 PCF U O c .. N Ln 117) w N DIDo OD CID !b O ADZ) W 0 o FO> E)FZ m a 'a U ^ C 0 N N (fl _O (V M M I--:n (n OM�1M W DO Z_ o �O> 365 U) P z 365 PROPOSED GRADE 3604r 360 EXISTING GRADE 1' IN. 355 355 OF 22.0 12" CLASS IV CP @ 2. 2% PROPOSED F RCEMAIN 350 350 9+50 10+00 11+00 CULVERT HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 (1,2) INTEGRATED DUCTILE RON FRAME & COVER TO MATCH BASM(M NYLOPLAST DRAIN BASIN WITH SOLID COVER c rn In r b M N n f0 O o GO o + (\I LO F 0 ID rM C� M Z O EO N a> > Z U)1Z 0 c DO da N M b N U c o In EDD [14 04 a >. 0 0) LO ,OF C9 W � Z 000 rM 00 � N) 111 CIO Lo 0ID DM0 W OMz g Qa� .. Qa> U) f- 370 N f- 370 365 365 PROPOSED GRADE 2' MIN. EXISTING COVER GRADE 360 V MIN. 1 360 203 65. 8' OF 355 1211 HDPE 201 355 0 16.53' Of 12' HDPE @ 1.02% ROPOSED F RCEMAIN 350 350 rn All M M 9+50 10+00 11+00 11+50 STR 204 - STR 200 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 18' MIN WIDTH GUIDELINE c' &'MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARI ---INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION (6,7)TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ME FOR PtANSRAKE OFF) ( MIN. MANUFACTURING (5) ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE RED.SAMEASMIN.SUMP) ANGLLs DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, SMALLER JAY TRAFFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS. ACCORDINGTO SEE DRAWING NO. T001-11D111 FOR NON TRAFFIC INSTALLATION. PLANS "§Zn" + (3) VARIABLES UMP DEPTH (4) VARIOUS LET ADAPTERS DNB'-24' ACCORDINGT0PLANS AVAILA LE 4'- 6 FOR CORRUOUTLETGATED AVAILABLE: 4'-3fi' FOR CORRUGATED HDPE FMIN (B MIN.ON 8'-24", 70" MIN. ON 3V fi' MIN ON 30' 83fi' ADS N-12MANCOR DUAL WALL ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 351 BASED ON MANUFACTURING RED) PVC DWV (EX: SON 40), PVC C9001C905, It THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CORRUGATED S RIBBED PVC GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, WATERTIGHT JOINTCLASS IL OR CLASS III MATERIAL AS DEFINED IN ASTM GMT. (CORRUGATED HDPE SHOWN) BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE r-3jr PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH A ITM D2321. 1 8'-M' SOLID COVERS SHALL BE DUCTILE IRON PER ASTMAIDS GRADE 702005 2- IT N'FWWESSHALLBEDUCTILEIRONPERASTMA5MGRADE7OSW5. F & 1VSOLID COVERS FRDIRECRY ONTO GRAIN BASINS WITHTHE WE OF APVCDODYTOR SEEDRAWINGNO.TO01-IKHME. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERSARE NEEDED FOR BASINSOVER84'DUE METERING RESTRICTIONS. BE DRAWING NO TNTit00W 4 - DRAINAGE CONNECTION STUB JOINTTIGHTNESS SHALL CONFORM TO ASTM W212 FOR CORRUGATED HOPE TAPS MZHANCOR DUAL WALL), N-12 HP. &PVC SEWER H--36 ). 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE ONTO W. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.2N1-11D911. 6 - 1Y- SIT SOLID COVERS SHALL MEET H2O LOAD RATING. T - V & IT SOLID COVERS PANE RATED FOR LIGHT DUTY' APPLICATIONS ONLY: NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING, PROFILE SCALE n 1TFLAN N. SHUN:IITER y I_)., No. 0402057151 12/07/2021 N A l M E cD rn U N lJ N � C > E DID a E W .y LL o 3 0 U. - W O D ti Qa j U m aEA > o N M °:� 30 x QLL oa "_� L n 2 v N = U > � a . c w - DT N SO � M a� W J DO Ui 0 0 x 0 O Of x F 0 DID > W_ x U Q 0 0 U) 0 O CL O oc f H H H H W W W Z O O O a U U U (n z z z N Z Z Z 0 O O O Z U U U O Of Of InIf ((n aaa >000 LU w w w of (n (n (n > > > w Q 0 =SGPGI 0 DATE 0312212021 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE AS SHOWN JOB NO. 47747 L OEVERI n B1' MMmOM CHMD PAN ,INC.1'POS'I HAS PREPAREOTHIS DETAIL BASED ON INFORMATION PROVIDED TOADS. T.I MAXfGB IN INPNCEOORAINAGESVST TENDEDTOOEPICTTIECOMPONEMSASREOUESLED. ADSn S NOT PERFGRMEO ANY ENGINEERING OR DESIGN CORNICES FtlITLE PECOMmENSATIONS RNOPAE NOT FOR THIS PROJECT THE DESIGN ENGINEER SHALL REVIERTLESE OETAIts PROR to EC, DIEPPI7-.. QRSCWAaMW » 1iIR,19 SPECIFIC -L2 M LL5H10) ry�lµp pnpB0.9]M PPLICABLE NATIDNA_STATE. OR LOCH REQUIREMENTS AND POEN5URE THAT ONSTR STUN THEAOETNRiI P'ROVDED"E ". ARE ACCEPIARIES FNITNIS mu,¢mrt,axc Nam' PROJECT Sro-t61 » 1oF1 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 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 AWWA C111. 3. INSTLLATION OF DUCTILE IRON PIPE AND APPURTENANCES SHALL CONFORM TO AWWA 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 SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER O HAUNCHING NO. 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 I I / I / I I / I I I 1 1 I I I 1 / I I I / BLOL , OWER I / (TYP) � I I / \ \ I I / I / NEW GRAVEL \ / DRIVE / / I 1 \ I / TEE -WITH 9" CAP CONDUC I $T? 25\15 4".U6VALVE- �\ SEE SHEET C6.1 FOR 4" L EQ BASIN EFFLUENT j DUCTILE IRON CL 52 J FORCE MAIN 370 365 360 355 350 345 -0+25 \ _ VALVE II STA ' II TRASH C(71J9/rACTOR X3UT/L VAULT - I Z$ / VAULT '/.. / / II ,..:.� y...F_ - JY.35#,9'.-�. y \ / iI A. �I� 1 0 \ A, \ I/ UNKNOWN Sl - POSS FORCEF1 45° BEND- �TA 10+67.76 90°BEND STA 11+12.42 / / U/G POWER 2.5X2.5' GRAT INLET CURB I Q I TOP=353.98 I �0 END \ \ Q_ J�97 �3 O I I QLC 2 08.45 \ \ e l / 9 -- I APf UIG I ,I I I I SH LIGFIK- \ \ \ W3.3'E6ECTRIC�BOX _ _ \ i •�' \ �% \ I ' / 450 BENS`*\ \ \ \ \ \ APPR O co 10+71.2/� ao I -PER LAACl Sl Q PLAN -SLEDr z LA NEW 4"EQBASIN EFFLUENT DUCTILE IRON SALE 1"=20' \ CL 52 FORCE MAIN 9 \20' 40' w❑ LOp mOz "~� _ Gow (0 ca 00w +C> m M w m NOTE: CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL O LOCATION OF ALL EXISTING UTILITIES PRIOR TO N � m N U CONSTRUCTION AND MAINTAIN 18" MINIMUM SEPARATION = U BETWEEN EXISTING UTILITIES AND NEW FORCE MAIN. Q Z) w NEW 4" DUCTILE IRON CL 52 FORC MAIN NEW 12 HDPE o 4 az oo g 0 u� z rn0 z 00 4 z TELEPHONE DRP INAGE o a Q + m c m + m (ASSUMED PIPE z� HW r= HN lQ J In to V) cm dJ NEW LL 2" RCP z_ CULVERT E . U/G n POWER — o Z (ASSUMED "o W DEPTH) +m i i EXISTING GRAI IE 1 " MIN 18" IN SEP TION 12" MIN EX U/G / 12" MIN POWER 18" MIN SEPARA SEPARATION (ASSUMED / i EPTH) i A 2 1 I I P��Q�Pg'N SO O NEW 6" INFL JENT ARI 0 I G �NONGs�O DUCTILEIPUMP N CL 0 20 52 FORCE M IN PROF IF SCAI E 18" MIN SEPARATION 3.5' MIN COVER RESTRAIN ALL JO NTS 40' AND FITTING RES RAIN ALL JOINTS ND FITTINGS 0+00 0+50 1+00 1+50 2+00 2+50 370 365 360 355 350 345 2+75 U MATTHEW R MILLER a Lic. No. 056393 05/28/2021, E N N 00 ui 0 c� 0 x 0 w Lu x z O 0 0 am O oc t7 z O 0 0 �0 U v Z Z W p 0 0 0 w w a a w w N W > W of X W N DATE 312212021 DRAWN BY J. MARSHALL DESIGNED BY M. MILLER CHECKED BY B. STRICKLAND SCALE V / Lu z W ILL O W Q Oza OC�z � > a �zz LL 0 Q w Lu aU m � Q O LL U z F--1 D � LL (/) IZ-I W JOB NO. 47747 SHEET NO. C6.0 L IL J FORCE MAIN NOTES: 1. DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF AWWA Cl 11/C150/C151 & DUCTILE IRON PIPE FITTINGS SHALL MEET THE REQUIREMENTS OF AWWA C110/C153. PIPE & FITTINGS SHALL HAVE A 40 MIL (NOMINAL THICKNESS) PROTECTO401 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 AWWA C111. 3. INSTILLATION OF DUCTILE IRON PIPE AND APPURTENANCES SHALL CONFORM TO AWWA 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 .0000, •�-` cry .� .� ri,/li✓ '•CK,< I If � �oor �'`r�%� • ,• r�..i 1' I ,. �r n at, /1 . • , JI IF 1 TK npivF o •' •, VALVE I 0 EIVC STA �f TRASFI CbIyPACTOR VAULT � i / �68 SEESHEETC6.0 FOR 6 q--INFLUENT PUMP STATION IBC ' / / `FORCE MAIN PLAN AND ^Q y Q IIdV=3 PROFILEJ I CVK.Y rf?A ;I- I U/G POWE _ SHE 111 APPRbX.I LOCATION�OF x L - - - - / I �\ lJ(GFOlk6E-MA INf4-�---- -.L �/ WN RER P ANT I / TELL'PIION€ \1 S�ALED) l CURB 3 >S LINK) I io p \ \ \ Q_ _ \ ` Q� � v0 U/G UNKNOWN S/ TH CAP I I CONDUC OJ? - POSS FORCEiI?AI 7D*25.15 -� \� TW=367124 ``1 4" QNJ� VALVE \ 450 iEC O _ TA 10+67.76 r �3.3'LECTRIC�BOX TV11=36Z 19 CDNG� P D ,/ .,., \ / 45 �o° BENS \ \ �� • \ 10+71.24 A. O _ :4-PLLAS�C NftA[156R� T' P NE \ \ o -OPE=373.48 (SH KW-P4-R_ LAAU Sl SL VDH MON✓F PLAN - O��RAf G�A�r v ✓ ABOVE GROUND N�j)1�P 900BEND NEW 4"EQBASIN r 1NETANK\ co L STA 11+12.42 EFFLUENT DUCTILE IRON CL 52 FORCE MAIN CONC. DOCK\ Uc �T ✓, PR`=365.29� I 6" IRON VALVE X-TW=J67..25 - �\ ' ' TOP 8" IRON R�cr�4�cT��N\ \ \ \ / C� I 5e? \\ � PlPE=373.44 ANT \/ \ ✓ � `O I U/G UNKNOWN SIGNAL CONDUCTOR - POSS SLUDGE LINE SANITARY MANHOLE - - � \� � �0 � I UI II I) IN TOP=368.29 - �\ N� \ OV I I I I TOP OF 4"tDI = 363.86 FFE=365.34 s I CIL CHAMBER = 363.46 FFE=365.34 3.2' DIA. CONC. STRUCTURE _ \ M TOP OF CONCRETE ELEV.=376.25 , r \ I \ \ �\ I 5 0\' i\ I l °D BOTTOM INV.=363.6t _ I I Or{ zSTRUCTURE FILLED WITH WATER TO ELEVATION 374.10 U/G UNKNOWN SIGNAL CONDUCTOR - POSS DRAIN LINE I EDGE CONC. CATWALK \ 4" FORCE MAIN RESTRAINED JOINT NOTES SCALEI"=20' APPROX. LOCATIONOF 0 20' 40' U/G WATER - 1.5" PE (SHOWN PER PLANT SITE PLAN - SCALED) 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 VALVE SIZE, PIPE SIZE AND FLANGE TYPE AS SPECIFIED ON PLANS MH (GRANULAR FILL) 2 4 3.5' 150 P.S.I. aal TYPICAL PLUG VALVE SCALE: NOT TO SCALE 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) )G VALVE 6" COMPACTED NO. 57 STONE UNDER VALVE 2' EACH DIRECTION 370 365 360 355 350 9+50 \ \ IS•gN \ \ 1 �� p qx �xpgT TA�GRATR , I \ \ F,R�sr T\Nl \ \ I \\ \ \ \ TI(v=3�0A\ \ 7' CHAIN LINK )rENCt� ' \ \ \lNi`M"VERT. bPENI\NG)=35e5.36 1 ..Anr/IM.1-ocU on r-wv cB Ir CO z � w 'ra8 cm �� to<m Q U + m Q�X-X H W + o wU p �Q cm ZO QC1 �~ U) NW ?z w¢ >z in 2 m / U nf v �w 00 �v / Oco v / Hv / PROPOSED EXISTING / GRADE GRADE / U/G UNKNOI, VN SIGNAL CO DUCTOR (ASSUMED L IEPTH) n NEW 12" HDPE DRAINAGE 3.5' IN PIPE CO ER SEPARATI N C' CjOFtSOMP\�g'C SL Mp\N p1N NEW 4" E Q BASIN pSCEN ORC�� EFFLUENT 12" 1 IN 52 FORC MAIN SEPAR, TION 25.15' RESTRAIN A L NOTE: CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL 20 LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROFILE SCALE CONSTRUCTION AND MAINTAIN 18" MINIMUM SEPARATION BETWEEN EXISTING UTILITIES AND NEW FORCE MAIN. 10+00 10+50 11+00 370 365 360 355 350 11+50 NLT$ Op t MATTHEWRMILLER y Lie. No. 056393 05/28/2021 m E N INuU M 'i N C 0 > E c ~ E 3 Q W u 3 ouCR < -o aLL ar u;u, C7� ❑v zpm65 ¢�� �x d o Y w o CD � vo vo N 0 m o � 0 w O I.- ui 0 x c� 0 x F 0 w w x z O Ln 0 0 z O Lu Lu i o � � U v Z w ❑ p 0 Z U U It O a a vl ❑ w v_) a) � � w NO DATE 312212021 DRAWN BY J. MARSHALL DESIGNED BY M. MILLER CHECKED BY 3. STRICKLAND SCALE w uj LL I -I W O 0< zz CL Q �' z H Z Q J a o a- u �z -i ICC-I G w m W aU O U LL I-q V W V) W JOB NO. 47747 SHEET N0. C6.1 0 c h m c a 0 3 c a v U ou) au) mz aU o2 c �- E a mm a0 0 o� o�Z m od 2 a "6 w o �_ o .§ a .Z Y J .m.. N X C N O.- N 2 = 2 B h °m m E M a o m c �a !0 'a 0 m 2 o N 6 � 2 m h m c c8 m s8 h w E F_ L County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook. pp 111-294-111-297 for complete specifications) I The followine items shall be shown on the olam ❑ Trees to be saved: ❑ Limits of clearing (outside dripline of trees to be n mM; ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells car walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Marldnes: ❑ All mi to be saved shall he marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin mail the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference ❑ Tree preservation and protection measures shall be reviewed with the coniraclor on site. 4. Eauioment Operation and Smrsa e: ❑ Ileavy equipment. vehicular traffic and storage ofcatsmtctiom materials including sail shall not be permitted within the driplines offices to he saved. S. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not admncly Atea trees to be saved. 6 Fires: ❑ Fires are not permitted within loll feel of the dripline offices to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of heel to be saved. 8. Protective Fencing: ❑ Trees to he retained within 40 feet ofa proposed building or grading activity shall he protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. 'Free Wells; ❑ When The ground level must be raised within the dripline of a tree w be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a cotmmetion detail suhnttfled for approval. H. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of bees as possible. Tunneling under a large free shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder mots. 12. Clete ❑ Protective fencing shall be the last items removed during the thin] cleanup. 13. Damaged Trees: ❑ Damaged Ines shall be treated immediately by pinning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH TEE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Gage I of I \ I I N I X X- FENCE "P.) �— / / \ r' I , I o \ I ,I I / NOTE: STAKE EVERGREENS 6' OR 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 PRUNE CODOMINATE LEADERS / \/ / \ \1 / / RUBBER HOSE \/ / GALVANIZED WIRE GUY 12 GAUGE. ALLOW FORA PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE AME 13 ILEX OPACA AMERICAN HOLLY 8' HT. B&B JUN EAS 13 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8' HT. B&B SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE ♦ // // ,' /' / / 11 f % I \ \ ` \ / 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18 OUT FROM TRUNK AND OUTSIDE OF ROOTBALL / / JG4-. / I, J. 5g5_: I. \ \\ `\ \ I IF FIELD GROWN CUT AWAY ALL /x- \ BALLING ROPES. REMOVE BURLAP OR — / % ,'. \ /i v 1 /'. h WIRE BASKET FROM TOPY3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS ///` . / \./ n I c° \ it 1" COMPOST LAYER j f !. .:� BACKFILL PLANTING PIT WITH NATIVE 4/ / \ oe° i�1 e D yrdh9 ..B 3 SOIL. INCORPORATE SLOW -RELEASE \ GRANULAR FERTILIZER y-/� . I;.: I .._ / \ ..D } A. a D ° \ \ °go Js la 2-3" MULCH LAYER, MULCH TO EDGE \\//SPHP(1 / VV1'��_ �,'a. � \ \ OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE / g / \I ``` �°. 6" SAUCER TAMP SOIL AROUND ROOTBALL / / I \\ > j j' /' / I �` \ BASE FIRMLY WITH FOOT / //\\ y / D o. a : .. yP j�/� / ' �y✓ /' URA / \\ i t; \ `. PRESSURE SO THAT ROOTBALL DOES NOT SHIFT I\ �/. ° / Owl , / 1 �,ES' 3 X ROOTBALL 4 / / - 1 �I I / - _ -------- DIAMETER / 1 I I \ ' \ ISO \\ .a E 12 EVERGREEN TREE - STAKING SPECIFIED14 NOT TOSCALE 1 ii I ej _ _ 7 ------ IL < / / / 35.6 — 1 L r/7' EQUALIZATION \ BASIN /L // / X L/ (_ LIMIITSOF /'DISTUREjANCE in \ I yit o \ \ 1 I \ \ 1 c 1 1 \ 1 \\ 1 \ I 1 \ - \ \ \ \ \ 3 _ ------ ------------ — ---- — — — — — —— / --———————————— -- — — —— II------- //-C-----------------———————— — —I--- \ - -I� - _ __ 510 J-------- _ — — I— __ �- ---- - ---- \ \i ---- - - - - ---- -GENERATOR--- I --- �------ --------------- -- - - f --------- -----------------__- - - -_- -_ _----14 --_� \ ------ \ - X - - X--x---x -x---X -�� / /' -- _ - - \\ I / / , • _ UGT— — — —UGT— — — —UGT— -� \ UGT ' ----------- --`--- - - - - - - FN --- --�—\ —= 7 ETBACK� —------— I■—C� \\ — — — I / ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i I i--------------------�------------------�- ------ �- I ---- —I L \ / I —UTL— UTL � � .I — —= UTL — — — I \\ i _ I --- ---- / / ----``---/ \ ----'---------� l it I. I EXISTING BUILDING I I -.r---------------- --- ------ ! i---------�` _------_ ------------- 1 Ill\ �-- \ EXISTING BUILDING EXISTING BUILDING \ I s____•,/ ---__--------`_ ;--_--_------------L-------------------------------"---------------------------------; _ --_________________� -------- -------�J i ------------- (13)------ --- h irs/ t} • f UTL—UTL— yL— UTLIL—T __-- JUNEAS-7 'hh — l � �-a111B-SAN --- '-' 1 � (13)ILE AME SAN — �-� — -SAN — — — / \ - ' - \ \ fSA ----aF SRN----�FSAN—-S fSANSAN— I SANSAN — W =X— w �\ w— \ \\ / _ ----- _ X--Tx—T-— N63 28 35' Win _ \ inn \ Ol ` LI rx >> UI '— — AUGMEN�E�EFJTFNGV1f66IIS—x-- X —x—? x--�-- X ' x x x ___--- \ \ `\ \ ` ` \\ SCALE 1"=10' —CMTRACT-eRT$FIEFD — — — — — — \ LOCATE TO CREATE _ CONTINUOUS , /' /' , \\ \ \ \ 0 `\ 10' 20' EVERGREEN SCREEN ' 64 WEST lit B Wo. 14 05/28/21 r'+ E 0 N U N 6 > E uJ a E F LU w 3 ¢ LL o 3 ¢<J U0D J — 7U) (NN V 30m o jAx Q J ¢ W V � c � in in N m v m J eD H V) 0 O 0 n 0 H 0 W W-h 2 z 0 cc 0 am OC F Z Z UJ O� a OV it W Z) 0 O Z U O aUrl Of U) DATE 0512812021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY J. SHOWALTER SCALE 1"=10' J W Q Ln z J JOB NO. 47747 SHEET NO. L1.0 as a a as t0 O w 0 3 yy a 9 0 It 20 �Z 20 0� raw so 0- m a0 0= IY m Z Z m 0. LD X. H m m o£ 2 n w c y N 2 N X C 0.0 ^' 3 G N a C m U C O 0 m Nv M 'R 0 m o in Z in a as �as C U oar L o.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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.0 0� oo \\oo 00 00 00 00 00 \ o0 00 00 00 0o ao 00 00 0o ao ao ao ao ao 00 00/ o0 00 00 00 \\ 00 �6 00 �� �00 / /0 00 00 00 TH F + + + + + + + + + + + + + + + + + + + + + + + + A +' 4' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' QL O +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 +01/\ +0,0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 \ +0.0 +0A1 +0.0 +0.0 +0.0 +0.0 X+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 +0.0 +0.0 +0.0 +0.0 +0.0 1+" i +0.0 +�'% +0.0 +0.0 +0.0 /+0.0 +0.0 +, +0.0 / / / UWILLIAM R. JENN NGS JR.9 ' I LIC. No.22775 +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +0.1 +0.1 +0.1 +o.o +o.o +o.o +o.o +0,0 +0, +0.0 +o.o +o.o +o.o +o.o +o.o +o.0 1 +o.o +o.0 1 +o.o +o.o +o.o +o.o +.o +o.o\ +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o% /+o.o +o.o .¢e:6 goy +o.o +.o +o.o +o.o +o.o foyo� +o.o +o.o +o. +o.o +o.o +o.o +o.o / +o.o +o +o.o +o.o 1 I % l0I .0 07/07/2021 �. +o.o +o.o +o.o +o.o +o.o +0'0 +0'0 +0'1 +0'1 +0'1 +0'1 °'1 +0.1 +0'1 +°•o +o.o +o.o +o.o +0.0 00 +o.o +°.o +o.o +o.o +o.o +o.o +0.0 1 +o.o +°.o +o.o +o.o +0.0 +o.o +o.o +o.o +o.o +o.o +o.o o� o.o o.o o.o o.o o.o o.o o.o o.o�' �60 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0 0.0 0 0.0 0.0 SSI pROA \ \ - / // i / JG� +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 / +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 FR +o.o +0.1 +0.1 0.o +0.0 11 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0b +e.6 - +o.o +o.o +o� +o.o +o.o +o.o +O +o.o +o.o %o.o i� h +o.o +o.o +0.0 .0 +o.o +o.o +o.o +o.o +o.o /+o.o +o.o +o.o +o.o +o.o Eo 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0. 0.1' b.1 0.1 II 00 00 00 00 00 \ 00 00 00 0 00 00 00 ' 1 00 00 00 00 00 / 00 00 00 00 00 00 00 00 00 00 J� 00 /0o II 00 00 00 (v \ I I �,X� �A, 1 354r1 > E w %3 ✓ / I I w 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.0 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0. 01 01 O1 00 00 00 00 00 00 00 Q 00 00 00 00 J00 0.0 00 00 00 0 00 00 00 00 00 00 00 00 0 00 00 00 00 00 .> +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 o.p +0.2 +0.0 +0.0 +0.0 +0.4/'+0.4 +0.4\ +0.3 +0.2 +0.1 +0.1 +0.2 +0.2 +0.2 +0.2 1 +0.1 +b. \ 1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +°•� +- +°•0 +° \+o= +0•3' �UGT LL o.o o.o o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0,0 x 0,0 0,0 w O ,0 ,ti ,rQ�+ + + + + + + + + + + FM a U Go z /w�-,n O j 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0 0.0 05 OB 04 03 02 02 03 03 03 \ 02 02\ 01 01 01 01 00 00 00 00 00 00 00 00 00 00 (Q 00 00 00 00 00 Q0 oat 00 00 00 100 00 00 O N r // / I I ® Z °' v 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 00 00 OB 0 05 05 04 05 05 05 OS< 03 A2 \ 01 01 01 f "�y 00 00 00 00 00 00 �tl 00/ 0 00 00 00 00 0 0\ 10.0 00 00 00 00 00, , 00 / 00 0= 00 0 I II �I +0.0 - 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EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS \ \s / 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF +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 +0.0 +0.0 +0.0 \� +o.o\ +o.o +o.r� �o.o +o.o +o.o /,' +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o / / - LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT A •\�� \ \ / % / William R Jennings, Jr. LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY ROA k\ \ / g FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM +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 +0.0 +0.0 +o.o +o.o o.o +0.0 +0.0 -3;ry �,+o.o +0.0 +0.0 +0.0\� \+0.0 \y +oo +o.o `, ti +o� +o.o +o.o +o.o +o.o +0.0 +0.0 +0.0 Consulting Engineering, PC Job No. LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL \x\/NF \\\ \ \ \ \ �' 316 Brook Park Place, suite A3 47747 OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF Forest, VA 24551 FooTCANDLE. PUMPSTATION SITE PLAN - LIGHTING ° '° 20 Phone: (434)525-7099 SHEET NO. Scale: 1" = 10'-0" Fax: (757) 2 6 2. LIGHT LOSS FACTOR UTILIZED = 1.0 1 1 SCALE: 1"=10'-0" Email: bjennings@jenningsnningspe.wm SL-1 1 LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER VOLTS VOLT- FIXT LAMPS DESCRIPTION REMARKS OTY TYPE AMPS EFF D COM / L C T FF A LUMARK PRV-PA1A-730-U-T4W-BZ -TYPE 4 WIDE MVOLT 54 N/A N/A LED POLE MOUNTED, 3000K CCT LED. OUTPUT = 6816 LUMENS LIGHT LOSS FACTOR 1.0 USED IN CALCLULATIONSQ PROVIDE FIXTURE WITH PHOTO -CELL CONTROL. 1 WALL MOUNTED, FULL CUT-OFF, 3000K CCT LED B LUMARK AXCS5A-W-BK-PC2 MVOLT 51.9 N/A N/A LED OUT PUT = 1526 LUMENS LIGHT LOSS FACTOR 1.0 USED IN CALCLULATIONS PROVIDE FIXTURE WITH PHOTO -CELL CONTROL. H OF �✓�' n H WILLIAM R. JENN NGS JR.9 Lic. No.22775 0 07/07/2021 �O��SSIONAL �N4. M E O 0 N U N 0 > E w E m W r-., �C7>'3 Z Q LL � 3 p LL.2 ^ w O L M to Q j U to Z w � _Ui O j a o N . w Z W i M DC oiS 3 of O 1' ¢ (U!) O w 0 Q 0 ¢ c w ux0N z �U> V) C� U) o N N W H a � W J J O W W U w rr KESWICK PRV-PAI-A-730-U-T4W-BZ A KESWICK AXCSIA-W-BK-PC2 B o U O x (7 O IY x H Q N W n W W O ._ LUmar�c Lumark U o ¢ Prevail / Prevail XL Discrete LED Axcent o to DATE r j Area / Site Luminaire Wall Mount Luminaire cc 612512021 0 DRAWN BY Product Features Prevail XL Typical Applications JTP n Wall • Surface • Inverted • Floodlighting • Pathway Prevail O ¢ �"" • DESIGNED BY foii.rsm T�n.oioyr I/t RJ Product Certifications Product Certifications Interactive Menu y,•• � Interactive Menu'. r^ CHECKED BY • Ordering Information pagez f f I ,'; ■ • f,'7ri � • Ordering Information pa9e2 r� F1 9 � n—oX6 � WRJ • Mounting Details paga3 oT Mounting Details page • Optical Configurations paga3 • Product Specifications page4 vxyixrss SCALE usreo • Product Specifications page4 4-H I ,Energy and Performance Data pagaa • Energy and Performance Data page 4 • Control Options pages Control Options pages Product Feat; • AS SHOWN Quick Facts fnLyMeJ WereLm • Direct -mounted discrete light engine for improved Connected Systems optical uniformity and visual comfort • WaveLinx Quick Facts • Lumen packages range from 7,500 - 41,000 • Enlighted •Available in 14W 123W (1,800 17,000 lumens models nominal lumens too -300W) ) • Replaces 70W up to 1,000W HID equivalents •Full cutoff and refractive lens models available • Efficacies up to 148 lumens per watt • Energy and maintenance savings up to 95% compared to HID • Standard universal quick mount arm with universal • Energy efficient illumination results in up to 144 LPW drill pattern • Replaces 70W up to 450W HID equivalents . ^ Dimensional Details Dimensional Details U) Prevail Full Cutoff IT Refractive Lens IIT Deep Back Housing 2�/4" Omml W 615/16" [1]]mm] Uj A Uj A 5 113-15116"1354mm1 26-13/16"[581mm]a 0 Lau `cJ a `c— �o I \ Z) Prevail XL / 3—/16 Dimensional Data U IJ4mm] ]-1/8" O H W peolmml �1V' LU 393/8' [1006mm] C�C L17-]/8"1454mm1 G > L7 �: LU (� COOPER COOPER I --I P5500005EN pogo[ P8514102EN page[ � Lighting solutions April 12, 2021 343 PM Lighting Solutions March 2, 2021 529 PM O / a m Q X LL 11-4 I� z F1 5 I�=rr''�� �D W � J William R Jennings, Jr. - Consulting Engineering, PC JOB NO. 316 Brook Park Place, Suite A3 47747 Forest, VA 24551 Phone: (434) 525-7099 SHEET NO. Fax: (757) ennin 36 sp Email: bjennings@jenningspe.wm SL_2 1 A 81202mm1 11-1/2"1292mm1 B ]-1/2'1190mm] 10-3/4"12]3mm] C 3-s/8"194mM 47/8'[124mm1 D 5-1/8'[155mm1 ]-1/8"[181mm] G Y U N N Y 0 N (n N E E m n Q i U 3 iu Y N m in m 0 w