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HomeMy WebLinkAboutSDP202100025 Plan - Revision 2021-05-28 (2)KESWICK WASTEWATER TREATMENT PLANT IMPROVEMENTS MINOR SITE PLAN AMENDMENT SIDP199100097 COUNTY OF ALBEMARLE, VIRGINIA SITE DATA: RIVANNA DISTRICT ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-327-1681 CONTACT: JONATHAN R@TIMSHOWALTER, P.E. 0 C/ 2 8/ 2 0 �i i JONATHAN.SHOWALTER@TIMMONS.COM J L 1 TAX MAP PARCEL: 08000-00-00-060A0 & 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. Y1 �� Keswick SITE Rugby RZC4, � '2 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: ]TREVENEN@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: APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT Off. /�? ON �ux.tTFI��N.SHON;IITER y Lic. Vn.0402057151 05/28/2021 'tS Cie CL O cc H Z Z W O ,ti H O a U O' U-) z w Z) 00 Z U O w in a > O �� > l K N w o N Q co DATE 312212021 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE AS SHOWN V 1 I— z w 37 w 0a z w o O J Q w cc J a v U V/ w JOB NO. 47747 L 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. 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 • • • COMPACTED A VDOT 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 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 C-m� 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 • ■' • REPORT RECOMMENDATIONS PREPAREDGEOTECHNICAL BELOWMIRAFI 180N OR EQUIVALENT • 09mmDENOTES 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 x LL & REMOVE Lu 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 �L\LTH OA, J y NTHAN 1i SHOWALTER y ii. No, 0402057151 ` 05/28/202 1 �J .. V •yam /i r` 1t 1i�` m E 0 N U N 6 > E W a E LU ¢ LL o 3 ¢<J UGO W J -� 5 (7 W'ON v 3: 0 x 9Q6W Vc w c � N m v 00 J %D V) 0 0 0 m 0 H 0 w w_ x z O V) cc 0 O F Z Z W O PO aU L w Z) 0 O Z U O a � U) F 0 DATE 312212021 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 o 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 EVENTS UNTIL SITE IS STABILIZED I / / 1 / I / 11 I I I I 1 1 / BORE HOLE/-01 / c GRA 000, \ \ \ 1 /NV=355.69 / / r FENCE IG I�ATE X/ \ 7'CHAIN LINIY FENCE ------- X_ /TW=351.85 -\lNV=338.81 0" TERRA COTTArl; \\ \\ CURB X354I' �I I 11 11 III /T ORE \LE-03 \\ / CONTRACTOR SHALL RENTpVE I I II I I � /� 1 V AND RESTORE CHAIN0" TERRA COTTA / / \ ! / � ASPHi1Lr FENCE AS NECESSARY � 1` / 1 UIG FORCE MAIN INSTI TION x UNKNyy, / ° / 1 _ - \ \ /_ ---UGT / \ I 1 x \\ ❑ TW=351.83 II SIGNAL 1W/�l \�^ \C� �� I 11 11 s s II CONDrI\CTOR J \ 3X3'U�IL VAULT I 1 TOC=351.4 / \ � \ \\ / \ / \ f< �1 GATE l / 1104 �/ / / ' a % \ \ J % U/G POWER \ s�'� Y \1� SAWCUT (TYP.) I) — _ — ! SAN ' AN� \ / X ems' / J // \ / fp. // �� / _ �I I I11 :a+' I I 1 / / I GRAVEL 5p" / .5'CONC. WALL / 11 I I t J REMOVE F`jENCE FOR WtIf4NDRAIL 1 I \\ _X NEW PUMP HOUSE AND � ! - - I x�- NEW FENCE PER GRAVEL 1 / ✓ PS J / / I I t1� r 5s.o' X I55.5' / 1 \ -------- -----; LAYOUT PLAN. --- 2..jX4' UTIL/VAULT I RELOCATEI I---- ------- ------ LUMBER '' REMOVE FENCE. SEE \ a--N/ �IIII PILE YOUTPALAN FOR EXTENTS ASPHALT CURB TOC/35179 OF FENCE REMOVAL > SE�g� PROVIDE CyLVERT INT 4 I I / �o I II / / 1 RELOCATE A l 11 rr� <nr r l.�..rr n i+rl.r� _ / \ _ BEFORWRAIN EVENTS IL ,/ / I I �' �._ — — — — J it ` — CQ tie \ \ 1 \ 1 Q / / / X 354.9' \ �! ` SITE Icy STABILIZER / 3 \If CONCRETE 1-------- / �2MQ � / \ 7 M / INI< 357.53 / I ✓ / i \ I \ I ----I \ \ \ / / I 1 STORYFRAME \ ---- \ • ' U/G POWER SHED 4' PLASTIC CONTA6 \ ` \ ` \ ` \ ` \ \ \ \ \ \ \ `\ - APP OX. LOCATION OF / I \ REMOVE AND R ACE / — — Q _ _ _ _ _ _ _ _ _ _ - - I ` ` ``� � \ ` \ - _ -GRAVEL AS NECESSARY _ _ _ X / I / U/GSHOINN PER PLAN l I \ / X— — - - �3 / 1 \ \ T\ \ _ INS RIPE AND FORCE M��N X --x— —X—�— \I _ \ / / I / ROCK BRICK \ \ `\ ` `\ ` \ ` \ ` \ ` \ ` � �\ � � � \ \ / \ �� - -- X-—�-_� � I U/G POWER I I / & StQNE LAY \ `\ ` \ ` \ `\ `\ \\ ` \ \ \ _ PLAN - SCALED) INSTALLATION \ / / \ \ / I / DOWNYIREA \ ` \ \ \ \ \ \ i\ ` -'�'' \ \ ` \ \ \ J \ ✓ \ \ I / \ L GQ _ 2.5'X2.5'GRATE INLET / REMOVE AND REPLACE \ \ \\ ` \ \ ` \ \ \ \ TOP=353.98 / \ \ \ \ \ \ \ GRAVEL ASiVECESSARY \ \ \ FOR FORCE MAYN_INSTALLATION / RCOCAI F� \ \ \ / / r I CURB i r J DUlILL1IP�TER 1 I 1 U/G TELEPHONE- TW=367.19 1 / \ \ \ \ \ \ c I / SS CENTURYLINK) PILE REMO Nb�2EPLAZE\ \ \ \ \ `� \ \ y \ / ', ; � 1 I I VEL E ESS(1RY U/G UNKNQWN Sl / V 1 CONDUCTOR - POSS FORCC-MEII �\ / ) Go \ \ \ i G � P% NPW\PA 1 \ \\\ \\ �e- '_----ram` \\\ \\\\36�\ \�\\\\\\\\ \\\ UGp� �J `\ I\\ III I I SANITARYMANHOLF_./ / TWT367.24 ' / \ \ GRAVEL � � 9 \ \ \ \ �' \ \ � \ \ \ \ \ \ \ \ ti I I I TOP=355.10 / \\ \ \ \ \ \ } \ INV.IN=34.652 ELEO70C BOX\ \ CONC-FAD\\\\\\\ \ \ \�'-\ \\�I� \\\ / INVOLI.f 346.33 � - - - - - - - \ ^� © / \ \ \ \ \ \ 4' RLAS�l6 CONTAINER \ \II \ \ TOP QLD-DAB vk\ \\ \\ \ \\ \\ \\ \\\\ \\ \I\ C \ PIPE=373.48 APPROX. LOC,&TION_OF TW=36719 \ \ \ \ U/G 1 "PVC LINE (SHOWN PER PLANT SWE \\\\ PLAN -SCALED) \ �\ \ \ \\ \\\ \\\ -\�.` /% / FO/ \\\ \ \\\ \/, \ \ \ \ \ \ ROOFBRAIN�TKP� \ \ \ \ \ \ \ ABOVE GROUND GT r \ \ M _ / j� PROPANE TANK \ \ \ \ UG \ \ \ \ \ \ \ \ \ l C \ \ \ \ \ \ m \ \ ffff CONC. DOCK \ \ \ SCALE 1"=10' FF�65.29 IX 6"IRON VALVE ' - _ _ _-TW=367.25 - - - \ \ `� TOP 8" IRON \ PIPE 373.44 U/G UNKNOWN SIGNAL \ \ \ \ \ \� — \ \ \ sqN\ \ \ \ \%x \ \// /� ✓JI P�\ \ I 1 i \� I rl `1 \1 \\\ / CONDUCTOR - POSS SLUDGE LINE SANITARYMANHOLE TOP=368.29 / TOP OF 4" +Dl = 363.86 k \ \ \� S� I \ \ 4/ FFE=365.34 CIL CHAMBER = 363.46 Vk 6. � I FFE=365.34 / / \ - f i u.\.1TfLtiN A SHOWALTER y Lsc. No. 0402057151 05/28/2021 �� A� ►�.sl(iNAI I_ CL O oc t7 Lm H Z z L' O a o Ch z no z c) O w t'n a � N F DATE 312212021 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE ill =10, wQ J Lu O Lu 0Qo z rY < U-) 0 O r-I w Lu I —I Q �z co w 0 U a i V U U) H Lu `u i JOB NO. 47747 SHEET NO. C2.0 0 n' N oa no �0: n0 LDz 20 0 2 c m o a � C y a 0 om o� N N O" i n i� F � o£ r 0 0 n$ o � a� 2 Yp 0 N U C N O tt d65 m � N U E r, 0R 0 a 02 16 a b o 2 N � N z 0 2 m N N � C U m n o N t11 C L LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT F1 GRAVEL CONCRETE SECTION FOR ELECTRICAL, MECHANICAL AND OTHER EQUIPMENT DESIGNED BY OTHERS. SEE OTHER PLANS FOR DETAILS FENCE (TYP.) I; EQUALIZATION BASIN U/G POWER \ \ (POSS CENTRAL VA ELECTRIC CO-OP) / -01 Q \ \ U/G TELEPHONE / �/ / \ / / i / l h \ \ (POSS CENTURYLINK) l / \ / / / I j h 000, x\ 7 INV=353.00 / A- J / G , GRA)/EL \ INV=355.69/�-t-------- 0000, FENCE \\ \ GA%E \ TREE \ / / / / / ��// 7'CHAIN LINK FENCE PROTECTION (TYP.) \ _�/ / �� —x TW=351.85 I I / �� �� OG INV=338.81 — — X/ / /� i�� CONTRACTOR"SHALL REMOVE / --- 0" TERRA COTTA / FE�10E AS NECESSARY FIOR C¢ I /�CHAIN I I1 I ICI _,FORCE MAIN INSTALLATION. $ORE! OLE-03 1 I x // / / X354I5' X S CURB JOB 1 / / /UO l�1(V=338.77 `\ \ / LIMITS OF 1 II m VO"TERRA COTTA \ / D�GRBANCE = ASPHALT 1 m — \ �--------L U/G \ / UGT 9,371 SF M TW=351.83 / i I UNKNOWN \ �� s SIGNAL / _ �I '� I CONDUCTOR GATE 3 L L I I i I TOC=351I4 ae U/G POWER / � \ _ _ _ �SAN-1 PUMP HOUSE AND I II I I MECHANICAL PANEL � /AN. TIE IN PROPOSI D L — \ ao � 1 ' FENCE TO EXIST! G $ I GRAVEL 00000 1 _- -� / \ \ \ \ `SPN " W/ HAND RAIL x ` // 5' CONC WALL 1 � I I / / " _______________ f � � ""' TIE IN PROPOSED OQ / / P�P-�r — — — — rJ ! FENCE TOIEXISTING k GRAVEL / � Ps J / ��_ X 356.0' / X 355.s TRENCH AND INSTALL LULT JJ I / I FORCEMAIN AND REPAIR PAVEMENT PER PAVEMEf T \`------- / / — — i // i REPLACEMENT DETAIL. ❑s -� ❑rn / FENCE (TYP.) II ASPHALT CURB I / I `\ I a TOC 351.79 Q z / x 111 TRASH COMPACTOR I / ------ i N�A \ JC7Q� TIE IN P 40SEDrn !! / FENCE O EXISTIN its x r I \ / \ CONCRETE / / m 1 --- --- LIMITS OF --- DISTURBANCE 9,371 SF BLOWER �� O � \TYP) / \ 4' E J / I / / I 1 \ li---- 0000, l/ 1 1 STORYFRAME I J U/G POWER \ 0 M AL fH /Jf f i /u.\.1TfLtiN A SHOWALTER y Lic. No. 0402057151 05/28/2021 �s�s��INAI C; M E O 0 �U N � N C > E a E w W > a U. o 3 N 0 LL ^ w O o z Z ti Lu j U m Z O g d O In N C7 W a c.� �a 30 U x N Z LL "_� O oa O V 2 N > Z = c� > Lq O a n N d N > [] W V W J > W af vi 0 0 x 0 0 x F o w N w LLIr4 00 UQ M N o DATE u) 312212021 0 DRAWN BY A. MABEE } • DESIGNED BY • J. SHOWALTER • CHECKED BY C. KOTARSKI • • SCALE • AS SHOWN VAULT x 1 / 1 / SHED UGP� -----� 0Q I/ I _ _ I o CL / DUMPSTER PAD WITH \F� (TYP.) / 1 — - — — — — I / ) \ OLLARD TYP.--------/ _�u6P= _�-- LAYOUTAND CHUTE / OLD-DATR I� 5 Q � — — — — — — — — T ❑s I � / � 4'PLASTICCONTA \ I PER EQUALIZATIONS / APPROX. LOCATION OF x 2 I \ TANK PLANS \ U/GiFORCEMAIN-4"Dl I I I I J� �x� I \ ROCK, BRICK JS x— x— — —x— �— 1 ¢ U/G POWER / :SHOWN PER PLANT x— x x— — —x 1 \ / DOWN AREA& STONE Y \ 4N -SCALED) / 2.5X2.5'GRATEINLET TIE IN PROPOSED \ \ \ \ \ / \ / I TOP=353.98 w FENCE TO EXISTING NEW RAVEL ;- DRIVE TW=36719 U/G TELEPHONE �QCURB w �O SS CENTURYLINK) 4, 0 \ / \ TIE NEW \ \\ \ \ / J I / PILE BER / GRAVEL DRIVE RE-ROUTE EXISTING POWER AN / f 1 TO EXISTING TELECOM LINES AROUND PROPOSED 3 I { 2 O Q / GRAVEL \ \ / ELECTRICAL BUILDING AND GENERATOR /\ U/G UNKNOWN o ew ; \ / PAD. CONTRACTOR SHALL CQORDINATE / 1� L7 z CONDUCTOR - POSS FORCE MAI\\ J RELOCATION WITH THE APPROPRIATE GQ � I LL � Q yQ F<FC V TELECOM AND POWER COf�PANIES. J > J 1 TRENCH AND INSTALL FORCEMAIN. � `' 11 � eUj T'4/O Q _ � UGP— SANITARY MANHOLE I � a TW=367.24 ;'; REMOVE AND REPLACE GRAVEL AS GRAVEL <O/N J� I II TOP=355.10 �� z } INV. IN = 346.52 NECESSARY TO MATCH THE 7 / 5_ 3.3'ELECTRIC BOX -4 I 1 I 1 /NV. OUT = 346.33 O EXISTING CONDITION. (TYP.) / ` ) CONIC, PAD 1 _ _ / U 61 \ 'r ' 4' PLASTIC CONTAINER / TOP 8"IRON PIPE=373.48 APPROX. L(,4TfQNOF U/G 1"PVC LINE\ '1 LIMITS -OF (SHOWN PER PLANT S/HE DISTURBANRCE�\ PLAN -SCALED) 9,233 SF ABOVE GROUND \ \ \ \ ROOF DRAIN (TYP) \ UGT \ -�-\ / PROPANE TANK e UAL \ \ \ O \ 11CONLVALL CONC. DOCK �CpNT FFE\-36529 ' o \ TI IN PROPOSED \� FORCEMAIN TO NG FORCEMAIN 6"IRON VALVE TW=36725 \ � �/ TOP 8" IRON \x \ PIPE=373.44 U/G UNKNOWN SIGNAL CONDUCTOR - POSS SLUDGE LINE U/G POWER Q W m J \, Q i U W W Cl a Z SCALE 1"=10' — 0 l020' JOB NO. 47747 SHEET NO. / C3.0 0 c n' N as no 80: n0 LDZ 20 2 0 c 16 0 a � C y a 0 o c, o� N m O" i n � m o£ r 0 0 o nm c m Yp 0 N U C �o L ` N m c m U E O C 0 m 0 a dv 16 a 0 o g m m m a 2 R m m � C U m n o N m� L U/G POWER (POSS CENTRAL VA /\LrH ELECTRIC CO-OP) 2 / Y / / \ I I I �J� \ \ U/G TELEPHONE«' :uN.%TK-\NN.SHOWALTER (POSS CENTURYLINK Lic. No.0402057151 05/28/202 1 Qr /: \. I l I \ \ \ \ \ \ \ INV=353.00 / c� ' / / / ,' d� _ — _ ( z \ / I '� 'rs o GRArn II// 11 I / 1 E .00e o P�.\\ I I l l \ \ \ \ \ \ \ 1 /NV=355.69 / r / /1 /000, \ / L -------- V w 3 / / , / i /i J �]( / //' Z+ \\\ I/ / \\\ I Q LL 3 / \ / / % / \ / / \ I ¢� W U m Z g I I l I 1 11 I I I \ \ \ \ \\ 1 \ 1 I // I \\ // \/ / / / x \ K try w 1 II 1 1 \ \ \ \ \ \ 1 \— I / \ X / / //// / / / l \ \ LLIN—vi O g \ l I I I FENCE o °' r- O I I I I 11 I \ \ \ \ \ \ / / a� / \ / / �/ / l �A l / / I � C7 LL1 -+ I I I 1 I \ \ \ \ \ \ 1 \ I / / 'P \\ dFA"4 a U I \ \ /. R \ I \ GAE — / / I� \ / / / J \ 1' �y / TCHAINLlN FENCE \ / x_ / x /--------- ------- '> O U) ¢ w z / / \ \ �d oe a; " 0 O / \ I • y' �G \ I TW=351.85 / I INV=338.81 c = v U ----- ---- Y0" TERRA COTTA \ u p 0c \ \ ao 04 w w ORE HOLE-03 00 M 0000000 � X 354I5' I I I 11 j 1 \ \ / v 5 / K / / \ G'( I CUR 1 I I I 1 i 1 \ o w w /J� / / d I / I I I I �n I I I � / \\ / ' / ' / % / �+ I I I I I / I'III ' I mp� 0" TERRA COTTA / ~ \ / \ ASPHALT I " \ \ 367 / / \ ' / aa`} // / _ �> _ / 1 / I I x I ----- - x UN \, _UG7 / 1 I I FM \ _ TW=351.83 I I SIGNAGW) `l / �,/ / SM M I I II I CONDUCCTOR 366 / /^\ T \\ / ' / \\ - - - / / '` JAR / / `\ MI /Q 3X3'U`fIL VAULT I I II — T I TOC=351.141 II � GATEila+ U/GPOWER \ \ / l SAN— I I 1 v x — —1 — — — c� 365 \-- --/ , �' / �\ /II I I I \ w w N / / I I I I GRAVEL u 0 N ell .5' CONC. WALL / I I I I a 0 M / I I _ Q/ W/FIND RAIL \ \ O +-------------------- / / JO ^T j5X4UTILI >o �l DATE GRAVEL PJ/ I I�6t1�_ _X 656.0' X 355.8 I 11 2.AULT 0 3/22/2021 \ I 0 1 DRAWN BY PROVIDE CUN/ERT4NL€T- y / / / / I / ^ \ �I PR(�IT CTION ON EXISTI Ci / / I� / I 1 \ I © ' in / DESIGNED BY P� / /I I ASPHALT CURB ' I / I 1 / TO 351.79 • ANd OPOSED CULVEPZT % J. SHOWALTER BEFbRE RAIN EVENTS/ \' \ UNT`L SITE IS STABIVZED // ,,( F CE / I I T SH COMPACTOR / — "--- N I 11 / I/ / \ \ `\ • CHECKED BY I VDOT STC/ CLASS /` / GATE m \ — \ / / I / — �� I I I I / • C. KOTARSKI . _ \ Al RIP�tAP J III � — — — — � ( p 1 �Q 1 \ ` � � / / / // / II /' /�' \ i �/ i X354.9' �J ` I \ \\ / / _ • • SCALE / / \ WIDT 1 = 5.25' / / WIDTH 2 = 5.25' / i / I - - ' LENGTH = 4.75' / I ill 10, ' 204 \\ \ \ \ \ DEPTH = 18" \ CONCRETE \ I / 365.00' / \\/ \ �s9 / / / / / / I \ ` Q / I / .j I I \ 1 ____ 102 / tl 01 VDOT STD CLPySS 362.50' \ `\` � / _ ^- / A-1 RIPRAP / III v I Q I �;---- \ \ M \ \ \ �,,\ �J 00' WIDTH I II ----- \ - />' T i I 1 STORY FRAME / j � J U/G POWER / 362\79 \ \\\ N �� - - - ' WIDTH 2 = 510' x SHED i LENGTH = 4'co I ---"-- _— _— DEP_TF1a1�" I _ _ _ _ _ _ — _� — — — _ — \ / \ / / OLD-DATR I 4' PLASTIC CONTA / X / I �3.00' \ Tc /\ PRbX.LOCATIONOF ------------ - - - - -- - / / \ 38z.60' CE MAIN - 4" DI- / ROCK, BRICK / / I / & S� NE LAY / \ /(SHOWNPERPEANT ` ` ST z U/GPOWER ' \ / Q \ _ SIFE PLAN -SCALED 4 _ \ x— —x / x— /' I —c\ \I ' - \ / ' / 7 DOWNAREA \ 202 _ \ \ ) \\ I \ yj --\ \✓_\ \\ I /--------- --�1 L I G / z Je I / 2.SX2.5'GRATEINLET 363.zo / - - \ \ \ \ \ ` \ \ / %/i l / / I TOP=353.98 W 1 / \ / \\ ` \ — — — _ \ Q� \ ` \ \ ` \ ` \ \ / l CURB / / \ \ U/G TELEPHONE \ \ \ l I0 w Q / TW=367.19 I _ / / 1 / \ \\ �POSS CENTURYLINK) - J� - ' - - J�Q - /// 1PILE LUMBER I LL� ce 0 Q 11 \X\ `\ \ \ \\\\ ,ASS � / `� \\ I I I / ^ Z Q U/G UNKNQWN S/GA/A(\ \ / \ \ ` . ` \ \ ` . ` 1 1,� I ' L.� (� z ` CONDUCTOR - POSS FORCEAM ` / - - - - - -- - - -- \`\ \`\\sue\ 2�\\ \`�\ �.�`_.\\—UGP�\ — �`\\ \`\\ �I\` 11 f1 TANITAR.10ANHOLE, j, \ I I INV. IN = 346,52 / TW-367.24 GRAVEL \ \ 1 _t H� z \ \ 5. 3.-F ELEt 0C BOX \ ` \ \ -i ' \ \ i ` \ z 0 / \ ^ EONC,�AD \ - - , - l \ I \ ; \ \ / INV. OU? 346.33 I..� O LLJ aLLJ Q ry_ --_____dRLASbGCONTAWER `� TOP8"IRON - - QLD_p Q F i PIPE=373.48 TW=367.19 v / APPROX. LINE N OF \ \ \ \ \ \ \ U/G I" PVC LINE (SHOWN PERPLANTSlTE PLAN -SCALED) \ \ - - ~ • / / Oi _ ROOF 1)RAINP ? \ ABOVE GROUND � � 00 PROPANE TANK \ T\ \ v \ \ \ ` \ l \ \ \ \ M \ \ \ ` 1'CONpUALL f' ; ' ' \ \ \ \ \ \ \ \ \ \ z \ v' \ y/ W CONC. DOCK \ \ \ 1\ l \ \ \ \\ \ \ \\ SCALEI"=10' FF36�9IX l\ o I I\ \ 11\ 11 \\\ NOTE: PROVIDE CU / \ \ \ \ ` `=.7.25 - - \ \ TOP 8" IRON \ \ \ \ / / I / \ I 11 1 JOB N0. 6"IRON VALVE � ` - - - - -TW36� \\\\ PIPE=373.44 \ 47747 � \ _ — � \ \ \ \ SHEET N0. U/G UNKNOWN SIGNAL k \ \ , , \ 41'� I \ / I + / 1 1 CONDUCTOR - POSS SLUDGE LINE \ \ - _ _ ` _ _ \ \ I ' U/G P W R ' I C4.0 ` — — — _ 0 c 5 a Ec L PROJECT KESLVICKW TP SHEET UNITS OF ENGLISH CULVERT DESIGNER: REVIEWER: DESIGN A. _MABEI 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 DESIGNFLOW'S Shldr. Elsf= Eli= L= S= Elev. Lt. = ELHWd= 358.46 0.00 ft 357.65 ft 22.07 ft 2229E 0 41 RoadwaYWidth ft ft 7►-- 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. _ Cbmnel 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: Singleltiinitiple Conforming 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 HWi'D 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 Adannin95 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 0.00 358.52 0.10 0.59 0.80 0.79 020 0.17 358.12 358.52 6.16 Broken Back Cnl'Fert T.AHAW'ATER DATA: TAILW'ATER RESULTS: ROADWAY DATA: ROADWAY OVERTOPPING: LENGTH Elea. SKEW ° Channel Shape Trapezoid at IIn„ = 0.035. Discharge cis Elevation ft Flow depth ft Velocity fps Shy force PSF Roadway Width, ft 11 Discharge cfi Overtopping Discharge Cfs Overtopping Elevation ft Bottom Width. ft S ide Spie Lt: CH:1V) S ide Slope Rt: CH: 1V) Channel Slope, f0ft 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 of Road, ft 0 Check 0 0.00' 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-] 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 i 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 MATERIALMIF MATERIAL MIN. 1/10 D n t 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 - 8.81V DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OFAPVCBODYTOP. SEEDRAWINGNO.I001-110L45. 3- DRHN BASIN TO SE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERSARENEEOEOFOR INSOVER84'OUETOSHIRNNG RESTRICTIONS. SEE DRAWING NO. TW1.110 N5 4 - DRAINAGE CONNECTION ST.8 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, MI-110012. 6 - 8-3V OOMEGNATES HWENO LOAD RATING. RECOM,EPDED 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' RPEDNM. MIN.TTENCH (IMIRRO (533mm) 8' 23' DsoUIR) (5B4NTm) (21 UN.) (660mm) IT (2501 (7118mm) IT ( LIVISR) 30• (]BAvn) Iw 34' (9T� ) (Bfi4mm) te' 39 (1114itURRU) (mi.) 24• ALB (60Dmm) (1256' 0 56" Q50mm) (146,F 36 64- `17 TT (105M." U829mm) ALB' GY (120OIm0 (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 0TIERGRAVRYHI.OW APPLICATIONS % LATEST ADDITION 2. MEASURES SHOULD BETAKEN TO PREVENT MIGRATION OF WLTTVE FINES INTDBM00•lLL MIURERI WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, TIECONTRACTOR SWML ET691VATE MA DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATEIRNLASSPEGFEO WTHE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, TIETFIDIPA 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 TIONnR60Innk 8•(15DRm) 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 DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQI3R® IN ASRM 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 ACCORDINGTI PLIN. (6' MIN. ON 2" MIN.. ON MIN. ON 30" & 7T MIN.ON 36' 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 ONM. H-2S HEAVY CONSTRUCTION LIST MILE UOD)' 1T-48• 1T IT (&OOmn-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 III PPE ONII CgAPAQTED DUMPED 95% 90% 95% 4' w 18 25 18 18 (toamm) (11.81R) IRS.) (]BIN) RISE) (5.5m) 6' 44 20 29 20 21 05GURR) (13-4m) (B1NT) (8.8m) (61ND (SAID) 8• U 15 22 15 16 [1WmR) R)ARI (4J&I (BIRD) (4.6m) (4.9m) 1V 38 18 25 18 18 0551NR) (116m) II"I (]AIRS) (5.5m) (5.5m) IT 35 17 24 17 iT POpmR) (1P]m) (5.0LI) (73m) (5.2m) (5.2m) 1Y 38 17 25 17 18 pr n) (11_6m) (Shut) 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) Blow KLM) (6.1m) (G.Om) (4.3m) 30' 28 13 20 13 14 UW-- ) 015R) N-IR) (6.1m) (AIDE) (4.3m) 3C 25 V 18 13 13 ( M-0 (T.9m) (3.7m) (55m) (4Om) (4.0m) 4T 23 11 16 11 11 (1051J." (TOR) (3.4m) (4.9m) (3.4m) (3Am) ALB' 25 11 9 11 12 (12Wn.0 (r.6m) (SAID) (5.2m) (SAID) (3.7m) w 25 11 1] 11 12 (150WRm) (].SIN) (3Am) (S2m) (SAINT) (3.7m) MI 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 PEE U O c .. N Ln 117) w N DIDo OD CID 00 Ob O M 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 360 360 EXISTING GRADE 1' IN. 355 355 OF 22.0 12" CLASS IV IRCP @ 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 m r Lb M N n f0 O 04 o o + (\I LO F rM 0 DO 0 C� M Z O EO N a> > Z U)1Z 0 c cL Do d N M b N U c o Do EDD [14 04 a >. 0 0) LO ,OF M W � Z 000 rM 00 � N) CIO Lo 0ID DM0 �Mz W O g Qa� .. Qa> U) f- 370 NU) f- 370 365 365 PROPOSED GRADE 2' MIN. EXISTING COVER GRADE 360 1' MIN. 1 360 203 65. 8' OF 355 12" HDPE 201355 0 12' HDPE @ 1.02% ROPOSED F RCEMAIN 350 350 rn v 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 •.' &'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`- TRAFFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS. ACCORDINGTO SEE DRAWING NO. T001-11P111 FOR NON TRAFFIC INSTALLATION. PLANS "§Zn" + (3) VARIABLES UMP DEPTH (4) VARIOUS LET ADAPTERS ON&'-24' ACCORDINGT0PLANS AVAILA LE 4'- 6 AVAILABLE: 4'-3fi' FOR CORRUGATED HDPE FOR CORRUOUTLETGATED FMIN (B MIN.ON 8'-24", 70" MIN. ON 3V fi'MIN ON 30'&3fi' 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 C9001C90k THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CORRUGATED S RIBBED PVC ) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, WATERTIGHT JOINT CLASS 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 70200S 2- IT N'FWWESSHALLBEDUCTILEIRONPERASTMA5MGRADE7OSW5. F & 1VSOLID COVERS FRDIRECRY ONTO DRAIN 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.2N1-11Dml. 6 - 1Y- SIT SOLID COVERS SHALL MEET H2O LOAD RATING. ] - V & IT SOLID COVERS PANE RATED FOR LIGHT DUTY' APPLICATIONS ONLY: NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING, PROFILE SCALE 1 J /u.\.1I N. SHON',IIIJLTER y Lic. No. 0402057151 '4p 0 /28/2021 ►�. sL(i N A l M E cD rn U N U N Mi C > E DID a E W .y LL o 3 0 U. - W O D ti Qa j U m Of > o N t/1 N 7 3 O LF) a cd LL oa "_� L n 2 v N = U > a . c In o SO In M a� W J DID� (n 0 0 x 0 O Of F 0 w > w_ x U Q 0 0 U) 0 O CL O oc f H r Z Z W 0� I- 0 CL (� En Z no Z U O cIf LU (En a >e of N W Q 0 if DATE 312212021 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE AS SHOWN JOB NO. 47747 L OEVERI R B1' MMmOM CHMD PAN ,Ill .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 RNUNPAE 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 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 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 I 1 I I I ! \\FA //s✓/ l \ \ a a i I I X3UTIL VAULT VALVEI: TRASHCrACTOR # IVAULT 68 /X359'\ \ > DL / BLOWER / (TYP) � I I / \ \ I I / I / NEW GRAVEL \ / DRIVE / / I 1 \ I / TEE9WLTH CAP 9/' CONDUC I $TA 25.15 4".1;!�U6 VALVE - I I\ 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 \ // UNKNOWN §l POSS FORCEibYAI 45° BEND- �TA 10+67.76 90°BEND STA 11+12.42 / / _I% _ + -- I/ / JI� �o \ - _ _ \ x— — X—/I — fix— — - I U/G POWER \\ 2.5W2.5'GRAT INLET cuRe I Q I TOP=353.98 I �0 END \ \ Q_ 97 �3 O I I QLC 2 08.45 \ \ J�APf (/G SH \ \ \ W3.3' E6ECTRK BOX _ _ \ i •�' \ �% \ I ' / 45° BENS`*\ \ �� �` \ \ \ \ APPR O _ \ \\ \ co 1 - _ .-STA 10+71.: 4- T' P NE \ ao 3 (SH�4/N PAR LAACT Sl . / \ \ \ \ \ Q z PLAN-SLALEDr \U \ \���� \�\ b \-_ \ \ \elc�. \ \ `NEW 4"EQBASIN \ �\ \\ \ \\\ EFFLUENT DUCTILE IRON 1 \ \ \ \ //\ \ \\ \ \\ \ 59ALE V=20' \ CL 52 FORCE MAIN w❑ top mO "H z _ rn 00qz (0ca w 00w +C> inro LLI m NOTE: CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL O LOCATION OF ALL EXISTING UTILITIES PRIOR TO U) N N U CONSTRUCTION AND MAINTAIN 18" MINIMUM SEPARATION = m BETWEEN EXISTING UTILITIES AND NEW FORCE MAIN. Q Z) w NEW 4" DUCTILE IROI I CL 52 FORC MAIN NEW 12 HDPE o 4 az oo g 0 M� z rn0 P` z 00 4 z TELEPHONE DRI INAGE o a Q + m c m + m (ASSUMED PIPE z0 H W H= HN H lQ J In to V) cm dJ NEW 2" RCP z CULVERT E . U/G n POWER — o Z (ASSUMED "o w DEPTH) +CD m i i EXISTING GRAI IE 1 " MIN 18" IN SEPARATION- 12" MIN EX U/G / 12" MIN POWER 18" MIN SEPARA SEPARATION (ASSUMED / i EPTH) i A 2 1 I I PQ�Q�Pg�N SO O NEW 6" INFL ENT STAT— DN 0 I G �NONGs�O DUPUMP CTILEIIRI N CL 0 20 52 FORCE M NIN 18" MIN SEPARATION 3.5' MIN COVER RESTRAIN ALL JO NTS 40' AND FITTING RES RAIN ALL JOINTS ND FITTINGS 0+00 0+50 370 365 360 355 350 345 2+75 4;O���AI,Tf7 f O Mae � H U MATTHEW R MILLER a Lic. No. 056393 05/28/2021, E N N 00 M � N C O > E c ~ E 3 W u 3 ouCR aoo� w W M to 09 � o - 0 00 ¢?r m x d0Y � o a vo vo N 0 0] p00 O J o� ui 0 c� 0 x 0 w Lu x z O Z) 0 0 t7 z O CL u U Lu w p Z O > w cr w p DATE 512812021 DRAWN BY J. MARSHALL DESIGNED BY M. MILLER CHECKED BY B. STRICKLAND SCALE V / Lu LL- W W Q Oza OC�z �zz = H LL 0 Q Lu Lu aU m � Q O LL- ULu z I— �/� LL W JOB NO. 47747 SHEET NO. C6.0 L 1+00 1+50 2+00 2+50 a J 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) 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 �oor � • ,• 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\ 45° \ \ \ \ \� iEC O _ TA 10+67.76 r �3.3'LECTRIC�BX � VALVE TW=36Z 19 CDNG� P D- \9zoc 45° BENS \ \ �� • \ 10+71.24 APPR O _ �4 p\Le4S�CN�A[156R� -OPE=373.48 (SHMN-PER_ LAAU Sl VDH MON✓F Y\ \ \ \ \ Zc /� �[ ., ee PLAN - SG�AL�r v ✓ ABOVE GTE \ �� OFDRAfN�%l-F \ �\��� 900BEND %' :/ NEW 4"EQBASIN r 1NETANK\ �L STA 11+12.42 EFFLUENT DUCTILE IRON CL 52 FORCE MAIN CONC. DOCK Uc \ { \�� /`\ \ r` �T �OC� ✓, PR=365 ` 6" IRON VALVE X -TIdC-367.25 - �\ ' ' TOP 8" IRON PIPE=373.44 ANT \ / \ ✓ ° I U/G UNKNOWN SIGNAL CONDUCTOR - POSS SLUDGE LINE SANITARYMA�VtIGLE - -\� �0 I UIGV] TOP=368.29 - �\ N� \ 1 `` OV I \) I I I TOP OF 4"tDI = 363.86 N � � ''R, 0 0 I •� FFE=365.34 CIL CHAMBER = 363.46 63?8. \� ��\ I ca// // FFE=365.34 o 3.2' DIA. CONC. STRUCTURE _ \ 9s� Y� \\ / � M TOP OF CONCRETE ELEV.=376.25 , \ i\ l °D BOTTOM INV.=363.6t Or{ \ \ \ j I D l z STRUCTURE FILLED WITH WATER I k 1 \ \ �pA I p l l \ 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 �xpgT TA GRATA , �c .1� i \ T\� I �,o�hrNcby,L \ \ I \\ \ \ \ TI(v=3q0.&\ \ 7' CHAIN LINK )rENCt. '"VERT. b\\PEN1\NG)=35e5 -r..r..36 n°...l ..I.F \ \\r\ 1 . /Anr/IMn-oaW oA w v cB Ir CO z w 'ra8 � cm �� to<m Q U + m Q�X-X H W + o w0 p �Q cm ZO QC1 �~ U) NW ?z w¢ >z in 2 �� 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 ui 0 x c� 0 x F 0 w Lu x z O Ln 0 0 Z 0 a u U Lu w Z 0 U) w w a DATE 512812021 DRAWN BY J. MARSHALL DESIGNED BY M. MILLER CHECKED BY B. 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 h m c a 0 3 c a D v 0 x 20 BN vz a0 o2 �- E a m„ a0 0 o� o�Z h od 2 a "6 w o �_ o .§ n .Z Y N X C N O.- N 2 = 2 B h °m m E M a o m � �a !0 'a 0 m 2 o N 6 � 2 m N 0 c m sE h w E F_ 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 0 be saved; \ \ \ \ \ \ \ \ \ \ \ + \ _ \ - - \ - ❑ Limits of clearing (outside dripline of trees to be saved); ❑ lecationand type of protective forcing; \.: ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. \ �/ / 2. Marlines: Y ❑ Ali ones to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre-Coustraction Conference: \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ c _ \ �. _ ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. / 4. Eppipment Operation and Storage: + \' / '� \\ _ : - - / / / ❑ Heavy equipment, vehicular traffic and storage of construction materials including and shall not be permitted within the driplines of trees to be saved 5. Soil Erosion and Stormwater Detention Devices: I ❑ Such devices shall not adversely affect mes to be saved. 6. Fires: \ — 1 \ \ \ \ \ \ \ \ \ \ / I I ❑ Fires atenot permitted within 100 feet of We dripline of trees tube saved. 7. Toxic Materials: ❑ Tonic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of proposed building or grading activity shall be protected by fencing. 1 1 1 \ \ \ \\ \ \ \ \ \ \ \ \ \ ❑ Fencing shall be in place and shall be inspected and approved by a County Inspectorpricr to grading or construction. 9. Tree Wells: 1 1 1 1 1 \ \ \ \ \ 1 \ \ \ \ \ \ ' ❑ When the ground level must be raised within the dripline, of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level most be lowered within the dripline, a hoe to be saved, a two wall shall be provided; and a construction detail submitted for approval. 11. Trenchine and Tonneline: ❑ When treating is required within the limits of clearing, it shall be done as far away from the trunks of over as passible. Tunneling under a large hoe shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ng during uP. ❑ Protective fend shall be the last items removed duri the final clean 13. Damaeed Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a rose specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) I 366�I J ` I / — y — — — — — — — — / \\ CONTRACT PURCHASER SIGNATURE (DATE) 365 /�� 1 I� / \ 5/1/06 Page 1 of 1 \I50 \ FENCE (TYP.) I I -, — /' ' /� - X \ \ I I I 362 \ 363- s� - \ NOTE: 365 ' SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE 0)I MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS I I I /— �� \ AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL ' >( to (0 co to 0 , M / / I to / (' / / ' HEALTH OF THE PLANT. _ 359 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 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 f 3 X ROOTBALL DIAMETER EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6"SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT - - - - - - - - - - / - - - - - - - - - - - - - I > _ - n \ CD to M � ------------- ELECTRICAL - -- --c7� --- _ _ _ _ _ \ - i - - - - - - -BU+6DIW0_ a J----------- h- ---------- - - - - -- GENERATOR- I - - -- ---- - - - - ------- --------- to ? '———— — — — — —— ----- y X = x--x---x---x---x— I --- z 365 / r�i / /\ —_—I _ _ �\/lL UGP— — UGT— — — UGT— — UGT— /' \ I ' / — UGT— \ I \ \ ------� \ Z --- \\ \ --------------- WE�BACK / "LIMIITS�F I I I - �• \ I \ /`DISTURBANCE / I ---------------------- I l'i / I --------------------------------------�� I �\ - --- I 7 \ / I \ �I —UTL— UTL � � —UTL I L i EQUALIZATION BASIN 'L, L /--� - \ I ----------------------------------------J------ -----------------------�+-- i I i I EXISTING BUILDING Inc `\ \ EXISTING BUILDING I �- \ \ EXISTING BUILDING I z 1 T _ i \ ----_----- _____.-—_--k ® T\� \ \\ \ \ \ —\ —\ —\\ —\ — UTL —UTLUTLi UTL -----(13)JUNEAS fSAN— (13)ILEAMESAN— fSAN— ofSAN-- \ \ \ \�\\\ -SAN E-SANT — —\ -SAN— \ \.� \ —X--- X— —/' �f�---- ____-------- fSAN— SAN \ \ II — X--- — — _X-- X--X--—X--T �y _\ \\ W_ \ \ -TA IL \, \ 57752W 46.41'--- _ ---- _-- N63 28 35' W 296.71' _ _ C��T—X- -X-— — — - -x— _ )AUGN1 Tr BEF3TINP� W60DS-X— — x_ =X - - - - - - - - - - - - / - _ --C6F1TR7kCT6RT9FIEtD - - � - \ \ \ / - _ - ` \ ��o \ \ \ \ SCALE 1 „_� Q. LOCATE TO CREATE \ \ CONTINUOUS ,' , \ - - _ EVERGREEN SCREEN _ _ _ _ _ , / \ \ \ \ \ \ \ 0 \ 10' \ 20' - � 64 WEST \\ \`\ \\\ \ \` \ \ / I / r 1 � \ 1 1 I � I M E 0 � o N Vi N C > E w ° E LL 3 0 w 0 w0 m,^-i lU t M d J U 00 J — ui d C) N (JLU N7 m Ir 30'x J N < 0 Q v c U > F c t^ 0 O N 00 � M a � uci H L� W.1-IAI'�CpC,I�III 05/28/21 F z Z w O a_ OV UU)) z 111 0 0 Z U O LU � � F- DATE 0512812021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY J. SHOWALTER SCALE 1"=10' I— W O I --I w �--� Lu a Q U U `W' i JOB NO. 4024Y SHEET NO. 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EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS \\ 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 +o. +0.0 +0.0 +. +0.0 +0.0 +0.0 +0.0 \+ +o.o\ +oo +ob� �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 p •\�� \ \ / % / William R Jennings, Jr. LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY ROp k\ \ / g FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM +o.o +o.o +o.o +o.o +o.o +o.o +0.0 +o.o +0.0 +o.o +o.o +o.o +0.0 +o.o +0.0 +0.0 +o.o +0.0 +0,0 0.0 +o.o +o.oRTl+o.o +o.o +0.0 +o.o\\+oo \ +0,0 +o.o ,,p +o� +o.o +o.o +o.o +o.o +o.o +o.o +o.o Consulting Engineering PC JOB No. LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL \x\ \�iyF \\ \ \ \ \ �' 316 Brook Park Place, suite A3 47747 OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF Forest, VA 24551 n FooTCANDLE. PUMPSTATION SITE PLAN - LIGHTING 0'°' 20' Phone: (434)525-7099 SHEET NO. 0 1 Scale: 1" = 10'-0" Fax: (757)282-2636 2. LIGHT LOSS FACTOR UTILIZED = 0.85. SCALE: V=10'-0" Email: bjennings@jenningspe.com LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER VOLTS VOLT- AMPS FIXT EFF LAMPS DESCRIPTION REMARKS QTY TYPE 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 DARK SKY COMPLIANT /FULL CUT-OFF. LIGHT LOSS FACTOR 0.85 USED IN CALCLULATIONS B LUMARK AXCS5A-W-BK-PC2 MVOLT 51.9 N/A N/A LED WALL MOUNTED, FULL CUT-OFF, 3000K CCT LED OUT PUT = 1526 LUMENS LIGHT LOSS FACTOR 0.85 USED IN CALCLULATIONS T H 0� n WILLN R. JENN NGS JR._ Lic. No.22775 0 05/20/2021 4 �`�S'IONAL ��0��� M E O 0 U N � N � > W N E LU Vi W W 0 N C W L M � U m Z W w —u O V Z_F a�M L) F � � U �O(na W ` O Ln Q a 2 v N Z = U > O ~ c ^ to rn N W i M a � ow � H Vi KESWICK PRV-PAI-A-730-U-T4W-BZ N KESWICK AXCS IA-W-BK-PC2 B 0 x c� 0 0 wLU Lumark Lumark Prevail / Prevail XL Discrete LED •a Axcent 0 DATE Area / Site Luminaire Wall Mount Luminaire 512012021 0 DRAWN BY Product Features Prevail XL -- Typical Applications JTP n Wall • Surface • Inverted • Floodlighting • Pathway Prevail O s - ?" • DESIGNED BY Lu,ree Sale ieel,e°Ie9V Product Certifications Product Certifications • W� *• • CHECKED BY � Interactive Menu � Interactive Menu � U r r �(C�` • OrderingInformation a e2 a•��L CC rE'`d/i O � 'v �,Ba> p g IhYll � • Ordering Information paga2 ryT llsrro / • WRJ • Mounting Details page3 °saT a • Mounting Details page3 • Optical Configurations page3 • Product Specifications SCALE • Products Specifications pages d pagD °ar, P 4-H Energy and Performance Data page4�AS SHOWN • Energy and Performance Datapage4 Control Options pages Product Featur•'- • Control Options page5 �� �� 11 Quick Facts ne we Pr° • Direct -mounted discrete light engine for improved 7I� 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" 0mml W UJI 615/16" I1]]mm] Lau A A 5 UJ113-15116 al"j354mm1 2613/16"[681mm] a `c_1 a `cJ �o� \ Z) Prevail XL / `/ �/16 Dimensional Data vim7/( IJ4mm] ]-1/8" O Q W [1eolmml �J I� W L17-]/8"1454mm1 393/8'[1gounm] LU ,j) COOPER PS500005EN pagat COOPER PS514102EN paget Lighting Solutions April 12, 2021 343 PM Lighting Solutions March 2, 2021 5'29 PM 0 I l (A a m � a X ILL U I -I z W J William R Jennings, Jr. - Consulting Engineering, PC IOB NO. 316 Brook Park Place, Suite A3 47747 Forest, VA 24551 Phone: (434) 525-7099 SHEET NO. Fax: (757) 282-2636 Email: bjennings@jenningspe.com E2.1 A 81202mm1 11-1/2"1292mm1 B ]-1/2'1190mm] 10-3/4"12]3mm] C 3-5/8"194mm] 47/8'[124mm] D 6-1/8'[155mm1 ]-1/8"[181mm] r, N rn Q U 'm an an g) a Er 3 Y W N rn in m 0