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HomeMy WebLinkAboutSUB201700117 Plan - As-built 2020-07-13CONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY: DATE:SCALE:CAD I. D.:SHEET NUMBER:SHEET TITLE: PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000SD5.DWG PRINTED BY: JNICE 5.20.20 @ 12: 47 PM LAST SAVED BY: JNICEKNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt'sfast. It's free. It' s the law. TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:( 540) 349- 4500Fax:(540) 349-0321VA@BohlerEng. comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL ANDCONSULTINGENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY U.S. ROUTE 29 SEMINOLE TRAILSTATE ROUTE 643 POLO GROUNDS ROAD ROUTE 29 1 0 0'B U F F E R POLO GR O U N D S ROAD 30' B U F F E R 70' UNDIS T U R B EDBUFFER30' PLANT E D R E F O R E S T E D B U F F ERLIMITSOFDISTURBANCELIMITSOFDISTUR B A N C ELIMITS OFDISTURBANCESSSSSSSSSSSSSSSSSS SSSSSSSSSW W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWW W W W W W W W W W WW WWWASBSTMC8 2INV=444. 43ASBSTMC8 1 INV=443.75142. 31' OF24 HDPE@048ASBSTMC16GRATE=44 603INVIN=441 63IMVOUT 44129STMASBC17RIM=446. 73INVOUT= 44 18072. 36' OF15 HDPE@ 0 2 3 WV( 3) FHWV( 3) FHFH WV( 3) FH WV( 4) FH WV WV FH WVWVWV( 3) WV( 4)WVFHWV WV FH FHWVWV WV WV WV WM WV( 4) FHWVWV BOVWV WVFHWVWVFHWMFH10, 910 VPDPROP. DESIGNSPEED 35MPH4, 790VPD6, 220VPD4, 790VPD50,000 VPD49, 560 VPD4, 180 V P D STELLA LANEARCH E R A V E N U E STELLA LANECONSTRUCTION APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:BOHLERENG.NET\SHARES\VA-PROJECTS\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\AS- BUILT PLAN\V152000OS5.DWG PRINTED BY: JNICE 6.10.20 @ 9:47 PM LAST SAVED BY: JNICE KNOW WHAT' S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. TM 28BLACKWELLPARKLANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:( 540) 349- 4500 Fax:(540) 349- 0321 VA@ BohlerEng.comSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESTMTHE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED ORUSED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROMBOHLER ENGINEERING. ONLY APPROVED, SIGNED ANDSEALED PLANS SHALL BE UTILIZED FORCONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERINGNEW ENGLANDUPSTATENEWYORKNEWYORK, NYLEHIGH VALLEY, PASOUTHEASTERN, PASOUTHERN MARYLANDBALTIMORE, MDTAMPA, FLCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIANEW JERSEYREHOBOTH BEACH, DESOUTH FLORIDABOSTON, MAPHILADELPHIA, PANEW YORK METROATLANTA, GADALLAS - FT. WORTH, TXV152000 EEN RTY 05/30/19 5 ROAD IMPROVEMENT PLAN STATE ROUTE643POLO GROUNDS ROAD, STELLA LANE AND ARCHER AVENUE ROUTE 29 SEMINOLE TRAILRDAND STATEROUTE643POLOGROUNDS ROADU. S. ROUTE 29SEMINOLE TRAIL PROP. SAWCUTPROP.SAWCUTPROP. SAWCUTPROP.SAWCUTPOLO GROUNDSROAD 30' BUFFERROUTE 29 100'BUFFER70' UNDISTURBED BUFFER30' PLANTED / REFORESTED BUFFERLIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCEDISTURBANCEEX. UD- 29+85. 7110+0011+ 0012+0013+ 0014+0015+ 0016+0017+ 0018+003563583603663643623603 60360354352354356358376362364366368370374372372354G361.33TW367.10BW 365.60TW362. 93BW 361. 43TW360.71BW359.21G 365.50G 357. 70TW 357.08BW 351. 75MATCH EXEP ± 372.00TC361. 34TC 372.62TC374.19TC 374.35TW354.00BW 350.60RIM 361. 00RIM360. 45TW 359. 30BW357. 80TW353. 50BW352.00TW 360. 10BW 358. 60TW 366. 20BW 364. 70MATCH EXEP ± 358. 75TC 359. 60PTTC 377. 56TC 372. 62G 371.85G371.75TC 374.15TW=BW 368.03G 372. 35G 372.15TC 372. 05G 372.25MATCHEX. G 377.00± MATCH EX. G 376.90±TC372.63PCTC372. 45G 373.95G 373. 75TW 352.00BW 349.34TW 351.55BW351. 55TW= BW 350. 00TW 362.05BW 360.55TW 359.90BW 358.40TW 365.30BW 363. 80TW361. 30BW359. 80TW370. 50BW 369. 00TW372. 00BW371. 00TC359. 11TC361. 78MATCH EXEP ± 367. 53MATCHEXEP ±363. 52MATCHEXEP ± 360. 94MATCH EXEP ± 359. 95MATCH EXEP ± 358. 65EXEP ± 367. 36EXEP ± 363. 73EX EP ± 360. 48354352G348. 58G 348.52G 348.50G 348.52G 348.00G 348.30G 348.00TW 351.80BW 350.30G 348.58TW 350.00BW 350.00TW 355.90BW 349.50TC 359.65TC 359.99TC 361.84TC 361.46TC 361.74TC 362.27TC 361.98TC 372.18TC 371.06TC 369.96TC 368.76TC 367.57TC 366.89TC 366.20TC 365.52TC 364.94TC 364.36TC 363.78TC 363.20TC 362.62TC 362.04TC 361.46TC 360.88TC 360.48TC 360.09TC 359.80TC 359.52TC 359.24TC 358.65TC 358.90TC 359.15TC 359.40TC 359.76TC 360.11TC 360.69TC 361.27TC 361.85TC 362.43TC 363.01TC 363. 59TC 364.17TC 364. 75TC 365.43TC 366. 12TC 366.80TC 368.24TC 369.68TC 371.12TC 372.56RIM 359.25MATCH EXEP ±358.49RIM 358.99RIM 358.40RIM 366.80TC 364.04-2. 08%2.08%2.08%2.08%2.08%2.08%2.08%2.08%2.08% 2.08% 2.08%2. 08%2.08% 2.08%2. 08%-2. 08%-2. 08%-1.41%-0. 76%0. 16%1. 03%RIM 374.50RIM375. 56TC 376.94TC 367.38TC 368.05TC 363.27TC 359.92TC 360. 66TC 376. 333543563583 5 0350 352358356356 35210,910 VPD26'R837' STATEROUTE643POLOGROUNDSROADPROP.SAWCUTPROP. SAWCUTPOLO GROUNDSROAD 30' BUFFERLIMITS OFDISTURBANCELIMITS OFDISTURBANCE1 0 0 011+ 0012+ 0013+ 0014+ 0015+ 0016+ 0017+ 0025+ 0026+ 0027+ 0028+ 0029+ 0030+ 0031+ 0032+ 00SAN02SANEX17SAN01SAN01A3403643623603583503 5 0 3503522: 1 MAX. 336344354352352352342350 3463483503563563543562: 1350348346344354 352G 351. 31G 352.32G 356.85G 349.55G 344.60RIM 349.39INV OUT 343.00RIM 355.00G 351.31TW 346.00BW 346.00RIM 356.00G 352.00G 343.82G 346.00G 337.25TW 344.00BW 342.00TW 353.40BW 344.50G 351.11G 352.12G 357.15TW 347.50BW 337.50G 349.75INV IN = 342.15RIM 363.28RIM 356.00G 351.11RIM 356.30G 357.50RIM = 360.00G 352.60INV OUT = 342.10TW 352.00BW 339.50BW 334.50TW 342.50BW 342.00TW 342.00BW 338.00TW 338.00334340336342 338342PROP. 10' ASPHALT TRAILPROP. 10'ASPHALT TRAILPROP. ROWPROP. DESIGN SPEED 35 MPH8'20'PROP. 10' ASPHALT TRAIL10'PROP. TREE LINE2, 310' FROM INTERSECTION OF STELLA LANETO NEXT INTERSECTION2486'R1282'R1282'RPROP. CG-6PROP. CG-6PROP. CG-6PROP. PEDESTRIANTUNNEL (BY OTHERS)10'10'10'9 6 1 3 1 5 RCP@ 3 8 2%SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTMB32STMB31STMB03STMB30STMB02STMB20STMB01227.68' - 15" RCP @4.18%45. 73' - 15" RCP @ 0. 85%112.76' - 15" RCP @ 1.27% 5 7 4 8 1 5 RCP @ 0 5 0%STMB60STMB61WWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWW107.65' -DUAL 5' x 5' BOX@ 4. 62%PROP. 12"CULVERTPROP. 8 LFCLASS AIRIP RAPPROP. 8 LFCLASS AIRIP RAPSTM20STMVARSTM20STM20PROP. FH - KPROP. BCD-20W/BCW- 21RWINGWALLSPROP. ES-1STM40PROP. BCD- STATEROUTE 643POLOGROUNDSROADPROP. SAWCUTLIMITS OFDISTURBANCEPOLO GROUNDSROAD 30' BUFFER10+ 00 33+ 97. 3833+00SANEX17350354356358360362364 366 368 356354352352352RIM354.80RIM 355. 10RIM 356. 00G 352.00TC 352. 43RIM 351. 65G 352. 60TC 352. 70G 352. 10G 353. 80TC 354. 40TC 354. 25G 354. 30TW 352. 00BW 344. 00TW 354. 80BW 350. 00TC 355. 50TC 355. 20G 355. 0235' R PROP. 10' ASPHALT TRAILPROP. 10' ASPHALT TRAILR1250' PROP. CG- 12BPROP. CG-12BPROP. STREETNAME SIGNPROP. DESIGN SPEED 35 MPH10' PROP. ROWPROP. 10' ASPHALTTRAILTOSTOP ATSTATION 45+ 10.00 ( PROPERTY LINE) ANDONLY EXTEND EASTASSHOWN AFTEROBTAININGPERMISSIONFROMTHEADJACENTHOA, INACCORDANCEWITHAPPLICATIONPLAN. PROP. 10' ASPHALT TRAILTOSTOPATSTATION45+10.00 (PROPERTYLINE) ANDONLY EXTEND EAST AS SHOWN AFTEROBTAINING PERMISSION FROM THEADJACENT HOA, IN ACCORDANCE WITHAPPLICATIONPLAN. 35'R1282'R2993.1' RPROP. CG-610' SSTMB05STMB04STMB03112. 76' - 15" RCP @1.27%38. 44' - 15" RCP @10. 00% 68. 97' - 15" RCP @2. 00% WWWWWW77. 95' - 48" RCP@7. 70% STMB70STMB71STM20STM20STM20WWPROP. FH - LSTM2590° BEND1) 12" BOVAND W/L CAP1) 12" x 12" x 6" TEE2) 2 - 12" GV1) 6" GVWTR2020' ACSAWATERLINEEASEMENTPROP. MODIFIED EW-2PROP. EW-2SIDESLOPES TO BEREINFORCED W/CLASS A1 RIP RAPPROP ROTATEDMH TOP (SEENOTE #6 THISSHEET)PROP ROTATEDMH TOP (SEENOTE #6 THISSHEET)PROP. ENDW/L DEFLECTIONLIMITS OFDISTURBANCELIMITS OFDISTURBANCE22+0023+0024+0025+0026+0027+0028+003 4 0 0 35+00 36+0037+0038+0039+00SAN30SAN31SAN18SAN13SAN14SAN17SAN16SAN151 YEAR WSE = 371.69FOREBAY NORMAL POOL WSE = 375.00412 378408 408 410 4 2 6 424 42 2 42 0 41 8 41 6 414 388 410 408 40 6 404 402 392 390 386 384 382 378 376 374 372370368366 400 RIM 403.00TOP 403.50RIM 426.02RIM 421.52TOP 422.02RIM 421.75TOP 422.25RIM 427.66TOP 428.16RIM 427.63TOP 428.13TC 397.18PCTC 396.57PCTC 422.66PTTC 428.00EP 426.23EP 400.58TW 378.87BW 375.00RIM406.18RIM 421. 76RIM 421. 54RIM 380.00RIM 395.58TOP 396. 08TC 397.18RIM 412.62TOP 413.12RIM 413.16PTTC 403.33PCTC 399.28PCTC 401.21PTTC 425.76EP 399.17TC404. 33TC 404.33RIM 403.32RIM 396.43RIM 380.00RIM 421.49RIM 403. 85G 398. 46TW 409.55BW 405. 55398 396 394 RIM 380. 00RIM370. 2025' R12+ 0013+ 0014+ 0015+ 0016+ 0017+ 0018+ 001224' R12'12' 7'14'28'6. PROP. SAWCUTPROP. SAWCUTPOLO GROUNDSROAD 30' BUFFERLIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCE25+ 0026+ 0027+ 00 28+ 00 29+ 00 30+ 00 31+ 00 32+ 0033+ 0034+ 0012+ 0013+ 0014+ 0015+ 0016+ 0017+ 00SAN 13 SAN 12 14 SAN 11 SAN 10 SAN 09 SAN 08 SAN 07 37 4 372 366368374368 3 6 8 366366370364364 37 6 378376378RIM 371. 75TW 368. 00BW= 364. 50G 359. 00TC 365. 74TC 365. 74RIM 395. 30 TW 364. 50BW 361. 50RIM = 378. 00G 368.50G 379.00TW 366.00BW 359. 10G 355. 10RIM 365. 20RIM 364.62RIM 364.88TW 360.50BW 356.25358 358TW 358.14BW 356.14TC 364.48MATCH EXEP ± 363. 77356PROP. ROW10' PROP. TREELINEPROP. TREE LINE PROP. TREE LINE6, 220 VPDPHASE I PERPROFFERPHASE IV PERPROFFER500' R3. 1' R764' RPROP. CG- 6PROP. CG- 3PROP. CG- 6PROP. 10' ASPHALT TRAILPROP. 13 LFCLASS AIRIP RAPPROP. 8 LFCLASS AIRIP RAPPROPLEVELSPREADERPROP. CONSERVATIONEASEMENTSWM FACILITY EASEMENTPROP. GUARDRAILSSSSSS S SS S S S SSSS S S S S SSS S S SSSSSSSSSSSSSSSSSS S STM A61 STM A62 STM A52 STM A51STMA60 STM A50 46. 60' - 24" RCP @ 8. 73% 36. 93' - 30" RCP @ 8. 94% 21. 12' - 24" RCP @ 8. 76% 22.64' -30" RCP @ 8.83% WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPROP. 12 LFCLASS AI RIP RAPSTM30STM20PROP. MODIFIED EW- 2SWMVARSTM20PROP. EW-1PROP. EW- 11) 12" x 12" x 6" TEE2) 2 - 12" GV1) 6" GVPROP. FH - N45° BEND45° BEND1) 2" CORP. STOP 1) 2" COPPERPROP. ENDW/L DEFLECTIONPROP. STARTW/L DEFLECTIONPROP. ENDW/L DEFLECTIONPROP.STARTW/L DEFLECTIONPROP. ENDW/L DEFLECTIONPROP. STARTW/L DEFLECTION20' ACSASANITARYEASEMENTSAN 20 LI M I T S O F P R O P O S E D AE R I A L C R O S S I N G S E E N O T E 6 S H EETC 3 1 1 PR O P O S E D P I E R F O O T E R L O C A T I O N S S E E N O T E 6 S H EE T C 3 1 1 38'WVWVFHCONSTRUCTIONAPPROVED FOR REVISIONS REV DATE COMMENTBY LOCATION OF SITE FOR PROJECTNo.: DRAWN BY:CHECKED BY:DATE:SCALE:CAD I. D.:SHEET NUMBER:SHEET TITLE: PROJECT: BOHLERENG.NET\ SHARES\VA-PROJECTS\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENTPLAN - POLO GROUNDS\AS-BUILT PLAN\V152000SS5.DWG PRINTED BY: JNICE 6.10.20@9: 30 PM LAST SAVED BY: JNICE KNOW WHAT'S BELOW ALWAYS CALL811BEFORE YOU DIG It's fast. It'sfree. It' sthelaw.TM28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:( 540) 349-4500 Fax:(540) 349-0321 VA@ BohlerEng.comSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESTMTHE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROMBOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERINGNEW ENGLANDUPSTATE NEW YORKNEW YORK, NYLEHIGH VALLEY, PASOUTHEASTERN, PASOUTHERN MARYLANDBALTIMORE, MDTAMPA, FLCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIANEW JERSEYREHOBOTH BEACH, DESOUTH FLORIDABOSTON, MAPHILADELPHIA, PANEW YORK METROATLANTA, GADALLAS - FT. WORTH, TXV152000 EEN RTY 05/30/19 5 ROAD IMPROVEMENT PLAN STATE ROUTE 643 POLO GROUNDS ROAD,STELLA LANE AND ARCHER AVENUE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 4 9/5/18 RTYREVISIONS PER ACSA COMMENTS 5 9/28/18 RTYFOR APPROVAL 6 10/30/18 RTYSIGNATURE SUBMISSION 7 11/21/18 RTYFIELD REVISION 8 1/29/19 RTYREVISION 1 - SUB 1 9 2/28/19 RTYREVISION 1 SIGNATURE SUB 10 5/30/19 RTYFIELD REVISION 2 11 9/13/19 RTYFIELD REVISION 3 12 12/20/ 19 RTYFIELD PROP. SAWCUT70' UNDISTURBED BUFFER30' PLANTED / REFORESTED BUFFERLIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OF DISTURBANCE U.S. ROUTE29SEMINOLETRAIL35+ 59. 9635+ 00 45+68.6245+ 00 10+0011+0012+0013+0014+0015+0016+0010+ 0011+ 0011+44. 11 13+74. 2610+0011+0012+ 0013+00100010+71.4413+29.13 10+0011+00 12+ 0013+ 00 11+32. 0110+ 0011+0011+ 27. 9110+0011+ 00SAN21SAN71SAN50SAN61SAN60SAN70444444448452448450448446452446446450RIM451.02TOP 451.52RIM 451. 35RIM450. 81TOP 451. 31RIM448. 23TOP448. 73RIM448. 23TOP 448.73RIM 450.33 TOP 450.83RIM 453. 61TC 449.35TC 449. 11TC 449. 62TC 449. 95TC 449.95PTTC 446. 93G453. 85TC 449. 67TC 449. 96PTTC 451.55PCTC 451.51PCTC 451. 51PCTC 448.80PTTC 447.12PCTC 446. 81PTTC 447. 12PCTC 450. 45RIM 446.54TC 452. 56PCTC 450. 96PTTC 450. 25G 450. 16G 449. 04G 449.54TC 450. 75TC 449. 22G 450.00G 450. 05G 450. 10TC 448.20G 450. 50RIM451. 25RIM 451.54RIM 450. 77TOP451. 27TC 448. 44TC 447.33TC 447.94TC 449.62TC449.62TC 451.70TC 451.75TC 451.70TC 451.75TC 451.92TC 452.30RIM 450.26INV = 441.75MATCH EX.PTTC ±451.20TC 449.28TC 451.91TC 452.30PTTC 451.55TC 451.91TC 452.30TC 451.75TC 451. 75PTTC 449.66PTTC 449.66PCTC 448.80PTTC 450.25PCTC 446.81TC 452.56TC 452.56TC = 446.391625+39.96 = TURN LANE PCOFFSET = 12. 00'TC 452.63G 451.19G451.69TC 452.07TC 452.56TC 452.07G 450. 68TC 451. 51TC 453. 03TC 453. 03TC 453. 03TC 453. 03RIM 446.04TOP 446. 54TC452. 32TC 452. 02G 451. 19G 451. 69PCTC 451. 51PCTC 451.51G 450. 97G 451.47G 451.67PCTC 450.96RIM450. 86 PCTC 450.45RIM 449.97RIM 453.15RIM 451.16G 451.18G 451.38G 450.68G 451.18G 451.38G 450.97G 451.47G 451.67G 450.97G 451.47G 451.67G 450.97G 451.47G 451.67G 451.89G 451.89G 449.56G 449.04G 449.54G 449.56G 450.16TC 452.01TC 452.01TC 450.90TC 451.00TC 451.26G 450.45G 450.60G 451.00TC 450.43TC 449.22G 449.49G 449.45PTTC 450.20G 450.60G 450.55G 449.90G 450.00G 450.04G 450.00G 450.26G 450.95G 450.26G 450.95TC 450.81TC 450.71TC 450. 81TC 450.71G 449. 46G 449.42G 449. 41G 449.51G 450.20G 450.29G 449.60G 446.89G 446.85G 446.81G 446.87G 447.00G 447.07G 447.31G 447.37TC 450.86TC 451.01G 452.30G 452.05G 452.05G 452.36G 452.05G452.30G 452. 05G 452. 30G 451.36G 451.11G 451. 16G 451.01G 450.96TC 450.80TC 450.10TC 450.10G 450.30G 450.40G 450.30TC 450.33TC450. 33TC 451.90TC 451.90G 446.44G 447.40G 448.11G 448. 73G 449. 39G 449.81G 450. 74G 451.11TC 447. 42TC 447.28TC 450. 10TC 449.73G 447.44446TW = 445.84BW = 442.34TC 446.91PCTC 448.80TC 446.95448 450 450448 RIM 449.6920'32'74.8'R 13'5'14'14'14'14'32'18.5'109'32'12'PROP. "SPEEDLIMIT" SIGN38'PROP. ROW PROP. ROWPROP. ROWPROP."STOP"SIGN86'PROP. 5' SIDEWALKPROP. 5' SIDEWALKPROP. 5' SIDEWALK31'6.5'5'6.5'5'19'PROP. "NO LEFTTURN" SIGNPROP. 10'ASPHALT TRAIL PROP. 12'RIGHT TURNLANE 13'13'49,560 VPD 4,180 VPD238' BETWEEN INTERSECTIONS424' FROM INTERSECTION OF SEMINOLETRAIL ROAD AND NEAREST INTERSECTIONPROP. 12' TRUCK APRON( RAISED 3") 5'PROP. BIKELANE5'13'5' 14'5'12'18' PROP. TRAFFICBARRICADEPROP. TRAFFICBARRICADEPROP.TRAFFICBARRICADE10' R 16'R 50'R43'R30'R43'R30'R30'R1 6 R 3 0 R 92.8'R 3'R92.8'R 94.8'R5' R 3'R 5'R516'R92.8'R 92.8'R 74.8'R50'R 464' R536'R94. 8'RPROP. CG- 6PROP. CG-6PROP. CG-3PROP. CG- 3PROP.CG- 6PROP. CG- 3PROP. CG-3PROP. CG- 6PROP. 10' SIDEWALK6.7' 6.7 30'30'14' 14'PROP. BUS STOP 10' 10 10' 1 0 79'R7 9 R 79' R79R6. RIOMILLS ROADU.S. ROUTE29SEMINOLETRA I L PROP. SAWCUTPROP. SAWCUTLIMITS OFDISTURBANCELIMITSOFDISTURBANCEEX. UD- 2WWWW22. 5° BENDW/ DEFLECTIONTPJJ J JJ 20' ACSAWATERLINEEASEMENTWWWWWWW45° BENDW/ DEFLECTIONPROP. AIR RELEASE VALVESTA 10+ 41.47PROP. 24" TO12" TAPPINGSLEEVE ANDVALVEWITHGRIPPERGASKETS45° BENDW/ DEFLECTIONANDVALVEWITH GRIPPERGASKETS10, 910 VPDPROP. 10' ASPHALTTRAILPROP. " STOP" SIGN10+ 0011+ 0012+00100'PROP. SIGNAL POLE (SIGNALDESIGN BY OTHERS; UNDERSEPARATECOVER) 50,000 V P D 50'R2'RPROP.CURBEDISLANDPROP. CG-62'R 2'R 2'RPROP. CG-31 5 17'50'PROP. SIGNAL POLE (SIGNALDESIGN BY OTHERS) DESIGNUNDER SEPARATE COVERPROP. SIGNAL POLE (SIGNALDESIGN BY OTHERS) DESIGNUNDER SEPARATE COVER60'R 70'R 10'5.6'I>I>PROP. SAWCUTROUTE 29 100'BUFFER70' UNDISTURBED BUFFER30' PLANTED /REFORESTED BUFFERLIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE T R A I L10+0011+0010+5011+50WPROP.45° BENDSTMC81STMC82PROP. EW-1PROP. EW-1WPROP. FH -G73.8 6 1 5 R C P @ 0 5 0 STMC16STMC17PROP.45° BENDPROP. CONNECTION TOEX. STUB-OUT1) 12"x12"x6" TEE2) 12" GV1) 6"GVTPPROP. 10 LFCLASS AI RIP RAPPROP. 10 LFCLASS AI RIP RAPWPROP 4"PVC CD-2WWWWPROP.45° BENDPROP 7.73' 15"RCP @ 3.10%PROP VDOT STDUD-4 (SEE DETAIL)STM5- 8PROP VDOT STD UD-4(SEE DETAIL)STM5-7EX. STORM PIPETO BE REMOVEDEX. STORMSTRUCTURETOBEREMOVEDEX. STORMSTRUCTURE TOBE REMOVEDPROP. CURBINLET. SEE NOTE 6ASB STM C82INV= 444.43ASB STM C81INV=443. 75142.31' OF 24"HDPE @ 0.48% ASB STM C16GRATE=446. 03INVIN=441. 63IMV OUT=441. 29STM ASB C17RIM=446. 73INV OUT= 441.8072.36' OF 15" HDPE @ 0. 23% SSSSSSSSSSSSSSSSSSSS16+0017+0018+0019+0016+5017+5018+50SSSSSSSSWVFHWVWMWV( 4) FHWV25+00 26+0016+0017+0018+ 0019+ 005'14'14'14' 14'32'86' 12'18'6.7'6. 7'30'14'14'PROP. 3" RAISEDTRUCK APRON18'SSSSSSSSSSSSSSSSSSSSSSSSWVWVWV(3)FHWV20+0021+0022+0026'9'PROP. BIKELANEPROP. CG-630'52'7'22'6'12'9'6'SSSSSSSSSSSSSSSSSSSSSSS S S SSSSSSSSSSSSSSSSSSSSSSSSS S S SS18+0019+0020+0030'52'PT= 18+28.80 S S S SSSSSSSSS S S SSSSSWV(4)WVFHWV BOV15+0016+0017+0028'51.9'CONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital dataappropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.: DRAWN BY:CHECKED BY:DATE:SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT:H:\15\V152000\ DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENTPLAN - POLO GROUNDS\AS-BUILT PLAN\V152000PR5. DWG PRINTED BY: JNICE 6.10.20 @ 9: 34 PM LAST SAVED 10+00. 00 - Stella Lane20+ 68.53 V152000 - PoloGrounds RoadFH10+00 11+00 PC= 20+1 9 9 519+0020+0021+0022+00CONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient' s obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.: DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\AS-BUILT PLAN\V152000PR5.DWG PRINTED BY: JNICE 6.10.20@9:35 PM LAST SAVED BY: JNICEKNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It' s free. It's the law. TM28 BLACKWELL PARK LANE, SUITE201WARRENTON, VIRGINIA 20186Phone:(540) 349- 4500Fax:(540) 349-0321VA@BohlerEng. comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSEDSTORMA06TOA013403503603703803903403503603703803909+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+50STMA02STMA04246.94' -18" RCP@0.62%STMA03124. 36' -18" RCP@ 2.25%31. 29' -48" RCP@ 3.77%STMA01PROP DI-3C; HGT ( 8.50')RIM 358.40INV IN 351. 25 (18") A03INV IN 354.12 ( 15") A30INV IN 351.25 (48") A40INV OUT 349.90 (48") A01.210+70.06PROPDI-3B; HGT (7.82')RIM363.69INV IN 355.97 (15") A05 INV IN 361.69 (4") UD-4INVOUT 355.87 (18") A03A 14+55.92 PROP DI-3B; HGT (6.40') RIM 360.45INV IN 354.15 ( 18") A03AINV OUT 354.05 (18") A0211+ 94.42PROP EW-2; HGT (5. 77')INV IN 349.50 (48") A01.210+00 PROP. GRADE10+59PROP 12" WATER X-ING 10 YR HGL10 YR HGL10 YR HGLPROP. COMPACTEDSTRUCTURAL FILL(PER GEOTECHNICAL REPORT) PROP. CLASS A1RIP-RIPL = 27'W = 31' D = 1.9'STMA05STMA0647.16' -15" RCP@ 0.60% 62.01' -15" RCP@ 0.60% PROP DI-3B; HGT (7.35') RIM 363.69 INV IN 356. 44 (15") A06 INV IN 361.69 (4") UD-4 INVOUT356.34 (15") A0415+17.94 PROP DI-3B; HGT (6.82')RIM 363.54INVOUT 356.72 (15") A05 15+65. 09 14+79 PROP 12" WATER X-ING 15+ 54 PROP 12" WATER X-ING PROP. GRADEBTM WTR 354.62'TOP STM 354.29'CLEAR: 0.33'BTM WTR 359. 31'TOP STM 357.54'CLEAR: 1.77'BTM WTR 359.09'TOP STM 358. 09'CLEAR: 1.00'14.57' - 18" RCP@ 0. 61%STMA03APROP CURB INLET; HGT (8. 12')RIM 363. 80 INV IN 355.78 (18") A04 INV IN 359.09 ( 18") D11 INV OUT 355.68 ( 18") A03 14+41. 36 STMA01.2PROP 60" MH; HGT ( 9.57')RIM 359.25INV IN 349.68 (48") A02INV OUT 350.68 (48") A01INV OUT 349.68 (15") A01.110+ 31.29 38.77' -48" RCP@ 0. 57%SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSED STORM A31 TO A02350360370380350360370380STMA02178.96' -15" RCP@ 1.00%STMA30229. 65' -15" RCP@ 2.43%STMA31PROP DI- 3C; HGT (8.50')RIM 358. 40 INV IN 351.25 (18") A03 INV IN 354.12 ( 15") A30 INV IN 351.25 ( 48") A40 INV OUT 349.90 ( 48") A01.2 10+00 PROP DI-3B; HGT ( 5.09')RIM 361.00 INV IN 356.01 ( 15") A31 INV OUT 355.91 (15") A02 11+78.96 PROP DI- 3B; HGT (5.00')RIM 366. 58 INV OUT 361.58 (15") A30 14+ 08.61 PROP. GRADE10+0010+5011+0011+5012+0012+ 5013+0013+5014+0010 YR HGLPROP. COMPACTEDSTRUCTURAL FILL(PER GEOTECHNICAL REPORT)11+19 PROP SALAMANDER CROSSING TUNNEL 12+60 PROP SALAMANDER CROSSING TUNNEL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSED STORM A40 TO A0233034035036033034035036018.70' -48" RCP@ 2.67% STMA40PROP DI-3C; HGT (8.50')RIM 358.40 INV IN 351.25 (18") A03 INV IN 354.12 ( 15") A30 INV IN 351.25 ( 48") A40 INV OUT 349.90 (48") A01.2 10+00 PROP MODIFIED EW-2; HGT (5.33')INV IN 351.75 ( 48") A02 10+18.70 STMA02PROP. GRADE10+0010+50SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSED STORM A52 TO A503503603703503603709+5010+0010+5011+0011+50STMA5046.60' -24" RCP@ 8.73%STMA5121.12' -24" RCP@ 8.76%STMA52PROP MODIFIED EW-2; HGT (5.52')INV OUT 355.48 (24") A51 10+00 PROP DI-3B; HGT (4.95')RIM 364.50 INV IN 359.65 (24") A52 INV OUT 359.55 (24") A50 10+46.60 PROP EW-1; HGT (3.0')INV IN 361.50 (24") A51 10+67.72 PROP. GRADEPROP. CLASS A1RIP-RIPL = 12'W = 14'D = 1.1'10+53 PROP 12" WATER X- ING BTM STM 360.09'TOP WTR 358.92'CLEAR: 1. 17'SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSED STORM A62 TO A603503603703803503603703809+5010+0010+5011+0011+50STMA6036.93' -30" RCP@ 8.94%STMA6122.64' -30" RCP@ 8.83%STMA62PROP EW-1; HGT (6.9')INV OUT 359.10 (30") A61 10+00 PROPDI-3BB; HGT ( 9.35') RIM 371.75 INV IN 362. 50 (30") A62 INV OUT 362.40 ( 30") A60 10+36. 93 PROP EW-1; HGT (3. 50')INVIN 364.50 (30") A61 10+ 59.57 PROP. CLASS A1RIP-RIPL = 16' W = 18' D = 1.2' 10+ 44 PROP 12" WATER X-ING PROP. GRADEBTM WTR 366.96'TOP STM 365.96'CLEAR: 1.00' SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSED STORM PROFILE - (A00 TO A01. 2)340350360340350360PROP DI-3C; 6' THRT; HGT (9.41')RIM358.99INVIN349.58 (15") A01.2INVOUT349.58 (15") A00 10+47. 93 PROP MH-1; HGT (9. 57')RIM 359.25 INV IN 349.68 ( 48") A02 INV OUT 350.68 ( 48") A01 INV OUT 349.68 ( 15") A01. 1 10+ 67 PROP EW-1 INV IN 349.34 ( 15") A01. 1 10+ 00 STMA00STMA01. 1STMA01.247. 93' -15" HDPE@ 0.50%19. 07' -15" HDPE@ 0. 52%PROP. GRADEPROP. CLASSA1 RIP-RAPCONSTRUCTIONAPPROVED FORThis drawing and/or SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B01 TO B05 340 350 360 370 340 350 360 370 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STM B02 45.73' - 15" RCP @ 0.85% 112.76' - 15" RCP @ 1.27% STM B03 68.97' - 15" RCP @ 2.00% STM B04 38.44' - 15" RCP @ 10.00% STM B05 PROP MH- 1; HGT (11. 61')RIM 355. 00INV IN 343.49 ( 15") B03INV IN 343.49 ( 15") B20INV OUT 343.39 (15") B0110+38.48PROP DI- 3B; HGT (6.92')RIM 351.65INV IN 345.02 (15") B04INV OUT 344. 92 (15") B0211+51. 23PROP DI-3B; HGT ( 8.59')RIM 354.80INV IN 346. 50 (15") B05INV OUT 346.40 (15") B0312+20.20PROP DI- 3B; HGT (4. 94')RIM 355.10INV OUT 350. 34 ( 15") B0412+ 58. 63PROP. GRADE 10+ 23PROP 8" SAN X-ING10 YR HGL PROP. CLASS A1 RIP- RIP L = 8' W = 10' D = 1.1' 10+ 00PROP. ES-1INV OUT 343.16 ( 15") B02STM B01 11+ 14PROP 12" WATER X- ING11+65PROP 12" WATER X-ING12+28PROP 12" WATER X- INGBTM STM 347.75'TOP WTR 346. 73' CLEAR: 1. 02' BTM SAN 350.82'TOP STM 344.16'CLEAR: 6.66'BTM WTR 350.13'TOP STM 348.74'CLEAR: 1.39' BTM WTR 346. 77' TOP STM 345. 88' CLEAR: 0.89'SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B20 TO B02 330 340 350 360 330 340 350 360 9+50 10+00 10+ 50 11+00 11+50 STM B20 57.48' -15" RCP @ 0.50% STM B02 PROP DI- 3C; HGT (5. 61')RIM 349.39INV OUT 343. 78 ( 15") B0210+ 57. 48PROP MH- 1; HGT (11.61')RIM 355.00INV IN 343.49 (15") B03INV IN 343. 49 ( 15") B20INV OUT 343. 39 (15") B0110+00PROP. GRADE 10+39PROP 12" WATER X-ING10 YR HGL BTM WTR 345.63' TOP STM 345.13' CLEAR: 0. 51'SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B30 TO B32 340 350 360 370 340 350 360 370 9+ 50 10+00 10+50 11+00 11+50 12+ 00 12+50 13+00 13+ 50 14+ 00 STM B31 STM B32 STM B30 227.68' -15" RC P @ 4.18% 96. 13' - 15" RC P @ 3.82%PROP DI- 3B; HGT (4. 19')RIM 363.28INV OUT 359. 28 ( 15") B3113+ 23.81PROP DI-3B; HGT (6.52')RIM 356.00INV IN 349.77 (15") B32INV OUT 349.67 ( 15") B3010+ 96.13PROP ES- 1INV OUT 346.00 ( 15") B3110+00PROP. GRADE 10+59PROP 8" SAN X-INGPROP. CLASS A1 RIP-RIP L = 8'W = 10'D = 1. 1' 10 YR HGL BTM SAN 353. 46'TOP STM 349.68'CLEAR: 3.78'SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B42 TO B40 350 360 370 380 350 360 370 380 9+50 10+00 10+50 11+00 11+ 50 STM B41 STM B42 STM B40 38. 68' -30" RCP @ 0. 65%17.85' -30" RCP @ 11. 48%PROP DI-3B; HGT ( 7. 92') RIM 368. 62INV IN 363. 45 ( 30") B42INV OUT 360.70 (30") B4010+38.68PROPEW- 1; HGT ( 3. 50') INV IN 365.50 ( 30") B4110+56. 53PROP EW-1; HGT (3. 50')INV OUT 360. 45 (30") B4110+00PROP. GRADE PROP. CLASS A1 RIP-RIP L = 16'W = 18'D = 1. 2'10+29PROP 12" WATER X-ING10+52PROP 8" SAN X-INGBTM STM 364.66'TOP SAN 363.16'CLEAR: 1.50'BTM WTR 364.17 TOP WTR 363. 45 CLEAR: 0.72' SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B52 TO B50 350 360 370 380 350 360 370 380 9+50 10+ 00 10+50 11+00 11+50 STM B50 49.10' - 30" RCP@3. 30% STM B51 18.43' - 30" RCP @ 13. 02%STM B52 PROP EW-1; HGT (3.50') INV OUT 366.50 (30") B5110+00PROP DI-3B; HGT (8. 22')RIM 376. 34INV IN 371.10 ( 30") B52INV OUT 368.12 ( 30") B5010+49. 10PROP EW-1; HGT (3.50') INV IN 373.50 (30") B5110+ 67.54PROP. GRADE 10+60PROP8" SAN X-INGBTM STM 372.27'TOP SAN 370.34'CLEAR: 1.93' PROP. CLASS A1 RIP-RIP L = 12'W = 14'D = 1.1'10+40PROP 12" WATER X- INGBTM WTR 371.84'TOPSTM370. 67'CLEAR: 1.17'SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B61 TO B60 330 340 350 360 330 340 350 360 9+50 400 410 420 430 440 450 460 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 180.08' -30" RCP@ 1.72% PROP DI- 2BB; HGT ( 12.79')RIM 438.54INV IN 432. 25 (24") C09INV IN 432.72 (15") C40INV OUT 425.75 (30") C0716+7541.89' - 24" RCP @ 1.55%PROP DI-2BB; HGT (8.61')RIM 441.51INV IN 433. 00 (24") C10INV OUT 432.90 (24") C0817+16. 8966.25' - 24" RCP @ 0.98% PROP DI- 2BB; HGT ( 8.88') RIM 442. 53INV IN 433. 75 (24") C11INV IN 440. 53 ( 4") UD- 4INV OUT 433. 65 ( 24") C0917+ 83. 14273. 50' - 24" RCP@ 1.01% PROP DI- 2BB; HGT ( 13.83')RIM 450.33INV IN 441. 50 (15") C50INV IN 436. 60 (24") C12INV OUT 436.50 ( 24") C1020+ 56.6486.60' -24" RCP@ 0.81%PROP 60" MH; HGT ( 15.85')RIM 453.15INV IN 437.40 (24") C13INV IN 443.25 (15") C70INV IN 442.20 (15") C60INV OUT 437.30 ( 24") C1121+43.2496. 78' -24" RCP@ 0.67%244.65' - 24" RCP@ 0.51% PROP EW-1; HGT (4.0')INV IN 405.55 (36") C0412+27.0346. 08' -36" RCP @ 0.79%PROP DI- 2B; HGT (6. 71')RIM 412.62INV IN 406.01 ( 36") C05INV IN 406.01 ( 15") C20INV OUT 405. 91 (36") C0312+73. 11111.89' -36" RCP@ 0.60% PROP DI- 2BB; HGT ( 14. 84') RIM 421.52INV IN 416. 65 (30") C06INV IN 414.35 (15") C30INV OUT 406.68 (36") C0413+8543.66' -30" RCP @ 1.49%PROP DI-3BB; HGT (8.72')RIM 426.02INV IN 418.75 ( 30") C07INV OUT 417. 30 (30") C0514+ 28.6766.25' - 30" RCP@ 1.51%PROP DI-2B; HGT (7.88') RIM 427.63INV IN 422.65 (30") C08INV IN 425. 63 (4") UD-4INV OUT 419.75 (30") C0614+94.92PROPDI- 2BB; HGT ( 12.76')RIM 450. 81INV IN 444. 00 (15") C80INV IN 438.15 ( 24") C14INV OUT 438.05 ( 24") C1222+40.02PROP DI- 2BB; HGT (8.83') RIM 448.23INV IN 439.50 (18") C15INV IN 446.23 (4") UD- 4INV OUT 439.40 (24") C1324+84.68STM C13 STM C14 STM C03STM C04 STM C05 STM C06STM C07 STM C08 STM C09STMC10STM C11 STM C12 PROP. GRADEPROP. GRADE PROP. GRADE PROP. CLASS A1 RIP-RIP L = 8'W = 10'D = 1.1'24+ 12PROP 8" SAN X-ING13+73PROP 8" SAN X-ING71.59' -18" RCP@ 0. 56%STM C15 PROP DI- 2; HGT ( 8. 33')RIM 448.23INV IN 440.00 ( 18") C16INV IN 446. 23 (4") UD- 4INV OUT 439.90 (18") C1425+56.2724+28PROP 12" WATER X- ING25+ 39PROP 12" WATER X-INGBTM WTR 444. 73'TOP STM 441. 35'CLEAR: 3.38' 10 YR HGL 10 YR HGL 10 YR HGL PROP. SAFETY SLAB SL-1 PROP. SAFETY SLABSL-1 BTM WTR444. 19'TOP STM441. 51'CLEAR: 2.67' 17+61PROP 12" WATER X-INGBTM WTR 438. 38'TOP STM 437. 42'CLEAR: 0.96' BTM SAN 413.52' TOP STM 400 410 420 430 440 450 460 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 247.73' -18" RCP@ 0.52% PROP DI-3C; HGT (4.77') RIM 446. 54INV IN 444. 54 (4") UD-4INV OUT 441. 77 ( 15") C1628+77.8673. 86' -15" RCP@ 0. 50%PROP DI-2C; HGT (4.74') RIM 446.04INV IN 441.40 ( 15") C17INV IN 444. 06 (4") UD-4INV OUT 441.30 ( 18") C1528+04PROP DI- 2BB; HGT (8. 83')RIM 448.23INV IN 439.50 (18") C15INV IN 446.23 ( 4") UD-4INV OUT 439. 40 ( 24") C1324+ 84. 68STM C14 STM C17STM C16 71.59' -18" RCP@ 0.56%STM C15 PROP DI-2; HGT (8. 33')RIM 448. 23INV IN 440. 00 ( 18") C16INV IN 446.23 ( 4") UD-4INV OUT 439.90 (18") C1425+ 56.2725+39PROP 12" WATER X-ING28+ 27PROP 12" WATER X- ING10 YR HGL BTM WTR 444.19' TOP STM 441. 51'CLEAR: 2.67'73. 86' - 15" RCP@ 0. 50% BTM STM 441.51'TOP WTR 440.72'CLEAR: 0.79'SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM C17 TO C03 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM C20 TO C04 390 400 410 420 390 400 410 420 9+50 10+ 00 10+50 11+00 11+50 53.79' -15" RCP @ 0.60% PROP DI-2BB; HGT ( 6.71')RIM 412.62INV IN 406.01 ( 36") C05INV IN 406. 01 ( 15") C20INV OUT 405.91 (36") C0312+73.11STM C04 STM C20 10+10PROP 12" WATERX- ING10+33PROP 8" SAN X-INGPROP. GRADE 10 YR HGL PROP DI-3B; HGT ( 6.83') RIM 413. 16INV OUT 406. 33 (15") C0410+53. 79BTM WTR 408. 10' TOP STM 407. 54' CLEAR: 0. 56' BTM STM 406. 02' TOP SAN 404. 55'CLEAR: 1.47' SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM C32 TO C05 410 420 430 410 420 430 9+50 10+00 10+50 11+00 11+50 12+ 00 51.55' -15" RCP @ 0. 87%87.08' -15" RCP @ 1. 84% PROP DI- 3BB; HGT ( 8. 66')RIM 427.66INV IN 426.16 (4") UD- 4INV OUT 419. 00 (15") C3011+38.63PROP DI- 2BB; HGT (14. 84')RIM 421.52INV IN 416.65 (30") C06INV IN 414. 35 (15") C30INV OUT 406.68 (36") C0413+85STM C05 STM C30 STM C31 PROP. GRADE 10+30PROP 8" SAN X- ING10+10PROP 12" WATER X- INGBTM WTR 417. 26' TOP STM 415. 91' CLEAR: 1.35'10 YR HGL PROP DI-3B; HGT (6.95')RIM 421.75INV IN 417.40 (15") C31INV OUT 414. 80 (15") C0510+51. 55BTM STM 414. 60' TOP SAN 412. 74' CLEAR: 1.86' SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM C43 TO C08 420 430 440 450 420 430 440 450 9+50 10+00 10+ 50 11+00 11+ 50 12+00 12+ 50PROP DI-2BB; HGT (12.79')RIM 438.54INV IN 432. 25 (24") C09INV IN 432.72 (15") C40INV OUT 425. 75 (30") C0716+7553.79' - 15" RCP @ 1. 02% 37. 79' - 15" RCP @ 1.81%30.00' -15" RCP @ 1.33%38.17' -15" RCP @ 1. 57% STM C08 STM C40 STM C41 STM C42 STM C43 10+30PROP 8" SAN X- ING10+10PROP 12" WATER X-ING11+ 16PROP 12" WATER X- INGPROP.GRADE PROP DI-3B; HGT (6. 97')RIM 441.03INV IN 434.15 ( 15") C42INV OUT 434.05 (15") C4010+ 91.58PROP DI-3B; HGT (7.48') RIM 442.03INV IN 436.75 (15") C43INV OUT 434.55 ( 15") C4111+21. 5810 YR HGL PROP CURB INLET; HGT (5.66') RIM 443. 01INV IN 441. 01 (4") UD-4INV OUT 437.35 (15") C4211+59.75PROP CURB INLET; HGT (5.83')RIM 439.10INV IN 433.37 (15") C41INV OUT 433.27 (15") C0810+ 53.79BTM WTR 434. 80'TOP STM 434.31'CLEAR: 0.50'BTM STM 436.89'TOP WTR 435.87' CLEAR: 1.02'BTM STM 432.84' TOP SAN 429. 63'CLEAR: 3.21' SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSEDSTORM C50 TO C11 430 440 450 460 430 440 450 460 9+ 50 10+ 00 10+50 11+00 STM C11 45.79' -15" RCP @ 1.09% STM C50 PROP DI- 2BB; HGT (13. 83')RIM 450.33INV IN441. 50 (15") C50INV IN 436.60 (24") C12INV OUT 436.50 (24") C1020+ 56. 64PROP DI-3BB; HGT (8.86') RIM 450.86INV OUT 442.00 (15") C1110+ 45.7910+12PROP 12" WATERX- INGPROP. GRADE 10+27PROP 8" SAN X-INGBTM STM 441.61'TOP SAN 434.60'CLEAR: 7.01'10 YR HGLBTMWTR 446.04'TOP STM 443.07'CLEAR: 2.97' SCALE: 1"= 50 ' HORIZONTAL1"= 5 ' VERTICAL PROPOSED STORM C61 TO C12 430 440 450 460 430 440 450 460 9+50 10+00 10+50 11+ 00 11+ 50 12+ 00 12+50 13+00 140.36' - 15" RCP@ 1. 08%PROP DI- 2B; HGT ( 7.05') RIM 450.77INV IN 443. 82 ( 15") C61INV IN 448. 77 (4") UD-4INV OUT 443.72 ( 15") C1211+ 40.3661. 82' -15" RCP @ 0. 89%PROP DI- 3B; HGT ( 6.88') RIM 451.25INV IN449. 29 (4") UD- 4INV OUT 444.37 ( 15") C6012+ 02.19PROP 60" MH; HGT (15. 85')RIM 453.15INV IN 437. 40 (24") C13INV IN 443.25 ( 15") C70INV IN 442. 20 (15") C60INV OUT 437.30 ( 24") C1121+ 43.24STM C12 STM C60 STM C61 11+ 57PROP 8" SAN X- INGPROP. GRADE 10+12PROP 12" WATER X-ING11+ 89PROP 12" WATER X- INGBTM WTR 448.22' TOP STM 443.77' CLEAR: 4. 46'BTM WTR 446. 71'TOP STM 445. 69'CLEAR: 1.02' SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSED STORM C80 TO C134304404504604304404504609+5010+0010+5011+0011+ 50STMC1361.82' -15" RCP@ 1.05% STMC80PROP DI-2BB; HGT (12.76') RIM 450. 81 INV IN 444.00 (15") C80 INV IN 438.15 (24") C14 INV OUT 438.05 (24") C12 10+ 00 PROP DI-3B; HGT ( 6.70') RIM 451.35 INV OUT 444.65 (15") C13 10+61. 82 10+19 PROP 8" SAN X-ING 10+ 57 PROP 12" WATER X-ING PROP. GRADEBTM STM 443.99' TOP SAN 436.08'CLEAR: 7. 91'10 YR HGLBTM WTR 446.95'TOP STM 445. 95'CLEAR: 1.00'SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSED STORM D09 TO D053803904003803904009+ 5010+0010+5011+0011+50PROP DI- 2BB; HGT (6.79')RIM 395. 58 INV IN 388.79 (15") D09 10+00 53.84' -15" RCP@ 1.00%PROP DI-3B; HGT (7.11')RIM 396.43 INV OUT 389. 33 (15") D05 10+53.84 STMD05STMD0910+44 PROP 12" WATER X-ING PROP. GRADE10 YR HGLBTM WTR 391.64' TOP STM 391. 14'CLEAR: 0.50'FOR CONTINUATION, SEE DESIGNSUBMITTED UNDERSEPARATE COVERBY COLLINSENGINEERING.SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSED STORM D02 TO A03A36037038036037038010+0010+5011+ 0011+5012+0012+ 5013+0013+50PROP CURB INLET; HGT ( 8.12')RIM 363. 80 INV IN 355. 78 ( 18") A04 INV IN 359.09 ( 18") D11INVOUT 355.68 (18") A03 14+41. 36 PROP CURB INLET; HGT (3.76')RIM 370. 20 INV IN 366.75 (18") D10 INV OUT 366.65 ( 18") A03A 11+46.71 PROP CURB INLET; HGT ( 5.61') RIM 381.08 INV IN 375.86 (15")INV OUT 375.68 (18") D11 12+74.64 PROP CURB INLET; HGT ( 4.25')RIM 380.00 INV IN 376.04 (15") D02 12+90.34 PROP CURB INLET; HGT (3.68')RIM 380.00 INV OUT 376.32 (15") D08 13+46.44 146.71 18"RCP@ 5 15%1 2 7 9 4 1 8 RCP@ 6 9 8%15.69' -15" RCP@ 0.50%56.10' -15" RCP@ 0.50%STMA03ASTMD11STMD10STMD02STMD08BTM STM 375.94'TOP WTR 374.40'CLEAR: 1.54'PROP. GRADE13+07 PROP WATER X-INGSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSED STORM D07 TO D0839040041039040041010+0010+ 5011+0053. 83' -15" RCP@ 1.39%STMD06STMD07PROP COMBO INLET; HGT (7.51') RIM 403.00 INV IN 395.49 (15") D07 10+00 PROP CURB INLET; HGT (7.08')RIM 403.32 INV OUT 396.24 (15") D06 10+53.83 PROP. GRADEBTM WTR 398.83'TOP STM 397.44'CLEAR: 1.39'10+37PROPWATER X- ING FOR CONTINUATION,SEE DESIGNSUBMITTED UNDERSEPARATE COVERBY COLLINSENGINEERING. SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROPOSED STORM 5-8 TO 5-8A42043044042043044010+ 0010+507. 73' -15" RCP@3.10% PROP. GRADESTM5-8PROP CURB INLET; HGT (4. 61')RIM 433.62 INV OUT 429. 01 (15")10+ 07. 73 CONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makesnorepresentationregarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient' s obligation to understand the design intent and to use this digital data appropriately. REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE: SCALE:CAD 10 YEAR STORM COMPUTATIONS From To Drain.Runoff CA Inlet Rainfall Q Invert Elev.Length Slope Dia.n Capacity Velocity Flow Time Q /V /Vfull Remarks Point Point Area Coeff.Incr.Time Intensity Incr.Known Upper Lower Incr.Qfull Vfull acres)C (min)(in/hr)(cfs)(cfs)(cfs)(ft)(ft)(ft)( % )(in)(cfs)(fps)(min)(min)rev12/13 A06 A05 0.17 0.90 0.15 0.15 5.00 6.64 1.00 –1.00 356.72 356.44 47.16 0.60%15 0.013 5.04 3.18 0.25 5.25 0.20 0.78 4.10 A05 A04 0.53 0.65 0.34 0.49 5.25 6.57 2.23 –3.22 356.34 355.97 62.01 0.60%15 0.013 5.00 4.32 0.24 5.49 0.64 1.06 4.08 A04 A03A 0.62 0.60 0.37 0.86 5.49 6.51 2.41 –5.60 355.87 355.78 14.57 0.62%18 0.013 8.28 5.02 0.05 5.54 0.68 1.07 4.68 A03A A03 –––1.08 6.04 6.36 ––6.87 355.68 354.15 246.94 0.62%18 0.013 8.29 5.22 0.79 6.83 0.83 1.11 4.69 A03 A02 0.17 0.90 0.15 1.23 6.83 6.15 0.92 –7.56 354.05 351.25 124.36 2.25%18 0.013 15.80 8.79 0.24 7.07 0.48 0.98 8.94 A02 A01.2 0.33 0.90 0.30 2.05 7.07 6.09 1.83 55.09 140.57 349.90 349.68 38.77 0.57%48 0.013 108.50 8.63 0.07 7.14 1.30 1.00 8.63 A01.2 A01 –––2.05 7.14 6.07 ––140.53 349.68 349.50 31.29 0.58%48 0.013 109.24 8.69 0.06 7.20 1.29 1.00 8.69 A31 A30 0.34 0.90 0.31 0.31 5.00 6.64 2.06 –2.06 361.58 356.01 229.65 2.43%15 0.013 10.09 6.38 0.60 5.60 0.20 0.78 8.22 A30 A02 0.23 0.90 0.21 0.52 5.60 6.48 1.36 –3.37 355.91 351.25 166.41 2.80%15 0.013 10.84 7.76 0.36 5.96 0.31 0.88 8.83 A40 A02 –––––––73.00 73.00 351.75 351.25 20.38 2.45%48 0.013 225.60 15.78 0.02 5.02 0.32 0.88 17.95 A52 A51 –––––––6.73 6.73 361.50 359.65 21.12 8.76%24 0.013 67.13 13.14 0.03 5.03 0.10 0.62 21.37 A51 A50 0.19 0.85 0.16 0.16 5.03 6.63 1.06 –7.79 359.55 355.48 45.05 9.03%24 0.013 68.18 14.13 0.05 5.08 0.11 0.65 21.70 A62 A61 –––––––26.89 26.89 364.50 362.50 22.64 8.83%30 0.013 122.24 19.32 0.02 5.02 0.22 0.78 24.90 A61 A60 0.14 0.85 0.12 0.12 5.02 6.63 0.80 –27.69 362.40 359.10 36.93 8.94%30 0.013 122.94 20.14 0.03 5.05 0.23 0.80 25.05 B05 B04 0.15 0.90 0.14 0.14 5.00 6.64 0.93 –0.93 350.34 346.50 38.44 10.00%15 0.013 20.48 8.26 0.08 5.08 0.05 0.50 16.69 B04 B03 0.15 0.90 0.13 0.27 5.08 6.62 0.86 –1.79 346.40 345.02 68.97 2.00%15 0.013 9.16 5.58 0.21 5.29 0.20 0.75 7.47 B03 B02 0.33 0.90 0.30 0.57 5.29 6.56 1.97 –3.74 344.92 343.49 112.76 1.27%15 0.013 7.29 5.94 0.32 5.61 0.51 1.00 5.94 B02 B01 –––0.81 5.61 6.48 ––5.25 343.39 343.00 45.73 0.85%15 0.013 5.98 5.49 0.14 5.75 0.88 1.13 4.87 B20 B02 0.26 0.90 0.24 0.24 5.00 6.64 1.59 –1.59 343.29 343.00 57.48 0.50%15 0.013 4.60 3.38 0.28 5.28 0.35 0.90 3.75 B32 B31 0.09 0.40 0.04 0.04 5.00 6.64 0.27 –0.27 359.28 349.77 227.68 4.18%15 0.013 13.24 3.75 1.01 6.01 0.02 0.35 10.79 B31 B30 0.09 0.90 0.08 0.12 6.01 6.37 0.51 –0.76 349.67 346.00 96.13 3.82%15 0.013 12.66 5.55 0.29 6.30 0.06 0.54 10.31 B42 B41 –––––––26.89 26.89 365.50 363.45 17.85 11.48%30 0.013 139.38 21.21 0.01 5.01 0.19 0.75 28.39 B41 B40 0.24 0.85 0.20 0.20 5.01 6.64 1.33 –28.22 363.35 360.45 38.68 7.50%30 0.013 112.61 19.04 0.03 5.04 0.25 0.83 22.94 B52 B51 –––––––11.35 11.35 373.50 371.10 18.43 13.02%30 0.013 148.41 17.45 0.02 5.02 0.08 0.58 30.23 B51 B50 0.19 0.85 0.16 0.16 5.02 6.63 1.06 –12.41 368.12 366.50 49.10 3.30%30 0.013 74.70 10.91 0.07 5.09 0.17 0.72 15.22 C17 C16 0.54 0.60 0.32 0.32 5.00 6.64 2.12 –2.12 441.77 441.40 73.86 0.50%15 0.013 4.58 3.60 0.34 5.34 0.46 0.96 3.74 C16 C15 0.59 0.60 0.35 0.67 5.34 6.55 2.29 –4.39 441.30 440.00 247.73 0.52%18 0.013 7.63 4.46 0.93 6.27 0.58 1.03 4.32 C15 C14 0.56 0.60 0.34 1.01 6.27 6.30 2.14 –6.36 439.90 439.50 71.59 0.56%18 0.013 7.87 4.95 0.24 6.51 0.81 1.11 4.46 C14 C13 0.55 0.60 0.33 1.34 6.51 6.24 2.06 –8.36 439.40 438.15 244.65 0.51%24 0.013 16.21 5.16 0.79 7.30 0.52 1.00 5.16 C13 C12 0.15 0.65 0.10 1.54 7.30 6.02 0.60 –9.27 438.05 437.40 96.78 0.67%24 0.013 18.59 5.82 0.28 7.58 0.50 0.98 5.92 C12 C11 –––1.89 7.58 5.95 ––11.24 437.30 436.60 86.60 0.81%24 0.013 20.39 6.60 0.22 7.80 0.55 1.02 6.49 C11 C10 0.12 0.65 0.08 2.05 7.80 5.89 0.47 –12.07 436.50 433.75 273.50 1.01%24 0.013 22.75 7.24 0.63 8.43 0.53 1.00 7.24 C10 C09 0.43 0.60 0.26 2.31 8.43 5.72 1.49 –13.22 433.65 433.00 66.25 0.98%24 0.013 22.47 7.38 0.15 8.58 0.59 1.03 7.15 C09 C08 0.18 0.60 0.11 2.42 8.58 5.68 0.62 –13.74 432.90 432.25 41.89 1.55%24 0.013 28.26 8.84 0.08 8.66 0.49 0.98 8.99 C08 C07 0.12 0.65 0.08 3.00 8.66 5.66 0.45 –16.97 425.75 422.65 180.08 1.72%30 0.013 53.96 9.66 0.31 8.97 0.31 0.88 10.99 C07 C06 0.26 0.65 0.17 3.17 8.97 5.58 0.95 –17.68 419.75 418.75 66.25 1.51%30 0.013 50.53 9.28 0.12 9.09 0.35 0.90 10.29 C06 C05 0.39 0.60 0.23 3.40 9.09 5.54 1.28 –18.85 417.30 416.65 43.66 1.49%30 0.013 50.18 9.45 0.08 9.17 0.38 0.92 10.22 C05 C04 0.15 0.65 0.10 3.75 9.17 5.52 0.55 –20.71 406.68 406.01 111.89 0.60%36 0.013 51.75 6.91 0.27 9.44 0.40 0.94 7.32 C04 C03 0.19 0.60 0.11 3.97 9.44 5.45 0.60 –21.64 405.91 405.55 46.08 0.79%36 0.013 59.44 7.58 0.10 9.54 0.36 0.90 8.41 C20 C04 0.18 0.60 0.11 0.11 5.00 6.64 0.73 –0.73 406.33 406.01 53.79 0.60%15 0.013 5.03 2.80 0.32 5.32 0.15 0.68 4.10 C31 C30 0.28 0.60 0.17 0.17 5.00 6.64 1.13 –1.13 419.00 417.40 87.08 1.84%15 0.013 8.78 4.89 0.30 5.30 0.13 0.68 7.15 C30 C05 0.13 0.65 0.08 0.25 5.30 6.56 0.52 –1.64 414.80 414.35 53.85 0.84%15 0.013 5.92 4.00 0.22 5.52 0.28 0.83 4.82 C43 C42 0.38 0.65 0.25 0.25 5.00 6.64 1.66 –1.66 437.35 436.75 35.24 1.70%15 0.013 8.45 5.34 0.11 5.11 0.20 0.78 6.89 C42 C41 0.16 0.70 0.11 0.36 5.11 6.61 0.73 –2.38 434.55 434.15 34.00 1.18%15 0.013 7.03 5.16 0.11 5.22 0.34 0.90 5.72 C41 C40 0.06 0.90 0.06 0.42 5.22 6.58 0.39 –2.76 434.05 433.37 37.79 1.81%15 0.013 8.71 6.24 0.10 5.32 0.32 0.88 7.10 C40 C08 0.13 0.65 0.08 0.50 5.32 6.55 0.52 –3.27 433.27 432.72 53.79 1.02%15 0.013 6.55 5.25 0.17 5.49 0.50 0.98 5.34 C50 C11 0.12 0.65 0.08 0.08 5.00 6.64 0.53 –0.53 442.00 441.50 45.79 1.09%15 0.013 6.77 3.18 0.24 5.24 0.08 0.58 5.52 C61 C60 0.15 0.65 0.10 0.10 5.00 6.64 0.66 –0.66 444.37 443.82 61.82 0.89%15 0.013 6.11 3.24 0.32 5.32 0.11 0.65 4.98 C60 C12 0.14 0.65 0.09 0.19 5.32 6.55 0.59 –1.25 443.72 442.20 140.36 1.08%15 0.013 6.74 4.10 0.57 5.89 0.19 0.75 5.49 C71 C70 0.12 0.65 0.08 0.08 5.00 6.64 0.53 –0.53 445.35 444.60 45.79 1.64%15 0.013 8.29 3.63 0.21 5.21 0.06 0.54 6.75 C70 C12 0.12 0.65 0.08 0.16 5.21 6.58 0.53 –1.06 444.50 443.25 146.21 0.85%15 0.013 5.99 3.65 0.67 5.88 0.18 0.75 4.88 C80 C13 0.15 0.65 0.10 0.10 5.00 6.64 0.66 –0.66 444.65 444.00 61.82 1.05%15 0.013 6.64 3.33 0.31 5.31 0.10 0.62 5.41 C82 C81 0.66 0.40 0.26 0.26 5.00 6.64 1.73 –1.73 442.34 441.63 142.07 0.50%24 0.013 16.04 3.32 0.71 5.71 0.11 0.65 5.10 D07 D06 0.10 0.70 0.07 0.07 5.00 6.64 0.46 –0.46 396.24 395.49 53.83 1.39%15 0.013 7.65 3.35 0.27 5.27 0.06 0.54 6.23 D02 D08 0.15 0.70 0.11 0.11 5.00 6.64 0.73 –0.73 376.32 376.04 56.10 0.50%15 0.013 4.58 2.68 0.35 5.35 0.16 0.72 3.74 D08 D10 0.15 0.70 0.11 0.22 5.35 6.55 0.72 –1.44 375.94 375.86 15.69 0.50%15 0.013 4.57 3.27 0.08 5.43 0.32 0.88 3.72 D10 D11 –––0.22 5.43 6.52 ––1.44 375.68 366.75 127.94 6.98%18 0.013 27.83 7.79 0.27 5.70 0.05 0.50 15.75 D11 A03A –––0.22 5.70 6.45 ––1.42 366.65 359.09 146.71 5.15%18 0.013 23.91 7.28 0.34 6.04 0.06 0.54 13.53 D09 D05 0.07 0.70 0.05 0.05 5.00 6.64 0.33 –0.33 389.33 388.79 53.84 1.00%15 0.013 6.47 2.61 0.34 5.34 0.05 0.50 5.28 5-8 5-7 0.52 0.90 0.47 0.47 5.00 6.64 3.12 –3.12 429.01 428.77 7.73 3.10%15 0.013 11.41 7.72 0.02 5.02 0.27 0.83 9.30 CONSTRUCTION APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000SM5.DWG PRINTED BY: JNICE 5.20.20 @ 1:13 PM LAST SAVED BY: DREARDON KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. TM 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@ BohlerEng.comSUSTAINABLEDESIGNLANDSCAPEARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESTMTHE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROMBOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BEUTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERINGNEW ENGLANDUPSTATENEW YORKNEW YORK, NYLEHIGH VALLEY, PASOUTHEASTERN, PASOUTHERN MARYLANDBALTIMORE, MDTAMPA, FLCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIANEW JERSEYREHOBOTH BEACH, DESOUTH FLORIDABOSTON, MAPHILADELPHIA, PANEW YORK METROATLANTA, GADALLAS - FT. WORTH, TXV152000EEN RTY 05/ 30/19 5 ROAD IMPROVEMENTPLANSTATE ROUTE 643 POLO GROUNDS ROAD,STELLA LANE AND ARCHER AVENUE ROUTE 29SEMINOLETRAIL RD AND STATE ROUTE 643POLOGROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 4 9/ 5/18 RTYREVISIONS PER ACSA COMMENTS 5 9/ 28/18 RTYFOR APPROVAL 6 10/30/18 RTYSIGNATURE SUBMISSION 7 11/21/18 RTYFIELD REVISION 8 1/ 29/19 RTYREVISION 1 - SUB 1 9 2/ 28/19 RTYREVISION 1 SIGNATURE SUB 10 5/ 30/19 RTYFIELD REVISION 2 11 9/13/ 19 RTYFIELD REVISION 3 12 12/20/19 RTYFIELD REVISION 4 13 1/16/20 RTYFIELD REVISION 5 N/A SM C-807 STORM COMPUTATIONS 361.31 355.67 223.7 2.52%STM 35 355.66 353.96 166.5 1.02%351.44 350.31 20. 6 5.50%353.01 350.36 117. 2 2.26%355.85 353.03 240. 6 1.17%356.18 355.90 11. 5 2.43%356.49 356.18 58. 3 0.53%18 356.84 356.69 42.4 0.35%STM 35 349.61 349.28 34.7 0.95% 349.23 348.61 36.2 1.71%A01.1 A01.2 353.14 353.00 10.5 1.33%15 367.76 355.90 144.0 8.24%375.51 367.76 124.2 6.24%375.95 375.58 13.7 2.70%376.33 376.08 52.6 0.48%389.92 389.31 50.8 1.20% D05 D06.1 389.28 388.85 61.2 0.70%15 D06.2 D06.2 D06. 1 398.24 397.49 51.0 1. 47%397.39 396.55 37. 8 2.22%15 405.40 406.01 405.67 50.7 0.67% 406.42 405.57 113.60 0.75% C32.1 414.31 413.87 49.1 0.90%C32.2 C32.1 417.32 416.26 85.4 1.24%425.63 419.95 177.50 3.20%36 433.24 432. 78 50.6 0.91%433.88 433.31 36.0 1.58%434.10 26.4 1. 70%435.09 434.57 32.6 1.60%432.23 39.70 433.30 436.30 433.45 271. 38 1.05%441.92 STM 35 STM 35 3.85 2.61 0.27 5.27 0. 26 0.83 3.14 5.27 7.68 4.10 5.51 0.42 0.94 4.35 5.51 6. 50 16.43 8.39 0.02 5.53 0.34 0.90 9.30 5.94 6.39 6. 90 11.40 6.75 0.59 6.53 0. 61 1.05 6.45 6.53 6.23 0.93 7.66 15.84 8.81 0. 22 6.75 8.96 6.75 6.17 1. 85 140.74 140.46 12.74 0.05 6.80 1. 00 1.14 11.18 6.80 6.16 140.71 188.49 16.41 0. 04 6.84 0.75 1.09 15.00 10.28 6.50 0.57 5.57 8. 38 5.57 6.49 6.54 5.33 0.52 6. 09 0.51 1.00 5.33 337.33 20.83 0.22 0. 78 26.84 23.25 7.40 0.61 8.52 0.52 7.40 8.77 119. 63 11.58 0.26 9. 03 0.14 0.68 16.92 9.18 5.52 20.70 57. 85 7.38 0.26 0.36 0.90 8.18 5.30 2.96 0.29 5.29 0. 14 4.32 7.22 4.22 0.34 5.34 0.16 0.72 5.88 5.34 6. 55 1.63 6.13 4.15 0.20 5. 54 0.27 5.00 8.18 5.17 6. 67 8.46 5.89 0.07 5.18 0.28 0.86 6.89 5. 18 6.59 0.40 2.77 8.15 5.99 5.28 0. 34 0.90 6.64 5.28 6.56 0.53 3.29 6.18 5.03 5. 45 0.53 1.00 5.03 7.85 3. 44 0.25 5.25 6.40 4.47 2.61 0.34 5.34 3.64 5.34 10.64 5. 93 0.04 5.38 0.14 0.68 8.67 5.38 6.54 26.31 7.37 0.28 5.66 14.89 5.66 6.46 30. 23 8.47 0.28 5.94 0.05 0.50 17.11 7.10 2.86 0.30 5.30 5.78 441.80 441.63 72.36 0. 23%3.14 2.74 0.44 5.44 0.68 1.07 2.56 5.44 6.52 2.28 4.37 441.29 440.17 247. 90 0.45%7.08 4.19 0.99 6.43 0.62 1.05 4.01 6.43 6.26 2.13 6.32 439. 99 439.41 72.30 0.80%9.43 5.66 0.21 6.64 0.67 1.06 5.34 6.64 6.20 2.05 8. 31 439.19 437.92 243. 10 0.52%16.40 5.22 0.78 7.42 0.51 5.22 7.42 5.99 9.23 437.81 437.10 96.57 0. 74%19.45 6.09 0.26 7.68 0.47 6.19 7.68 5.92 11.19 437.00 436.40 85. 65 0.70%18. 99 6.24 0.23 7.91 0.59 1.03 6.04 7.91 5.86 12.01 8.52 5.70 1.48 13.16 432. 76 64.70 0.83%20.72 6.90 0.16 8.68 0.64 1.05 6.60 8.68 5.65 13.68 432.64 1.03%23. 05 7.57 0.09 8.77 0.59 1.03 7.34 5.63 16.89 9.03 5. 56 17.63 419.50 418.30 65.70 1.83%55.58 9.95 0.11 9.14 0. 32 0.88 11.32 9.14 5.53 1. 27 18.80 417.19 413.93 42.80 7.62%113.51 16.58 0.04 9.18 0.17 0. 72 23.12 404.20 188.92 0.64%53.30 7.12 0.44 9.88 0. 41 0.94 7.54 441.30 43.32 1.43%7.75 3.40 0.21 5.21 0.07 0.54 6.31 445. 04 444.51 59.50 0.31 5.31 5.31 6.56 444.28 442.82 137. 42 1.06%6.68 4.06 0.56 5.87 5.44 445.23 444.52 43. CONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY: DATE:SCALE:CAD I. D.:SHEET NUMBER:SHEET TITLE: PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000SM5.DWG PRINTED BY: JNICE 5.20.20 @ 1: 13 PM LAST SAVED BY: DREARDONKNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt'sfast. It's free. It' s the law. TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:( 540) 349- 4500Fax:(540) 349-0321VA@BohlerEng. comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL ANDCONSULTINGENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY CONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY: DATE:SCALE:CAD I. D.:SHEET NUMBER:SHEET TITLE: PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000SM5.DWG PRINTED BY: JNICE 5.20.20 @ 1: 13 PM LAST SAVED BY: DREARDONKNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt'sfast. It's free. It' s the law. TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:( 540) 349- 4500Fax:(540) 349-0321VA@BohlerEng. comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL ANDCONSULTINGENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY PROP. PEDESTRIAN TUNNELPROP. DUAL 5'X5' BOX CULVERTPROP. GRADEPROP. GRADE ABOVE SANITARY MAIN10 YEAR WSE. (±346.18)2 YEAR WSE. (±341.21)1 YEAR WSE. (±340.23)INV. 338.75INV. 344.60NOT TO SCALECULVERT 60 / PEDESTRIAN TUNNEL CROSS-SECTIONCONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\ V152000\DRAWINGS\ PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\ V152000SM5.DWG PRINTED BY: JNICE 5.20.20 @ 1: 14 PM LAST SAVED BY: DREARDONKNOWWHAT' S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It' s free. It' s the law.TM28 BLACKWELL PARK PROP. 48" MH; HGT (3.61')RIM 356.72INVIN 353.30 (12")INV OUT 353.20 (12")13+00.3433034035036037038039040041010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+ 0020+5021+0021+5022+0022+5023+ 0023+5024+0024+ 50266.73 - 12" SAN DIP @ 1.25%SAN05SAN04186.68 - 12" SAN DIP @ 2.04%SAN03402.97 - 12" SAN SDR-26 @ 2.32%SAN02254.86 - 12" SAN SDR-26 @ 1.03%SAN0145. 48 - 12" SAN SDR-26 @ 2.95%SANEX17PROP. 48" MH; HGT (4.15') RIM 354.46INV IN 350. 57 (12")INV OUT 350.37 (12")10+45.48 PROP. 48" MH; HGT (5.92')RIM 377.17INVIN371.35 (12")INV OUT 371.25 (12")22+ 70.70 PROP. 48" MH; HGT ( 3.48')RIM 371.29 INV IN 367. 91 (12")INV OUT 367. 81 (12")20+ 03.98 PROP. 48" MH; HGT (4.09')RIM367.99 INV IN 364.00 (12")INV OUT 363.90 ( 12")18+ 17.29 PROP. 48" MH; HGT (3.58') RIM 357. 92INV IN 354. 55 (12")INVOUT354. 35 (12")14+14.3211+27FUTURE 10' X 7' PEDESTRIANACCESS TUNNEL 138.78 - 12" SAN SDR-26 @ 0.49%SAN06PROP. 48" MH; HGT (5.87')RIM 378.00 INV IN 372.23 (12")INV OUT 372.13 (12")24+13.72 12+32FUTURE DUAL 5' X 5'BOX STM X-ING10+92PROP 15" STM X-ING MINIMUM OF 1' SEPERATION TOBE MAINTAINED BETWEENBOTTOM OF SANITARY ANDTOP OF PEDESTRIAN TUNNEL.143.02' -12" SAN SDR-26@ 0.55%SAN01A13+28FUTURE STM X-ING PROP. GRADEPROP.GRADEPROP. GRADEPROP. 24" STEEL CASING PIPE.CASING ENDS WILL NEED TO BEFIELD LOCATED SOACSA CAN GPS LOCATE.113. 98 - 12" SAN DIP @ 0.92%PROP. 24" STEEL CASING PIPE.CASING ENDS WILL NEED TO BEFIELD LOCATED SOACSA CAN GPS LOCATE.BTM SAN 350.82'TOP STM 344.16'CLEAR: 6.66'BTM SAN 353.46'TOP STM 349.68'CLEAR: 3.78'BTM SAN 353. 13'TOP STM 344.09'CLEAR: 9.04'PROP. COMPACT FILL TO A MINIMUM OF 95%(PER GEOTECHNICAL REPORT) 18+60 BEGIN STEEL ENCASEMENT18+80 END STEEL ENCASEMENT 22+17 BEGIN STEEL ENCASEMENT 22+ 37 END STEEL ENCASEMENTSTRUCTURE TO BE FIELDMODIFIED SO THAT 0.1' OFFALLIS SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALSANITARY PROFILE - SAN 10 TO SAN EX 1722+0022+5023+0023+ 5024+0024+5025+ 0025+5026+0026+5027+0027+ 5028+0028+5029+0029+5030+ 0030+5031+0031+ 5032+00115.50 - 8" SAN SDR- 26 @ 2. 08%1 0 5 8 4 8 SAN SDR 2 6 @ 6 1 7%SAN1065.50' -10" HIGH STRENGTHSAN DIP@ 0. 50%SAN09149.72' -10" SAN DIP@ 0.50%SAN07SAN05118.96 - 12" SAN DIP @ 0.51%SAN08SAN10PROP. 48" MH; HGT (7.07')RIM 381.50INVIN374.57 (10")INVOUT374.47 ( 10")28+21.19 PROP. 48" MH; HGT (6. 51')RIM 380.00 INV IN 373.72 (10")INV OUT 373.62 ( 12")26+71.47 PROP. 48" MH; HGT (8. 99')RIM 381.80 INV IN 373.02 (12")INV OUT 372.92 ( 12")25+52.50 PROP. 48" MH; HGT (5. 92')RIM 377.17INV IN 371.35 (12")INV OUT 371.25 (12") 22+70.70 PROP. 48" MH; HGT (8.06') RIM 389.59 INV IN 381.73 (8")INV OUT 381.53 (8") 29+92. 53 SAN11PROP. 48" MH; HGT (7.04')RIM 381.90 INV IN 375.00 (8")INV OUT 374.90 (10")28+86.69 138.78 - 12" SAN SDR-26 @ 0.49%SAN06PROP. 48" MH; HGT (5.87')RIM 378.00 INV IN 372.23 (12")INV OUT 372.13 (12")24+13.72 143.02' -12" SAN SDR-26@ 0.55%PROP CONCFOOTINGS/PIERS TO BEDESIGNED BY OTHERSPROP CONC FOOTINGSPIERS TO BE DESIGNED BYOTHERSIF AN AERIAL CROSSING IS REQUIRED, A SEPARATESEWER PLAN WILL BE SUBMITTED TO THE ACSA FORREVIEW, APPROVAL, CONSTRUCTION, TESTING, ANDACCEPTANCE INTO THE ACSA SYSTEM, PRIOR TO ANYWATER/SEWER SERVICE BEING ESTABLISHED UPSTREAM.(SEE NOTE 2)WITH DEVELOPMENT OFBLOCK 8A RESIDENTIAL;PROP. 48" MH; HGT (33.42')RIM 417.31 INV IN 384.33 (8")INV OUT 384.13 (8")31+08.02 SAN12PROP. GRADEPROP. 24" STEEL CASING PIPE.CASING ENDS WILL NEED TO BEFIELD LOCATED SOACSA CAN GPS LOCATE.2.8'MINIMUM38' MAX22+ 17BEGIN STEEL ENCASEMENT22+37END STEEL ENCASEMENT 45+0045+ 00AS NOTEDPS C- 812SANITARYSEWERPROFILESCONSTRUCTIONAPPROVED FORThis drawing and/ or file has been prepared by Bohler Engineering at the requestofthe Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the SAN17SAN16115. 50 - 8" SAN SDR- 26 @ 2. 08% 113. 60 8 SAN D IP @ 4 40%SAN181 8 6 1 3 8 S AN SDR 2 6 @ 7 3 9%44. 77' -8" SAN SDR-26@ 4.34%SAN19393. 13 - 8" SAN DIP @ 2. 65%238.53' - 8" SAN DIP@ 0.57%SAN20SAN21FUTURE GRADE(TO BE CONSTRUCTEDWITH DEVELOPMENT OFBLOCK 8A RESIDENTIAL;BY OTHERS)SAN15SAN14SAN13SAN12BTM STM 441.79'TOP SAN 434. 63'CLEAR: 7. 16'BTM STM 433.02'TOP SAN 425.50' CLEAR: 7.53'BTM STM 406.21'TOP SAN 404. 49'CLEAR: 1. 72'BTM STM 442.50'TOP SAN 435.12' CLEAR: 7.38'BTM WTR 437.13'TOP SAN 426. 89'CLEAR: 10. 24'SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALSANITARY PROFILE - SAN 10 TO SAN EX 1730+ 5031+0031+5032+0032+5033+ 0033+5034+0034+5035+0035+ 5036+0036+5037+ 0037+5038+0038+5039+0039+5040+ 0040+5041+0041+ 5042+0042+5043+0043+5044+ 0044+5045+0045+5046+00PROP. 48" MH; HGT (16.50') RIM 444. 30 INV IN 428.00 (8") INV IN 428.00 (8")INV OUT 427.80 ( 8")42+16.49 PROP. 60" MH W/ INTERNAL DROP;HGT (10. 47')RIM 421.52 INV IN 417. 38 (8")INV IN 411.25 (8")INVIN411.25 (8")INVOUT411.05 (8")38+23.36PROP. 48" MH; HGT (9.11')RIM 406.20 INV IN 397.29 (8")INV OUT 397.09 (8")36+37.23 PROP. 60" MH; HGT (9.00')RIM403.85INVIN395.15 (8")INVOUT394.95 (8")35+92.46 44+65PROPSTMX-ING PROP. 48" MH; HGT (14.68')RIM 447.68INVIN433.20 (8")INVOUT 433.00 (8")43+30.10 PROP. 48" MH; HGT (19.06')RIM 453.61 INV IN 434.75 (8")INV IN 434.75 (8")INV OUT 434.55 (8")10+00 37+25 PROP STM X-ING 38+35 PROP 15" STM X-ING 41+04 PROP 15" STM X-ING 41+54 PROP 12" WATER X-ING 45+49 PROP 15" STM X-ING PROP. 48" MH; HGT (4.96')RIM 398.00INV IN 393.28 (8")INV OUT 393.08 (8")35+10.87PROP. 48" MH; HGT ( 23.15') RIM 414. 89INV IN 391.94 (8") INV OUT 391.74 ( 8")34+55.48PROP. 48" MH; HGT (28.79')RIM 418.92INV IN 390.57 (8")INV OUT 390.37 (8")33+98.47PROP. 48" MH; HGT (33.42') RIM 417.31INV IN 384.33 (8")INV OUT 384.13 (8")31+08.0235+32PROP 12" WATER X- ING380 390400410420430440450460AS NOTEDPS C-813SANITARYSEWERPROFILESCONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner orhisRepresentative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALSANITARY PROFILE - SAN 30 TO SAN 1840041042043040041042043010+0010+ 50PROP. 60" MH RIM 421.52 INV IN 417.38 INV IN 411. 25 INV IN 411.25 INV OUT 411.05 10+00 = 38+23.36 45.00' - 8" SAN SDR-26@ 7.78%PROP. 48" MH; HGT (7.05')RIM 421. 80 INV OUT 414.75 (8") 10+45 SAN18SAN30BTM SAN 413.52'TOP STM 409.95'CLEAR: 3. 57'10+29 PROP 36" STM X-ING PROP. GRADE10+15 PROP 12" WATER X- ING BTM WTR 416.39'TOP SAN 413. 21'CLEAR: 3. 18'SCALE: 1"= 50 ' HORIZONTAL1"= 5 ' VERTICALSANITARYPROFILE - SAN31TOSAN1841042043041042043010+0010+5036.50' -8" SAN SDR-26@ 1.37% SAN18SAN31PROP. 60" MH RIM 421.52 INV IN 417.38 INV IN411.25 INV IN 411. 25 INV OUT 411.05 10+ 00 = 38+23.36 PROP. 48" MH; HGT ( 9.79')RIM 421. 54 INV OUT 411.75 ( 8")10+36.50 PROP.GRADESCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALSANITARY PROFILE - SAN 50 TO SAN 2143044045046043044045046010+0010+ 5011+0011+50PROP. 48" MHRIM 453.61INV IN 434.75INV IN 434.75INV OUT 434.5510+ 00 = 45+68.62PROP. 48" MH; HGT (11. 02')RIM 451.16 INV OUT 440.14 (8") 11+27.91 127.91 - 8" SAN SDR-26 @ 4.21%SAN21SAN5011+13PROP 15" STM X- ING PROP. GRADEBTM STM 443.78' TOP SAN 440.03' CLEAR: 3.75'SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALSANITARY PROFILE - SAN 70 TO SAN 6043044045046043044045046010+0010+5011+00SAN70SAN6038. 29 - 8" SAN SDR-26 @ 0.65% PROP. 48" MH RIM 449. 97 INV IN 436.25 INV IN 436. 25 INV OUT 436.25 10+ 00 = 12+81. 62 PROP. 48" MH; HGT ( 13.19')RIM 449.69 INV IN 438.30 (8") INV OUT 436.50 (8")10+38. 29 10+ 27 PROP 24" STM X- ING PROP. GRADEBTM STM 438.78'TOP SAN 437. 14'CLEAR: 1.64'SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALSANITARY PROFILE - SAN 41 TO SAN 1942043044045042043044045010+0010+50SAN41SAN1938.62' -8" SAN SDR-26@ 1.86%PROP. 48" MH RIM 444.30 INV IN 428.00 INV IN 428.00 INV OUT 427.80 10+00 = 42+16.49 PROP. 48" MH; HGT (15.12')RIM 443.83 INV OUT 428.72 (8")10+38.62 PROP.GRADESCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALSANITARY PROFILE - SAN 61 TO SAN 1743044045046043044045046010+0010+5011+0011+5012+0012+5013+0013+5014+00PROP. 48" MH RIM 453.61 INV IN 434. 75 INV IN 434.75 INV OUT 434.55 10+00 = 45+68.62 281. 62' - 8" SAN DIP@ 0.53%PROP. 48" MH; HGT (13.72')RIM 449.97 INV IN 436.25 (8")INV IN 436.25 (8") INV OUT 436.25 (8")12+81.62 92.64 8"SAN SDR 26@3 40% PROP. 48" MH; HGT (11. 20')RIM 450. 60 INV OUT 439.40 ( 8")13+ 74.26 SAN61SAN60SAN2110+27 PROP 15" STM X- ING 11+ 24PROP15" STM X-ING PROP. GRADE10+ 16 PROP 12" WATER X-ING 13+ 15 PROP 12" WATER X- ING 13+48 PROP 12" WATER X-ING BTM STM 443.21'TOP SAN 435.60'CLEAR: 7.61'BTM STM 444.00'TOP SAN 436.12'CLEAR: 7.88'BTM WTR 444.70'TOP SAN 439.22'CLEAR: 5.48'BTM WTR 445.03'TOP SAN 438.12'CLEAR: 6.92'BTM WTR 448.37'TOP SAN 435.54'CLEAR: 12.82'AS NOTEDPS C-814SANITARYSEWERPROFILESCONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understandthedesign intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.: DRAWN BY: CHECKED BY: DATE:SCALE:CAD I. D.:SHEET NUMBER:SHEET TITLE:PROJECT: H:\15\V152000\ DRAWINGS\PLAN SETS\ SECTION 1\ ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000PS5.DWG PRINTED BY: JNICE 5.20.20 @ 1: 18 PM LASTSAVEDBY: RYAUGERKNOW WHAT'SBELOWALWAYSCALL811BEFORE YOU DIGIt' s fast. It's free. It' s the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:( 540) 349- 0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, N/APS C-815SANITARYSEWERCOMPUTATIONSCONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE: SCALE:CAD I.D.: SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000PS5.DWG PRINTED BY: JNICE 5.20. 20 @ 1:19 PM LAST SAVED BY: RYAUGERKNOW WHAT'S BELOWALWAYS CALL 811BEFOREYOUDIGIt's fast. It' s free. It' s the law. TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:( 540) 349- 0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURESITECIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINE A34035036037038039040041034035036037038039040041010+0010+5011+ 0011+5012+ 0012+5013+0013+5014+0014+ 5015+0015+5016+ 0016+5017+ 0017+5018+0018+5019+0019+ 5020+0020+5021+ 0021+5022+0022+5023+0023+5024+0024+50PROP. GRADEPROP. GRADEPROP. 12" DIPWATERLINE 'A'PROP. 12" DIPWATERLINE 'A'15+89PROP48" STM X-ING INV 348.96 20+35 PROP 15" STM X-ING INV 359. 04 23+09 PROP 15" STM X- ING INV 376. 00 9+86PROP WET TAPBEGIN 12" TAPPING SLEEVE AND VALVE WITH GRIPPER GASKET CONNECTIONS10+03PROP 22.5° BEND W/ DEFLECTION11+47PROP 45° BEND W/ DEFLECTION 15+28 6" FIRELINE1) 12" x12" x 6" TEE 2) 2 - 12" GV 1) 6" GV 1) F. H.1) STEEL PILE THRUST BLOCK 20+10 = BEGIN WATERLINE F 1) 12" x 12" TEE 2) 3 - 12" GV 3. 5' MIN. 3.5' MIN.BTM STM 359. 31'TOP WTR 357. 54'CLEAR: 1. 77'PROP. COMPACT FILLTOAMINIMUMOF95%(PERGEOTECHNICALREPORT)CONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSINGCONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSINGCONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSING11+78PROP SALAMANDER CROSSING TUNNEL13+50PROP SALAMANDER CROSSING TUNNEL14+71PROP SALAMANDER CROSSING TUNNEL 15+60 PROP 22.5° BEND 15+78 PROP 22.5° BEND 16+13 PROP 45° BEND 16+28 PROP 22.5° BEND 16+42 PROP 11.25° BEND 23+44 PROP 22.5° BEND 23+60 PROP 11.25° BEND BTM STM 375.66'TOP WTR 374.34'CLEAR: 1.33'3.0' MIN.BTM WTR 354.48'TOP STM 353.36'CLEAR: 1.12' 10+43PROP 45° BEND W/ DEFLECTION PROP. ARV10+41.47PROP AIR RELEASE VALVE10+97PROP 45° BEND W/ DEFLECTION END VALVE WITH GRIPPER GASKET CONNECTIONS AS NOTEDPW C-820WATERLINEPROFILESCONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solelyasa convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitnessofthe electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient'sobligationto SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINE A34035036037038039010+0010+5011+ 0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+00PROP. GRADEPROP. 12" DIPWATERLINE 'A'15+89 PROP 48" STM X-ING INV 348.96 9+86PROP WET TAPBEGIN 12" TAPPING SLEEVE AND VALVE WITH GRIPPER GASKET CONNECTIONS10+03PROP 22. 5° BEND W/ DEFLECTION11+47PROP 45° BEND W/ DEFLECTION 15+28 6" FIRE LINE 1) 12" x 12" x 6" TEE 2) 2 - 12" GV 1) 6" GV 1) F.H. 1) STEEL PILE THRUST BLOCK 3. 5' MIN. PROP. COMPACT FILL TO A MINIMUM OF 95%(PER GEOTECHNICAL REPORT) CONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ONCROSSING11+78PROP SALAMANDERCROSSINGTUNNEL13+50PROPSALAMANDERCROSSINGTUNNEL14+71 PROP SALAMANDER CROSSING TUNNEL 15+60 PROP 22.5° BEND15+78PROP22. 5° BEND 16+13 PROP 45° BEND 16+28 PROP 22. 5° BEND 16+42PROP 11. 25° BEND 3. 0' MIN. BTMWTR 354. 48' TOP STM 353.36'CLEAR: 1.12'10+43PROP 45° BEND W/ DEFLECTION PROP. ARV10+ 41. 47PROPAIR RELEASE VALVE10+ 97PROP45° BENDW/ DEFLECTIONENDVALVE WITH GRIPPER GASKET CONNECTIONS STATE ROUTE 643 POLO GROUNDS ROADU.S. ROUTE 29SEMINOLE TRAIL LIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCE10,910 VPDR930'R850'PROP. 10'ASPHALTTRAILPROP.SALAMANDERCROSSING(TYP.; SEEDETAIL SHEETC-905)2' INVERTEDRETAINING WALLAND CULVERT HEADWALL SYSTEMPROP. 10'ASPHALTTRAIL2' INVERTED RETAININGWALL AND CULVERTHEAD WALL SYSTEMPROP. DESIGN SPEED 35 MPHPROP. 10'ASPHALT TRAIL50,000 VPD 1,069' FROM INTERSECTION OF SEMINOLE TRAIL ROAD TOINTERSECTION OF STELLA LANEPROP.MAINTENANCEESMT.PROP.MAINTENANCEESMT.PROP. LEVELSPREADERSEE WPO201800013 FORDETAILSPROP. 10'ASPHALTTRAIL2' INVERTED RETAININGWALL AND CULVERTHEAD WALL SYSTEM48" RCP 18" RCP18"RCP15" RCP15" RCP15" RCP15" RCP48" RCP W10+0010+ 15.0835635836036636436236036 0 36 0 354352354356358376 3 6 43623643663683703743723723543543523543563583 5 0350 352358356356 3529+85.7110+ 0011+ 0012+0013+0014+0015+0016+0017+0018+0019+0020+00STMA05STMA31STMA30STMA06STMA03124.36' - 18" RCP @ 2.25%246.94 18 RCP @ 0 62%47. 16' -15" RCP@ 0.60%62.01' - 15" RCP@ 0.60%229.65' - 15" RCP @ 2. 43%178. 96' - 15" RCP @ 1.00% PROP. 12" DIP WATERLINE 'A' PROP. 12" D I P W A T E R L I NEA SWMVARW22.5° BENDW/ DEFLECTIONWWPROP.12" DIP WATERLINE A STMA03ASTMA04WWWWWWWWWWWWWWWWWWWWWWWWWWSTMA01. 247.9 3 15" H D P E @ SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINEA (CONT.)38039040041042043044045046038039040041042043044045046024+5025+0025+5026+0026+5027+ 0027+5028+ 0028+5029+0029+5030+0030+ 5031+0031+5032+ 0032+5033+ 0033+5034+0034+5035+ 0035+50PROP. GRADEPROP. GRADEPROP. 12" DIPWATERLINE 'A'26+83PROP 15" STM X-INGINV 407.3425+ 64PROP 15" STM X-INGINV 396.52 27+ 95 PROP 15" STMX-ING INV 414.48 30+64 PROP STM X-ING INV 433.40 34+25 PROP 15" STM X-ING INV 441.63 35+ 11 PROP 15" STM X- ING INV 443.13 25+94PROP SAN X-INGINV 398. 36 27+82 PROP SAN X- ING INV 412.49 35+28 PROP 8" SAN X-ING INV 433.18 3. 5' MIN.3. 5' MIN.PROP. 12" DIPWATERLINE 'A'28+79 1) 12" x 12" x 6" TEE 2) 12" GV 1) 6" GV 1) F.H. 31+16 = BEGIN WATERLINES B & C 1) 12" x 12" x 12" X 6" CROSS 3) 12" GV 1) 6" GV31+716" FIRE LINE 1) 12" x12" x 6" TEE2) 12" GV1) 6" GV 1) F.H.35+60 = BEGINWATERLINESA1, A2 & G1) 12" x 12" CROSS 4) 12" GV BTM STM 408.11'TOP WTR 407.53' CLEAR: 0.57' BTM WTR 434. 80'TOP STM 434.30'CLEAR: 0.50'BTM WTR 417.26'TOP STM 415.91'CLEAR: 1.35'BTM WTR 448.22'TOP STM 443.76'CLEAR: 4.46'BTM WTR 401.08'TOP SAN 399.08'CLEAR: 2.00'BTM WTR 448.37'TOP SAN 435.56'CLEAR: 12.81'CONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSING24+77PROP 15" STM X-INGINV 396.5225+11 = 10+00 WATERLINES D & EPROP. 12" X 8" CROSS2) 12" GV2) 8" GV24+60 6" FIRE LINE1) 12" x 12" x 6" TEE2) 12" GV1) 6" GV1) F. H.BTM WTR 398.83' TOP STM 397.44' CLEAR: 1.39'BTM WTR 391.64'TOP STM 391.14'CLEAR: 0.50'34+65 6" FIRE LINE 1) 12" x 12" x 6" TEE 2) 12" GV 1) 6" GV 1) F.H.BTM WTR 446.04'TOP STM 443.06'CLEAR: 2.98' BTM WTR 416.39'TOP SAN 413.21' CLEAR: 3.18' AS NOTEDPW C-821WATERLINEPROFILESCONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineeringatthe request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. BohlerEngineeringmakes SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINEA143044045046043044045046010+0010+5011+0011+5012+0012+5013+0013+ 5014+0014+ 5015+0015+5016+0016+5017+ 00PROP. GRADE10+76PROP 15" STM X-INGINV 441.5413+27PROP 18" STM X- INGINV 439.60 15+73PROP15" STM X-INGINV444.51 16+70PROP 15" STMX-ING INV 443.67 14+00PROPSANX-INGINV437.40 3.5' MIN.10+00PROP WET TAP10+02PROP. 45° BEND 10+15PROP. 45° BEND10+501) 12" x 12" x 6" TEE2) 12" GV1) 6" GV1) F. H.13+85 = 10+52. 15 WATERLINE H1) 12" x 10" CROSS2) 12" GV2) 10" GV16+81 = 34+50.05WATERLINEABEGINWATERLINEG1) 12" x 12" CROSS2) 4" GVBTMWTR444.18'TOP STM 441.51'CLEAR: 2.67'BTM WTR 448.36'TOPSTM445. 10'CLEAR: 3.26'CONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSINGCONTRACTOR TO INSTALL20' OF W/ L INSULATIONCENTERED ON CROSSINGBTM STM 441.86'TOP WTR 441. 30'CLEAR: 0. 55'BTM WTR 446.95'TOPSTM445.94'CLEAR: 1.00'10+29PROP 24" STMX-INGINV 442.08BTMSTM441.30'TOPWTR440. 80'CLEAR: 0.50' TPPROP. 12" DIPWATERLINE A114+ 241) 12" x 12" x 6" TEE2) 12" GV1) 6" GV1) F.H. BTM WTR 445. 03'TOP SAN 435.65' CLEAR: 9.39'10+ 92PROP. 45° BEND11+ 00PROP. 45° BEND SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINEF35036037038035036037038010+0010+5011+0011+5012+ 0012+5013+ 0013+5014+0014+ 5015+0015+ 5016+0016+5017+ 0017+5018+ 0018+5019+0019+ 5020+0020+ 5021+0021+5022+ 0022+5023+0023+5024+0024+50PROP. GRADEPROP. GRADEPROP. GRADEPROP. 12" DIPWATERLINE FPROP. 12" DIPWATERLINE FPROP. 12" DIPWATERLINE F10+ 63PROP 15" STM X-INGINV 359.7412+45PROP 24" STM X- INGINV 360.34 14+ 95 PROP 30" STM X-ING INV 363.17 19+ 93 PROP 30" STM X- ING INV 368. 86 23+ 57 PROP 30" STM X-ING INV 360.66 10+ 00 = 19+00 WATERLINE A1) 12" x 12" TEE2) 3 - 12" GV10+37 6" FIRE LINE1) 12" x 12" x 6" TEE1) 6" GV1) F.H.16+36 45° BEND 16+56 45° BEND 20+08 1) 12" x 12" x 6" TEE 2) 2 - 12" GV 1) 6" GV 1) F.H.3.5' MIN.3.5' MIN.BTM STM 359.09'TOP WTR 358.09'CLEAR: 1.00'BTM STM 360.09'TOP WTR 358.92'CLEAR: 1.17'BTM WTR 371.84'TOP STM 370.67'CLEAR: 1.17'17+81 1) 2" CORP. STOP 1) 2" COPPER 1) 2" ARV IN METER BOX CONTRACTOR TO INSTALL20' OF W/ L INSULATIONCENTERED ON CROSSINGCONTRACTOR TO INSTALL20' OF W/ L INSULATIONCENTERED ON CROSSINGCONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSING12+55PROP 11.25° BEND12+91PROP 11.25° BEND 23+17 11.25° BEND 23+53 11.25° BEND 23+71 11.25° BEND 23+89 11.25° BEND BTM WTR 366.96' TOP STM 365. 96'CLEAR: 1. 00'CONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSING12+741) 12" x 12" x 6" TEE1) 6" GV1) F. H.CONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSINGBTM WTR 364. 26'TOP STM 363.44' CLEAR: 0.82'3.0' MIN.SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINE A244045046044045046010+0010+5011+0011+5012+0012+5013+0013+503.5' MIN.13+29 PROP 12" BOV AND W/L CAP 10+97 PROP STM X-ING BTM WTR 447.14'TOP STM 446.22'CLEAR: 0.92'10+00 = 34+50.05 WATERLINE A BEGIN WATERLINE A2 1) 12" x 12" CROSS 4) 12" GV CONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSING10+76 1) 12" X 12" X 6" TEE 2) 12" GV 1) 6" GV 1) FH 12+86 1) 12" TEE 3) 12" GV PROP. GRADECONSTRUCTIONAPPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient' sobligationto understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINE F ( CONT.)34035036037034035036037024+5025+ 0025+5026+ 0026+5027+0027+5028+0028+ 5029+0029+5030+ 0030+5031+ 0031+5032+0032+5033+0033+ 5034+00PROP. GRADEPROP. GRADEPROP. 12" DIPWATERLINE FPROP. 12" DIPWATERLINE F30+ 18 PROP DUAL 5' X 5' BOX STM X-ING 31+45 PROP 15" STM X-ING INV 343. 69 32+ 48 PROP 15" STM X-ING INV 344.45 32+95 PROP 15" STM X-ING INV 345.30 33+75 PROP 15" STM X- ING INV 347.31 29+25 45° BEND 29+ 48 45° BEND 30+02 1) 12" x 12" x 6" TEE 2) 2 - 12" GV 1) 6" GV 1) F.H. 33+00 90° BEND 33+60 PROP. BOV.3. 5' MIN. BTM WTR 345.63'TOP STM 345.12' CLEAR: 0. 51'BTM WTR 346.77'TOP STM 345.72'CLEAR: 1.05'BTM WTR 347.75' TOP STM 346.73'CLEAR: 1.02'BTM WTR 350.13' TOP STM 348.74'CLEAR: 1.39'BTM WTR 346.82'TOP STM 343.40'CLEAR: 3.42'CONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSINGCONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSINGCONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSING31+09 11. 25° BEND 31+ 27 11.25° BEND 33+66 1) 12" x 12" x 6" TEE 2) 2 - 12" GV 1) 6" GV 1) F.H.PROP. COMPACT FILL TO A MINIMUM OF 95%(PER GEOTECHNICAL REPORT)31+16 PROP 10' X 7'PEDESTRIAN ACCESS TUNNELSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINE D38039040041038039040041010+0010+50SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINE E38039040041038039040041010+0010+5011+ 00PROP. GRADEPROP. GRADEPROP. 8" DIPWATERLINE E10+38 PROP 15" STM X- ING INV 392.32 3.5' MIN.10+75 PROP. 8" BOV AND W/L CAP 10+00 = 25+11WATERLINEABEGINWATERLINED1) 12" x8" CROSS 2) 12" GV 2) 8" GV10+00 = 25+11 WATERLINE ABEGIN WATERLINE E 1) 12" x8" CROSS2) 12" GV 2) 8" GV 10+56PROP. 8" BOV AND W/LCAPBTMWTR395.02'TOPSTM393.37'CLEAR: 1.65'CONTRACTOR TO INSTALL20' OFW/LINSULATIONCENTEREDONCROSSINGPROP. 8" DIPWATERLINE DSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINE G43044045046043044045046010+0010+5011+0011+50SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINE H43044045046043044045046010+0010+5011+0011+50PROP. GRADEPROP. GRADEPROP. 10" DIPWATERLINE GPROP. 10" DIPWATERLINE H11+28 PROP 15" STM X-ING INV 444.26 11+06 PROP 24" STM X-ING INV 439.11 3.5' MIN.3.5' MIN.10+00 = 34+50.05 WATERLINE A BEGIN WATERLINE G 1) 12" x 12" CROSS 4) 12" GV 11+32 1) 12" BOV AND W/L CAP 11+37 1) 10" x 10" x 6" TEE 2) 10" GV 1) 6" GV 1) F.H. 10+00 1) 8" BOV AND W/L CAP 10+52 = 13+70.28 WATERLINE A1 1) 12" x 10" CROSS 2) 12" GV 2) 10" GV BTM WTR 446.71'TOP STM 445.69'CLEAR: 1.02'BTM WTR 444.73'TOPSTM441.35' CLEAR: 3. 38'11+44 1) 10" BOV AND W/L CAP CONTRACTOR TO INSTALL20' OF W/L INSULATIONCENTERED ON CROSSING10+ 23 PROP 8" SAN X-INGBTM WTR 444.62' TOP SAN 439.22' CLEAR: 5. 40'PROP. 8" DIPWATERLINE HSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALWATERLINE B43044045043044045010+0010+ SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIREHYDRANTA35036035036010+0010+5010+00PROP12" x 12" x 6" TEEPROP 6" GV10+09PROPFHASSEMBLYPROP. GRADESCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIREHYDRANTH44045046044045046010+0010+5010+00PROP 12" X 12" X 6" TEEPROP 6" GV10+38PROP FH ASSEMBLYSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIRE HYDRANT I36037036037010+ 0010+5010+00PROP 12" X 12" X 6" TEEPROP 6" GV10+15PROP FH ASSEMBLY SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIRE HYDRANT J37038037038010+ 0010+5010+00 PROP 12" X 12" X 6" TEE PROP 6" GV 10+08 PROP FH ASSEMBLY SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIREHYDRANT K34035036034035036010+0010+5010+00PROP12" X 12" X 6" TEE PROP 6" GV 10+09 PROP FH ASSEMBLY SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIRE HYDRANT L35036037035036037010+ 0010+5010+00 PROP 12" X 12" X6" TEEPROP6" GV10+14 PROP FH ASSEMBLY SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIRE HYDRANT M44045046044045046010+0010+5010+ 00 PROP 12" X 12" X 6" TEE PROP 6" GV 10+24 PROP FH ASSEMBLY 10+ 12PROP 15" STM X-ING PROP. GRADEPROP. GRADEPROP. GRADEPROP. GRADEPROP. GRADEPROP. GRADEBTM WTR 447.85'TOP STM 445.75' CLEAR: 2. 10'10+13PROP 4" STM UD-4 X-ING PROP. COMPACTEDFILLSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIRE HYDRANT N36037036037010+0010+ 5010+00 PROP 12" X 12" X 6" TEE PROP 6" GV 10+07 PROP FH ASSEMBLY PROP. GRADESCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIRE HYDRANT B39040039040010+0010+ 5010+00PROP 12" X 12" X 6" TEEPROP 6" GV10+17PROP FH ASSEMBLY PROP. GRADE10+ 14PROP 4" STM UD-4 X-ING SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIRE HYDRANT C42043042043010+0010+5010+00 PROP 12" X 12" X 6" TEE PROP 6" GV 10+39 PROP FH ASSEMBLY 10+17 PROP 8" SAN X-ING PROP. GRADE10+36 PROP 4" STM UD-4 X-ING BTM WTR 423.44'TOP SAN 418.16'CLEAR: 5.28'SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - HYDRANT D43044045043044045010+0010+5010+00 PROP 12" X 12" X 6" TEE PROP 6" GV 10+17 PROP FH ASSEMBLY 10+03 PROP 24" STM X-ING PROP. GRADEBTM WTR 439.24'TOP STM 436.19'CLEAR: 3.05'10+04 PROP 4" STM UD-4 X-ING SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIRE HYDRANT E44045046044045046010+0010+ 5010+00 PROP 12" X 12" X 6" TEE PROP 6" GV 10+24 PROP FH ASSEMBLY SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIRE HYDRANT F44045046044045046010+0010+5010+00 PROP 12" X 12" X 6" TEE PROP 6" GV 10+20 PROP FH ASSEMBLY SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALPROFILE - FIRE HYDRANT G44045044045010+ 0010+5010+00 PROP 12" X 12" X 6" TEE PROP 6" GV 10+ 26 PROP FH ASSEMBLY 10+12 PROP24" STM X-ING PROP. GRADEPROP. GRADEPROP. GRADE10+20 PROP 4" STM UD-4 X-ING BTM WTR 447. 37'