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Home My WebLink AboutWPO201800020 Plan - Other (not approved) 2019-05-07S46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 '305.77'SRPARPACTTW4' GRAVEL PATHDDEDDTTTUU1 STORYFRAMESHED 1 STORYCONCRETE BUILDINGFRAMESHEDTXBRI C K S I D EW A L K BR I C K / C O N C S I D E W A L KUGPUGPUGPUGTWWWWWW UGPUGPUGTUGPUTLUGTUGPUGTUGPUGPUGPUGT WW UGP UGPWW UGPUTL UGPUGTUGPUGTUGTUGTUGTUGPUGPWUTLUGTUGPUGPUGPUGPUG P WWWWWW UGPUGPWWUGPWWWW WWWGUGTUGTUGPWWWUGPUGPUGPUGPU G P UGPUGP UGPUGPUGPUGPUTLU G T UG TW W UGPUGPUGPUGPUFOUF O W WWW W WWWWWWUGTUFOW WUGPWWWUTLUGTWUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGG G UTLUTLUTLUTLW W UGTUGPUGPUGPUGPUGPUFO UFO UGPU G P UGPUGPUGPUGPUGP UGPUGPUGPUGP UGPUG P UGP UGPUGPUGPWWWWW WWWWWWXXXOHUOHUOHUOHUOHU OHUXX XXXXX X XX X XGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 2443444 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 45 6 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 448449 445 442 4 4 3 4 4 4 4464 4 7 4504 5 5 44744 8 449451452453454440438439441442443444446444455460453454456457458459461462445 450441 442 44 3 444 446447 448 449451 452453453 454455456457458459 460461462425 4304 3 5 440 42 2 4 2 342442642742842943143243343 443643743 8 43 9 441 415 420 425 430 4354 4 0 416 417 418 419 421 422423424 426 427 428429431 432 433 43 4 4364 3 7438 43 9 4 4 1442 443 44 4435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448449 45 1 445 450 444 446 447 448 449 451 45545 2 45 3 454 456 457 458 450 450 449 449 451445443444446 4504554474484494514524534544564574584594614614614614624624634634644554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 464430435429 431 432 4334344364374 3 0 4294314324 3 3434 445446 447 4 4 8 4 4 9 451 45245343543 5 4 3 4 44 7440 4454 3 8 439441442443444446446435432433434 436437440445438439441442443444 446447448 449435435 4354364374 3 8438 4384304294314 3 2 433434435433434436437438430431432425422423424426427428429430426427428429 431UGP WWUTL8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SANSSSSSW440441442443444WW442 440435 43543 5 436 440448 446 435425 415 440440 435 430445442443444420425430421422423424426427428429431432433420421 8'' SAN 429427425424423422421420418419431430428426424422420 12" MAPLE9" WHITE OAK(T I E L I N E ) G SAN6'' SAN6'' SANWW HWSHWRHWRHWSCHWRCHWSANALYSIS POINT 4ANALYSIS POINT 1ANALYSIS POINT 5ANALYSIS POINT 2PRE AREA 5-1PRE-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 5Tc = 7 MINPRE AREA 4-1PRE-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 4Tc = 6 MINPRE AREA 5-2PRE-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 5Tc = 13 MINPRE AREA 1-2PRE-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 1(ONSITE) (TOTAL)Tc = 7 MINPRE AREA 1-1PRE-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 1(OFFSITE)Tc = 6 MINPRE AREA 2-3PRE-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 2(OFFSITE)Tc = 6 MINPRE AREA 2-2PRE-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 2Tc = 7 MINPRE AREA 3-1PRE-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 3Tc = 8 MINPRE AREA 2-1PRE-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 2Tc = 8 MINEXISTINGPONDANALYSIS POINT 3(EXISTING POND)EXISTINGPONDJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 4:57 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2 SCALE 1"=50'100'50'0NAD 83 1''=50'C6.00STORMWATER MANAGEMENT SUMMARY - PRE-DEVELOPED NOTE:PRE-EXISTING CONDITIONS UTILIZED FOR PRE-DEVELOPMENTSTORMWATER CALCULATIONS REFLECT DATA FROM THEAIRBORNE SURVEY DATED 7/31/2017PRE-DEVELOPED DRAINAGE MAP S46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 '305.77'SRPARPACTTW4' GRAVEL PATHDDEDDTTTUU1 STORYFRAMESHED 1 STORYCONCRETE BUILDINGFRAMESHEDTXBRI C K S I D EW A L K BR I C K / C O N C S I D E W A L KUGPUGPUGPUGTWWWWWW UGPUGPUGTUGPUTLUGTUGPUGTUGPUGPUGPUGT WW UGP UGPWW UGPUTL UGPUGTUGPUGTUGTUGTUGTUGPUGPWUTLUGTUGPUGPUGPUGPUG P WWWWWW UGPUGPWWUGPWWWW WWWGUGTUGTUGPWWWUGPUGPUGPUGPU G P UGPUGP UGPUGPUGPUGPUTLU G T UG TW W UGPUGPUGPUGPUFOUF O W WWW W WWWWWWUGTUFOW WUGPWWWUTLUGTWUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGG G UTLUTLUTLUTLW W UGTUGPUGPUGPUGPUGPUFO UFO UGPU G P UGPUGPUGPUGPUGP UGPUGPUGPUGP UGPUG P UGP UGPUGPUGPWWWWW WWWWWWXXXOHUOHUOHUOHUOHU OHUXX XXXXX X XX X XGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 2443444 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 45 6 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 448449 445 442 4 4 3 4 4 4 4464 4 7 4504 5 5 44744 8 449451452453454440438439441442443444446444455460453454456457458459461462445 450441 442 44 3 444 446447 448 449451 452453453 454455456457458459 460461462425 4304 3 5 4 40 42 2 4 2 3 42 442642742842943143243343 443643743 8 43 9 441 415 420 425 430 4354 4 0 416 417 418 419 421 422423424 426 427 428429431 432 433 43 4 4364 3 7438 43 9 4 4 1442 443 44 4435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448449 45 1 445 450 444 446 447 448 449 451 45545 2 45 3 454 456 457 458 450 450 449 449 451445443444446 4504554474484494514524534544564574584594614614614614624624634634644554604524534544564574584594614 6 0 4 5 6 457 4 5 845 9 46 1 462463 464430435429 431 432 4334344364374 3 0 4294314324 3 3 434 445446 447 4 4 844 9 451 45245343543 5 4 3 4 44 7440 4454 3 8 439441442443444446446435432433434 436437440445438439441442443444 446447448 449435435 4354364374 3 8438 43843042943143 2433 434435433434436437438430431432425422423424426427428429430426427428429 431UGP WWUTL8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SANSSSSSW440441442443444WW442 440435 43543 5 436 440448 446 435425 415 44 0 440 435 430445442443444420425430421422423424426427428429431432433420421 8'' SAN 429427425424423422421420418419431430428426424422420 12" MAPLE9" WHITE OAK(T I E L I N E ) G SAN6'' SAN6'' SANWW HWSHWRHWRHWSCHWRCHWSANALYSIS POINT 4ANALYSIS POINT 1ANALYSIS POINT 5ANALYSIS POINT 2EXISTINGPONDANALYSIS POINT 3(EXISTING POND)EXISTINGPOND867' SHALLOWCONCENTRATED FLOW10' IMPERVIOUS857' MANAGED TURFAT 12%321' SHALLOW CONCENTRATED FLOW264' MANAGED TURF57' IMPERVIOUSAT 4.5%863' PIPE FLOW15" AT 6.7%100' SHEET FLOW100' MANAGED TURFAT 4.9%73' SHEET FLOW73' MANAGED TURFAT 4.5%224' SHALLOW CONCENTRATED FLOW85' MANAGED TURF139' IMPERVIOUSAT 4.2%170' PIPE FLOW15" AT 5.6%100' SHEET FLOW100' MANAGED TURFAT 4.6%1297' SHALLOW CONCENTRATED FLOW1039' MANAGED TURF258' IMPERVIOUSAT 4.0%382' SHALLOW CONCENTRATED FLOW223' MANAGED TURF159' IMPERVIOUSAT 5.6%100' SHEET FLOW100' MANAGED TURFAT 7.6%57' SHALLOW CONCENTRATED FLOW57' MANAGED TURFAT 7.6%224' PIPE FLOW15" AT 7%100' SHEET FLOW100' MANAGED TURFAT 4.0%225' SHALLOW CONCENTRATED FLOW225' MANAGED TURFAT 25%100' SHEET FLOW60' MANAGED TURF40' IMPERVIOUSAT 4.5%100' SHEET FLOW100' MANAGED TURFAT 10%92' SHALLOW CONCENTRATED FLOW92' MANAGED TURFAT 10%100' SHEET FLOW95' MANAGED TURF5' IMPERVIOUSAT 10%JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 4:57 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2 SCALE 1"=50'100'50'0NAD 83 1''=50'C6.01STORMWATER MANAGEMENT SUMMARY - PRE-DEVELOPED FLOW PATHS NOTE:PRE-EXISTING CONDITIONS UTILIZED FOR PRE-DEVELOPMENTSTORMWATER CALCULATIONS REFLECT DATA FROM THEAIRBORNE SURVEY DATED 7/31/2017PRE-DEVELOPED DRAINAGE MAP S46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 'SRPARPACTTW4' GRAVEL PATHEDD1 STORYFRAMESHED 1 STORYCONCRETE BUILDINGTXBRI C K S I D EW A L KUGPUGPUGPUGTW WWWWWUGPUGPUGTUGPUTLUGTUGPUGTUGPUGPUGPUGT WW UGP UGPWW UGPUTL UGPUGTUGPUGTUGTUGTUGPUGPWUTLUGTUGPUGPUGPUGPUG P UGPUGPWWW GUGTUGTUGPUGPU G P UGPUGP UGPUTLU G T UG T UGPUGPUGPWWUTLUGTWUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGG G UTLUTLW W UGPUGPUGPUGPUGPUFO UFO UGPUGP UGPUGPUGPUGP UGPUGPXOHU OHU OHU OHU OHU OHUXX XXXXX X XX X XGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 2443444 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 45 6 457458 459 461 462 4634 5 1 4 5 2 45 3 4 5 4 448449 445 442 4 4 3 4 4 4 44644 7 4504 5 5 4474 4 8 449451452453454440438439441442443444446444455460453454456457458459461462445 450441 442 44 3 444 446447 448 449451 452453453 454455456457458459 460461462425 4304 3 5 440 42 2 4 2 342442642742842943143 243343 443643743 8 43 9 441 415 420 425 430 4354 4 0 416 417 418 419 421 422423424 426 427 428429431 432 433 43 4 4364 3 7438 43 9 4 4 1442 443 44 4435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448449 45 1 445 450 444 446 447 448 449 451 45545 2 45 3 454 456 457 458 450 450 449 449 451445443444446 4504554474484494514524534544564574584594614614614614624624634634644554604524534544564574584594614 6 0 4 5 6 457 4 5 845 9 46 1 462463 464430435429 431 432 4334344364374 3 0 4294314324 3 3434 445446 447 4 4 8 4 4 9 451 45245343543 5 4 3 4 44 7440 4454 3 8 439441442443444446446435432433434 436437440445438439441442443444 446447448 449435435 4354364374 3 8438 4384304294314 3 2 433434435433434436437438430431432425422423424426427428429430426427428429 431UGP W8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SANSS440441442443444WW442 440435 43543 5 436 440448 446 435425 415 440440 435 430445442443444420425430421422423424426427428429431432433420421 8'' SAN 429427425424423422421420418419431430428426424422420 (T I E L I N E ) G SANWW HWSHWRHWRHWSCHWRCHWSDDDDDDDDDDDDDDDDDD423 422 421 4 3 6 437438 439 441 444 44644444644744844 3 44 2 44 1 451452449448456 457 458 459 4 6 1 449447446444448 4474 4 8447 44144244344444644744844945 1454 4564 5 7 464 444 43443 4 4364514524544534524514494494484474 5 2 424 42 5 426 42 7 42 8 429 431 432 433 431 434 436 438 437 439 457462 444446 447448 449 451 452 453 454 456458459461 463 4 5 4 453 454426427429430431431432433434435430429428426425428429430 43 9 4 3 8428427 451 443 442 446447448449 451 441 439 438437453452 432 433 441 442 4 4 3444 466 455454428436427430431432427428431 446443 454453452 452 452 442 443 444446 447446447448448 449433 433437 456454453452451436449448447446445444463462461465433432431429 428428 453454455455454454455464462456457458459460458459465464 4524 5 3 4544 4 8 44 7 446445444443442441440 448 4 46 4 4444 2 463461459458457456455456457458466420 435440445440450 460 445445455465440 430 4 5 0 45545 0 450440430 440 46 0 455450 450 445 455 445 435465450 435 445 4454454504554504354654604654604604344584 5 9 46 0 461 462 UGP8''F8''F8''F UGPUGPHWRCHWRCHWS6''W4''WHWS8''F6''W6''W6''W6''W 6''W 6'' W SSPSAGGGGGGGGGG4''W4''W4''W4''W4''W8''F8''F8''F8''F8'' F 8''F 8''F8''FG G8''F8''F8''FSANSANSAN SANSANSANSX XSSSSSSSSSSSANSA N SANUGPG GGG GGG8'' F GGSXX2' 'W6''W6''WPOST AREA 1-3POST-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 1(OFFSITE, DETAINED)Tc = 7 MINANALYSIS POINT 4ANALYSIS POINT 1ANALYSIS POINT 5ANALYSIS POINT 2POST AREA 5-3POST-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 5Tc = 6 MINPOST AREA 5-4POST-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 5Tc = 13POST AREA 1-6POST-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 1(ONSITE, UNDETAINED)Tc = 6 MINPOST AREA 1-5POST-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 1(ONSITE, DETAINED)Tc = 7 MINPOST AREA 2-4POST-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 2(OFFSITE, DETAINED)Tc = 6 MINPOST AREA 2-5POST-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 2(ONSITE, UNDETAINED)Tc = 6 MINPOST AREA 4-4POST-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 4Tc = 6 MINPOST AREA 4-2POST-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 4(ONSITE, UNDETAINED)Tc = 6 MINPOST AREA 3-2POST-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 3(ONSITE, UNDETAINED)Tc = 8 MINPOST AREA 2-6POST-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 2(ONSITE, DETAINED)Tc = 6 MINPOST AREA 2-7POST-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 2(ONSITE, DETAINED)Tc = 8 MINEXISTINGPONDBIORETENTION FACILITY 3BIORETENTIONFACILITY 2EXISTINGBIORETENTIONFACILITY 1SWM 2SWM 1BIORETENTIONFACILITY 4POST AREA 4-5POST-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 4Tc = 6 MINPOST AREA 1-4POST-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 1(ONSITE, DETAINED)Tc = 6 MINPOST AREA 4-3POST-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 4Tc = 6 MINPOST AREA 2-8POST-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 2(ONSITE, UNDETAINED)Tc = 7 MINPOST AREA 4-6POST-DEVELOPED DRAINAGEAREA TO ANALYSIS POINT 1(ONSITE, UNDETAINED)Tc = 6 MINPOST AREA 4-2POST-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 4(ONSITE, UNDETAINED)Tc = 6 MINANALYSIS POINT 3(EXISTING POND)EXISTINGPONDUTILITY INSTALLATION NOTINCLUDED WITHIN STORMWATERDESIGN CALCULATIONS.STORMWATER DRAINAGEPATTERNS AND LAND COVER TOREMAIN THE SAME.POST AREA 4-7POST-DEVELOPED DRAINAGE AREATO ANALYSIS POINT 4Tc = 7 MINAREA OF UTILITY INSTALLATION ANDMECHANICAL YARD NOT INCLUDED WITHINQUANTITY/QUALITY CALCULATIONS. SEEPLAN TITLED "KESWICK HALL SPA" WPO201800078 FOR STORWMATER TREATMENTINFORMATION.DDDJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 4:58 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2 SCALE 1"=50'100'50'0NAD 83 1''=50'C6.02STORMWATER MANAGEMENT SUMMARY - POST-DEVELOPEDPOST-DEVELOPED DRAINAGE MAP S46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 '305.77'SRPARPACTTW4' GRAVEL PATHEDD1 STORYFRAMESHED 1 STORYCONCRETE BUILDINGTXBRI C K S I D EW A L KUGPUGPUGPUGTW WWWWWUGPUGPUGTUGPUTLUGTUGPUGTUGPUGPUGPUGT WW UGP UGPWW UGPUTL UGPUGTUGPUGTUGTUGTUGPUGPWUTLUGTUGPUGPUGPUGPUG P UGPUGPWWW GUGTUGTUGPUGPU G P UGPUGP UGPUTLU G T UG T UGPUGPUGPWWUTLUGTWUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGG G UTLUTLW W UGPUGPUGPUGPUGPUFO UFO UGPUGP UGPUGPUGPUGP UGPUGPXOHU OHU OHU OHU OHU OHUXX XXXXX X XX X XGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 2443444 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 45 6 457458 459 461 462 4634 5 1 4 5 2 45 3 4 5 4 448449 445 442 4 4 3 4 4 4 44644 7 4504 5 5 4474 4 8 449451452453454440438439441442443444446444455460453454456457458459461462445 450441 442 44 3 444 446447 448 449451 452453453 454455456457458459 460461462425 4304 3 5 440 42 2 4 2 342442642742842943143 243343 443643743 8 43 9 441 415 420 425 430 4354 4 0 416 417 418 419 421 422423424 426 427 428429431 432 433 43 4 4364 3 7438 43 9 4 4 1442 443 44 4435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448449 45 1 445 450 444 446 447 448 449 451 45545 2 45 3 454 456 457 458 450 450 449 449 451445443444446 4504554474484494514524534544564574584594614614614614624624634634644554604524534544564574584594614 6 0 4 5 6 457 4 5 845 9 46 1 462463 464430435429 431 432 4334344364374 3 0 4294314324 3 3434 445446 447 4 4 8 4 4 9 451 45245343543 5 4 3 4 44 7440 4454 3 8 439441442443444446446435432433434 436437440445438439441442443444 446447448 449435435 4354364374 3 8438 4384304294314 3 2 433434435433434436437438430431432425422423424426427428429430426427428429 431UGP W8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SANSSSS440441442443444WW442 440435 43543 5 436 440448 446 435425 415 440440 435 430445442443444420425430421422423424426427428429431432433420421 8'' SAN 429427425424423422421420418419431430428426424422420 (T I E L I N E ) G SANWW HWSHWRHWRHWSCHWRCHWSDDDDDDDDDDDDDDDDDD423 422 421 4 3 6 437438 439 441 444 44644444644744844 3 44 2 44 1 451452449448456 457 458 459 4 6 1 449447446444448 4474 4 8447 44144244344444644744844945 1454 4564 5 7 464 444 43443 4 4364514524544534524514494494484474 5 2 424 42 5 426 42 7 42 8 429 431 432 433 431 434 436 438 437 439 457462 444446 447448 449 451 452 453 454 456458459461 463 4 5 4 453 454426427429430431431432433434435430429428426425428429430 43 9 4 3 8428427 451 443 442 446447448449 451 441 439 438437453452 432 433 441 442 4 4 3444 466 455454428436427430431432427428431 446443 454453452 452 452 442 443 444446 447446447448448 449433 433437 456454453452451436449448447446445444463462461465433432431429 428428 453454455455454454455464462456457458459460458459465464 4524 5 3 4544 4 8 44 7 446445444443442441440 448 4 46 4 4444 2 463461459458457456455456457458466420 435440445440450 460 445445455465440 430 4 5 0 45545 0 450440430 440 46 0 455450 450 445 455 445 435465450 435 445 4454454504554504354654604654604604344584 5 9 46 0 461 462 UGP8''F8''F8''F UGPUGPHWRCHWRCHWS6''W4''WHWS8''F6''W6''W6''W6''W 6''W 6'' W SSPSAGGGGGGGGGG4''W4''W4''W4''W4''W8''F8''F8''F8''F8'' F 8''F 8''F8''FG G8''F8''F8''FSANSANSAN SANSANSANX XUGPG GGG GGG8'' F GGXX2' 'W6''W6''WANALYSIS POINT 4ANALYSIS POINT 1ANALYSIS POINT 5ANALYSIS POINT 2EXISTINGPONDANALYSIS POINT 3(EXISTING POND)EXISTINGPONDDDD863' PIPE FLOW15" AT 6.7%100' SHEET FLOW100' MANAGED TURFAT 16%58' SHALLOW CONCENTRATED FLOW58' MANAGED TURFAT 14.2%100' SHEET FLOW100' MANAGED TURFAT 7.6%100' SHEET FLOW100' IMPERVIOUSAT 5%224' PIPE FLOW15" AT 7%BIORETENTION FACILITY 3BIORETENTIONFACILITY 2EXISTINGBIORETENTIONFACILITY 1SWM 2SWM 1BIORETENTIONFACILITY 4100' SHEET FLOW100' IMPERVIOUSAT 5%108' SHALLOW CONCENTRATED FLOW108' IMPERVIOUSAT 5%146' PIPE FLOW15" AT 0.5%100' SHEET FLOW100' MANAGED TURFAT 10%254' SHALLOW CONCENTRATED FLOW254' MANAGED TURFAT 12%1297' SHALLOW CONCENTRATED FLOW1039' MANAGED TURF258' IMPERVIOUSAT 4.0%58' SHALLOW CONCENTRATED FLOW58' MANAGED TURFAT 14.2%100' SHEET FLOW60' MANAGED TURF40' IMPERVIOUSAT 6%70' SHALLOW CONCENTRATED FLOW70' IMPERVIOUSAT 10%100' SHEET FLOW55' IMPERVIOUS45' MANAGED TURFAT 5%100' SHEET FLOW100' IMPERVIOUSAT 5.5%370' SHALLOW CONCENTRATED FLOW370' IMPERVIOUSAT 5.5%100' SHEET FLOW90' IMPERVIOUS10' MANAGED TURFAT 3.5%54' SHALLOW CONCENTRATED FLOW20' MANAGED TURF34' IMPERVIOUSAT 4.0%164' PIPE FLOW15" AT 0.5%100' SHEET FLOW100' IMPERVIOUSAT 3.8%71' SHALLOW CONCENTRATED FLOW35' IMPERVIOUS36' MANAGED TURFAT 4.0%29' PIPE FLOW12" AT 4.3%287' PIPE FLOW15" AT 3.5%100' SHEET FLOW79' IMPERVIOUS21' MANAGED TURFAT 5.0%162' SHALLOW CONCENTRATED FLOW162' IMPERVIOUSAT 12%90' PIPE FLOW15" AT 6.5%714' PIPE FLOW12" AT 4%100' SHEET FLOW95' MANAGED TURF5' IMPERVIOUSAT 10%867' SHALLOWCONCENTRATED FLOW10' IMPERVIOUS857' MANAGED TURFAT 12%100' SHEET FLOW95' IMPERVIOUS5' MANAGED TURFAT 5.0%180' SHALLOW CONCENTRATED FLOW180' PERVIOUSAT 7%JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 4:58 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2 SCALE 1"=50'100'50'0NAD 83 1''=50'C6.03STORMWATER MANAGEMENT SUMMARY - POST-DEVELOPED FLOW PATHSPOST-DEVELOPED DRAINAGE MAP JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 4:58 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2N/AC6.04STORMWATER MANAGEMENT SUMMARY - DETAILS SITE DATAPRE DEVELOPED AREAIMPERVIOUS = 2.97 ACRESMANAGED TURF = 6.71 ACRESPRE DEVELOPMENT LOAD (TP) (LB/YR) = 10.26POST DEVELOPED AREAIMPERVIOUS = 4.84 ACRESMANAGED TURF = 4.84 ACRESPOST DEVELOPMENT LOAD (TP) (LB/YR) = 13.25MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20%TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 5.12 LB/YRTOTAL LOAD REDUCTION ACHIEVED (LB/YR) = 3.76 LB/YRREMAINING LOAD REDUCTION REQUIRED (LB/YR) = 1.37 LB/YRONSITE TREATMENT PROPOSEDSTORMWATER CREDITS PURCHASED = 1.37 LB/YRWATER QUALITY ANALYSISDRAINAGE AREA ANALYSIS (PRE-DEVELOPED)PRE AREA 1-1 TO ANALYSIS POINT 1 (OFFSITE)AREA = 0.35 ACRES1-YEAR STORM CN = 852 & 10-YEAR STORM CN = 85Q (CFS)V (AC-FT)1 YEAR0.900.0442 YEAR1.2010 YEAR2.11PRE AREA 1-2 TO ANALYSIS POINT 1 (ONSITE)AREA = 1.76 ACRES1-YEAR STORM CN = 852 & 10-YEAR STORM CN = 85Q (CFS)V (AC-FT)1 YEAR4.520.2232 YEAR6.0410 YEAR10.59AREAS COMBINED (PRE AREA 1-1 + PRE AREA 1-2)Q (CFS)1 YEAR5.422 YEAR7.2410 YEAR12.70DRAINAGE AREA ANALYSIS (POST-DEVELOPED)POST AREA 1-3 TO ANALYSIS POINT 1 (OFFSITE, DETAINED)AREA = 0.35 ACRES1-YEAR STORM CN = 852 & 10-YEAR STORM CN = 85[VRRM SPREADSHEET D.A. A]Q (CFS)V (AC-FT)1 YEAR 0.900.0442 YEAR1.2010 YEAR2.11POST AREA 1-4 TO ANALYSIS POINT 1 (ONSITE, DETAINED)AREA = 1.19 ACRES1 & 2-YEAR STORM CN = 8710-YEAR STORM CN = 88[VRRM SPREADSHEET D.A. B]Q (CFS)V (AC-FT)1 YEAR 3.390.1652 YEAR4.6110 YEAR7.77POST AREA 1-5 TO ANALYSIS POINT 1 (ONSITE, DETAINED)AREA = 0.50 ACRES1-YEAR STOM CN = 852 & 10-YEAR STORM CN = 86[VRRM SPREADSHEET D.A. C]Q (CFS)V (AC-FT)1 YEAR 1.280.0632 YEAR1.7810 YEAR3.07POST AREA 1-6 TO ANALYSIS POINT 1 (ONSITE, UNDETAINED)AREA = 0.27 ACRES1-YEAR STORM CN = 922 & 10-YEAR STORM CN = 92[VRRM SPREADSHEET D.A. D]Q (CFS)V (AC-FT)1 YEAR 0.930.0472 YEAR 1.1810 YEAR1.89EXISTING BIORETENTION 1 (POST AREA 1-3 + POST AREA 1-5)Q (CFS)1 YEAR0.052 YEAR 0.2610 YEAR4.41BIORETENTION 4 (POST AREA 1-4)Q (CFS)1 YEAR2.252 YEAR 4.3410 YEAR8.29AREAS COMBINED(EXISTING BIORETENTION 1 + BIORETENTION 4 + POST AREA 1-6)Q (CFS)1 YEAR 2.742 YEAR 5.4210 YEAR12.60WATER QUANTITY ANALYSIS POINT 1CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED ≤ 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED Q MAX (1-YR) ≤ 0.80*(4.52 * 0.223)AC-FT / (0.275)AC-FT = 2.93 CFS2.93 CFS + 0.90 CFS (POST AREA 1-3) = 3.83 CFSQ(1-YR) POST-DEVELOPED = 2.74 CFSOKFLOOD PROTECTION:POST-DEVELOPED Q ≤ PRE-DEVELOPED QOK5.42 CFS (POST-DEVELOPED Q2) ≤ 5.42 CFS (PRE-DEVELOPED Q2)OK12.60 CFS (POST-DEVELOPED Q10) ≤ 12.70 CFS (PRE-DEVELOPED Q10)*SEE SHEET C6.07 FOR CURVE NUMBER REDUCTION CALCULATIONS - VRRMDRAINAGE AREA ANALYSIS (PRE-DEVELOPED)PRE AREA 2-1 TO ANALYSIS POINT 2 (ONSITE)AREA = 1.87 ACRES1-YEAR STORM CN = 842 & 10-YEAR STORM CN = 84Q (CFS)V (AC-FT)1 YEAR4.440.2262 YEAR6.0010 YEAR10.69PRE AREA 2-2 TO ANALYSIS POINT 2 (ONSITE)AREA = 1.14 ACRES1-YEAR STORM CN = 872 & 10-YEAR STORM CN = 87 Q (CFS)V (AC-FT)1 YEAR3.190.1582 YEAR4.1910 YEAR7.15PRE AREA 2-3 TO ANALYSIS POINT 2 (OFFSITE)AREA = 0.44 ACRES1-YEAR STORM CN = 982 & 10-YEAR STORM CN = 98Q (CFS)V (AC-FT)1 YEAR1.760.0992 YEAR2.1510 YEAR3.26ONSITE AREAS COMBINED (PRE 2-1 + PRE 2-2)Q (CFS)1 YEAR7.612 YEAR10.1710 YEAR17.81TOTAL AREAS COMBINED (PRE 2-1 + PRE 2-2 + PRE 2-3)Q (CFS)1 YEAR9.312 YEAR 12.2510 YEAR20.99DRAINAGE AREA ANALYSIS (POST-DEVELOPED)POST AREA 2-4 TO ANALYSIS POINT 2 (OFFSITE, DETAINED)AREA = 0.44 ACRES1-YEAR STORM CN = 982 & 10-YEAR STORM CN = 98[VRRM SPREADSHEET D.A. A]Q (CFS)V (AC-FT)1 YEAR1.760.0992 YEAR2.1510 YEAR3.26POST AREA 2-5 TO ANALYSIS POINT 2 (ONSITE, UNDETAINED)AREA = 0.69 ACRES1-YEAR STORM CN = 822 & 1O-YEAR STORM CN = 82[VRRM SPREADSHEET D.A. B] Q (CFS)V (AC-FT)1 YEAR1.570.0762 YEAR2.1510 YEAR3.95POST AREA 2-6 TO ANALYSIS POINT 2 (ONSITE, DETAINED)AREA = 0.40 ACRES1-YEAR STORM CN = 942 & 1O-YEAR STORM CN = 94[VRRM SPREADSHEET D.A. C] Q (CFS)V (AC-FT)1 YEAR1.470.0762 YEAR1.8310 YEAR2.87POST AREA 2-7 TO ANALYSIS POINT 2 (ONSITE, DETAINED)AREA = 1.10 ACRES1-YEAR STORM CN = 882 & 1O-YEAR STORM CN = 88[VRRM SPREADSHEET D.A. D] Q (CFS)V (AC-FT)1 YEAR3.110.1602 YEAR4.0610 YEAR6.84POST AREA 2-8 TO ANALYSIS POINT 2 (ONSITE, UNDETAINED)AREA = 1.04 ACRES1-YEAR STORM CN = 872 & 1O-YEAR STORM CN = 87[VRRM SPREADSHEET D.A. E] Q (CFS)V (AC-FT)1 YEAR2.910.1442 YEAR3.8210 YEAR6.53SWM 1 (200 LF OF 72" CMP) (POST 2-4 + POST 2-6 + POST 2-7)Q (CFS)1 YEAR 1.702 YEAR6.8110 YEAR10.67AREAS COMBINED (SWM 1 + POST 2-5 + POST 2-8)Q (CFS)1 YEAR5.932 YEAR10.7910 YEAR20.84WATER QUANTITY ANALYSIS POINT 2CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED ≤ 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED Q MAX *1-YR) ≤ 0.80*(7.61 * 0.384)AC-FT / (0.555)AC-FT = 4.22 CFS4.22 CFS + 1.76 CFS (2-3) = 5.98 CFSQ (1-YR) POST-DEVELOPED = 5.93 CFSOKFLOOD PROTECTION:POST-DEVELOPED Q ≤ PRE-DEVELOPED QOK10.79 CFS (POST-DEVELOPED Q2) ≤ 12.25 CFS (PRE-DEVELOPED Q2)OK20.84 CFS (POST-DEVELOPED Q10) ≤ 20.99 CFS (PRE-DEVELOPED Q10)*SEE SHEET C6.07 FOR CURVE NUMBER REDUCTION CALCULATIONS - VRRMDRAINAGE AREA ANALYSIS (PRE-DEVELOPED)PRE AREA 5-1 TO ANALYSIS POINT 5AREA = 0.56 ACRES1-YEAR STORM CN = 842 & 10-YEAR STORM CN = 84[VRRM SPREADSHEET D.A. A] Q (CFS)V (AC-FT)1 YEAR1.370.0682 YEAR1.8510 YEAR3.30PRE AREA 5-2 TO ANALYSIS POINT 5AREA = 0.92 ACRES1-YEAR STORM CN = 912 & 10-YEAR STORM CN = 91[VRRM SPREADSHEET D.A. B] Q (CFS)V (AC-FT)1 YEAR2.480.1532 YEAR3.1610 YEAR5.15AREAS COMBINED (PRE 5-1 + PRE 5-2)Q (CFS)1 YEAR3.662 YEAR4.7710 YEAR8.04DRAINAGE AREA ANALYSIS (POST-DEVELOPED)POST AREA 5-3 TO ANALYSIS POINT 5 (ONSITE, UNDETAINED)AREA = 0.56 ACRES1-YEAR STORM CN = 892 & 10-YEAR STORM CN = 89[VRRM SPREADSHEET D.A. C] Q (CFS)V (AC-FT)1 YEAR 1.730.0852 YEAR2.2410 YEAR3.73POST AREA 5-4 TO ANALYSIS POINT 5 (ONSITE, UNDETAINED)AREA = 0.60 ACRES1-YEAR STORM CN = 932 & 10-YEAR STORM CN = 93[VRRM SPREADSHEET D.A. D] Q (CFS)V (AC-FT)1 YEAR 1.730.1092 YEAR2.1810 YEAR3.46AREAS COMBINED (POST 5-3 + POST 5-4)Q (CFS)1 YEAR3.252 YEAR 4.1510 YEAR6.75WATER QUANTITY ANALYSIS POINT 5CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED ≤ 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPEDOK3.25 CFS ≤ 0.80*(3.66 * 0.221)AC-FT / (0.194)AC-FT = 3.34 CFSFLOOD PROTECTION:POST-DEVELOPED Q ≤ PRE-DEVELOPED QOK4.15 CFS (POST-DEVELOPED Q2) ≤ 4.77 CFS (PRE-DEVELOPED Q2)OK6.75 CFS (POST-DEVELOPED Q10) ≤ 8.04 CFS (PRE-DEVELOPED Q10)*SEE SHEET C6.07 FOR CURVE NUMBER REDUCTION CALCULATIONS - VRRMDRAINAGE AREA ANALYSIS (PRE-DEVELOPED)AREA 4-1 TO ANALYSIS POINT 4AREA = 2.02 ACRES1-YEAR STORM CN = 872 & 10-YEAR STORM CN = 87Q (CFS)V (AC-FT)1 YEAR5.760.2812 YEAR7.5710 YEAR12.94DRAINAGE AREA ANALYSIS (POST-DEVELOPED)POST AREA 4-2 TO ANALYSIS POINT 4 (ONSITE, UNDETAINED)AREA = 0.36 ACRES1-YEAR STORM CN = 912 & 10-YEAR STORM CN = 91[VRRM SPREADSHEET D.A. A]Q (CFS)V (AC-FT)1 YEAR 1.200.0602 YEAR1.5310 YEAR2.48POST AREA 4-3 TO ANALYSIS POINT 4 (ONSITE, DETAINED)AREA = 0.62 ACRES1-YEAR STORM CN = 862 & 10-YEAR STORM CN = 87[VRRM SPREADSHEET D.A. B]Q (CFS)V (AC-FT)1 YEAR 1.690.0822 YEAR2.3210 YEAR3.97BIORETENTION 2 (POST AREA 4-3) Q (CFS)1 YEAR 0.002 YEAR0.0710 YEAR2.56POST AREA 4-4 TO ANALYSIS POINT 4 (ONSITE, DETAINED)AREA = 0.32 ACRES1-YEAR STORM CN = 822-YEAR STORM CN = 8310-YEAR STORM CN = 84[VRRM SPREADSHEET D.A. C]Q (CFS)V (AC-FT)1 YEAR 0.710.0352 YEAR1.0610 YEAR1.88BIORETENTION 3 (POST AREA 4-4) Q (CFS)1 YEAR 0.002 YEAR0.0010 YEAR0.16POST AREA 4-5 TO ANALYSIS POINT 4 (ONSITE, DETAINED)AREA = 0.53 ACRES1-YEAR STORM CN = 902 & 10-YEAR STORM CN = 90[VRRM SPREADSHEET D.A. D]Q (CFS)V (AC-FT)1 YEAR 1.700.0842 YEAR2.1810 YEAR3.59POST AREA 4-6 TO ANALYSIS POINT 4 (ONSITE, UNDETAINED)AREA = 0.54 ACRES1-YEAR STORM CN = 892 & 10-YEAR STORM CN = 90[VRRM SPREADSHEET D.A. E]Q (CFS)V (AC-FT)1 YEAR 1.670.0822 YEAR2.2210 YEAR3.66POST AREA 4-7 TO ANALYSIS POINT 4 (ONSITE, DETAINED)AREA = 0.19 ACRES1-YEAR STORM CN = 882 & 10-YEAR STORM CN = 89Q (CFS)V (AC-FT)1 YEAR 0.550.0282 YEAR0.7410 YEAR1.24SWM 2 (160 LF OF 48" CMP)(POST AREA 4-5 + POST AREA 4-7 + BIORETENTION 2 + BIORETENTION 3)Q (CFS)1 YEAR0.412 YEAR2.6610 YEAR6.06AREAS COMBINED (SWM 2 + POST AREA 4-2 + POST AREA 4-6)Q (CFS)1 YEAR 3.202 YEAR 5.0110 YEAR12.06WATER QUANTITY ANALYSIS POINT 4CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED ≤ 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPEDOK3.20 CFS ≤ 0.80*(5.76 * 0.281)AC-FT / (0.371)AC-FT = 3.49 CFSFLOOD PROTECTION:POST-DEVELOPED Q ≤ PRE-DEVELOPED QOK5.01 CFS (POST-DEVELOPED Q2) ≤ 7.72 CFS (PRE-DEVELOPED Q2)OK12.06 CFS (POST-DEVELOPED Q10) ≤ 13.20 CFS (PRE-DEVELOPED Q10)*SEE SHEET C6.07 FOR CURVE NUMBER REDUCTION CALCULATIONS - VRRMTHIS PROJECT INCLUDES THE CONSTRUCTION OF A LAUNDRY FACILITY, VARIOUS BUILDING ADDITIONS AND ASSOCIATED PARKING & UTILITIES. BASED ON THE LIMITS OFDISTURBANCE, THIS PROJECT CONSISTS OF FIVE (5) ANALYSIS POINTS FOR STORMWATER QUANTITY MEASUREMENTS. PRE-DEVELOPED CONDITIONS WEREESTABLISHED FROM THE AIRBORNE SURVEY DATED 7/31/17. ALL DEMOLITION AND CONSTRUCTION SHOWN AS PART OF THE "KESWICK HALL CENTRAL ENERGY PLANTDEMOLITION AND RENOVATION" HAS BEEN OMITTED FROM ALL PRE-DEVELOPED CALCULATIONS.STORMWATER RUNOFF DRAINING TO ANALYSIS POINT 1 WILL UTILIZE BIORETENTION FACILITY 4 AND THE EXISTING BIORETENTION FACILITY 1, TO BE CONSTRUCTED ASPART OF THE PLANS TITLED "KESWICK HALL CENTRAL ENERGY PLANT DEMOLITION AND RENOVATION". BIORETENTION FACILITY 1 HAS BEEN DESIGNED TO TREATADDITIONAL DRAINAGE AREA AS PROPOSED IN THIS PLAN FOR STORMWATER QUANTITY PURPOSES ONLY. ENERGY BALANCE AND CHANNEL PROTECTIONREQUIREMENTS ARE MET THROUGH THE USE OF BIORETENTION FACILITY 4 AND EXISTING BIORETENTION FACILITY 1.STORMWATER RUNOFF DRAINING TO ANALYSIS POINT 2 WILL UTILIZE A CMP DETENTION PIPE TO MEET ENERGY BALANCE AND CHANNEL PROTECTION REQUIREMENTS.ANALYSIS POINT 2 CONSISTS OF SEVERAL SUB-DRAINAGE AREAS WITH VARYING TIME OF CONCENTRATIONS. AREA 2-4 DRAINS TO THE EAST AND ULTIMATELY REACHESTHE NORTHERN MOST PONDS LOCATED WITHIN THE GOLF COURSE. THIS POND OUTFALLS TO THE EXISTING POND TO THE SOUTH, ASSOCIATED WITH ANALYSIS POINT 2AS SEEN ON SHEET C6.0.STORMWATER RUNOFF TO ANALYSIS POINT 3 (GOLF COURSE) SHEET FLOWS FROM THE PROPOSED LIMITS OF DISTURBANCE ONTO THE GOLF COURSE. STORMWATERQUANTITY REQUIREMENTS FOR ANALYSIS POINT 3 WILL BE MET THROUGH THE REDUCTION IN IMPERVIOUS AREA. ENERGY BALANCE AND CHANNEL PROTECTION FORTHIS ANALYSIS POINT ARE IN COMPLIANCE (SEE CALCULATION ABOVE).STORMWATER RUNOFF DRAINING TO ANALYSIS POINT 4 WILL UTILIZE A COMBINATION OF PERMEABLE PAVEMENT, BIORETENTION FACILITIES AND A CMP DETENTIONPIPE TO MEET ENERGY BALANCE AND CHANNEL PROTECTION REQUIREMENTS. A PORTION OF THE PERMEABLE PAVEMENT WILL UTILIZE UNDERDRAINS TO CONVEYSTORMWATER DIRECTLY INTO BIORETENTION FACILITIES 2 & 3. BOTH OF THESE BIORETENTION FACILITIES WILL DIRECT LARGE RAIN EVENTS INTO THE CMP DETENTIONPIPE SHOWN ON SHEET C6.1. THE REMAINING AREA OF PERMEABLE PAVEMENT WILL DIRECT STORMWATER RUNOFF INTO THE CMP DETENTION PIPE.STORMWATER RUNOFF DRAINING TO ANALYSIS POINT 5 CONSISTS OF TWO SEPARATE SUB DRAINAGE AREAS (POST 5-1 & POST 5-2) THAT MEET AT THE EXISTING PONDON THE WESTERN SIDE OF THE PROPERTY. IMPROVEMENTS IN THESE AREAS REDUCE THE OVERALL DRAINAGE AREA TO ANALYSIS POINT 5 AND MEET ENERGYBALANCE AND CHANNEL PROTECTION REQUIREMENTS WITHOUT THE NEED OF ANY ADDITIONAL INFRASTRUCTURE.STORMWATER NARRATIVEWATER QUANTITY ANALYSIS POINT 3DRAINAGE AREA ANALYSIS (PRE-DEVELOPED)PRE AREA 3-1 TO ANALYSIS POINT 3AREA = 1.03 ACRES1-YEAR STORM CN = 822 & 10-YEAR STORM CN = 82[VRRM SPREADSHEET D.A. A] Q (CFS)V (AC-FT)1 YEAR2.220.1132 YEAR3.0610 YEAR5.61DRAINAGE AREA ANALYSIS (POST-DEVELOPED)POST AREA 3-2 TO ANALYSIS POINT 3AREA = 0.52 ACRES1-YEAR STORM CN = 822 & 10-YEAR STORM CN = 82[VRRM SPREADSHEET D.A. B]Q (CFS)V (AC-FT)1 YEAR 1.120.0572 YEAR1.5410 YEAR2.83CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED ≤ 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPEDOK1.12 CFS ≤ 0.80*(2.22 * 0.113)AC-FT / (0.057)AC-FT = 3.52 CFSFLOOD PROTECTION:POST-DEVELOPED Q ≤ PRE-DEVELOPED QOK1.54 CFS (POST-DEVELOPED Q2) ≤ 3.06 CFS (PRE-DEVELOPED Q2)OK2.83 CFS (POST-DEVELOPED Q10) ≤ 5.61 CFS (PRE-DEVELOPED Q10)*SEE SHEET C6.07 FOR CURVE NUMBER REDUCTION CALCULATIONS - VRRM11 JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 4:58 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2N/AC6.05STORMWATER MANAGEMENT SUMMARY - DETAILSBIORETENTION FACILITY 3 DETAIL (LEVEL 1)24 NYLOPLAST BASINWITH DOME GRATETOP: 449.50INV. OUT = 445.00 15" HDPECLEANOUT21" NO. 57 STONE4" PERFORATEDSCHEDULE 40PVC UNDERDRAINMIRAFI 140N FILTERFABRIC OR EQUIVALENT.TO BE 2' WIDECENTERED ONUNDERDRAINNOTES1. 24" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLINGPERIOD OF THREE DAYS.RAMP SOIL TO LIP OFOVERFLOW STRUCTURTEMIN SLOPE 3:1ELEV: 449.00BOTTOM ELEV: 445.0024" BIOFILTER MIX3" NO. 8 STONE3: 13:1SIZING CALCULATION:DRAINAGE AREA = 0.32 ACRESRV= 0.57 MANAGED TURF: 0.19 ACRES T(V)= 662 CFIMPERVIOUS: 0.13 ACRESDESIGN STORAGE DEPTH: (2' X 0.25) + (2' X 0.4) + 0.50' PONDING = 1.8'SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH ->662 / 1.8' = 368 SFSURFACE AREA PROVIDED: 1,300 SFBOTTOM OFBIORETENTIONBASINNO SCALEBIORETENTION FACILITY 2 DETAIL (LEVEL 1)24" NYLOPLAST BASINWITH DOME GRATETOP: 456.50INV. OUT = 450.00 15" HDPECLEANOUT21" NO. 57 STONE4" PERFORATEDSCHEDULE 40PVC UNDERDRAINMIRAFI 140N FILTERFABRIC OR EQUIVALENT.TO BE 2' WIDECENTERED ONUNDERDRAINNOTES1. 24" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLINGPERIOD OF THREE DAYS.RAMP SOIL TO LIP OFOVERFLOW STRUCTURTEMIN SLOPE 3:1ELEV: 456.00BOTTOM ELEV: 452.0015" HDPE24" BIOFILTER MIX3" NO. 8 STONE3: 13:1SIZING CALCULATION:DRAINAGE AREA = 0.62 ACRESRV= 0.68 MANAGED TURF: 0.25 ACRES T(V)= 1,530 CFIMPERVIOUS: 0.37 ACRESDESIGN STORAGE DEPTH: (2' X 0.25) + (2' X 0.4) + 0.50' PONDING = 1.8'SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH ->1,530 / 1.8' = 850 SFSURFACE AREA PROVIDED: 2,000 SFBOTTOM OFBIORETENTIONBASINNO SCALEEXISTING BIORETENTION FACILITY 1 DETAIL (LEVEL 1)NO SCALE15" HDPE18" NYLOPLAST BASINWITH DOME GRATETOP: 437.50INV. OUT = 431.00 15" HDPECLEANOUT33" NO. 57 STONE4" PERFORATEDSCHEDULE 40PVC UNDERDRAINMIRAFI 140N FILTERFABRIC OR EQUIVALENT.TO BE 2' WIDECENTERED ONUNDERDRAINNOTES1. 24" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLINGPERIOD OF THREE DAYS.RAMP SOIL TO LIP OFOVERFLOW STRUCTURTEMIN SLOPE 3:1ELEV: 437.00BOTTOM ELEV: 432.0015 HDPE24" BIOFILTER MIX3" NO. 8 STONE3: 13:1SIZING CALCULATION:DRAINAGE AREA = 0.83 ACRESRV= 0.52 MANAGED TURF: 0.53 ACRES T(V)=1,567 CFIMPERVIOUS: 0.30 ACRESDESIGN STORAGE DEPTH: (2' X 0.25) + (3' X 0.4) + 0.50' PONDING = 2.2'SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH ->1,567 / 2.2' = 712 SFSURFACE AREA PROVIDED: 1,693 SFBOTTOM OFBIORETENTIONBASINNo ScaleWEIR PLATE IN 48" CMP STORAGE SYSTEM - SWM 23.0" ORIFICEINV 440.001 YEAR WSE443.17ELEV.440.00 STEEL PLATE(14 GAUGE)TOP OF STORAGE444.00WEIR PLATE SECTION10 YEAR WSE443.87DETENTION SYSTEM INSPECTION/MAINTENANCE SCHEDULE1. INSPECT PIPE SYSTEM BOTH UPSTREAM AND DOWNSTREAM OF THE WEIR PLATECONTROL STRUCTURE FOR SEDIMENT BUILD UP ON A YEARLY BASIS.2. INSPECT WEIR PLATE CONTROL STRUCTURE FOR CLOGGED ORIFICES ON AYEARLY BASIS.IF ANY CONTROL ORIFICES ARE CLOGGED REMOVE DEBRIS3. IF MEASURED SEDIMENT BUILD UP EXCEEDS 20% OF THE PIPE DIAMETER. THESYSTEM SHALL BE CLEANED VIA A VACUUM TRUCK OR MANUAL METHODS.4' WEIR ELEV. = 443.25No ScaleWEIR PLATE IN 72" CMP STORAGE SYSTEM - SWM 15.7" ORIFICEINV 416.501 YEAR WSE420.71ELEV.416.50 STEEL PLATE(14 GAUGE)TOP OF STORAGE422.50WEIR PLATE SECTION10 YEAR WSE422.35DETENTION SYSTEM INSPECTION/MAINTENANCE SCHEDULE1. INSPECT PIPE SYSTEM BOTH UPSTREAM AND DOWNSTREAM OF THE WEIR PLATECONTROL STRUCTURE FOR SEDIMENT BUILD UP ON A YEARLY BASIS.2. INSPECT WEIR PLATE CONTROL STRUCTURE FOR CLOGGED ORIFICES ON AYEARLY BASIS.IF ANY CONTROL ORIFICES ARE CLOGGED REMOVE DEBRIS3. IF MEASURED SEDIMENT BUILD UP EXCEEDS 20% OF THE PIPE DIAMETER. THESYSTEM SHALL BE CLEANED VIA A VACUUM TRUCK OR MANUAL METHODS.6' WEIR ELEV. = 420.75BIORETENTION FACILITY 4 DETAIL (LEVEL 1)18 NYLOPLAST BASINWITH DOME GRATETOP: 448.30INV. OUT = 442.50 18" HDPECLEANOUT39" NO. 57 STONE4" PERFORATEDSCHEDULE 40PVC UNDERDRAINMIRAFI 140N FILTERFABRIC OR EQUIVALENT.TO BE 2' WIDECENTERED ONUNDERDRAINNOTES1. 24" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLINGPERIOD OF THREE DAYS.RAMP SOIL TO LIP OFOVERFLOW STRUCTURTEMIN SLOPE 3:1ELEV: 447.80BOTTOM ELEV: 442.3024" BIOFILTER MIX3" NO. 8 STONE3: 13:1SIZING CALCULATION:DRAINAGE AREA = 1.06 ACRESRV= 0.68 MANAGED TURF: 0.41 ACRES T(V)= 2,640 CFIMPERVIOUS: 0.65 ACRESDESIGN STORAGE DEPTH: (2' X 0.25) + (3.5' X 0.4) + 0.50' PONDING = 2.4'SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH ->2,640 / 2.4' = 1,100 SFSURFACE AREA PROVIDED: 1,100 SF*WATER QUALITY CALCULATIONS REFLECT DRAINAGE AREA OF 1.06 AC OF THIS FACILITY*BOTTOM OFBIORETENTIONBASINNO SCALE18" HDPE12"EMBED 8"A1 STONE FILL24"TW ELEV. 457.00BW ELEV. 456.00BASKET EDGE24" LONG EPOXY COATED #4 REBARGABION BASKET FOREBAY WALL (BIORETENTION FACILITY 2)NO SCALE1-YR ELEV = 437.282-YR ELEV = 437.3010-YR ELEV = 437.60100-YR ELEV = 437.861-YR ELEV = 456.482-YR ELEV = 456.5110-YR ELEV = 456.75100-YR ELEV = 456.951-YR ELEV = 448.582-YR ELEV = 448.7310-YR ELEV = 449.24100-YR ELEV = 451.041-YR ELEV = 448.502-YR ELEV = 449.4410-YR ELEV = 449.64100-YR ELEV = 449.9012"EMBED 8"A1 STONE FILL24"TW ELEV. 450.00BW ELEV. 449.00BASKET EDGE24" LONG EPOXY COATED #4 REBARGABION BASKET FOREBAY WALL (BIORETENTION FACILITY 3)NO SCALE12"EMBED 8"A1 STONE FILL24"TW ELEV. 448.70BW ELEV. 447.80BASKET EDGE24" LONG EPOXY COATED #4 REBARGABION BASKET FOREBAY WALL (BIORETENTION FACILITY 4)NO SCALE12"EMBED 8"A1 STONE FILL24"TW ELEV. 438.00BW ELEV. 437.00BASKET EDGE24" LONG EPOXY COATED #4 REBAREXIST. GABION BASKET FOREBAY WALL (BIORETENTION FACILITY 1)NO SCALESIZING CALCULATION:BIORETENTION FACILITY 1 T(V)=1,567 CFREQUIRED FOREBAY VOLUME: 1,567 CF X 15% = 235 CFPROVIDED FOREBAY VOLUME: 400 CFFOREBAY DIMENSIONS: 18'X9'SIZING CALCULATION:BIORETENTION FACILITY 2 T(V)=1,567 CFREQUIRED FOREBAY VOLUME: 1,530 CF X 15% = 229.5 CFPROVIDED FOREBAY VOLUME: 455 CF (WALL A + WALL B)FOREBAY DIMENSIONS: 25'X10' (WALL A); 12'X6' (WALL B)SIZING CALCULATION:BIORETENTION FACILITY 3 T(V)=662 CFREQUIRED FOREBAY VOLUME: 662 CF X 15% = 99.3 CFPROVIDED FOREBAY VOLUME: 225 CFFOREBAY DIMENSIONS: 20'X7'SIZING CALCULATION:BIORETENTION FACILITY 4 T(V)=2,640 CFREQUIRED FOREBAY VOLUME: 2,640 CF X 15% = 396 CFPROVIDED FOREBAY VOLUME: 400 CFFOREBAY DIMENSIONS: 30'X15'3" HARDWOODBARK MULCH3" HARDWOODBARK MULCH3" HARDWOODBARK MULCH3" HARDWOODBARK MULCH111 S46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 '305.77'SRPARPARPARPACTTW4' GRAVEL PATHEDD1 STOR Y FRAME SHED 1 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UGPUGPHWRCHWRCHWS6''W4''WHWS8''F6''W6''W6''W6''W 6''W 0+000+501+001+502+002+503+003+504+004+505+00 5+50 6+00 6+43.3 1 6'' W SSPSAGGGGGGGGGG4''W4''W4''W4''W4''W8''F8''F8''F8''F8'' F 8''F 8''F8''FG G8''F8''F8''FSANSANSAN SANSANSANS6160X XSSSSSSSSSSSANSA N SAN515042412726324646A46B8762512034UGPG GGG GGG8'' F GGS30312594045101112XX352''W6''W6''WDDD0.05AC0.453260.06AC0.513300.14AC0.733380.18AC0.904230.21AC0.903240.37AC0.676060.02AC0.593200.05AC0.573320.44AC0.90449/4510.32AC0.90507/503/4070.26AC0.402100.06AC0.543340.03AC0.683350.18AC0.672080.09AC0.70208A0.04AC0.804330.05AC0.35428A0.17AC0.704280.07AC0.504260.80AC0.651100.20AC0.691081.17AC0.673100.07AC0.358020.21AC0.358040.11AC0.358060.57AC0.358100.08AC0.90801REFER TO PLANS TITLED "KESWICK HALLCENTRAL ENERGY PLANT DEMOLITION ANDRENOVATION" FOR CENTRAL ENERGY PLANTSTORMWATER PIPE DESIGN ANDCALCULATIONS0.16AC0.827080.30AC0.841520.54AC0.801420.01AC0.753400.20AC0.55413A0.23AC0.841320.06AC0.804480.02AC0.353220.03AC0.604200.33AC0.504020.11AC0.553440.03AC0.354320.03AC0.827060.04AC0.90P2, P4,P6 & P80.01AC0.904240.01AC0.90424B0.01AC0.90424A0.03AC0.805060.01AC0.355080.02AC0.505040.01AC0.50504A0.26AC0.904180.20AC0.358120.14AC0.55415JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 4:59 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2 SCALE 1"=50'100'50'0NAD 83 1''=50'C6.06STORMWATER SUMMARY PLANPOST-DEVELOPED DRAINAGE MAPDRAINAGE DIVIDESTRUCTURENUMBERRUNOFFCOEFF.AREA(SF)LEGEND JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 4:59 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 21''=50'C6.07STORMWATER DESIGN TABLES AND CALCULATIONS CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 1CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 2CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 3CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 4CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 51 JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 4:59 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 21''=50'C6.08STORMWATER DESIGN TABLES AND CALCULATIONS 22 JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C6.09 - Permeable Paver Maintenance.dwg | Plotted on 4/29/2019 5:06 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 21''=50'C6.09PERMEABLE PAVER INSTALLATION AND MAINTENANCEVA DEQ STORMWATER DESIGN SPECIFICATION NO. 79.3. Maintenance InspectionsIt is highly recommended that a spring maintenance inspection and cleanup be conducted at eachpermeable pavement site, particularly at large-scale applications.Maintenance of permeable pavement is driven by annual inspections that evaluate the conditionand performance of the practice. The following are suggested annual maintenance inspectionpoints for permeable pavements:·The drawdown rate should be measured at the observation well for three (3) days following a storm event inexcess of 1/2 inch in depth. If standing water is still observed in the well after three days, this is a clear sign thatclogging is a problem.·Inspect the surface of the permeable pavement for evidence of sediment deposition, organic debris, staining orponding that may indicate surface clogging. If any signs of clogging are noted, schedule a vacuum sweeper (nobrooms or water spray) to remove deposited material. Then, test sections by pouring water from a five gallonbucket to ensure they work.·Inspect the structural integrity of the pavement surface, looking for signs of surface deterioration, such asslumping, cracking, spalling or broken pavers. Replace or repair affected areas, as necessary.·Check inlets, pretreatment cells and any flow diversion structures for sediment buildup and structural damage.Note if any sediment needs to be removed.·Inspect the condition of the observation well and make sure it is still capped.·Generally inspect any contributing drainage area for any controllable sources of sediment or erosion.An example maintenance inspection checklist for Permeable Pavement can be accessed inAppendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010). Based oninspection results, specific maintenance tasks will be triggered and scheduled to keep the facilityin operating condition.SURFACE WATER FLOW8"8"18' PARKING (REFER TO SHEETS C4.00-C4.04 FOR LOCATION)PERMEABLE JOINTOPENING AGGREGATEPERMALOC PERMEABLEPAVER ORAPPROVED EQUALPVCUNDERDRAINPIPEGEOTEXTILE FABRICTENAX MS220B OREQUIVALENTCOMPACTEDSUBGRADE SLOPETO UNDERDRAINNo ScalePERMEABLE PAVERS SECTION - LEVEL 1 DESIGN8" #57 STONE1-1/2" PERMEABLESETTING BEDAGGREGATENo ScaleREINFORCED TURFPERMALOC EDGERESTRAINTCAPTURE PLATE3" X 10"12" X 1" HEXWASHER SELFTAPPING SCREWNOTES:1.CONTRACTOR TO REFER TO ALL PERMALOC PERMEABLE SYSTEM DETAILS ANDINSTALLATION INSTRUCTIONS12"1 S7381452.00SANITARY MANHOLERPACTT2290436.69VW2303439.17VWW2463424.90WELL 3DIA4' GRAVEL PATHE724461.63ELECTRIC MANHOLEDD1 STORYFRAMESHED 1 STORYCONCRETE BUILDINGT2743433.40PP DM12 OHU2744434.02PP DM35 OHU2745434.73PP DM35 OHUXBRI C K S I D EW A L K UGPUGPUGPUGP UGPUGT UGT WWWWWWWWWUTLUGTUGPUGTUGP UGP UGPUGPUGPUGPUGTUGTW W UGP UGPUGPWWWUGPUGPUTL UGPUGTUGTUGPUGPUGTUGTUGTUGTUGTUGPUGPUGPWUGTUTLUGPUGT UGTUGP UGPUGPUGPUGPUGPUGP UGPUGPWWW UTLGGUGTUGTUGPUGPUGP UG P UGP UGPUGPUGPUTLUTLUGTUGTUGPUGP UGPUGP UGPWWUTLUGTUGTWUFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGG G UTLUTLUTLW W W UGP UGPUGPUGPUGPUGPUGPUFO UFO UFO UGPUGPUGPUGP UGPUGPUGPUGP UGPUGPUGPUGPOHU OHU OHUXXXXXX WX XXX X XX X X XXXXX XXGGGGGGGGGGGGGGGGGGGGG440445 4504384394414424434444464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 45 6 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 448449 445 442 4 4 3 4 4 4 446 4 4 7 450455 4474 4 8 449451452453454440438439441442443444446444455460453454456457458459461462445 450441442443444 446447 448 449451 452453453 454455456457458459 460461462425 4304 3 5 4 4 0 42 2 4 2 342442642742842943143243 343443643743 8 43 9 441 415 420 425 430 4354 4 0 416 417 418 419 421 422423424 426 427 428429431 432 433 43 4 4364 3 7438 43 9 4 4 1 442443 44 4435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448449 45 1 445 450 444 446 447 448 449 451 45545 2 45 3 454 456 457 458 450 450 449 449 451445443444446 4504554474484494514524534544564574584594614614614614624624634634644554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 464430435429 431 432 4334344364374 3 0 4294314324 3 3434 445446 447 4 4 844 9 451 45245344 7440 445438 439441442443444446446435432433434 436437440445438439441442443444 446447448 449435435 435436437438438 4384304294314 3 2 433434435433434436437438430431432425422423424426427428429UGPW8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SANS2129435.65SANITARY MANHOLES2644423.77SANITARY MANHOLE440441442443444WWW442 440435 43543 5 436 440448 446 435425 415 440440 435 430445442443444420425421422423424420421 (TIE LINE)OLD WIRE FENCE REMAINSALONG R/W LINEG SANWW W HWSHWRHWRHWSCHWRCHWSCHWSUGPUGPSSPSAGGGGGGG4''W4''W4''W G GG HWRHWSCHWSSANSAN SANSANSANSANX XUGPUGPG G GGGG GGGG GGGXXX2''W2''W6''W6''W 423 422 421 43 6 43743 8 439 441 44 4 44644444644744844 3 44 2 44 1 451452449448456 457 458 459 4 61 449447446444448 4474 4 8447 4414424434444464474484494 5 1454 45645 7 464 444 43443 4 4364514524544534524514494494484474 5 2 424 42 5 42 6 4 2 7 42 8 429 431 432 433 431 434 436 43 8 437 439 457462 444446 447448 449 451 452 453 454 456458459461 463 4 5 4 453 454 439 438 451 443 442 446447448449 451 441 439 438437453452 432 433 441 442 4 4 3444 466 455454446443 454453452 452 452 442 443 44444 6 44 7446447448448 449433 433437 456454453452451436449448447446445444463462461465433432431453454455455454454455464462456457458459460458459465464 452 4534544 4 8 447 446445444443442441440 448446444442 463461459458457456455456457458466420 435440445440450 460 445445455465440 430 4 5 0 4554 5 0 450440430 440 4 6 0 455450 450 445 455 445 435465450 435 44 5 44544545045545043546546046546046043445 8 459 46 0 461 462 DDDDDDDDDDDDDDDDD1''=40'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C6.10 - STORMWATER FACILITY EASEMENTS.dwg | Plotted on 4/29/2019 5:11 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C6.10STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN0SCALE 1"=40'80'40'NAD 83 STORMWATER MANAGEMENT FACILITIES EASEMENT AREA HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR118-STR1124454504554604654704754454504554604654704759+5010+0011+0012+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR110-STR1064354404454504554604654354404454504554604659+5010+0011+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR108-SWM 24304354404454504554604304354404454504554609+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR132-SWM 24354404454504554604654354404454504554604659+5010+0011+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SWM 2-STR1004254304354404454504554254304354404454504559+5010+0011+0012+0012+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR210 - STR2064204254304354404454504554204254304354404454504559+5010+0011+0012+0013+0011312.87' OF12" HDPE@ 1.57%114: 15" NYLOPLAST BASIN - SOLID COVER STA 10+99.95 TOP 459.83 INV IN 456.30 (115) INV OUT 456.20 (113)11548.01' OF12" HDPE@ 1.00%116: 15" NYLOPLAST BASIN - SOLID COVER STA 10+51.94 TOP 460.47 INV IN 456.88 (117) INV OUT 456.78 (115)11751.94' OF12" HDPE@ 1.00%118: 12" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+00.00 TOP 462.50 INV OUT 457.40 (117) 106: MH-1 STA 10+62.52 TOP 454.23 INV IN 443.34 (107) INV IN 448.12 (109) INV IN 448.07 (701) INV OUT 443.06 (105)10962.52' OF15" HDPE@ 3.00%110: 24" NYLOPLAST BASIN DOME GRATE STA 10+00.00 TOP 456.50 INV OUT 450.00 (109) 106: MH-1 STA 10+66.27 TOP 454.23 INV IN 443.34 (107) INV IN 448.12 (109) INV IN 448.07 (701) INV OUT 443.06 (105)10530.64' OF15" HDPE@ 3.46%10766.27' OF15" HDPE@ 2.50%108: 24" NYLOPLAST BASIN DOME GRATE STA 10+00.00 TOP 449.50 INV OUT 445.00 (107)12933.82' OF12" HDPE@ 7.00%130: 12" NYLOPLAST BASIN - SOLID COVER STA 10+33.34 TOP 448.78 INV IN 444.47 (131) INV OUT 444.37 (129)13133.34' OF12" HDPE@ 2.00%132: DI-1 STA 10+00.00 TOP 449.39 INV OUT 445.14 (131)10116.06' OF24" HDPE@ 1.50%102: MH-1 STA 11+62.72 TOP 443.06 INV IN 439.09 (103) INV OUT 438.99 (101)103A124.22' OF18" HDPE@ 0.50%206: EXISTING MANHOLE STA 12+50.38 TOP 437.16 INV IN 431.41 (207A) INV OUT 429.37 (EX18'' )207100.05' OF12" HDPE@ 1.80%208: 12" NYLOPLAST BASIN DOME GRATE STA 10+96.30 TOP 443.15 INV IN 435.45 (209) INV OUT 434.28 (207)20996.30' OF12" HDPE@ 8.00%210: 12" NYLOPLAST BASIN DOME GRATE STA 10+00.00 TOP 447.50 INV OUT 443.15 (209)PROP.GRADEEXIST.GRADESWM 2160 LF 48" CMPINV. BOTTOM:440.00SWM 2160 LF 48" CMPINV. IN: 442.00INV. BOTTOM: 440.00PROP.GRADEEXIST.GRADESWM 2160 LF 48" CMPINV. IN: 442.00INV. BOTTOM: 440.00PROP.GRADEEXIST.GRADEBIORETENTIONFACILITY 3EXIST.GRADEPROP.GRADEBIORETENTIONFACILITY 2BIORETENTIONFACILITY 2PROP.GRADEEXIST.GRADEEXIST.GRADEPROP.GRADESANITARYLINEGT.1-511.8'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR340 - STR3204504554604654704754504554604654704759+5010+0011+00340: 12" Nyloplast BasinDome GrateSTA 10+00.00TOP 465.25INV IN 461.83 (FOUND. DRAIN)INV IN 461.83 (ROOF DRAIN)INV OUT 459.32 (339)320: 24" Nyloplast Basin - Circular Grate STA 10+40.51 TOP 464.95 INV IN 456.76 (331) INV IN 458.55 (339) INV IN 460.72 (P.P.-D.S. 1) INV OUT 456.56 (319)33940.51' OF10" HDPE@ 1.90%PROP.GRADEEXIST.GRADEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR142-STR102A4254304354404454504554254304354404454504559+5010+0011+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR152-SWM 24254304354404454504554254304354404454504559+5010+0011+0010338.51' OF24" HDPE@ 0.50%14125.60' OF12" HDPE@ 1.00%142: DI-3B 6 ft ThroatSTA 10+00.00TOP 444.15INV OUT 440.04 (141)102A: MH-1STA 10+25.60TOP 444.20INV IN 439.38 (103A)INV IN 439.78 (141)INV OUT 439.28 (103)PROP.GRADEEXIST.GRADESWM 2160 LF 48" CMPINV. IN: 442.00INV. BOTTOM: 440.0015116.89' OF12" HDPE@ 7.00%152: DI-3B 6 ft ThroatSTA 10+00.00TOP 447.50INV OUT 443.18 (151)PROP.GRADEEXIST.GRADE112STA 11+12.82TOP 457.15INV OUT 456.00 (113)100STA 11+81.06TOP 440.95INV OUT 438.75 (101)102A: MH-1STA 11+24.22TOP 444.20INV IN 439.38 (103A)INV IN 439.78 (141)INV OUT 439.28 (103)3' MIN2.5'5.0'2.8'3' MIN5'3'PROP.CONDUITSPROP.DUCT BANK208A: 12" NYLOPLAST BASIN DOME GRATE STA 11+96.35 TOP 439.60 INV IN 432.48 (207) INV OUT 432.38 (207A)207A54.03' OF12" HDPE@ 1.80%1' MIN.PROP.DUCT BANK1' MIN.JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C7.0 - PROFILES.dwg | Plotted on 4/29/2019 5:18 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 21''=50'C7.03PROFILES PROFILE SCALE00550NOTE:CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTINGUTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS.1112 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5PIPE 335 - STR 312435440445450455460465470475435440445450455460465470475HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SWM 1-STR400405410415420425430435405410415420425430435HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR330-STR316440445450455460465440445450455460465HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR326-STR3164404454504554604654404454504554604659+5010+0011+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR310-STR6004254304354404454504554254304354404454504559+5010+0011+0012+0013+0013+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR344-STR3064304354404454504554604304354404454504554609+5010+0011+0030331.61' OF18" HDPE@ 11.30%304: 24" NYLOPLAST BASIN - SOLID COVER STA 12+56.42 TOP 441.10 INV IN 432.88 (305) INV OUT 431.57 (303)305147.81' OF18" HDPE@ 4.00%306: 24" NYLOPLAST BASIN - SOLID COVER STA 11+08.61 TOP 446.79 INV IN 440.90 (307) INV IN 440.16 (343) INV OUT 438.79 (305)30746.52' OF18" HDPE@ 2.50%308: MH-1 STA 10+62.09 TOP 448.30 INV IN 442.16 (309) INV OUT 442.06 (307)30962.09' OF18" HDPE@ 0.55%310: 18" NYLOPLAST BASIN - DOME GRATE STA 10+00.00 TOP 448.30 INV OUT 442.50 (309)4017.68' OF18" HDPE@ 1.33%402: 30" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+26.02 TOP 421.62 INV IN 415.89 (403) INV OUT 415.79 (401)40326.02' OF15" HDPE@ 2.34%316: MH-1 STA 13+94.37 TOP 452.38 INV IN 448.24 (317) INV IN 448.24 (329) INV IN 448.24 (321) INV OUT 448.14 (315)32952.52' OF12" HDPE@ 0.88%330: 18" Nyloplast Basin Dome Grate STA 10+00.00 TOP 450.90 INV OUT 448.70 (329)9+5010+0011+0012+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR324-STR3224404454504554604654404454504554604659+5010+0011+0011+50322: 30" Basin - Circular Grate STA 10+94.32 TOP 452.80 INV IN 448.52 (323) INV IN 448.52 (325) INV OUT 448.42 (321)32394.32' OF12" CLASS IV RCP@ 0.67%PROP.GRADEEXIST.GRADE32593.39' OF12" HDPE@ 0.75%32135.58' OF12" HDPE@ 0.50%326: 12" Nyloplast Basin - Dome Grate STA 10+00.00 TOP 453.60 INV OUT 449.22 (325) 322: 30" Basin - Circular Grate STA 10+93.39 TOP 452.80 INV IN 448.52 (323) INV IN 448.52 (325) INV OUT 448.42 (321)316: MH-1STA 13+94.37TOP 452.38INV IN 448.24 (317)INV IN 448.24 (329)INV IN 448.24 (321)INV OUT 448.14 (315)PROP.GRADEEXIST.GRADEPROP.GRADEEXIST.GRADE400: MH-1STA 10+33.71TOP 421.21INV IN 415.58 (EX15'')INV IN 415.69 (401)INV OUT 415.58 (EX15'' )SWM 1200 LF 72" CMPINV. BOTTOM: 416.50EXIST.GRADEPROP.GRADEPROP.GRADEEXIST.GRADE600: MH-1STA 12+88.03TOP 439.00INV IN 428.00 (303)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR338-STR318440445450455460465440445450455460465EXIST.GRADEPROP.GRADEPROP.GRADEEXIST.GRADE9+5010+0011+0011+50338: 18" Nyloplast Basin Dome Grate STA 10+00.00 TOP 455.57 INV OUT 450.44 (337)33740.62' OF12" HDPE@ 0.50%318: MH-1 STA 13+44.15 TOP 454.75 INV IN 450.24 (337) INV IN 450.24 (319) INV OUT 450.14 (317) 324: DI-1 STA 10+00.00 TOP 451.62 INV OUT 449.15 (323)STORMPIPE (611)1.5'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR452 - STR4144304354404454504554604654304354404454504554604659+5010+0011+0011+50452: 6" CLEANOUT STA 10+00.00 TOP 452.00 INV OUT 447.93 (451)45163.30' OF8" HDPE@ 1.00%EXIST.GRADEPROP.GRADE3' MIN3'3'4.5'5'3'PROP.WATERLINES9+5010+0011+0012+0013+0014+0015+0015+50318: MH-1STA 13+44.15TOP 454.75INV IN 450.24 (337)INV IN 450.24 (319)INV OUT 450.14 (317)316: MH-1STA 13+94.37TOP 452.38INV IN 448.24 (317)INV IN 448.24 (329)INV IN 448.24 (321) INV OUT 448.14 (315)314: 24" NYLOPLAST BASIN - CIRCULAR GRATESTA 14+30.45TOP 450.84INV IN 447.96 (315)INV OUT 447.86 (313)320: 24" Nyloplast Basin - Circular GrateSTA 11+52.36TOP 464.95INV IN 456.76 (331)INV IN 458.55 (339)INV IN 460.72 (P.P.-D.S. 1)INV OUT 456.56 (319)332: 12" Nyloplast BasinDome GrateSTA 11+14.04TOP 464.71INV IN 457.83 (333)INV OUT 457.63 (331)334: 12" Nyloplast BasinDome GrateSTA 10+44.48TOP 464.17INV IN 461.18 (335)INV OUT 459.16 (333)33544.48' OF4" HDPE@ 2.21%33364.70' OF8" HDPE@ 2.05%33138.58' OF12" HDPE@ 2.26%319191.79' OF12" HDPE@ 3.29%31750.22' OF12" HDPE@ 3.78%31536.07' OF15" HDPE@ 0.50%31311.40' OF15" HDPE@ 0.50%100STA 14+46.33TOP 450.00INV OUT 447.80 (313)PROP.WATERLINES0.9'APROX. LOCATION OFEXIST. CONC. DUCT BANK(3-6" CONDUITS)9+5010+0011+0011+50344: DI-1 (TRAFFIC RATED-TYPE B GRATE) STA 10+00.00 TOP 444.29 INV OUT 440.50 (343)34368.13' OF12" HDPE@ 0.50%306: 24" NYLOPLAST BASIN - SOLID COVER STA 10+68.13 TOP 446.79 INV IN 440.90 (307) INV IN 440.16 (343) INV OUT 438.79 (305)5.5'PROP.GRADEEXIST.GRADE414 STA 10+63.30 TOP 450.90 INV IN 443.76 (415) INV IN 447.30 (451) INV OUT 443.66 (413A)TIE TO ACO K50TRENCH DRAINSANITARYPIPE (32-31)1.2'EXIST.SANITARYPIPE (8")JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C7.0 - PROFILES.dwg | Plotted on 4/29/2019 5:18 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2N/AC7.04PROFILES PROFILE SCALE00550NOTE:CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTINGUTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS.11122 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR420-SWM 14104154204254304354404454504554604104154204254304354404454504554609+5010+0011+0012+0013+0014+0015+0016+0017+0017+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR428A-STR406415420425430435440445450415420425430435440445450HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR435A-STR410425430435440445450455460425430435440445450455460HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR454-STR420435440445450455460435440445450455460HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR430-STR4084154204254304354404454504154204254304354404454509+5010+0011+0011+509+5010+0010+509+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR464-STR43443544044545045546043544044545045546040535.37' OF15" HDPE@ 5.50%406: MH-1 STA 15+71.20 TOP 431.00 INV IN 426.21 (407) INV IN 426.65 (425) INV IN 428.00 (FOUNDATION DRAIN) INV IN 428.00 (ROOF LEADER) INV OUT 421.95 (405)40742.24' OF15" HDPE@ 3.05%408: 24" Basin - Circular Grate STA 15+28.97 TOP 433.25 INV IN 428.69 (429) INV IN 427.60 (409) INV IN 428.69 (ROOF LEADER) INV OUT 427.50 (407)40969.88' OF15" HDPE@ 9.53%410: MH-1 Drop Structure STA 14+59.09 TOP 440.20 INV IN 435.53 (431) INV IN 434.36 (411) INV OUT 434.26 (409)41166.06' OF12" HDPE@ 7.00%412: 18" NYLOPLAST BASIN- CIRCULAR GRATESTA 13+93.03TOP 446.80INV IN 439.08 (413)INV IN 440.55 (447)INV OUT 438.98 (411)41575.62' OF12" HDPE@ 0.91%414A: 15" NYLOPLAST BASIN SOLID COVER STA 11+53.42 TOP 451.05 INV IN 444.55 (415A) INV IN 443.63 (6" HDPE) INV OUT 444.45 (415)415A102.39' OF12" HDPE@ 1.50%418: 15" NYLOPLAST BASIN PEDESTRIAN GRATE STA 10+51.04 TOP 453.83 INV IN 446.19 (419) INV OUT 446.09 (415A)41951.04' OF12" HDPE@ 0.75%420: 12" NYLOPLAST BASINPEDESTRIAN GRATESTA 10+00.00TOP 452.85INV IN 446.67 (423)INV IN 447.50 (ROOF LEADER)INV OUT 446.57 (419)43141.42' OF12" HDPE@ 6.50%432: 18" NYLOPLAST BASIN- CIRCULAR GRATESTA 10+39.35TOP 443.68INV IN 438.32 (433)INV OUT 438.22 (431)43331.36' OF12" HDPE@ 6.50%434: 12" NYLOPLAST BASIN-DOME GRATESTA 10+07.99TOP 448.40INV IN 444.78 (434A)INV IN 443.93 (463)INV IN 443.93 (ROOF LEADER)INV OUT 440.36 (433)410: MH-1 Drop StructureSTA 10+80.77TOP 440.20INV IN 435.53 (431)INV IN 434.36 (411)INV OUT 434.26 (409)42732.21' OF10" HDPE@ 3.76%428: 15" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+57.64 TOP 432.80 INV IN 430.00 (427A) INV OUT 429.64 (427)42924.09' OF4" HDPE@ 2.00%408: 24" Basin - Circular Grate STA 10+24.09 TOP 433.25 INV IN 428.69 (429) INV IN 427.60 (409) INV OUT 427.50 (407)PROP.GRADEPROP.GRADEEXIST.GRADESWM 1200 LF 72" CMPINV. IN: 420.00INV. BOTTOM: 416.50PROP.GRADEEXIST.GRADEEXIST.GRADEPROP.GRADESANITARYPIPE (5-4)EXIST.GRADEPROP.GRADEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR448-STR41243043544044545045546043043544044545045546041347.33' OF12" HDPE@ 7.00%412A: 18" NYLOPLAST BASIN SOLID COVER STA 13+45.70 TOP 451.25 INV IN 442.49 (413A) INV IN 447.95 (4" HDPE DRAIN) INV OUT 442.39 (413)413A116.66' OF12" HDPE@ 1.00%414: 18" NYLOPLAST BASIN SOLID COVER STA 12+29.04 TOP 450.90 INV IN 443.76 (415) INV IN 447.30 (451) INV OUT 443.66 (413A)427A57.64' OF10" HDPE@ 2.00%428A: 15" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+00.00 TOP 437.50 INV OUT 431.15 (427A)42533.94' OF10" HDPE@ 5.00%3.5'4'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR450-STR435A435440445450455460435440445450455460SANITARYPIPE (6-5)SANITARYPIPE (35-8)1.5'SANITARYPIPE (6-5)406: MH-1STA 11+23.80TOP 431.00INV IN 426.21 (407)INV IN 426.65 (425)INV OUT 421.95 (405)434A7.99' OF12" HDPE@ 2.00%435A: 12" NYLOPLAST BASINDOME GRATESTA 10+00.00TOP 454.32INV IN 445.04 (449)INV IN 450.00 (4" ROOF DRAIN)INV IN 450.00 (ROOF LEADER)INV OUT 444.94 (434A)9+5010+0011+00435A: 12" NYLOPLAST BASIN DOME GRATE STA 10+42.87 TOP 454.32 INV IN 445.04 (449) INV OUT 444.94 (434A)44942.87' OF10" HDPE@ 0.75%450: 6" CLEANOUT STA 10+00.00 TOP 452.40 INV OUT 445.36 (449)RETAININGWALLSANITARYPIPE (HALL-25)1.5'SANITARYPIPE (27-26)EXIST.GRADEPROP.GRADE9+5010+0011+00434: 12" NYLOPLAST BASIN-DOME GRATESTA 10+32.85TOP 448.40INV IN 444.78 (434A)INV IN 443.93 (463)INV IN 443.93 (ROOF LEADER)INV OUT 440.36 (433)46332.85' OF8" HDPE@ 1.00%464: 12" NYLOPLAST BASIN -DOME GRATE STA 10+00.00 TOP 447.98 INV OUT 444.26 (463)EXIST.GRADEPROP.GRADE3'9+5010+0011+00412: 18" NYLOPLAST BASIN- CIRCULAR GRATESTA 10+22.36TOP 446.80INV IN 439.08 (413)INV IN 440.55 (447)INV OUT 438.98 (411)44722.36' OF8" HDPE@ 11.60%448: 12" NYLOPLAST BASINDOME GRATESTA 10+00.00TOP 451.10INV IN 448.62 (6" HDPE)INV OUT 443.14 (447)EXIST.GRADEPROP.GRADERETAININGWALL9+5010+0011+0012+0045310.38' OF4" HDPE@ 1.00%424A: 12" Nyloplast Basin - Pedestrian GrateSTA 10+10.38TOP 451.75INV IN 449.40 (453)INV IN 447.95 (P1)INV OUT 447.85 (423B)423B14.02' OF10" HDPE@ 0.75%424: 12" Nyloplast Basin - Pedestrian Grate STA 10+53.93 TOP 451.75 INV IN 447.42 (423A) INV IN 448.25 (ROOF LEADER) INV OUT 447.32 (423)EXIST.GRADECONTRACTOR SHALLVERIFY LOCATION &DEPTH OF ROOFLEADER STUB PRIORTO INSTALLATION.(SEE MEP PLANS FORADDITIONALINFORMATION)6" HDPEINV = 448.62426: DI-1STA 10+89.85TOP 432.90INV IN 428.43 (427)INV OUT 428.35 (425)EXIST.SANITARYPIPE (8")420: 12" NYLOPLAST BASIN PEDESTRIAN GRATE STA 11+41.01 TOP 452.85 INV IN 446.67 (423) INV IN 447.50 (ROOF DRAIN) INV OUT 446.57 (419)42387.07' OF10" HDPE@ 0.75%424B: 12" Nyloplast Basin - Pedestrian GrateSTA 10+24.40TOP 451.75INV IN 447.74 (423B)INV IN 448.57 (ROOF DRAIN)INV OUT 447.64 (423A)423A29.54' OF10" HDPE@ 0.75%SANITARYPIPE (46-45)1.2'PROP.GRADESANITARYPIPE (40-9)1.2'REFER TO MEPDRAWINGS FORFINAL BUILDINGCONNECTIONLOCATION ANDELEVATIONJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C7.0 - PROFILES.dwg | Plotted on 4/29/2019 5:18 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2N/AC7.05PROFILES PROFILE SCALE00550NOTE:CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTINGUTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS.11222222 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR708-STR106435440445450455460465435440445450455460465HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR508-SWM 14104154204254304354404454104154204254304354404459+5010+0011+0012+0012+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR512-STR50642543043544044545042543043544044545050345.40' OF12" HDPE@ 14.00%504: 24" NYLOPLAST BASINDOME GRATESTA 11+43.48TOP 430.88INV IN 426.10 (503A)INV IN 428.50 (FOUNDATION DRAIN)INV OUT 426.00 (503)50544.06' OF12" HDPE@ 0.80%506: 18" Nyloplast BasinDome GrateSTA 10+68.55TOP 437.50INV IN 433.21 (507)INV IN 430.06 (511)INV IN 430.50 (FOUNDATION DRAIN)INV OUT 429.66 (505)SWM 1200 LF 72" CMPINV. IN: 419.65INV. BOTTOM: 416.50PROP.GRADEEXIST.GRADESANITARYPIPE (2-1)3'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR810-STR8084104154204254304354104154204254304359+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR806-STR8004154204254304354404154204254304354409+5010+0011+0012+00806: 15" Nyloplast Basin Dome Grate STA 10+00.00 TOP 429.00 INV IN 426.41 (RD-806) INV OUT 426.31 (805)80559.62' OF12" HDPE@ 0.50%804: 15" Nyloplast Basin Dome Grate STA 10+59.62 TOP 428.85 INV IN 426.01 (805) INV IN 426.45 (RD-804) INV OUT 425.91 (803)80352.75' OF12" HDPE@ 0.50%802: 15" Nyloplast BasinDome GrateSTA 11+12.37TOP 427.75INV IN 425.65 (803)INV IN 425.65 (RD-802)INV OUT 425.55 (801)80112.80' OF12" HDPE@ 0.50%810: DI-1 STA 10+00.00 TOP 426.90 INV OUT 423.15 (809A)809A55.89' OF15" HDPE@ 0.55%808: ES-1 for 15 inch PipeSTA 10+89.44TOP 423.93INV IN 422.56 (809)PROP.GRADEEXIST.GRADEPROP.GRADEEXIST.GRADE4'' HDPEFORCE MAIN1.5' MIN50768.55' OF12" HDPE@ 3.34%508: 18" Nyloplast BasinDome GrateSTA 10+00.00TOP 439.80INV IN 436.50 (ROOF LEADER)INV OUT 435.50 (507)9+5010+0011+0012+0012+50PROP.GRADEEXIST.GRADE708: 18" Nyloplast BasinDome GrateSTA 10+00.00TOP 456.50INV OUT 452.45 (707)706: 18" NYLOPLAST BASIN - DOME GRATE STA 10+45.32 TOP 456.25 INV IN 451.77 (707) INV OUT 449.86 (705) 704: MH-1 STA 10+98.94 TOP 456.00 INV IN 449.32 (705) INV OUT 449.22 (703) 702: MH-1 STA 11+57.67 TOP 455.85 INV IN 448.63 (703) INV OUT 448.53 (701) 106: MH-1 STA 12+03.34 TOP 454.23 INV IN 443.34 (107) INV IN 448.12 (109) INV IN 448.07 (701) INV OUT 443.06 (105)70745.32' OF12" HDPE@ 1.50%70553.62' OF12" HDPE@ 1.00%70358.73' OF12" HDPE@ 1.00%70145.66' OF12" HDPE@ 1.00%504A: 24" Basin - Circular Grate STA 11+12.61 TOP 438.00 INV IN 429.31 (505) INV IN 429.00 (FOUNDATION DRAIN) INV IN 427.74 (ROOF LEADER) INV OUT 427.64 (503A)503A30.87' OF12" HDPE@ 5.00%RETAININGWALLHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRP8-STR424A435440445450455435440445450455HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 812-STR 808A415420425430435440415420425430435440808A: MH-1 STA 10+55.89 TOP 427.75 INV IN 422.84 (809A) INV IN 422.84 (811) INV OUT 422.74 (809)80933.55' OF15" HDPE@ 0.55%9+5010+0011+00808A: MH-1 STA 10+55.89 TOP 427.75 INV IN 422.84 (809A) INV IN 422.84 (811) INV OUT 422.74 (809) 812: 24" NYLOPLAST BASIN DOME GRATE STA 10+00.00 TOP 427.84 INV OUT 423.19 (811)EXIST.GRADEPROP.GRADE81170.10' OF12" HDPE@ 0.50%4''DOMESTICWATERLINE8'' FIRELINE1'MIN4''DOMESTICWATERLINE8'' FIRELINE1' MIN6" PVCSANITARY1.5'MIN9+5010+0011+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRP4-STRP24404454504554604404454504554609+5010+0010+50P4: 6" Drain Basin - Pedestrian GrateSTA 10+00.00TOP 451.90INV OUT 448.49 (P3)P2: 12" Nyloplast Basin - Pedestrian Grate STA 10+16.97 TOP 451.90 INV IN 448.32 (P3) INV IN 448.32 (P5) INV OUT 448.32 (P1)PROP.GRADE424A: 12" Nyloplast Basin - Pedestrian GrateSTA 10+81.07TOP 451.75INV IN 449.40 (453)INV IN 447.95 (P1)INV IN 447.95 (ROOF LEADER)INV OUT 447.85 (423B)P2: 12" Nyloplast Basin - Pedestrian Grate STA 10+33.94 TOP 451.90 INV IN 448.32 (P3) INV IN 448.32 (P5) INV OUT 448.32 (P1)P6: 6" Drain BasinPedestrian GrateSTA 10+16.97TOP 451.90INV IN 448.49 (P7)INV OUT 448.49 (P5)P8: 6" Drain BasinPedestrian GrateSTA 10+00.00TOP 451.90INV OUT 448.66 (P7)P316.97' OF6" HDPE@ 1.00%PROP.GRADEP716.97' OF6" HDPE@ 1.00%P516.97' OF6" HDPE@ 1.00%P147.13' OF6" HDPE@ 0.79%9+5010+0011+00512: 6" Drain BasinPedestrian GrateSTA 10+00.00TOP 433.55INV OUT 430.55 (511)506: 18" Nyloplast BasinDome GrateSTA 10+68.55TOP 437.50INV IN 433.21 (507)INV IN 430.06 (511)INV OUT 429.66 (505)51149.02' OF6" HDPE@ 1.00%PROP.GRADERETAININGWALL1'8"WATERLINEDUCTBANKROOFLEADERCONNECTIONROOFLEADERCONNECTIONJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C7.0 - PROFILES.dwg | Plotted on 4/29/2019 5:19 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2N/AC7.06PROFILES PROFILE SCALE00550NOTE:CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTINGUTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS.111 DDDDDDDDDD433434425416430416 430425 4354304294294284334 314244 2 4 423422421420419 423424425426427428430431429428432419420 4204 3 5 4194174184324314314314 3 2 429417 418 42 0 421422423424426427432429421 422 423 424 427 426 428 4384374364344334 3 3 434SSSSSANSAN SSANSAN SX XUGPRPARPARPARPAL6.00PLANTING KEYPLAN1" = 50'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.00 Planting Key Plan.dwg -- Friday March 29, 2019, 1:47pm NOT FORCONSTRUCTIONKESWICK HALLLANDSCAPE50% CONSTRUCTION DOCUMENTSDATE:MARCH 29, 2019DRAWING NUMBERSCALE:DRAWING TITLEPROJECT NAMESTAMPDRAWN BY:CP, MF, KT, BO,EM, CWCHECKED BY: EG, CPPROJECT NO.: KSH 1806NO. Date Issues/Revisions1 12.21.18100% DD203.29.1950% CDNELSONLANDSCAPEARCHITECTSBYRDWOLTZ310 East Market StreetT 434.984.1358F 434.984.4158www.nbwla.comCharlottesvilleVA 229027377 Washington Blvd Suite 105Elkridge, MD 21075T (301) 495-9666specialtypoolandfountain.comN025'50'100'L6.10--L6.51--L6.13--L1.70--L6.20--L6.62--L1.61--L6.52--L6.40--L6.30--L6.31--L6.21--NOTE:1. SEE PLANTING SCHEDULE, SHEET L6.012. SEE PLANTING DETAILS, SHEET L6.80 & SHEET L6.81L6.12--L6.11--L6.41--L6.50--L6.53--L6.60--L1.63--L1.71-- L6.01PLANTINGDETAILSAS SHOWNPLANTING SCHEDULESCALE: NTSL6.011N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.01 Planting Schedule.dwg -- Friday March 29, 2019, 6:53pm NOT FORCONSTRUCTIONKESWICK HALLLANDSCAPE50% CONSTRUCTION DOCUMENTSDATE:MARCH 29, 2019DRAWING NUMBERSCALE:DRAWING TITLEPROJECT NAMESTAMPDRAWN BY:CP, MF, KT, BO,EM, CWCHECKED BY: EG, CPPROJECT NO.: KSH 1806NO. Date Issues/Revisions1 12.21.18100% DD203.29.1950% CDNELSONLANDSCAPEARCHITECTSBYRDWOLTZ310 East Market StreetT 434.984.1358F 434.984.4158www.nbwla.comCharlottesvilleVA 229027377 Washington Blvd Suite 105Elkridge, MD 21075T (301) 495-9666specialtypoolandfountain.com D (1) CARPINUS CAROLINIANA, 2" CAL. L6.10 Entry Rd & Parking N. Tree Planting Plan 1" = 20'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.10 Entry Road and Parking North Tree Planting Plan.dwg -- Friday March 29, 2019, 1:49pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N010'20'40' L6. 2 0 G O L F C L U B H O U S E T R E E P L A N T I N G P L A N L6.11 ENTRY ROAD AND PARKING SOUTH TREE P L A N T I N G P L A N GOLF CLUB LI M I T O F W O R K LIMIT OF W ORK L IM I T OF WORK L IM I T OF WORK CENTRAL ENERGY PLANT L6.11 E N T R Y R O A D A N D P A R K I N G SOUT H T R E E P L A N T I N G P L A N L6 .30 RESTAURAN T TREEPLANTING PLAN NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 (3) PLATANUS OCCIDENTALIS, 4" CAL. (1) QUERCUS STELLATA, 6" CAL. (2)QUERCUS PALUSTRIS, 6" CAL. (5) BETULA NIGRA 'CULLY', MULT-STEM, 6'-8' HT. LEGEND EXISTING TREE TO REMAIN PROPOSED TREE EXISTING LARGE OAK TO REMAIN (1) QUERCUS PALUSTRIS,6" CAL. (7) JUNIPERUS VIRGINIANA, 2" CAL. @ 15'O.C. (3) CERCIS CANADENSIS, MULTI-STEM, 10'-12' HT. (2) QUERCUS PALUSTRIS, 6" CAL. (1) QUERCUS FALCATA, 6" CAL. (6) QUERCUS COCCINEA, 6" CAL. (1) CARYA OVATA, 4" CAL. (1) CORNUS FLORIDA 'APPALACHIAN SNOW', 2" CAL. (1) PLATANUS OCCIDENTALIS, 4" CAL. (4) BETULA NIGRA 'CULLY', MULT-STEM, 6'-8' HT. (4) QUERCUS PHELLOS, 3" CAL. (2) QUERCUS FALCATA, 6" CAL. (3) CORNUS FLORIDA 'APPALACHIAN SHOW' 2" CAL. (1) CARYA OVATA, 4" CAL. (1) CARPINUS CAROLINIANA, 2" CAL. (2) CERCIS CANADENSIS, MULTI-STEM, 10'-12' HT. (2) ILEX OPACA, 2" CAL. (11) JUNIPERUS VIRGINIANA, 2" CAL., DOUBLE STAGGERED & SPACED 15' O.C. BETWEEN EXISTING CEDARS (5) FAGUS GRANDIFOLIA, 6" CAL. (1) QUERCUS ALBA, 6" CAL. (1) ILEX OPACA, 2" CAL. (3) BETULA NIGRA 'CULLY', MULT-STEM, 6'-8' HT. (1) PLATANUS OCCIDENTALIS, 6" CAL. (1) CORNUS FLORIDA 'APPALACHIAN SNOW', 2" CAL. (1) CARPINUS CAROLINIANA, 2" CAL. (2) CARYA OVATA, 4" CAL. (4) FAGUS GRANDIFOLIA, 6" CAL. (1) CORNUS FLORIDA 'APPALCHIAN SNOW' , 2" CAL. (2) FAGUS GRANDIFOLIA, 6" CAL. (1) CERCIS CANADENSIS, 2" CAL. XXXX L6.11 ENTRY ROAD AND PARKING S. TREE PLANTING PLAN 1" = 20'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.11 Entry Road and Parking South Tree Planting Plan.dwg -- Friday March 29, 2019, 1:50pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N010'20'40' L6.10 ENTRY R O A D A N D P A R K I N G NORTH TREE P L A N T I N G P L A N POOL HALL LIM I T O F WO R K LIM I T O F WO R K L6.10 E N T R Y R O A D A N D P A R K I N G NORTH T R E E P L A N T I N G P L A N L6.40 POOL TERRACETREE PLANTING PLANL6.50 KESWICK HALL WEST TREE PLANTING PLANL6.60 NEW GUEST WINGWEST TREE PLANTING PLANNOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 LEGEND EXISTING TREE TO REMAIN PROPOSED TREE EXISTING LARGE OAK TO REMAIN (1) QUERCUS FALCATA, 6" CAL. (40) MAGNOLIA GRANDIFLORA 'LITTLE GEM', 8'-10' HT. (3) ACER LEUCODERME, 2" CAL. (1) ACER LEUCODERME, 2" CAL. (1) CARYA OVATA, 4" CAL. (3) ACER LEUCODERME, 2" CAL. (2) CARYA OVATA, 4" CAL. (3) CORNUS FLORIDA 'APPALACHIAN SNOW', 2" CAL. (2) QUERCUS STELLATA, 6" CAL. (2) CORNUS FLORIDA 'APPALCHIAN SNOW', 2" CAL. (1) CARYA OVATA, 4" CAL. (1) QUERCUS ALBA, 6" CAL. (1) QUERCUS ALBA, 6" CAL. (1) QUERCUS STELLATA, 6" CAL. (1) MAGNOLIA X SOULANGEANA 'JANE', 10'-12' HT. (3) QUERCUS PALUSTRIS, 6" CAL. (1) CERCIS CANADENSIS, 2" CAL. (1) CORNUS FLORIDA 'APPLACHIAN SNOW', 2" CAL. (2) MAGNOLIA STELLATA 'ROYAL STAR', 8'-10' HT. NEW GUEST WING D L6.12 Entry Rd & Parking N Understory Planting Plan 1" = 20'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.12 Entry Road and Parking North Understory Planting Plan.dwg -- Friday March 29, 2019, 1:51pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N010'20'40' L6. 2 0 G O L F C L U B H O U S E U N D E R S T O R Y P L A N T I N G P L A N L6.13 ENTRY ROAD AND PARKING SOUTH UNDERSTORY PLANTING PLAN PLANTER GOLF CLUB LI M I T O F W O R K LIMIT OF W ORK L IM I T OF WORK L IM I T OF WORK CENTRAL ENERGY PLANT L6.13 E N T R Y R O A D A N D P A R K I N G SOUT H U N D E R S T O R Y P L A N T I N G P L A N L6.32 RES TAURAN TUNDERSTORY PLANT ING PLAN (26) CARPINUS BETULUS, 5' HT. (160) ECHINACEA 'VIRGIN', 1 GAL @ 12" O.C. (210) AGASTACHE 'BLUE FORTUNE', 1 GAL @ 18" O.C. LAWN (100) ACHILLEA 'SONOMA COAST', 1 GAL @ 12" O.C. (75) AMSONIA HUBRICHTII, 1 GAL @ 24" 0.C. (150) ECHINACEA PURPUREA, 1 GAL @ 18" O.C. (70) ACHILLEA 'SONOMA COAST', 1GAL @ 12" O.C. (190) AGASTACHE 'BLUE FORTUNE', 1 GAL @ 18" O.C. (17) CORNUS STOLONIFERA 'ARCTIC FIRE' (175) ECHINACEA PURPUREA, 1 GAL @ 18" O.C. LAWN (72) CARPINUS BETULUS, 5' HT. (200) ACHILLEA 'SONOMA COAST', 1 GAL @ 12" O.C. (120) AMSONIA HUBRICHTII, 1 GAL @ 24" 0.C. (175) ECHINACEA PURPUREA, 1 GAL @ 18" O.C. (220) ECHINACEA 'VIRGIN', 1 GAL @ 12" O.C. (30) CARPINUS BETULUS, 5' HT (80) VERONIA 'IRON BUTTERFLY' 1 GAL @ 24" O.C. (11) CORNUS STOLONIFERA 'ARCTIC FIRE', 5 GAL. (360) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C. (70) ACHILLEA 'SONOMA COAST', 1 GAL @ 12" O.C. (180) AGASTACHE 'BLUE FORTUNE', 1 GAL @ 18" O.C. (11) CORNUS STOLONIFERA 'ARCTIC FIRE' (70) ACHILLEA 'SONOMA COAST', 1 GAL @ 12" O.C. (50) ECHINACEA PURPUREA, 1 GAL @ 18" O.C. (58) CARPINUS BETULUS, 5' HT. BIORETENTION FACILITY 01 PLAN ENLARGEMENT, SEE SHEET L6.14 BIORETENTION FACILITY 03 PLAN ENLARGEMENT, SEE SHEET L6.14 BIORETENTION FACILITY 03 PLAN ENLARGEMENT, SEE SHEET L6.14 (70) ACHILLEA 'SONOMA COAST', 1 GAL @ 12" O.C. (17) CORNUS STOLONIFERA 'ARCTIC FIRE' (400) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C. (90) VERONIA 'IRON BUTTERFLY' 1 GAL @ 24" O.C. (105) AGASTACHE 'BLUE FORTUNE', 1 GAL @ 18" O.C. (115) ACHILLEA 'SONOMA COAST', 1 GAL @ 12" (20) AMSONIA HUBRICHTII, 1 GAL @ 24" 0.C. LAWN LAWN (100) ACHILLEA 'SONOMA COAST', 1 GAL @ 12" O.C. LAWN N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.12 Entry Road and Parking North Understory Planting Plan.dwg -- Friday March 29, 2019, 1:51pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com LAWN MEADOW MIX 1 MEADOW MIX 2 MEADOW MIX 3 AESCULUS PARVIFLORA, 10 GAL. RHODODENDRON SPP., 10 GAL. VIBURNUM ACERFOLIUM, 5 GAL. HYDRANGEA QUERCIFOLIA, 15 GAL. LINDERA BENZOIN, 15 GAL. ILEX VERTICILLATA 'NANA', 5 GAL. (140) AGASTACHE 'BLUE FORTUNE', 1 GAL @ 18" O.C. (20) AMSONIA HUBRICHTII, 1 GAL @ 24" 0.C. (120) AMSONIA HUBRICHTII, 1 GAL @ 24" 0.C. (30) VERONIA 'IRON BUTTERFLY' 1 GAL @ 24" O.C. (150) AMSONIA HUBRICHTII, 1 GAL @ 24" 0.C. (150) ECHINACEA PURPUREA, 1 GAL @ 18" O.C. NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 PARKING AREA GROUNDCOVER MIX PARKING AREA MIX XXXX L6.13 Entry Rd & Parking S Understory Planting Plan 1" = 20'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.13 Entry Road and Parking South Understory Planting Plan.dwg -- Friday March 29, 2019, 1:52pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N010'20'40' L6.12 ENTRY ROAD AND PAR K I N G NORTH UNDERSTORY PLANTI N G P L A N LAWN POOL HALL LIM I T O F WO R K LIM I T O F WO R K L6.12 E N T R Y R O A D A N D P A R K I N G NORTH U N D E R S T O R Y P L A N T I N G P L A N L6.41 POOL TERRACEUNDERSTORY PLANTINGPLANL6.52 KESWICK HALL WESTUNDERSTORY PLANTING PLANL6.62 NEW GUEST WING WESTUNDERSTORY PLANTING PLAN(1) ILEX VERTICILLATA 'WINTER RED' (17) HYDRANGEA PANICULATA 'JANE', 10 GAL. (3) VIBURNUM X PRAGENSE, 15 GAL. (3) DEUTZIA GRACILIS 'NIKKO', 3 GAL (3) VIBURNUM X PRAGENSE, 15 GAL. (2) ILEX VERTICILLATA 'WINTER RED' (21) HYDRANGEA PANICULATA 'JANE', 10 GAL. (90) ANNUALS, 4" POT @ 10" O.C. GLOBE BUXUS SPP: (13) 3 GAL., (5) 5 GAL., (1) 10 GAL. (3) ILEX VERTICILLATA 'NANA', 5 GAL. (14) HYDRANGEA ANOMALA PETIOLARIS, 1 GAL @ 6' O.C. ALONG RETAINING WALL AS SHOWN EXISTING HEDGE TO REMAIN LAWN MEADOW MIX 1 MEADOW MIX 2 MEADOW MIX 3 AESCULUS PARVIFLORA, 10 GAL. RHODODENDRON SPP., 10 GAL. VIBURNUM ACERFOLIUM, 5 GAL. HYDRANGEA QUERCIFOLIA, 15 GAL. LINDERA BENZOIN, 15 GAL. ILEX VERTICILLATA 'NANA', 5 GAL. (4) DEUTZIA GRACILIS 'NIKKO', 3 GAL (4) DEUTZIA GRACILIS 'NIKKO', 3 GAL (190) ANNUALS, 4" POT @ 10" O.C. (60) ANNUALS, 4" POT @ 10" O.C. (13) DEUTZIA GRACILIS 'NIKKO', 3 GAL GLOBE BUXUS SPP: (13) 3 GAL., (5) 5 GAL., (1) 10 GAL. (13) DEUTZIA GRACILIS 'NIKKO', 3 GAL (57) CLIPPED BUXUS SPP. HEDGE, 3 GAL @ 12" O.C. (1) ILEX VERTICILLATA 'NANA', 5 GAL. (190) ANNUALS, 4" POT @ 10" O.C. (57) CLIPPED, BUXUS SPP. HEDGE, 3 GAL @ 12" O.C. (140) RHUS AROMATICA 'GRO-LOW', 3 GAL @ 36" O.C. (152) HYDRANGEA PANICULATA 'JANE', 10 GAL. (400) SPOROBOLUS HETEROLEPIS, 1 GAL @ 24" O.C. (675) ANNUALS, 4" POT @ 10" O.C. MIX OF: (XX) EPIMEDIUM GRANDIFLORA, 1 GAL @ 12" O.C. (XX) HEUCHERA 'AUTUMN BRIDE',1 GAL @ 12" O.C. (XX) POLYSTICHUM ACROSTICHOIDES, 1 GAL @ 12" O.C. NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 PARKING AREA GROUNDCOVER MIX PARKING AREA MIX NEW GUEST WING (275 SF) REINFORCED LAWN FOR ACCESS (60) ANNUALS, 4" POT @ 10" O.C. L6.14 Bioretention Planting Plan Enlargements 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.14 Bioretention Planting Plan Enlargements.dwg -- Friday March 29, 2019, 1:53pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 3. SEE SHEET L6.13 FOR SHRUB SPECIES AND UNDERSTORY PLANTING (410) CAREX STRICTA, 1 GAL @ 12" O.C. (70) CHASMANTHIUM LATIFOLIUM, 1 GAL @ 18" O.C (70) ZIZIA AUREA, 1 GAL @ 18" O.C. (200) IRIS CRISTATA, 1 GAL @ 12" O.C. (40) DRYOPTERIS MARGINALIS, 1 GAL @ 18" O.C. (20) OSMUNDA CINNAMOMEA 1 GAL @ 18" O.C. (65) PYCNANTHEMUM MUTICUM, 1 GAL @ 18" O.C. (70) DRYOPTERIS MARGINALIS, 1 GAL @ 18" O.C. (110) IRIS CRISTATA, 1 GAL @ 12" O.C. (40) PYCNANTHEMUM MUTICUM, 1 GAL @ 18" O.C. (25) CHASMANTHIUM LATIFOLIUM, 1 GAL @ 18" O.C (20) OSMUNDA CINNAMOMEA, 1 GAL @ 18" O.C. (85) PYCNANTHEMUM MUTICUM 1 GAL @ 18" O.C. (50) DRYOPTERIS MARGINALIS 1 GAL @ 18" O.C. (200) IRIS CRISTATA, 1 GAL @ 12" O.C. (600) CAREX STRICTA, 1 GAL @ 12" O.C. (45) OSMUNDA CINNAMOMEA, 1 GAL @ 18" O.C. (20) OSMUNDA CINNAMOMEA, 1 GAL @ 18" O.C. (50) OSMUNDA CINNAMOMEA, 1 GAL @ 18" O.C. (120) ZIZIA AUREA, 1 GAL @ 18" O.C. (150) CHASMANTHIUM LATIFOLIUM, 1 GAL @ 18" O.C. (5) OSMUNDA CINNAMOMEA, 1 GAL @ 18" O.C. (40)ZIZIA AUREA, 1 GAL @ 18" O.C. (90) CHASMANTHIUM LATIFOLIUM 1 GAL @ 18" O.C. (70) ZIZIA AUREA, 1 GAL @ 18" O.C. (80) PYCNANTHEMUM MUTICUM 1 GAL @ 18" O.C. (60) DRYOPTERIS MARGINALIS, 1 GAL @ 18" O.C. (85) CAREX STRICTA, 1 GAL @ 12" O.C. (55) DRYOPTERIS MARGINALIS, 1 GAL @ 18" O.C. (60) PYCNANTHEMUM MUTICUM, 1 GAL @ 18" O.C. (65) IRIS CRISTATA, 1 GAL @ 12" O.C. (40) OSMUNDA CINNAMOMEA 1 GAL @ 18" O.C. (585) CAREX STRICTA, 1 GAL @ 12" O.C. (70) DRYOPTERIS MARGINALIS, 1 GAL @ 18" O.C. (100) IRIS CRISTATA, 1 GAL @ 12" O.C. (60) PYCNANTHEMUM MUTICUM, 1 GAL @ 18" O.C. (15) ZIZIA AUREA, 1 GAL @ 18" O.C. (75) CHASMANTHIUM LATIFOLIUM, 1 GAL @ 18" O.C. (20) OSMUNDA CINNAMOMEA 1 GAL @ 18" O.C.. (80) IRIS CRISTATA, 1 GAL @ 12" O.C. (85) ZIZIA AUREA, 1 GAL @ 18" O.C. (50) CHASMANTHIUM LATIFOLIUM, 1 GAL @ 18" O.C BIORETENTION FACILITY 01 PLANTING PLAN ENLARGEMENT SCALE: 1"=10'-0"L6.14 01 BIORETENTION FACILITY 03 PLANTING PLAN ENLARGEMENT SCALE: 1"=10'-0"L6.14 03 BIORETENTION FACILITY 02 PLANTING PLAN ENLARGEMENT SCALE: 1"=10'-0"L6.14 02 (25) DRYOPTERIS MARGINALIS 1 GAL @ 18" O.C. (60) CHASMANTHIUM LATIFOLIUM, 1 GAL @ 18" O.C D L6.20 Golf Clubhouse Tree Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.20 Golf Clubhouse Tree Planting Plan.dwg -- Friday March 29, 2019, 1:54pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' L IM I T O F WORK LIMIT O F W O R K LIM IT OF WORK LIM I T O F WORK L6. 1 0 E N T R Y R O A D A N D P A R K I N G N O R T H T R E E P L A N T I N G P L A N L6.30 R E S T A U R A N T T R E E P L A N TI N G P L A N S GOLF CLUB RESTAURANT CENTRAL ENERGY PLANT NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 LEGEND EXISTING TREE TO REMAIN PROPOSED TREE EXISTING LARGE OAK TO REMAIN (3) MAGNOLIA VIRGINIANA, MULTI-STEM, 12' HT. (1) MAGNOLIA GRANDIFLORA, 4" CAL. (1) FAGUS GRANDIFOLIA 6" CAL. (6) ACER RUBRUM 'OCTOBER GLORY' 4" CAL. (4) STEWARTIA PSEUDOCAMELIA, MULTI-STEM, 6'-8' HT. (4) AMELANCHIER ARBOREA 'AUTUMN BRILLIANCE', MULTI-STEM, 12' HT. D L6.21 Golf Clubhouse Understory Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.21 Golf Clubhouse Understory Planting Plan.dwg -- Friday March 29, 2019, 1:55pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' L IM I T O F WORK LIMIT O F W O R K LIM IT OF WORK LIM I T O F WORK L6. 1 2 E N T R Y R O A D AN D P A R K I N G N O R T H UN D E R S T O R Y PL A N T I N G P L A N L6.31 R E S T A U R A N T U N D E R S T O R Y P L A N TI N G P L A N GOLF CLUB RESTAURANT CENTRAL ENERGY PLANT NATIVE GRASS MIX: (55) BOUTELOUA 'BLONDE AMBITION', 1 GAL @ 18" O.C. (30) SPOROBOLUS HETEROLEPIS, 1 GAL @ 24" O.C. (125)SCHIZACHYRIUM 'STANDING OVATION, 1 GAL @ 12" O.C. (19) FOTHERGILLA GARDENII, 2'-3' HT. (115) ANNUALS, 4" POT @ 10" O.C. (15) FOTHERGILLA GARDENII, 5 GAL. (120) ANNUALS, 4" POT @ 10" O.C. (19) FOTHERGILLA GARDENII, 2'-3' HT. (29) CARPINUS BETULUS, 4' HT (5) ARONIA MELANOCARPA 'AUTUMN MAGIC', 15 GAL. (27) FOTHERGILLA GARDENII, 2'-3' HT. (200) ANNUALS, 4" POT @ 10" O.C. (17) ITEA VIRGINICA 'HENRY'S GARNET', 10 GAL. NATIVE GRASS MIX: (155) BOUTELOUA 'BLONDE AMBITION', 1 GAL @ 18" O.C. (80) SPOROBOLUS HETEROLEPIS, 1 GAL @ 24" O.C. (345)SCHIZACHYRIUM 'STANDING OVATION, 1 GAL @ 12" O.C. (47) FOTHERGILLA GARDENII, 2'-3' HT. (385) ANNUALS, 4" POT @ 10" O.C. (11) VIBURNUM X PRAGENSE, 15 GAL (5) VIBURNUM X PRAGENSE, 15 GAL. LAWN MEADOW MIX 1 MEADOW MIX 2 MEADOW MIX 3 PARKING AREA GROUNDCOVER MIX (3) ARONIA MELANOCARPA 'AUTUMN MAGIC', 15 GAL. (6) ARISTOLOCHIA MARCOPHYLLA, 1 GAL, SPACE AS SHOWN (50) SCHIZACHYRIUM SCOPARIUM 'STANDING OVATION , 1 GAL @ 12" O.C. (200) BOUTELOUA 'BLONDE AMBITION', 1 GAL @ 18" O.C. (175) ANNUALS, 4" POT @ 10" O.C. MIXTURE OF: (75) AMSONIA HUBRICHTII, 1 GAL @ 24" O.C. (320) ECHINACEA 'VIRGIN',1 GAL @ 12" O.C. (320) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C. (50) NARCISSUS 'THALIA', BULBS PLANTED THROUGHOUT AS SHOWN MIXTURE OF: (65) AMSONIA HUBRICHTII, 1 GAL @ 24" O.C. (280) ECHINACEA 'VIRGIN',1 GAL @ 12" O.C. (280) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C. (50) NARCISSUS 'THALIA', BULBS PLANTED THROUGHOUT AS SHOWN PARKING AREA MIX NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 L6.30 Restaurant Tree Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.30 Restaurant Tree Planting Plan.dwg -- Friday March 29, 2019, 1:56pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' GOLF CLUB RESTAURANT LIM I T O F WORKL6.10 ENTRY ROAD AND PARKINGNORTH TREE PLANTING PLANL2.20 G O L F C L U B H O U S E T R E E PLAN TI N G P L A N L6.40 P O O L T E R R A C E T R E E P L A N TI N G P L A N NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 LEGEND EXISTING TREE TO REMAIN PROPOSED TREE EXISTING LARGE OAK TO REMAIN (1) CORNUS ALTERNIFOLIA, 2" CAL. L6.31 Restaurant Understory Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.31 Restaurant Understory Planting Plan.dwg -- Friday March 29, 2019, 1:57pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' GOLF CLUB RESTAURANT LIM I T O F WORKL6.12 ENTRY ROAD AND PARKINGNORTH UNDERSTORY PLANTING PLANL6.21 G O L F C L U B H O U S E UNDE R S T O R Y P L A N TI N G P L A N L6.41 P O O L T E R R A C E U N D E R S T O R Y P L A N TI N G P L A N KITCH E N G A R D E N P L A N TI N G P L A N ENLA R G E M E N T, S E E S H E E T L 6. 3 2 (30) SCHIZACHYRIUM SCOPARIUM 'STANDING OVATION', 1 GAL @ 12" O.C. (1) BEAN WIGWAM (90) SCHIZACHYRIUM SCOPARIUM 'STANDING OVATION', 1 GAL @ 12" O.C. (40) SCHIZACHYRIUM SCOPARIUM 'STANDING OVATION', 1 GAL @ 12" O.C. (35) AMSONIA HUBRUCHTII, 1 GAL @ 24" O.C. (16) CARPINUS BETULUS, 4' HT. (15) ANNUALS, 4" POT @ 10" O.C. (20)ANNUALS, 4" POT @ 10" O.C. (10) AMSONIA HUBRUCHTII, 1 GAL @ 24" O.C. (20) ANNUALS, 4" POT @ 10" O.C. (10) AMSONIA HUBRUCHTII, 1 GAL @ 24" O.C. (5) CARPINUS BETULUS, 5' HT. (95) ANNUALS, 4" POT @ 10" O.C. (3) HYDRANGEA QUERCIFOLIA 'PEE WEE', 10 GAL. (55) ECHINACEA 'GREEN JEWEL, 1 GAL @ 18" O.C. (1) HAMAMELIS VIRGINIANA, 15 GAL. (5) ECHINACEA 'VIRGIN', 1 GAL @ 12" O.C. MIX OF: (230) SESLERIA AUTUMNALIS, 1 GAL @ 12" O.C. (230) CAREX BREVOIR, 1 GAL @ 12" O.C. (3) CALLICARPA 'PURPLE PEARLS', 10 GAL. (20) AQUILEGIA CANADENSIS, 1 GAL @ 12" O.C. (2) CALLICARPA 'PURPLE PEALRS', 10 GAL. NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 & SHEET L6.81 LAWN MEADOW MIX 1 MEADOW MIX 2 MEADOW MIX 3 (45) SOLIDAGO 'FIREWORKS', 1 GAL @ 18" O.C. (55) ASTER NOVAE-ANGLIAE 'PURPLE DOME', 1 GAL @ 18" O.C. MIXTURE OF: (10) AMSONIA HUBRICHTII, 1 GAL @ 24" O.C. (35) ECHINACEA 'VIRGIN',1 GAL @ 12" O.C. (35) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C. (5)ALLIUM 'PURPLE SENSATION PLANTED THROUGHOUT LAWN LAWN LAWN (95) AMSONIA 'BLUE ICE', 1 GAL @ 12" O.C. PARKING AREA GROUNDCOVER MIX PARKING AREA MIX 12" WIDE LAWN MOW STRIP ALONG SIDEWALK LAWN 465L6.32 Restaurant Understory Planting Plan 1/4" = 1'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.32 Restaurant Understory Planting Plan Enlargement.dwg -- Friday March 29, 2019, 1:58pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N02'4'8' (1) LAGENARIA SICERARIA, 1 GAL (1) LAGENARIA SICERARIA, 1 GAL (15) ANNUALS, 4" POT @ 10" O.C. (10) THYMUS SERPYLLUM, 4" POT @ 12" O.C. (7) AGASTACHE FOENICULUM, 1 GAL @ 18" O.C (5) ALLIUM CERNUUM, 4" POT @ 12" O.C. (3) PETROSELINUM CRISPUM, 4" POT @ 12" O.C. (1) LAGENARIA SICERARIA, 1 GAL (1) WISTERIA FRUTESCENS, 1 GAL. (7) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C. (50) ANNUALS, 4" POT @ 10" O.C. (1) WISTERIA MACROSTACHYA 'CLARA MACK', 1 GAL. (1) LAGENARIA SICERARIA, 1 GAL (3) ROSMARINUS OFFICINALIS 'ARP', 3 GAL. (20) THYMUS SERPYLLUM, 4" POT @ 12" O.C. (4) ECHINACEA PURPUREA, 1 GAL @ 18" O.C. (5) ANETHUM GRAVEOLENS, 4" POT @ 12" O.C. (3) ROSMARINUS OFFICINALIS 'ARP', 3 GAL. (5) AGASTACHE FOENICULUM, 1 GAL @ 18" O.C. (5) OCIMUM BASILICUM, 4" POT @ 12" O.C. (2) ROSMARINUS OFFICINALIS 'ARP', 3 GAL. (17) MENTHA SPICATA, 4" POT @ 12" O.C. (3) ECHINACEA PUPUREA, 1 GAL @ 18" O.C. (1) BEAN WIGWAM (10) SCHIZACHYRIUM SCOPARIUM 'STANDING OVATION', 1 GAL @ 12" O.C. (1) ROSMARINUS OFFICINALIS 'ARP', 3 GAL. (1) BEAN WIGWAM (3) ROSMARINUS OFFICINALIS 'ARP', 3 GAL. (10) SCHIZACHYRIUM SCOPARIUM 'STANDING OVATION', 1 GAL @ 12" O.C. (9) PHLOX PANICULATA 'BLUE PARADISE', 1 GAL @ 18" O.C. (4) ANTHETHUM GRAVEOLENS, 4" POT @ 12" O.C. (6) ALLIUM CERNUUM, 4" POT @ 12" O.C. (10) SALVIA OFFICINIALIS, 1 GAL @ 18" O.C. (3)ANETHUM GRAVEOLENS, 4" POT @ 12" O.C. (3) EUPATORIUM PURPUREUM 'BABY JOE', 1 GAL @ 18" O.C. (9) SALVIA OFFICINIALIS, 1 GAL @ 18" O.C. (12) ALLIUM CERNUUM, 4" POT @ 12" O.C. (3) ROSMARINUS OFFICINALIS 'ARP', 3 GAL. (7) PHLOX PANICULATA 'BLUE PARADISE', 1 GAL @ 18" O.C. (4) CORIANDRUM SATIVUM, 4" POT @ 12" O.C. (10) OCIMUM BASILICUM, 4" POT @ 12" O.C. (7) ALLIUM CERNUUM, 4" POT @ 12" O.C. (3) EUPATORIUM PURPUREUM 'BABY JOE', 1 GAL @ 18" O.C. (9) ORIGANUM VULGARE, 4" POT @ 12" O.C. (12) AGASTACHE FOENICULUM, 1 GAL @ 18" O.C. (20) THYMUS SERPYLLUM, 4" POT @ 12" O.C. (10) PETROSELINUM CRISPUM, 4" POT @ 12" O.C. (5) ECHINACEA PURPUREA, 1 GAL @ 18" O.C. (3) ROSMARINUS OFFICINALIS 'ARP', 3 GAL. (6) ORIGANUM VULGARE, 4" POT @ 12" O.C. (3) SALVIA OFFICINALIS, 1 GAL @ 18" O.C. (3) EUPATORIUM PURPUREUM 'BABY JOE', 1 GAL @ 18" O.C. (3) CORIANDRUM SATIVUM, 4" POT @ 12" O.C. (8) 3 TIERED APPLE ESPALIER, 8'-0" O.C. (3) PHLOX PANICULATA 'BLUE PARADISE', 1 GAL @ 18" O.C. (6) ECHINACEA 'VIRGIN', 1 GAL @ 12" O.C. (25) SPOROBOLUS HETEROLEPIS, 1 GAL @ 24" O.C. (5) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C. (8) ECHINACEA 'VIRGIN', 1 GAL @ 12" O.C. (8) MENTHA SPICATA, 4" POT @ 12" O.C. (3) SALVIA OFFICINIALIS, 1 GAL @ 18" O.C. (15) ANNUALS, 4" POT @ 10" O.C. (7) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C. (1) LAGENARIA SICERARIA, 1 GAL (5) OCIMUM BASILICUM, 4" POT @ 12" O.C. (5) MENTHA SPICATA, 4" POT @ 12" O.C. (5) ANTHETHUM GRAVEOLENS, 4" POT @ 12" O.C. (30) LAVANDULA X INTERMEDIA 'NIKO', 3 GAL (50) ANNUALS, 4" POT @ 10" O.C. (12) CARPINUS BETULUS, 5' HT. NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 & SHEET L6.81 L6.40 Pool Terrace Tree Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.40 Pool Terrace Tree Planting Plan.dwg -- Friday March 29, 2019, 1:59pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' RESTAURANT POOL KESWICK HALL LIM I T O F WO R K L6.30 R E S T A U R A N T TREE P L A N TI N G P L A N L6.50 K E S W I C K H A L L W E S T T R E E P L A N T I N G P L A N L6.51 K E S W I C K H A L L E A S T T R E E P L A N T I N G P L A NL6.11 ENTRY ROAD AND PARKINGSOUTH TREE PLANTING PLANNOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 & L6.81 LEGEND EXISTING TREE TO REMAIN PROPOSED TREE EXISTING LARGE OAK TO REMAIN (6) ACER RUBRUM 'OCTOBER GLORY', 4" CAL. (1) ACER RUBRUM 'BOWHALL', 2" CAL. (1) AMELANCHIER ARBOREA 'AUTUMN BRILLIANCE', 2" CAL. (1) ACER RUBRUM 'BOWHALL', 2" CAL. (4) MAGNOLIA VIRGINIANA 'MOONGLOW' 12' HT. (1) AMELANCHIER ARBOREA 'AUTUMN BRILLIANCE', MULTI-STEM, 12' HT. (3) DIOSPYROS VIRGINIANA, 2" CAL. (1) QUERCUS FALCATA, 6" CAL. (4) MAGNOLIA VIRGINIANA 'MOONGLOW' 12' HT. (3) ASIMINA TRILOBA, 2" CAL. (1) AMELANCHIER ARBOREA 'AUTUMN BRILLIANCE', 2" CAL. (1) AMELANCHIER ARBOREA 'AUTUMN BRILLIANCE', 2" CAL. (3) CARYA GLABRA, 4" CAL. (2) CORNUS ALTERNIFOLA, 2" CAL. (3) CARYA OVATA, 4" CAL. L6.41 Pool Terrace Understory Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.41 Pool Terrace Understory Planting Plan.dwg -- Friday March 29, 2019, 2:00pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' RESTAURANT KESWICK HALL LIM I T O F WO R K L6.31 R E S T A U R A N T U N D E R S T O R Y PLAN TI N G P L A N L6.52 K E S W I C K H A L L W E S T UNDER S T O R Y P L A N T I N G P L A N L6.53 K E S W I C K H A L L E A S T U N D E R S T O R Y P L A N T I N G P L A NL6.13 ENTRY ROADAND PARKING SOUTHUNDERSTORYPLANTING PLAN(40) SEDUM 'STARDUST, 1 GAL @ 12" O.C. (30) SALIVA 'SCHNEEHUGEL', 1 GAL @ 12" O.C. (11) CARPINUS BETULUS, 5' HT. (85) ANNUALS, 4" POT @ 10" O.C. (15) PERVOSKIA ATRIPLICIFOLIA, 1 GAL @ 24" O.C. (3) ARONIA MELANOCARPA 'AUTUMN MAGIC', 10 GAL (20) CARPINUS BETULUS, 4' HT. (8) BUXUS SPP., 5 GAL. (45) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C. (55) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C. (25) SPOROBOLUS HETEROLEPSIS, 1 GAL @ 24" O.C. (25) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C. (25) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C. (15) SPOROBOLUS HETEROLEPSIS, 1 GAL @ 24" O.C. (7) BUXUS SPP., 5 GAL. (30) STACHYS 'HUMMELO', 1 GAL @ 12" O.C. (80) ANNUALS, 4" POT @ 10" O.C. (5) ARONIA MELANOCARPA 'AUTUMN MAGIC', 10 GAL (40) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C. (10) ARONIA MELANOCARPA 'AUTUMN MAGIC', 10 GAL (25) NEPETA 'WALKER'S LOW', 1 GAL @ 18" O.C. (25) SPOROBOLUS HETEROLEPSIS, 1 GAL @ 24" O.C. (60) SOLIDAGO 'FIREWORKS', 1 GAL @ 18" O.C. (10) PYCANTHEMUM MUTICUM, 1 GAL @ 18" O.C. (60) PYCANTHEMUM MUTICUM, 1 GAL @ 18" O.C. (95) ECHINACEA PURPUREA, 1 GAL @ 18" O.C. (75) PENSEMON HIRSUTUS, 1 GAL @ 12" O.C. POOL TERRACE PLANTING PLAN ENLARGEMENT, SHEET L6.42 LAWN MEADOW MIX 1 MEADOW MIX 2 MEADOW MIX 3 (20) ANNUALS, 4" POT @ 10" O.C. MIXTURE OF: (15) AMSONIA HUBRICHTII, 1 GAL @ 24" O.C. (70) ECHINACEA 'VIRGIN',1 GAL @ 12" O.C. (70) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C. (5)ALLIUM 'PURPLE SENSATION' & (5) ALLIUM 'MT. EVEREST' PLANTED THROUGHOUT (5) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C. (90) ANNUALS, 4" POT @ 10" O.C. (35) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C. (40) SEDUM 'STARDUST, 1 GAL @ 12" O.C. (30) SALIVA 'SCHNEEHUGEL', 1 GAL @ 12" O.C. (15) PERVOSKIA ATRIPLICIFOLIA, 1 GAL @ 24" O.C. (45) ECHINACEA 'GREEN JEWEL', 1 GAL @ 18" O.C. (5) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C. (30) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C. (20) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C. (15) SPOROBOLUS HETEROLEPSIS, 1 GAL @ 24" O.C. (10) NEPETA 'WALKER'S LOW', 1 GAL @ 18" O.C. (30) STACHYS 'HUMMELO', 1 GAL @ 12" O.C. 12" WIDE LAWN MOW STRIP ALONG SIDEWALK 12" WIDE LAWN MOW STRIP ALONG SIDEWALK MIXTURE OF: (15) AMSONIA HUBRICHTII, 1 GAL @ 24" O.C. (60) ECHINACEA 'VIRGIN',1 GAL @ 12" O.C. (60) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C. (5)ALLIUM 'PURPLE SENSATION' & (5) ALLIUM 'MT. EVEREST' PLANTED THROUGHOUT NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 & SHEET L6.81 PARKING AREA GROUNDCOVER MIX PARKING AREA MIX X X X X L6.50 Keswick Hall West Tree Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.50 Keswick Hall West Tree Planting Plan.dwg -- Friday March 29, 2019, 2:02pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' KESWICK HALLL6.11 ENTRY ROAD AND PARKINGSOUTH TREE PLANTING PLANL6.40 P O O L T E R R A C E TREE PL A N T I N G P L A N L6.51 KESWICK HALL EAST TREE PLANTING PLANNOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 LEGEND EXISTING TREE TO REMAIN PROPOSED TREE EXISTING LARGE OAK TO REMAIN (8) ACER RUBRUM 'OCTOBER GLORY', 4" CAL. (4) CARPINUS CAROLINIANA, 2" CAL. (2) MAGNOLIA GRANDIFLORA 'LITTLE GEM', 8'-10' HT. L6.51 Keswick Hall East Tree Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.51 Keswick Hall East Tree Planting Plan.dwg -- Friday March 29, 2019, 2:03pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' KESWICK HALL LIM I T O F WORKL6.50 KESWICK HALL WEST TREE PLANTING PLANL6.40 P O O L T E R R A C E T R E E P L A N T I N G P L A N L6.61 NEW G U E S T W I N G E A S T T R E E P L A N T I N G P L A N NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 LEGEND EXISTING TREE TO REMAIN PROPOSED TREE EXISTING LARGE OAK TO REMAIN (3) AMELANCHIER ARBOREA 'AUTUMN BRILLIANCE', MULTI-STEM, 12'HT. (4) AMELANCHIER ARBOREA 'AUTUMN BRILLIANCE', MULTI-STEM, 12'HT. (1) ASIMINA TRILOBA, 2" CAL. (3) GLEDITSIA TRIACANTHOS F. INERMIS, 6" CAL. (4) STYRAX JAPONICUS, MULTI-STEM, 6'-8' HT. (3) GLEDITSIA TRIACANTHOS F. INERMIS, 6" CAL. (4) STYRAX JAPONICUS, MULTI-STEM, 6'-8' HT. XXL6.52Keswick Hall WestUnderstoryPlanting Plan1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.52 Keswick Hall West Understory Planting Plan.dwg -- Friday March 29, 2019, 2:04pm NOT FORCONSTRUCTIONKESWICK HALLLANDSCAPE50% CONSTRUCTION DOCUMENTSDATE:MARCH 29, 2019DRAWING NUMBERSCALE:DRAWING TITLEPROJECT NAMESTAMPDRAWN BY:CP, MF, KT, BO,EM, CWCHECKED BY: EG, CPPROJECT NO.: KSH 1806NO. Date Issues/Revisions1 12.21.18100% DD203.29.1950% CDNELSONLANDSCAPEARCHITECTSBYRDWOLTZ310 East Market StreetT 434.984.1358F 434.984.4158www.nbwla.comCharlottesvilleVA 229027377 Washington Blvd Suite 105Elkridge, MD 21075T (301) 495-9666specialtypoolandfountain.comN05'10'20'KESWICK HALLL6.13 ENTRY ROAD AND PARKINGSOUTH UNDERSTORY PLANTING PLAN L6.41 POOL TERRACE UNDRERSTORY PLANTING PLANL6.53 K E S W I C K H A L L E A S T U N D E R S T O R Y P L A N T I N G P L A N (12) ITEA VIRGINIA 'HENRY'S GARNET', 10 GAL.(6) CEANOTHUS AMERICANUS, 2'-3' HT.(20) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C.(75) ANNUALS, 4" POT @ 10" O.C.(13) CEANOTHUS AMERICANUS, 2'-3' HT.(40) ANNUALS, 4" POT @ 10" O.C.(40) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C.(12) ITEA VIRGINIA 'HENRY'S GARNET', 10 GAL.(3) CARPINUS BETULUS, 5' HT.(10) ASTER NOVAE-ANGLIAE 'PURPLE DOME'(34) FOTHERGILLA MT. AIRY, 3'-4' HT.(20) AGASTACHE 'BLUE FORTUNE', 1 GAL @ 18" O.C.(10) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C.(45) ECHINACEA 'VIRGIN', 1 GAL @ 12" O.C.(40) LIATRIS 'KOBOLD', 1 GAL@ 18" O.C.(35) ACHILLEA 'SONOMACOAST', 1 GAL @ 12" O.C.(60) PENSTEMON 'HUSKER RED',1 GAL @ 18" O.C.(25) BAPTISIA 'PURPLE SMOKE',1 GAL @ 24" O.C.(54) CARPINUS BETULUS,5' HT.(38) CARPINUS BETULUS,4' HT.(340) BOUTELOUAGRACILIS 'BLONDEAMBITION', 1 GAL @18" O.C.(42) CARPINUS BETULUS, 5' HT.(8) ITEA VIRGINIA 'HENRY'S GARNET', 10 GAL.(3) LIATRIS SPICATA 'ALBA', 1 GAL @ 18" O.C.(8) ITEA VIRGINICA'HENRY'S GARNET' 10GAL.(3) LIATRIS SPICATA 'ALBA',1 GAL @ 18" O.C.(3) ILEX VERTICILLATA 'NANA', 5 GAL.(20) LIATRIS 'KOBOLD', 1 GAL @ 18" O.C.(6) VIBURNUM NUDUM 'BRANDYWINE', 4'-5' HT.(45) BAPTISIA 'PURPLE SMOKE', 1 GAL@ 24" O.C.(45) ASTER NOVAE-ANGLIAE 'PURPLE DOME' 1 GAL @ 18" O.C.(55) PENSTEMON 'HUSKER RED', 1 GAL @ 18" O.C.(80) AGASTACHE 'BLUE FORTUNE', 1 GAL @ 18" O.C.(40) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C.(40) ANNUALS, 4" POT @ 10" O.C.(70) ANNUALS, 4" POT @ 10" O.C.(90) ECHINACEA PURPUREA, 1 GAL @ 18" O.C.(45) ANNUALS, 4" POT @ 10" O.C.(110) ANNUALS, 4" POT @ 10" O.C.(40) DESCHAMPSIA 'GOLDTAU', 1 GAL @ 18" O.C.(60) ANNUALS, 4" POT @ 10" O.C.(5) HYDRANGEA QUERCIFOLIA 'PEE WEE', 10 GAL.(30) ECHINACEA 'VIRGIN', 1 GAL @ 12" O.C.(11) CEANOTHUS AMERICANUS, 2'-3' HT.(65) ANNUALS, 4" POT @ 12" O.C.(8) CEANOTHUS AMERICANUS, 2'-3' HT.(12) ITEA VIRGINICA 'LITTLE HENRY', 5 GAL.(3) HYDRANGEA QUERCIFOLIA 'PEE WEE', 10 GAL.(4) VIRBUNUM X PRAGENSE, 15 GAL.(2) ARONIA ARBUTIFOLIA 'BRILLIANTISSIMA', 10 GAL.(105) ANNUALS, 4" POT @ 10" O.C.LAWNMEADOW MIX 1MEADOW MIX 2MEADOW MIX 3(30) AGASTACHE 'BLUEFORTUNE', 1 GAL @ 18" O.C.(190) SCHIZACHYRIUM'STANDING OVATION, 1 GAL@ 12" O.C.(125) ACHILLEA 'SONOMACOAST', 1 GAL @ 12" O.C.(3) LIATRIS SPICATA 'ALBA', 1 GAL @ 18" O.C.(80) PENSTEMON HIRSUTUS,1 GAL @ 12" O.C.(10) ALLIUM 'PURPLE SENSATION', BULBS, PLANTEDAMONG PENSTEMON AND SPACED AS SHOWN(49) FOTHERGILLA 'MT. AIRY', 3'-4' HT.MIXTURE OF:(35) AMSONIA HUBRICHTII, 1GAL @ 24" O.C.(140) ECHINACEA 'VIRGIN',1 GAL @ 12" O.C.(140) PENSTEMON HIRSUTUS,1 GAL @ 12" O.C.(20) ALLIUM 'PURPLESENSATION & (20) ALLIUM'MT. EVEREST PLANTEDTHROUGHOUTMIXTURE OF:(35) AMSONIA HUBRICHTII, 1GAL @ 24" O.C.(140) ECHINACEA 'VIRGIN',1 GAL @ 12" O.C.(140) PENSTEMON HIRSUTUS,1 GAL @ 12" O.C.(20) ALLIUM 'PURPLESENSATION & (20) ALLIUM'MT. EVEREST PLANTEDTHROUGHOUT(175) ANNUALS, 4" POT @ 10" O.C.(3) SALVIA X SYLVESTRIS'MAINACHT', 1 GAL @18" O.C.(3) VERONICA 'WHITEWANDS', 1 GAL @ 18" O.C.(3) VERONICA 'WHITEWANDS', 1 GAL @ 18" O.C.(3) VERONICA 'WHITEWANDS', 1 GAL @ 18" O.C.(3) VERONICA 'WHITEWANDS', 1 GAL @ 18" O.C.(4) SALVIA X SYLVESTRIS'MAINACHT', 1 GAL @ 18"O.C.(3) ALLIUM 'SUMMERBEAUTY', 1 GAL @ 18" O.C.(3) ALLIUM 'SUMMERBEAUTY', 1 GAL @ 18" O.C.(3) ALLIUM 'SUMMERBEAUTY', 1 GAL @ 18" O.C.(7) SALVIA X SYLVESTRIS'MAINACHT', 1 GAL @ 18"O.C.(3) ALLIUM 'SUMMERBEAUTY', 1 GAL @ 18" O.C.(3) SALVIA X SYLVESTRIS'MAINACHT', 1 GAL @ 18"O.C.(3) ALLIUM 'SUMMERBEAUTY', 1 GAL @ 18" O.C.(3) SALVIA X SYLVESTRIS'MAINACHT', 1 GAL @ 18"O.C.(3) VERONICA 'WHITEWANDS', 1 GAL @ 18" O.C.(5) VERONICA 'WHITEWANDS', 1 GAL @ 18" O.C.(3) SALVIA X SYLVESTRIS'MAINACHT', 1 GAL @ 18"O.C.(3) ALLIUM 'SUMMERBEAUTY', 1 GAL @ 18" O.C.(155) CAREX FLACCA 'BLUEZINGER', 1 GAL @ 12" O.C.(5) ALLIUM 'SUMMERBEAUTY', 1 GAL @ 18" O.C.(20) ALLIUM 'PURPLESENSATION', BULBS,PLANTED IN CAREX ANDSPACED AS SHOWNCOURTYARD PLANTING ENLARGEMENTSCALE: 1/4" = 1'-0"L6.522L6.522N02'4'8'NOTE:1. SEE PLANTING SCHEDULE, SHEET L6.012. SEE PLANTING DETAILS, SHEET L6.80 & SHEET L6.81PARKING AREA GROUNDCOVER MIXPARKING AREA MIX XXXXXX X X X L6.53 Keswick Hall East Understory Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.53 Keswick Hall East Understory Planting Plan.dwg -- Friday March 29, 2019, 2:05pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' KESWICK HALL LIM I T O F WORKL6.52 KESWICK HALL WESTUNDERSTORY PLANTING PLANL6.41 P O O L T E R R A C E U N D E R S T O R Y P L A N T I N G P L A N L6.62 NEW G U E S T W I N G E A S T U N D E R S T O R Y P L A N T I N G P L A N EXISTING HEDGE TO REMAIN (6) ITEA VIRGINICA 'HENRY'S GARNET', 10 GAL. (6) ITEA VIRGINICA 'HENRY'S GARNET', 10 GAL. (30) ANNUALS, 4" POT @ 10" O.C. (45) ECHINACEA 'GREEN JEWEL', 1 GAL @ 18" O.C. (30) ANNUALS, 4" POT @ 10" O.C. (60) ANNUALS, 4" POT @ 10" O.C. (6) ITEA VIRGINICA 'HENRY'S GARNET', 10 GAL. (30) ANNUALS, 4" POT @ 10" O.C. EXISTING HEDGE TO REMAIN EXISTING HEDGE TO REMAIN (35) ECHINACEA 'GREEN JEWEL', 1 GAL @ 18" O.C. (155) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C. (5) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C. (55) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 18" O.C. LAWN (75) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C. (19) CARPINUS BETULUS, 5' HT. (55) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C. LAWN (155) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C. (60) ANNUALS, 4" POT @ 10" O.C. (60) ANNUALS, 4" POT @ 10" O.C. LAWN MEADOW MIX 1 MEADOW MIX 2 MEADOW MIX 3 LAWN (25) ANNUALS, 4" POT @ 10" O.C. (40) ECHINACEA 'GREEN JEWEL', 1 GAL @ 18" O.C. (45) ECHINACEA 'GREEN JEWEL', 1 GAL @ 18" O.C. (6) ITEA VIRGINICA 'HENRY'S GARNET', 10 GAL. (60) ANNUALS, 4" POT @ 10" O.C. NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 PARKING AREA GROUNDCOVER MIX PARKING AREA MIX D D SANSANXXXX XXXXXXX X X X UGPUGPUGP U G P U G PUGP UGPU G P U G PUGPUGP L6.60 New Guest Wing West Tree Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.60 New Guest Wing West Tree Planting Plan.dwg -- Friday March 29, 2019, 2:06pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' LI M I T O F W O R K LIMIT O F W O R K NEW GUEST WING L6. 6 1 N E W G U E S T W I N G EA S T T R E E P L A N T I N G P L A NL6.11 ENTRY R O AD AN D PARKI N G SOUTH TREE PL ANTI N G PLAN L6.50 K E S W I C K H A L L W E S T TREE P L A N T I N G P L A N NEW GUEST WING NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 LEGEND EXISTING TREE TO REMAIN PROPOSED TREE EXISTING LARGE OAK TO REMAIN (1) QUERCUS FALCATA, 6" CAL. (2) CERCIS CANADENSIS 'OKLAHOMA', 8'-10' HT. (4) ACER LEUCODERME, 2" CAL. (7) OXYDENDRUM ARBOREUM, 4" CAL. (1) CARYA OVATA, 4" CAL. (2) CERCIS CANADENSIS, MULTISTEM, 12' HT. XXXX XXXXXXX X X X L6.61 New Guest Wing East Tree Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.61 New Guest Wing East Tree Planting Plan.dwg -- Friday March 29, 2019, 2:07pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' LIMIT OF WORK LIMIT O F W O R K LIMIT OF WORKNEW GUEST WING NEW GUEST WING L6.51 KESW I C K H A L L E A S T T R E E P L A N T I N G P L A N L6. 6 0 N E W G U E S T W I N G W E S T T R E E P L A N T I N G P L A N NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 LEGEND EXISTING TREE TO REMAIN PROPOSED TREEEXISTING LARGE OAK TO REMAIN (3) ASIMINA TRILOBA, 2" CAL. (3) CERCIS CANADENSIS, MULTI-STEM, 12' HT. (2) CARYA OVATA, 4" CAL.(3) ASIMINA TRILOBA, 2" CAL. (1) CARYA OVATA, 4" CAL. (1) CLADRASTIS KENTUKEA, 4" CAL. DDSANSANX X X XX X X X X X X XXXUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP L6.62New Guest WingWest UnderstoryPlanting Plan1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.62 New Guest Wing West Understory Planting Plan.dwg -- Friday March 29, 2019, 2:09pm NOT FORCONSTRUCTIONKESWICK HALLLANDSCAPE50% CONSTRUCTION DOCUMENTSDATE:MARCH 29, 2019DRAWING NUMBERSCALE:DRAWING TITLEPROJECT NAMESTAMPDRAWN BY:CP, MF, KT, BO,EM, CWCHECKED BY: EG, CPPROJECT NO.: KSH 1806NO. Date Issues/Revisions1 12.21.18100% DD203.29.1950% CDNELSONLANDSCAPEARCHITECTSBYRDWOLTZ310 East Market StreetT 434.984.1358F 434.984.4158www.nbwla.comCharlottesvilleVA 229027377 Washington Blvd Suite 105Elkridge, MD 21075T (301) 495-9666specialtypoolandfountain.comN05'10'20'LIMIT OF WORKLIM IT OF WORKNEW GUEST WINGL6.62 NEW GUEST WING EASTUNDERSTORY PLANTING PLANL6.13 ENTRY ROAD AND PARKINGSOUTH UNDERSTORY PLANTING PLAN L6.52 KESWICK HALL WESTUNDERSTORY PLANTING PLANNEW GUEST WING(11) ITEA VIRGINICA 'HENRY'SGARNET', 10 GAL.(3) ILEX VERTICILLATA'NANA', 5 GAL.(3) FOTHERGILLA GARDENII, 2'-3' HT.(8) FOTHERGILLA GARDENII, 2'-3' HT.(15) AMSONIA 'BLUE ICE', 1 GAL @ 18" O.C.(4) ITEA VIRGINICA 'HENRY'S GARNET', 10 GAL.(9) FOTHERGILLA GARDENII, 2'-3' HT.(3) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C.(45) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C.(7) VIBURNUM X PRAGENSE, 4'-5' HT.(30) ACHILLEA 'SONOMA COAST', 1 GAL @ 12" O.C.(10) LIATRIS SPICATA 'KOBOLD', 1 GAL @ 18" O.C.(25) ACHILLEA 'SONOMA COAST',1 GAL @ 12" O.C. (3) PANCIUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C.(40) PANCIUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C.(100) PANICUM VIRGATUM'SHENANDOAH', 1 GAL @ 24" O.C.LAWNMEADOW MIX 1MEADOW MIX 2MEADOW MIX 3(225) RHUS AROMATICA'GRO-LOW', 3 GAL. @ 36" O.C.(50) AMSONIA HUBRICHTII,1 GAL @ 24" O.C.(135) ANNUALS, 4" POT @ 10" O.C.(11) ITEA VIRGINICA 'HENRY'SGARNET', 10 GAL.(135) ANNUALS, 4" POT @ 10" O.C.(50) AMSONIA HUBRICHTII,1 GAL @ 24" O.C.(375) RHUS AROMATICA'GRO-LOW', 3 GAL. @ 36" O.C.(2) ITEA VIRGINICA 'HENRY'S GARNET,10 GAL.(4) FOTHERGILLA GARDENII,2'-3' HT.(30) PENSTEMON HIRSUTUS, 1 GAL @ 12" O.C.(3) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C.(30) ECHINACEA 'VIRGIN', 1 GAL @ 12" O.C.(10) LIATRIS SPICATA 'KOBOLD', 1 GAL @ 18" O.C.(3) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C.(5) FOTHERGILLA GARDENII, 2'-3' HT.(3) ITEA VIRGINICA 'HENRY'S GARNET, 10 GAL.(3) PANCIUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C.(12) FOTHERGILLA GARDENII, 2'-3' HT.(3) ILEX VERTICILLATA 'NANA', 5 GAL.(60) RHUS AROMATICA 'GRO-LOW', 3 GAL @ 36" O.C.NOTE:1. SEE PLANTING SCHEDULE, SHEET L6.012. SEE PLANTING DETAILS, SHEET L6.80PARKING AREAGROUNDCOVER MIXPARKING AREA MIX L6.63 New Guest Wing East Understory Planting Plan 1" = 10'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.63 New Guest Wing East Understory Planting Plan.dwg -- Friday March 29, 2019, 2:10pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N05'10'20' LIMIT OF WORK LIMIT O F W O R K LIMIT OF WORKNEW GUEST WING NEW GUEST WING L6.53 KES W I C K H A L L E A S T U N D E R S T O R Y P L A N T I N G P L A N L6. 6 2 N E W G U E S T W I N G W E S T U N D E R S T O R Y P L A N T I N G P L A N NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 (5) ITEA VIRGINICA 'HENRY'S GARNET', 10 GAL. (95) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C. (15) ANNUALS, 4" POT @ 10" O.C. (25) ECHINACEA 'GREEN JEWEL', 1 GAL @ 18" O.C. LAWNMEADOW MIX 1 MEADOW MIX 2 MEADOW MIX 3PARKING AREA GROUNDCOVER MIX (65) PANICUM VIRGATUM 'SHENANDOAH', 1 GAL @ 24" O.C. (45) ANNUALS, 4" POT @ 10" O.C. (20) ECHINACEA 'GREEN JEWEL', 1 GAL @ 18" O.C. (19) ITEA VIRGINICA 'LITTLE HENRY, 5 GAL. PARKING AREA MIX (3510 SF) REINFORCED LAWN FOR FIRE ACCESS XL6.70 Laundry & Maintenance Tree Planting Plan 1" = 20'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.70 Laundry and Maintenance Tree Planting Plan.dwg -- Friday March 29, 2019, 2:11pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N010'20'40' LAUNDRY / MAINTENANCE BUILDING EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING BUILDING 100' BUFFER LIMIT OF W O R K L IM I T O F WO R K LIM I T O F WO R K L IM I T O F WORK EXISTING VEGETATION NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 LEGEND EXISTING TREE TO REMAIN PROPOSED TREE EXISTING LARGE OAK TO REMAIN (2) MAGNOLIA GRANDIFLORA, 4" CAL. (3) MAGNOLIA VIRGINIANA, MULTI-STEM, 12' HT. (41) JUNIPERUS VIRGINIANA, 2" CAL., DOUBLE STAGGERED & SPACED @ 15' O.C. XL6.71 Laundry & Maint. Understory Planting Plan 1" = 20'-0"N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.71 Laundry and Maintenance Understory Planting Plan.dwg -- Friday March 29, 2019, 2:12pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com N010'20'40' LAUNDRY / MAINTENANCE BUILDING EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING BUILDING 100' BUFFER LIMIT OF W O R K L IM I T O F WO R K LIM I T O F WO R K L IM I T O F WORK EXISTING VEGETATION LAWN MEADOW MIX 1 MEADOW MIX 2 MEADOW MIX 3 (40) VIBURNUM RHYTIDOPHYLLUM, 7 GAL, DOUBLE STAGGERED & SPACED 10' O.C. (6) VIBURNUM RHYTIDOPHYLLUM, 7 GAL, DOUBLE STAGGERED & SPACED 10' O.C. (10) VIBURNUM RHYTIDOPHYLLUM, 7 GAL, DOUBLE STAGGERED & SPACED 10' O.C. (8) VIBURNUM RHYTIDOPHYLLUM, 7 GAL. DOUBLE STAGGERED & SPACED 10' O.C. (100) CHASMANTHIUM LATIFOLIUM, 1 GAL 18" O.C. (320) CHASMANTHIUM LATIFOLIUM, 1 GAL 18" O.C. NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 PARKING AREA GROUNDCOVER MIX PARKING AREA MIX L6.80 PLANTING DETAILS AS SHOWN PERENNIAL AND GROUNDCOVER PLANTING DETAIL SCALE: 1/4" = 1'-0"L6.80 1 B & B SHRUB PLANTING DETAIL SCALE: 1/2" = 1'-0"L6.80 2 CONTAINER SHRUB PLANTING DETAIL SCALE: 1/2" = 1'-0"L6.80 3 PERENNIAL AND GROUNDCOVER PLANTING LAYOUT SCALE: 1/2" = 1'-0"L6.80 4 TREE PLANTING DETAIL SCALE: 1/2" = 1'-0"L6.80 5 N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.80 Planting Details.dwg -- Friday March 29, 2019, 2:12pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN PLANT BED CURB OR EDGE OF PAVEMENT 2 X ROOTBALL DIAMETER MINIMUM 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2 3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION 2 X ROOTBALL DIAMETER MINIMUM 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL. NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION 2" DOUBLE-SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST SUBGRADE SEE PLANT LISTS FOR SPACING FINISHED GRADE 3 X ROOTBALL DIAMETER MINIMUM CL SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 2"x2"x6' MIN. HARDWOOD STAKES. USE 2 STAKES PER TREE AND SET OUTSIDE ROOT PACKAGE 2"-3" DOUBLE SHREDDED HARDWOOD MULCH, TAPER AT TRUNK. MULCH TO WITHIN 2" OF TRUNK IN PLANTING AREAS. NATIVE BACKFILL SOIL AMENDED WITH 15% ORGANIC COMPOST REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2 3 OF ROOTBALL COMPACT SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV., LOOPED TO TRUNK. (2) PER TREE. NAIL OR STAPLE TO STAKE. ROUGHEN SIDES OF PLANTING HOLE L6.81 PLANTING DETAILS ON STRUCTURE AS SHOWN INTENSIVE SOIL PROFILE SCALE: 1 1/2" = 1'-0"L6.81 1 SHRUB PLANTING ON STRUCTURE DETAIL SCALE: 1" = 1'-0"L6.81 2 TREE PLANTING ON STRUCTURE DETAIL SCALE: 1" = 1'-0"L6.81 3 TREE PLANTING IN PAVING ON STRUCTURE DETAIL SCALE: 1" = 1'-0"L6.81 4 N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.81 Planting Details on Structure.dwg -- Friday March 29, 2019, 2:12pmNOT FOR CONSTRUCTION KESWICK HALL LANDSCAPE 50% CONSTRUCTION DOCUMENTS DATE:MARCH 29, 2019 DRAWING NUMBER SCALE: DRAWING TITLE PROJECT NAME STAMP DRAWN BY:CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP PROJECT NO.: KSH 1806 NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD N E L S O N L A N D S C A P E A R C H I T E C T S B Y R D W O L T Z 310 East Market Street T 434.984.1358 F 434.984.4158 www.nbwla.com Charlottesville VA 22902 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com PLANTING SOIL 2" DOUBLE SHREDDED HARDWOOD MULCH 2" DRAINAGE, TYP. 2" DIMPLE DRAINAGE MAT WITH AGGREGATE FILL AND FILTER FABRIC WATERPROOFING AND PROTECTION BOARD, SEE ARCH DWGS. REMOVE EXCESS SOIL TO EXPOSE STEM FLARE. SET CROWN OF ROOTBALL 1" ABOVE PLANTING SOIL REMOVE CONTAINER COMPLETELY 2" THK. MULCH LAYER TAPERED AT TRUNK/STEMS, SEE SPECS ROOFING ASSEMBLY, SEE ARCH. DWGS CANOPY TREE, SEE PLANTING PLANS LIGHTWEIGHT PLANTING MEDIA ROOTBALL ANCHOR SYSTEM AGGREGATE MULCH WITH NO FINES OR STABILIZER, SEE SPECIFICATIONS 4'-0"GEOTEXTILE FABRIC 2" SAND DRAINAGE LAYER SLOPE TO DRAIN PLANTER DRAIN MAT PLANTER GEOTEXTILE FABRIC WATERPROOFING, SEE ARCH. DWGS. STRUCTURAL SLAB, SEE ARCH. DWGS ROOTBALL ANCHOR SYSTEM DEADMAN -PLACE AT BOTTOM OF SOIL PROFILE 2" MULCH CANOPY TREE, SEE PLANTING PLANS LIGHTWEIGHT PLANTING MEDIA ROOTBALL ANCHOR SYSTEM AGGREGATE MULCH WITH NO FINES OR STABILIZER, SEE SPECIFICATIONS GEOTEXTILE FABRIC 2" SAND DRAINAGE LAYER SLOPE TO DRAIN PLANTER DRAIN MAT PLANTER GEOTEXTILE FABRIC WATERPROOFING, SEE ARCH. DWGS. STRUCTURAL SLAB, SEE ARCH. DWGS ROOTBALL ANCHOR SYSTEM DEADMAN -PLACE AT BOTTOM OF SOIL PROFILE 1'-8" 3'-7" 2" MULCH 4'-0"X4'-0" EXPANDABLE TREE "PAVER GRATE" BY IRONSMITH INC (WWW.IRONSMITH.CC) L5.0X X STONE PAVING OVER STRUCTURE L6.82PLANTINGDETAILSAS SHOWNALBEMARLE COUNTY LANDSCAPE REQUIREMENTSSCALE: NTSL6.821CONSERVATION PLAN CHECKLISTSCALE: NTSL6.822N:\KSH1806\02_Project Phase\04_Design\CAD\03_Sheets\05_CD_Hall\L6.82 Planting Details.dwg -- Thursday April 18, 2019, 1:50pm NOT FORCONSTRUCTIONKESWICK HALLLANDSCAPE50% CONSTRUCTION DOCUMENTSDATE:MARCH 29, 2019DRAWING NUMBERSCALE:DRAWING TITLEPROJECT NAMESTAMPDRAWN BY:CP, MF, KT, BO,EM, CWCHECKED BY: EG, CPPROJECT NO.: KSH 1806NO. Date Issues/Revisions1 12.21.18100% DD203.29.1950% CDNELSONLANDSCAPEARCHITECTSBYRDWOLTZ310 East Market StreetT 434.984.1358F 434.984.4158www.nbwla.comCharlottesvilleVA 229027377 Washington Blvd Suite 105Elkridge, MD 21075T (301) 495-9666specialtypoolandfountain.comORDINANCERATIOREQUIREMENTLANDSCAPING WITHINA PARKING LOT5% OF PAVED PARKING ANDVEHICULAR AREA + ONE (1) LARGEOR MEDIUM TREE PER TEN (10)PARKING SPACESALBEMARLE COUNTY LANDSCAPE REQUIREMENTSNOTE:PAVED AREA AND GROSS SITE ACREAGES REFER TO AREAS WITHIN THE LIMITS OF DISTURBANCE32.7.9.6CALCULATIONPAVED AREA = 58,794 SF0.05 * 58,794 SF =2,940 SF1 * (261 SPACES/10) =26 TREESREQUIRED QUANTITY2,940 SFLANDSCAPING AREAWITH TREES OR SHRUBS26 TREESEXISTING QUANTITY56 TREESPROPOSED QUANTITY5,637 SFLANDSCAPING AREAWITH TREES OR SHRUBS50 TREESTREE CANOPYCANOPY EQUAL TO TEN (10)PERCENT OF GROSS SITE ACREAGE32.7.9.8480,525 SF GROSS SITE * 0.1 =48,053 SF CANOPY48,053 SF13,193 SF EXISTINGRETAINED92,282 SF TOTAL(13,193 SF EXISTING +79,089 SF PROPOSED)