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HomeMy WebLinkAboutSUB201400160 Plan - Approved Road Plan and Comps. 2015-09-17LEGEND EXIST NEW DESCRIPTION `ORC . 12 "C TOP OF CURB ELEVATION 16' , IT SPOT ELEVATION UAIV, . 12'nv TOP OF WALL ELEVATOR NAUW * Iz'Bw BOTTOM OF WALL ELEVATION e —® �- BENCHMARK =G- - -- - -� STORM SEWER SHEET INDEX ROOF DRAIN ._,�• -. -�— SEWER LINE SCI`r- "w WATER LINE + -- , GAS LINE e —® �- OVERHEAD ELECTRIC KTRE .. .LL UNDERGROUND ELECTRIC +.� - -- - a,. - OVERHEAD TELEPHONE LINE lu - -yi UNDERGROUND TELEPHONE LINE L LJ [a i DRAIN INLET (DI) 0 O STCAM /SANITARY MANHOLE C PLUG OP m WATER VALVE & BOX 100 l FIRE HYDRANT un © WATER METER - ROAD AND WATERLINE PLAN H LIGHT POLE -... t UTILITY POLE 12 - ROAD AND WATERLINE PLAN PROPERTY NNE C - -- ADJACENT PROPERTY LINE TOWN MEWS UN C14 VACATED PROPERTY LINE - LANDSCAPING PLAN ��. BUILDING SETBACK r_ AMEN' Cf�I€fTfT7 PARKING SETBACK - - -ni SANITARY EASEMENT - - "'— GRADING EASEMENT -- - DRAINAGE EASEMENT - -- -- UTILITY EASEMENT — WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT -- -x--11 TREE LINE -.--� - -� FENCE SHEET INDEX STREAM Sts- 12— INTERVAL CONTOUR SCI`r- —no— INDEX CONTOUR ' CG-2 STANDARD 6" CURB e —® Cc -5 COMBINATION 6' CURB & GUTTER J - EXISTING CONDITIONS $ DEMO PLAN CONCRETE PAVEMENT / SIDEWALK - SITE OVERVIEW / PHASING RIPRAP - SITE PLAN AND UTILITIES ASPHALT - SITE PLAN AND UTILITES GRASS - GRADING PLAN EC -2 MATRNG - GRADING PLAN EC -3 MATTING - ROAD AND WATERLINE PLAN GEORGETOWN KD KETLAND 100 ON PARKING COUNT j CROSSWALK - ROAD AND WATERLINE PLAN OUT OF BOUNDS CT HANDICAP ACCESSIBLE AISLE LEFF ZEN CC -12 12 - ROAD AND WATERLINE PLAN HANDICAP PARKING NOTE: F THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOKN. ROAD PLAN FOR OUT Of BOU N D5 TMP 06000 -00 -00 -06500 JACK JOUETT D15TRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 11 1,000 _ Green,GortG011 to AT K11 Ng Sp°I f,;T TA2Gtlek� FilllfielA °+r D. Mortwe Tuell �'+o F3 •[' G .ms o 5v N PEI sol m AEG "1is9 o A�Ed cmm_oneas m Ca sNl %' 'ORtl led gsrfeAJtLOh 4 6y. K so, Ail R es Al G of �o 2A iA.,trv"'s iN, Ax B Lsee tl5 t5olo`Q \4°.�, F. 3 4 S.e ssar Hills CNntlSS � 2 aP� of P �' A A 0A Que °+n Xt. The ..' Choloft °e Meidie Behehk5 HIO Q. (.�� », SRI \' � k15 eA M aiF p rw Yea 4 w R3.•s - UTILIPIR DE -T -AI L&_- e2G EROSION CONTROL NARFP N E G2 I ERQ51I GONlTRO- I RI ANi G2 EROSION! GONITO`OF of AN_ G23 EROSION CONITKO DETAILS SIGNATURE BLOCK DATE CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER - -- ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD r BUILDING OFFICIAL - VIRGINIA DEPARTMENT OF TRANSPORTATION LIGHTING NO OUTDOOR FAILING A PR 05`_D ON THE SING DEVELOPMEN' PrAN - FLOODZONE ACll.R [IG TO mE FEMA F-00D IISUFNJCE RATE I EFPCD - DATE`CbHL ^'<. 2005 (CAL 11MUNITY PAN L I003CO2c9D), THI6 N UPERIY DEF5 NOT LIF IN A ONE A 1 A FILAR rDOD LISP ' TRASH REMOVAL FACT DIII All LL IT4A A PI III PHL LIAL I GO (W To GENERAL WATER AND SEWER WOKA CHELI AT 3LJF.CT uOFECnor BY AL5EMAGE COIN IY SERVICE ADy O°ry H.FFS7L ORC I IT, CONTRACT OF, ALL FAIL P SF0N`NE IT FOR I(iTrn N G 1.1E PRO r A xA'LIF ALL FLAP, FRANC AS rvE STAFF Of LITE OADCK IT A I OCAI I ON OF A15T I NC LI I I I !AT 'CP( T411P OP TA FPOPO£) V. APE NOT GE,E AWLV TORN OF IH FAI At O \91J ARE NLlAPROXI MATELY CORRECT. mF OITGC )R STALL OF H L,.I: IN FA P I OCATE'AtI UrnFRSRJUND III FS AND ST FIT CT URFSA I I I tCAAAA Y 3 ALL y'ATENAL5 MIT CO 15TF LAN DI 5-ILL L COREL Y AIFLI TIFF CURRENT FULTON CF T IF GFNEKAI .^ /ATFR AFF 5AIR R [1 RUCI'J J 5FDON(AIOP S - AD(FTTD UY II .E AIDPJL FIF COUI Fy 3-R ICE FITTLICRINTY 4 DATUM FOR ALL CL: A'10115 TICAN IN NAII )N L GLEDDLIA LAVEY 5 -THE COIITRACOR SHALL B RF5FOLUSbLE FOR DONATING 1,11 LTILTY'(I -AGO R52 -7001) CALL A479 A14D5AfF, TF AILHAVF A GINIMUMOF3 EETOFL JERMEA U JFROM NTL IRE F PI `NIS IN , THe TOT OF PIP o+F r FJ CLUpr.a bu FIRE H T'FJ IT L6JTS. 1�U„�„�AND 1 RDN» T 9.ALL TF Llp ,P. APPIJ FP II(£5 'Y TO OE L(`CATEp OUT51pE OF RO. PbICF DI TfHFS. *. CALVED OH DEAD FND w ES SHALL DE RA, rDFF TO PROVIDE ADEQUATE FE"FAIW NORIhE VALE DURING AFUTURE EAFFFAIDSI Of THE LII 9. TREES ARE NOT F-CCITTITED, IN THE aA FA3FAA IT 10 'IT F CANN RAC 103 SHALL DE FL5PON51 PIPE LOCO PLYwITH IT— NO LW)RECJI i T, ON CGARDIN R,6S FImnGS EF .T: F JA IUAK O. I = DONATE FILL SCAR *,HIGH tiMa105 THE A RIF L DAN I L WATT 2 act) - TRIP GENERATION 7AF FL(NFPLTIDN N 1, FILL 5DYEPPPGSA W)(ED VVIN11 T.-1tAN OAT I01I IT AN lu V �w w� wPit, g gl w �1 Z w N A I T ,N >A N AF OWNER / DEVELOPER w E E E O 11 M W L A4hALK51I L IGUT5IJL Z 10 Al BEY U TR a? CIl aOTTC. ,A2,311 o DTFTLOFER W - 0 CafNA > 1'30 ONBJ DnD DF O LAN OTTCS LL °2501 �! MAGIS't",RIAL DISTRICT - JACAJOUEIT ZONING cI IIIADjlooDl OF' DIVTAICI EAAPPFOI DLMA 2012 -00003 PROfU NOvF_M5FF Id. 2013 SOURCE OF TITLE )) OE '54 0 FC - 0 T:tM1P1 ' -tJtJO 500( 4G AAA_' TOTAq BENCHMARK sIT DATUM HAJON5 (� Q ATTAIN t,411 T(F FI i +TION 57007 Al OFF ENTR l OI: BAAYCIS RD CALM FRY M 10 LE, ALIIGN 'OATHAFLI NDCT SOURCE OF BOUNDARY & TOPO BOWYDARY PLO by ROGER V. DATA A5 C (LQT IIJC To' . CAT PG AT 4/2B 010 TNO 2 FOOT JNT LRIIT-RVN TOP GP : H.EGOII LOUI5A r+ ( R ) LL cFl N`JR H" INC U0323103) IFID SURVEY 7f Jf_VN NGTON R..M AND DFFoITE JTII F.a FI ROGER* , FARINA BUILDING HEIGHT o fr [O 'F'.ARKI JG/BCLING RtGULATIOL 5T E:C ON SH PT C2 SETBACKS Z SFC LTp/uq 1( F)[ACING 4EGIJLQIOL5 TL I: S U Y O FFT C2 EXISTING USE 0 NCL NESIL NTIAL UNIT �. PROPOSED USE O 1 NGL AM L JN F P JLDFAMILr f`PDABLE UNITS % 2GTO,INOI u'ITe 'w S.g lYlla 0 W 21 FC N10 IE A LLA TY'P UNIT IL J AF51DENnAL c 151TY oG mJHS 1 AC = 5.24 UL I 15 PER ACRE Z (LYL LAND USE SCHEDULE Q FACT rJG 2,7C3 a PKOPO PI 0.0 C Aee I, g .8 O 0 ,e q _.J63 14 -A L uj C 3 6220,0 FaP t 30 T-, T 11 6 0,214 L.'o 1AP Ik 46,G 4.. OPAL era 461 _L4 iT d461 _1.4 A7 551 O m 125 F6 A4 3 * / w1 � o. NP'3r 4 n oN�. Js1 A a 'E, G% ��l J TOA I -1033 ( 42 ac) WATERSHEDS ¢ Q Ty A, I D'Sb AfTLIIH T.tT MEA004 CRACK'ATFrcS fD Dale PARKING o3 8Z1 4 PPOU KI) P. PKIUG FOR MULTf FL MIIY IN BtOCK3 YQUIRCD PIE IIO YO TOG'c 1. 4, i5): I S AF/ PER Lr IT FOR A UNTS dS t. -r (A Ul 1T OR TUNIS acde 1 SPACES REQUIRE 1 G3FA a(' PIF4DINS FO 4 °JN rs 10G rA REUILIFUT UI SM1VOL No - F AKINJG FiG0A IDFL TOR BLOCK", CRANING FRO, DEL 1 L5P'CE5 C1 0- 23 UST PAPJJII6 a /.JIABlE ON9 PKA:.KS HIIO 4 PCF EPLH FOR UNITS 2' ADD I Ch B2ECf P.AE<ICGSPACES °ile No * SPACES FROVIDID 12 Q i C IMAGE PROVIDED BY GOGGLE MAPS SHEET INDEX C1 - COVER SHEET �-2--- D (DGF FERS JAI OT REGULATIONS ATION S C3 - EXISTING CONDITIONS $ DEMO PLAN C4 - SITE OVERVIEW / PHASING C5 - SITE PLAN AND UTILITIES CG - SITE PLAN AND UTILITES C7 - GRADING PLAN C8 - GRADING PLAN C9 - ROAD AND WATERLINE PLAN GEORGETOWN KD C I O - ROAD AND WATERLINE PLAN GEORGETOWN RD C1 I - ROAD AND WATERLINE PLAN OUT OF BOUNDS CT * ROAD SECTIONS C 12 - ROAD AND WATERLINE PLAN S. BENNINGTON RD C 13 - ROAD AND WATERLINE PLAN TOWN MEWS UN C14 - LANDSCAPING PLAN C� %/`T r_ AMEN' Cf�I€fTfT7 IT -ni co c ni-co n �/�/ni ��C��KLCTCH KY PaN P GfII LES TGTA C 1 7 - STORM SEWER PROFILES C I g STORMWATER DETAILS - UTILIPIR DE -T -AI L&_- e2G EROSION CONTROL NARFP N E G2 I ERQ51I GONlTRO- I RI ANi G2 EROSION! GONITO`OF of AN_ G23 EROSION CONITKO DETAILS SIGNATURE BLOCK DATE CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER - -- ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD r BUILDING OFFICIAL - VIRGINIA DEPARTMENT OF TRANSPORTATION LIGHTING NO OUTDOOR FAILING A PR 05`_D ON THE SING DEVELOPMEN' PrAN - FLOODZONE ACll.R [IG TO mE FEMA F-00D IISUFNJCE RATE I EFPCD - DATE`CbHL ^'<. 2005 (CAL 11MUNITY PAN L I003CO2c9D), THI6 N UPERIY DEF5 NOT LIF IN A ONE A 1 A FILAR rDOD LISP ' TRASH REMOVAL FACT DIII All LL IT4A A PI III PHL LIAL I GO (W To GENERAL WATER AND SEWER WOKA CHELI AT 3LJF.CT uOFECnor BY AL5EMAGE COIN IY SERVICE ADy O°ry H.FFS7L ORC I IT, CONTRACT OF, ALL FAIL P SF0N`NE IT FOR I(iTrn N G 1.1E PRO r A xA'LIF ALL FLAP, FRANC AS rvE STAFF Of LITE OADCK IT A I OCAI I ON OF A15T I NC LI I I I !AT 'CP( T411P OP TA FPOPO£) V. APE NOT GE,E AWLV TORN OF IH FAI At O \91J ARE NLlAPROXI MATELY CORRECT. mF OITGC )R STALL OF H L,.I: IN FA P I OCATE'AtI UrnFRSRJUND III FS AND ST FIT CT URFSA I I I tCAAAA Y 3 ALL y'ATENAL5 MIT CO 15TF LAN DI 5-ILL L COREL Y AIFLI TIFF CURRENT FULTON CF T IF GFNEKAI .^ /ATFR AFF 5AIR R [1 RUCI'J J 5FDON(AIOP S - AD(FTTD UY II .E AIDPJL FIF COUI Fy 3-R ICE FITTLICRINTY 4 DATUM FOR ALL CL: A'10115 TICAN IN NAII )N L GLEDDLIA LAVEY 5 -THE COIITRACOR SHALL B RF5FOLUSbLE FOR DONATING 1,11 LTILTY'(I -AGO R52 -7001) CALL A479 A14D5AfF, TF AILHAVF A GINIMUMOF3 EETOFL JERMEA U JFROM NTL IRE F PI `NIS IN , THe TOT OF PIP o+F r FJ CLUpr.a bu FIRE H T'FJ IT L6JTS. 1�U„�„�AND 1 RDN» T 9.ALL TF Llp ,P. APPIJ FP II(£5 'Y TO OE L(`CATEp OUT51pE OF RO. PbICF DI TfHFS. *. CALVED OH DEAD FND w ES SHALL DE RA, rDFF TO PROVIDE ADEQUATE FE"FAIW NORIhE VALE DURING AFUTURE EAFFFAIDSI Of THE LII 9. TREES ARE NOT F-CCITTITED, IN THE aA FA3FAA IT 10 'IT F CANN RAC 103 SHALL DE FL5PON51 PIPE LOCO PLYwITH IT— NO LW)RECJI i T, ON CGARDIN R,6S FImnGS EF .T: F JA IUAK O. I = DONATE FILL SCAR *,HIGH tiMa105 THE A RIF L DAN I L WATT 2 act) - TRIP GENERATION 7AF FL(NFPLTIDN N 1, FILL 5DYEPPPGSA W)(ED VVIN11 T.-1tAN OAT I01I IT AN lu V �w w� wPit, g gl w �1 Z w N A I T ,N >A N AF OWNER / DEVELOPER w E E E O 11 M W L A4hALK51I L IGUT5IJL Z 10 Al BEY U TR a? CIl aOTTC. ,A2,311 o DTFTLOFER W - 0 CafNA > 1'30 ONBJ DnD DF O LAN OTTCS LL °2501 �! MAGIS't",RIAL DISTRICT - JACAJOUEIT ZONING cI IIIADjlooDl OF' DIVTAICI EAAPPFOI DLMA 2012 -00003 PROfU NOvF_M5FF Id. 2013 SOURCE OF TITLE )) OE '54 0 FC - 0 T:tM1P1 ' -tJtJO 500( 4G AAA_' TOTAq BENCHMARK sIT DATUM HAJON5 (� Q ATTAIN t,411 T(F FI i +TION 57007 Al OFF ENTR l OI: BAAYCIS RD CALM FRY M 10 LE, ALIIGN 'OATHAFLI NDCT SOURCE OF BOUNDARY & TOPO BOWYDARY PLO by ROGER V. DATA A5 C (LQT IIJC To' . CAT PG AT 4/2B 010 TNO 2 FOOT JNT LRIIT-RVN TOP GP : H.EGOII LOUI5A r+ ( R ) LL cFl N`JR H" INC U0323103) IFID SURVEY 7f Jf_VN NGTON R..M AND DFFoITE JTII F.a FI ROGER* , FARINA BUILDING HEIGHT o fr [O 'F'.ARKI JG/BCLING RtGULATIOL 5T E:C ON SH PT C2 SETBACKS Z SFC LTp/uq 1( F)[ACING 4EGIJLQIOL5 TL I: S U Y O FFT C2 EXISTING USE 0 NCL NESIL NTIAL UNIT �. PROPOSED USE O 1 NGL AM L JN F P JLDFAMILr f`PDABLE UNITS % 2GTO,INOI u'ITe 'w S.g lYlla 0 W 21 FC N10 IE A LLA TY'P UNIT IL J AF51DENnAL c 151TY oG mJHS 1 AC = 5.24 UL I 15 PER ACRE Z (LYL LAND USE SCHEDULE Q FACT rJG 2,7C3 a PKOPO PI 0.0 C Aee I, g .8 O 0 ,e q _.J63 14 -A L uj C 3 6220,0 FaP t 30 T-, T 11 6 0,214 L.'o 1AP Ik 46,G 4.. OPAL era 461 _L4 iT d461 _1.4 A7 551 O m 125 F6 A4 3 * / w1 � o. NP'3r 4 n oN�. Js1 A a 'E, G% ��l J TOA I -1033 ( 42 ac) WATERSHEDS ¢ Q Ty A, I D'Sb AfTLIIH T.tT MEA004 CRACK'ATFrcS fD Dale PARKING o3 8Z1 4 PPOU KI) P. PKIUG FOR MULTf FL MIIY IN BtOCK3 YQUIRCD PIE IIO YO TOG'c 1. 4, i5): I S AF/ PER Lr IT FOR A UNTS dS t. -r (A Ul 1T OR TUNIS acde 1 SPACES REQUIRE 1 G3FA a(' PIF4DINS FO 4 °JN rs 10G rA REUILIFUT UI SM1VOL No - F AKINJG FiG0A IDFL TOR BLOCK", CRANING FRO, DEL 1 L5P'CE5 C1 0- 23 UST PAPJJII6 a /.JIABlE ON9 PKA:.KS HIIO 4 PCF EPLH FOR UNITS 2' ADD I Ch B2ECf P.AE<ICGSPACES °ile No * SPACES FROVIDID 12 Q i C Existing DI to be TOY 60A-12 12 Rcloroi Condominiums at Hessian Hills D.B. 2866 60 119 Plat t D B. 1215-446 Y. P.B XI 29 - through 304 DB. 113/317 P.B. XI 140 DB. 1094 -4090 HWY. P.B. XI -59 CURB TO BE REMOVED FOR LEFT TURN LANE INSTALLATION VDOT CONTROLP N10NUMENT FOINU a EGA I NG IGNALZ sa= 64JT \ InTERS TICN TO BE 5 c0 Rt .WI -JFED FOR FOUR Ex. LEG INTERSECTION To . GNLL DETAILS TO BE itFos, t rat -.: 1 ­ P ex, 7 ignal F . - EXISTING ROW PtRMANCN EASEW F02 slam U_I (p 6,1405-207) IMP 60A-9-14 Verlease J. Bell W.B. 139 -368 D.B. 1213 -340 f. P.3, XI -288 Through 291 D.B 840 - 134, 135 Plat D.B. 422 -187 HWY P.D. IV -2 & 3 CAN.ERBURY PILLS, SECTION 1, DB 388 — WSN t PG 576 (PLAT) — _l Tre — CANT`RBURY HILLS, SECTION THREE= D.B.393 -295 IE , °- =TB m�e Fall- TMP TIMP TMP 060110 -GO -OE TOP 06ODO -OO OF 060DO- 00 -OE � -00500 1 060DO -00- O60D0 -00 -OE r TMP -0020G I -00.CC Juanita st Purvli s; - 00600 ``'' 060110- 00 -GE- 00100', -G0300 Jasco R. or Am Millie E. Thomas William W. Clegg III Joseph Noreen RS �� Marvin L &Hazel c K. Chestnrll DB 7882 Trustee 6231, DB 1582 PC 540 9, Sarah I B Calker 1, NISiING &, rah B. Bates 1lannemann 4j. 113 3615 P- 194�� Zones 'Zoned: ge -AIA t 1'FDRni SEAR Trustees DB 509 PG 390 DB 9 PG 392 n d ,r.2EEq [Use. Slrg.e ParnlK WB 124 PG 475 I Zoned R2 ,E'C�AIA Residence 7 F Zonedl 2�EC AIA't lse SI amlily Z nAd: R2 E� AI 4 se �'na1 Fam ' i ! I / :n./ &2 -EC -0d ) s��Wannuv . o__. ".i_ R`',d nce . R una L Tr 10 I A. Slgrwl; 1 11 1 t I Fo be Q gA ° Q G v¢I �% 1` �( X t9� Dp y � y TO BB T, It t T xe Rpmovem 0 Q L, .. ( E k iP \ o T d . Pen 7 'S1 x t b� relocated boa O I UE c A A Ex. Hill t .SYx A t' WEU. Tom�ste, ��y q To Rem POLL Removed B �� \t R NR t 'Trees To \ LE t .,.1 �0 - F V 0 / �/-' Q IT S;A 5 >s, Co� xv t1 o tbu Inge Td, sM 9� � - Sv °K, rt O Be Removed Jq q °.B as FOaP HE Ge lz T �i��m o`g E ut rty Pole 4'q? � To Be, Removal sm 'o° C. oq Ex� ERV Moue sPL� �OV� G��o b'e RI kd w100e RI bPOIA� Q� ? \xi OF OF / tlF 1 J 1 / F x o s z xY x � -- Q _ ON �i?I �1VD �T F ON, w to Remain HUNTWOOD LANE jam_. ra n oe _D 8.454 148 "LA 1 TMP OIEODO -00 OY -002t 0 IITMP 060110-00-OF-00400 TMP Sn"R or Fang Xc i TMP I Tryon F. & JDArthur F- 00100 Vie 06OD0- (DO -OF -00300 Jervey P. OCTAL Arthur M. & DB 454 PG 303 DB 2698 PG 456 James Spencer or Johanna L I Zen-- 32 AIA Zoned R2 --AIA DianA Fevers Shallows yse: Single Family P, ins, Sng Use Sin'l6 -Fa Ily, DB 401 A3A Residence DO 649" PG 601, ,g. sTd�noe ?` {� -� oned; R2 AIA' TMP 060110 -00 -GF -00600 5 eS�I�j ale ( =°e'mi y se: Si�ncle FeraJy ) Geoige W. & Sue F. Erickson Res�id Anne - ` DB 3247 PG 320 LX .',Fares' =0JNc To Be �Removed DB ]40�PGL2D7 �" L 9.42 Aefe@ _--Zoned_ Rl _- EC—AYA T "Use: Single Fynnhy'Resrdence' _ 1 E.. RMeI § St - - TAr . 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AI�GI r SOB 2092 PC 310 t -so0 Zoned: R2 -AIA l re Use:--Single Family Residence m - T z a T[,7`,F,S t5j OD 0- 00 -GF- 01000 f Aar es William Simmons T "z Trustee s DB 4144 PG 445 - Zoned: 32 -AIA U 9 gIe Family Residence JNF Darn BAD J' ARC _An'c1NT CHORD CHORD BEARING 0I 592404" }n9fi 3fifis2 '9&T SL5'3551E C2 1 4 S2" 52. a iZ4fi 8J3 17 L5 5445551'E �I DBN M SHIMP lo o{p4_ina qjN/Y h Lq MwO 1 O O o .a > N� 03/18/14 ee� Na. 50 a 50 too 150 CJ Scale 1"-50' rue N,_ 12.014 un Hs ne __ - -- -AV Be Removed ('v9.) —, is Y E (Tat - -- T TMP kJ6000 00 0� v6 O3 _ AASRACKS F4E'GIIT�, LC - r r DB 4284 PGI660 _ _ -_ e er - D DB 3d -39 PG i69 - -- . ___- - ._ - _ -= --VJB 111 PGA -' - ; ; 3Ob3 "E V 90Q.CB - —bee— �, —_� — TOP 06000 -00 00 -024F0 _ University of Virginia Faindation C/O Sunrise Serior _'ving DB 2712 PG 325 DB 1058 PG 124 (Plat) Zoned: PRD -EC -AIA Use Mixed Resldenticl Zoned: R2 -AIA � Use: sorest `YMP'', 060DO- 00 -OF- 00700 Sherwin H., Jr. & N 'Elizabeth M. terry TO DB 509 °G 001 1 Zoned: F2 -AIA ro Use ,Ingle Family Res a Ge v ea TM 060DG -00 -OF 6 Nbncy,Lee Y. Kozis A j D ;x,5869 PC R1 0` v- i 6 R IA''rw 2 z r�smldv std �I'!'e Al sr - �'MYNP ,'."OCe0$a00 -CF 009t7O'' J .L'V t i,H or Hanna S. AI�GI r SOB 2092 PC 310 t -so0 Zoned: R2 -AIA l re Use:--Single Family Residence m - T z a T[,7`,F,S t5j OD 0- 00 -GF- 01000 f Aar es William Simmons T "z Trustee s DB 4144 PG 445 - Zoned: 32 -AIA U 9 gIe Family Residence JNF Darn BAD J' ARC _An'c1NT CHORD CHORD BEARING 0I 592404" }n9fi 3fifis2 '9&T SL5'3551E C2 1 4 S2" 52. a iZ4fi 8J3 17 L5 5445551'E �I DBN M SHIMP lo o{p4_ina qjN/Y h Lq MwO 1 O O o .a > N� 03/18/14 ee� Na. 50 a 50 too 150 CJ Scale 1"-50' rue N,_ 12.014 Zoned: R2 -AIA � Use: sorest `YMP'', 060DO- 00 -OF- 00700 Sherwin H., Jr. & N 'Elizabeth M. terry TO DB 509 °G 001 1 Zoned: F2 -AIA ro Use ,Ingle Family Res a Ge v ea TM 060DG -00 -OF 6 Nbncy,Lee Y. Kozis A j D ;x,5869 PC R1 0` v- i 6 R IA''rw 2 z r�smldv std �I'!'e Al sr - �'MYNP ,'."OCe0$a00 -CF 009t7O'' J .L'V t i,H or Hanna S. AI�GI r SOB 2092 PC 310 t -so0 Zoned: R2 -AIA l re Use:--Single Family Residence m - T z a T[,7`,F,S t5j OD 0- 00 -GF- 01000 f Aar es William Simmons T "z Trustee s DB 4144 PG 445 - Zoned: 32 -AIA U 9 gIe Family Residence JNF Darn BAD J' ARC _An'c1NT CHORD CHORD BEARING 0I 592404" }n9fi 3fifis2 '9&T SL5'3551E C2 1 4 S2" 52. a iZ4fi 8J3 17 L5 5445551'E �I DBN M SHIMP lo o{p4_ina qjN/Y h Lq MwO 1 O O o .a > N� 03/18/14 ee� Na. 50 a 50 too 150 CJ Scale 1"-50' rue N,_ 12.014 �I DBN M SHIMP lo o{p4_ina qjN/Y h Lq MwO 1 O O o .a > N� 03/18/14 ee� Na. 50 a 50 too 150 CJ Scale 1"-50' rue N,_ 12.014 MCHiWo Me Will �A�.MW �F ` \� V V u rV\� CV l > V N y w F p C� qNei- 5183 �iQ r� I W _ O v� I a � Z 0 (� W L � z � 3 � � z Z W � $ 0 > Q J W � 0 Q F W N �+ J O] z O Q LL cai 0,3/18/1 3cole 1" = 50' Sleet No C4 OF23 File No III A W o �I I MCHiWo Me Will �A�.MW �F ` \� V V u rV\� CV l > V N y w F p C� qNei- 5183 �iQ r� I W _ O v� I a � Z 0 (� W L � z � 3 � � z Z W � $ 0 > Q J W � 0 Q F W N �+ J O] z O Q LL cai 0,3/18/1 3cole 1" = 50' Sleet No C4 OF23 File No k , RELOCATE �... ---- - - - - -- — -- -- CODHRa ;c ° -O' , WI s UE ED o s 1 eiF r AND NECESSARY ExisTws of -sa — INSPECTOR o- ,v, is NO 1a'. all I-------- - - - - -I REFER To SHHH Is ci, c8 FOR yRnviyy vyn viyNT viyTVyyF IS ON e HPPbI 6 1k inAq tdarf 9 I SAN 1- f I 1 LOT 39 wm woT 3p dm � \N A �, r STORin, 3 '� �.. (7,114 KSF) NEW T e EwE a , p\ 2 ILL 5 'ILL EE \\\� iEr' :1T > 4\ w � E)1148032 9 Re toted T Exis RE A PRAISE p p v 4- ul 1 �\ wtiii4 r -eow une 1 L C'N R FIP yyyggq \ \\ o A'i v A '�� i �\ V� �� k N 5' i A A °•� YEW E`X 4 qqq �� ZW\W- Sdervm2 -�/ STEP E act AT L \ \ EOi �w� eor V 9 glee Rodlue q 7 � h e A (N)3909294.81 E)l 1480120 .005 �4 \ New ri o d � New Re {\ r " \ \ V �\ \ ew New \ \ NO La W Line I \ \ \ \*1E e 30 30 �0 30 60 90 .. Scale: 1"-30' Note: Visibility of all mechanical equipment frorr the Entrance Corridor shall be eliminated. HEAVY DUtti L FIRE 'I'RDDK SIDEWALK 9 TURN AROUND SEE DETAIL t ALL curees SHALL RE PAINTED YELLOW IN TURN AROUND AREAS (T °P.) v �' - a= w� w` Ium A L a �- a N0 vY L N J Q 0 Lq /Z Q vM LL Z i F Z Z w o�T 0 Lj W O J ir 0 F < w J m Z O Q Date 03/18/14 acalc 1" = 30' Shae Na._ —. _ C5 OF23 rte NO- 2.014 WE IS B -LIE',m TV BF 10"0 CONTRACTOR TO FIE''D VERIFY AND ADJUST 15 &V AS NECESSARY. CUMRACTOR TO ADVISE ACSA INSPECTOR IF WL 15 NOT 10'. I J 'IJ r� 5' D, J l II I i LOT (11 i (BLOCK 4A) f 1 6,239 SF by -12 T1 1 1 � -p t (BLOCK 2 EEC \jV I � '- "C ,43 SF I �l I 4843 SF EDE _ fiL TO BE - iNNEC lD 4 LAI LOT 3 -A 20 SAN. �I I (BLOCK 4A) L -L r 1 5 „963 SF c7° 15 ESL _ E N-NT I LOT 45 (BLOCK 3) 2,145 SF LOT 46 LOT 4] (BLOCK 3) (BLOCI( 3) 1.749 SF 2,137 SF I G D LOT 4 (BLOCK ': 2,145 SF BENCHMARK: LOT 21 TOP OF MAN HOLE (BLOCK 5) C 6,167 OF 2,145 SF _ New 5 Sid' mlk - LOT 22 (BLOCK 5) LOT ] (BLOCK 4B) 5,804 SF LOT 5 F (BLOCK 4A) CA 4 4,853 SF LOT 6 (BLOCK ` R CK 5.699 SF i — 14- LOT 10 (BLOCK 43) 1 ,E I m�Zl 6,801 SF j E, lad { %�(LOT 11 l _ D , (BLOCK 4B) . f �jl 4,660 SF �5 CONC. HEAVY LIDOY FIRE TUCK WALE VG TRAI Y-) 510EWAIX TURN AROUND SE- DETAIL OIL/ U ALL CURES SHALL W BE PAINTED YELLOW 0 30 60 90 Z W IN TURN AROUND AREAS (1P.} X%Sv�% O= J W Scale 1 " =30' L Z U � 7 LOT 12 5 (BLOCK 43) 11 5,W NEW 12' LOT 19 (BLOCK 5) 3.342 SF LOT 20 (BLOCK 5) To-553 5� ': 2,145 SF BENCHMARK: LOT 21 TOP OF MAN HOLE (BLOCK 5) W AD AS 2,145 SF _ LOT 22 (BLOCK 5) 2,145 SF LOT 23 NE 120 (BLOCK 5) WA INON6 2,145 OF EA MENTi LOT 24 (BLOCK 5) 2,145 SF LOT 25 (BLOCK 5) 2.563 SF ME NEW RETAINING WAI -5' COVC. MAX HEIGHT 18” WALKING TEAL LOT 32 (BLOCK 5) 3,243 SF LOT 33 (BLOCK 5) 2,0]9 SF LOT 34 (BLOCK 5) 2,0]9 SF LOT 35 (BLOC( 5) 2,0]9 SF LOT 36 (BLOCK 5) 2,079 SF LOT 37 (BLOCK 5) 2,079 SF full: HEAVY DUTY " SIDEWALK 9 FIRE TUCK SEE DETAIL (D11 JUHN AROUND Note: Visibil -ty of all mechanical equlpmenL From tEe Entrance COrYDcr shall be eliminated. Jerv- �..- DOGH U 19" VE� - 0 E Nr 9 ' 7CUT RTI 0 SAn EASEME9 I DE 4254 PG 660 1 z it I _ _- r�� I I 21 J CJ e., 8.0 I I O Qb rzt4 I w F B w h N a- 0 7 N �a T0 Aa 0 Z VM LL L LL Z L OL. Z Z W � 0 0 J W O J 0 F W J m Z O Q LL Date, 03/18/14 Scale 1' = 30' Sheet No C6 OF23 File No. 12.014 To-553 5� BENCHMARK: TOP OF MAN HOLE ELEVATION = 553.60 W AD AS Jerv- �..- DOGH U 19" VE� - 0 E Nr 9 ' 7CUT RTI 0 SAn EASEME9 I DE 4254 PG 660 1 z it I _ _- r�� I I 21 J CJ e., 8.0 I I O Qb rzt4 I w F B w h N a- 0 7 N �a T0 Aa 0 Z VM LL L LL Z L OL. Z Z W � 0 0 J W O J 0 F W J m Z O Q LL Date, 03/18/14 Scale 1' = 30' Sheet No C6 OF23 File No. 12.014 TE (ZOUTEFF? i� I I I liil \, � N I f M1M1 \s a; / e- - rvr Ik- X1 Fen e \ �\ X� jV \V \"tt"vee4 w � VA9 A V A A V v of IN N \ INA \ %\ F \ � I I FFF1- 688.500, FFF = l , 1 eL F, ors . vv �Relae t 5vv sA, \elet Fence 30 0 30 60 90 Scale, 1 "-30' ] o 590M FFF= r A: 4e ' yl \ I h� 1` ��ffE591� F =591.0 ( M-591,50 MX M )1150 Issz6015aFSBts9 eo I5ers0 FFF 9250 AN, 1 \s- ✓ 1 U Q W FFF = 5se.sa ti FFF 58.50 -FFF - s86 50 FFF \,. =8\.00 \ FFF_ n � \ \ CAS C@ MA. 21 FR( RF (3: fi ] -FFF - s86 50 FFF \,. =8\.00 \ FFF_ n � \ \ CAS C@ MA. 21 FR( RF (3: C� °F w� az w` 5Q Qw N0 183 r� V 0 L Z W Z � g 0 � z Z Z W � O W0� rr W F W N J m Z O Q 03/18/14 scale 1,= — 30' SM1eet No, CA OF 2,6 F No 17.014 \ \ C� °F w� az w` 5Q Qw N0 183 r� V 0 L Z W Z � g 0 � z Z Z W � O W0� rr W F W N J m Z O Q 03/18/14 scale 1,= — 30' SM1eet No, CA OF 2,6 F No 17.014 � I y 1_—Y Y � I i� ETD I I v 1 m � I I 1 II f 7 DTI � —I5, S0 Fl, 3AFOU 5 � A V v \ {I d C V A FFE — 59550 �6' FFE n8750 � 1 nPL FFE 58650 FFE X597.00 RA rt 5 \I FFE a WHO �1 ��� ' m' FEE _ Lo U nce f w�. Z w 30 (1 30 60 90 _ W �L Soule : F "moo' d w IkiE 599.00 G' 82 I 1 B1s SAN— - Io � EE 5S7 50 �— cp�' �x ;- I FEE 5C6.50 7 -N.- 1-- `. to /err i , ME iI .JL .. -- 2 'J I ,� \ ly PAVED I x HE M i l ak4 �� INSSATL LOW MAINTENANCE CR0 N0 - COVER ON A(1 w e BEAT 'II Do�1 �o E5 GREAJ[g60 THAN 3.t REFER TO SHEEF P4 FOR OETAIVV' AAINTAIN 6FFM ® 571,24 - -568 - MAINTAIN RM �I ® e7zao SAN -6 J P' 0 - w4 a w` 3,w N /v N a 2 ) Lqz O z L LM Z j > g � � F' Z Z W Q W0� 11 WSW J m Z O Q LL Dote 03/18/14 Code 1" = 30' Shoot Nn C8 01- 23 File No 12.014 F -E 582.00 � I 6 J fFE� E82.p� 573.00 FFE - 58f60 80° FFE - 593,00 o' FEE' 563 SC _ a- FFE.= Eli ' FE =59400 RHA `. to /err i , ME iI .JL .. -- 2 'J I ,� \ ly PAVED I x HE M i l ak4 �� INSSATL LOW MAINTENANCE CR0 N0 - COVER ON A(1 w e BEAT 'II Do�1 �o E5 GREAJ[g60 THAN 3.t REFER TO SHEEF P4 FOR OETAIVV' AAINTAIN 6FFM ® 571,24 - -568 - MAINTAIN RM �I ® e7zao SAN -6 J P' 0 - w4 a w` 3,w N /v N a 2 ) Lqz O z L LM Z j > g � � F' Z Z W Q W0� 11 WSW J m Z O Q LL Dote 03/18/14 Code 1" = 30' Shoot Nn C8 01- 23 File No 12.014 � I J 573.00 573.50 i F m FFF s \4 SO - `. to /err i , ME iI .JL .. -- 2 'J I ,� \ ly PAVED I x HE M i l ak4 �� INSSATL LOW MAINTENANCE CR0 N0 - COVER ON A(1 w e BEAT 'II Do�1 �o E5 GREAJ[g60 THAN 3.t REFER TO SHEEF P4 FOR OETAIVV' AAINTAIN 6FFM ® 571,24 - -568 - MAINTAIN RM �I ® e7zao SAN -6 J P' 0 - w4 a w` 3,w N /v N a 2 ) Lqz O z L LM Z j > g � � F' Z Z W Q W0� 11 WSW J m Z O Q LL Dote 03/18/14 Code 1" = 30' Shoot Nn C8 01- 23 File No 12.014 I C----) l 1 01 i i I 600 595 590 585 580 575 570 565 560 1 n I (a)GEORGETOWN ROAD AND WATERLINE PROFILE C9 Sp ; n: 1' =20', V. 14 = _ -- V °0 wl C7 w� as w` 4- rv� __� (pF5T- 5rn,S +�o oa - - - -- 7sn-- - - - -_. — _ _ __ __— -- ._ _. W •, – -- 5 90 CRFCi F EV 59135 reds m � U 1 3 MINIMUM COVER Gy - h RV z -- - -__ __. -- - - - -_ — Proposed Grad -- —__ -- p - 56i] CD —< _ _ se 0 - . r'g s °oI CLn555211A1ERUNE - -- — - w o w ^y in O _ a rT al – J — ss w W - > r, 0 � Q y Lu Lu 560 Lu o n 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 Z Q LL Dare 03/13/14 %GEORGETOWN ROAD AND WATERLINE PROFILE ale 1" = 20' C10 srsrF; HE r =so•, e r =s' snee, N9. -.__.. C10 0 23 Fle NO_ 2014 50S 600 595 590 585 580 575 m \ e 4 \„ �co� mti P/ _ 35 fiir I_ A -246' II R 296.90' / I a D 41 20' 0/33(6 T F I f 605 600 `i95 590 585 58C 575 r2�CROSS SECTION GEORCETOM ROAD WITH PARKING C11 Not To Scale GccNctoon Rod T ed 1 �. aI 2a CROSS SECTION GEORGETOWN ROAD C11 Not To Scale ACROSS SECTION OUT OF BOUNDS CT. Ce1 Not To Scale - _\ f F R .. Sam,:y,an Road - - I 'o 5ho ��CROSS SEC -ION S. BENNINGTON ROAD STA 12 +13 TO 15 +56 6� Not To scale X10 10 +00 11 F00 12't6 3i'CO 570 T - 3000 PSI CoNCRE- %�OUT OF BOUNDS CT. AND WATERLINE PROFILE — E C11 OUT , ° =zG', v: , ^ =s' -- - -- _ C'ol 115 OF SV -9.SA SUPERPAVE COMPACTED SUBGRACC I'ONF o a' 3,000 000 #21A BA=RSTDNE o ° ° °e° °0000 5" TV ASPHALT CONCRETE BASE COARSE - TYPE AsPHA_T comcRE� BASE coARSE IIIIIIL�II- -T �F III III )� comPnc�ED�suecRnDE TONE II TI II T II III E BM =.o coa -1a PE BM- ALT OBE FIELD VEWHEJ voOT gz,A BASESTONE X43' RIBBON CUPB APROR III III III III III T COMPACTED SURCEASE C ",1 Not To Scala _. �III�III�III�III�I �— - LII III TT. III III 10 BE OFIELD VERIFIED TO 33-_1 FIE —D VERIFIED Tr COMPACTED SUBGRADF CBR =10 TO BE FIELD VERIFIED It PAVEM -NT SECTION FOR S. BENNINGTON ROAD ST. 10 +00 TO 12 +13 6 CROSS SECTION TOWN MEWS LANE �TPAVEVIENT SECTION FOR GEORGETOWN ROAD %e�TYPICAL FEAVY DUTY SIDEWALK SECTION C11 Not ToScale IV Not oScale — Cii No,ToScale ' C11 Not To ale... -. 1,0" OF =M 9.SA SUPERPAVE 1.5 OF SM-9.SA SUPERPAVF 25' - ASPH AIT CONCREI_ BASE m__ p 5 ASPHALT CONCRETE BASE o - 3,000 PSI CONCRETE o o COARSE TY _ Bld -25.0 COARSE f`.'PE Belo - 0000 000000000 a° — —a X111= -I H ccMPAC E k A ensESTONE o 0 o a_ vD ©r ,uz,A eASSSTONE ° 4' - SPOT $ 21A BA"'ESTONE - _ 6" M SCOT o 25" - ASPHALT OONORETF SASE p SUBGRAOE 0-00 TTTT TT TTTT� COMPACTED SUBGRMDE — III - —coMP ED Su cRAD� °AVEMENT SECTION FOR CUT GOF B LD vERIaED BR�o COMPACTED SUBORADE o00 00 TO BE FI_ TO BE FIIELB VERIFIED CBR =10 ,�c _ 6' - wOT #21A BASF-TONE ro BE FISD vERIFIED - �� OUNDS CL �EFAVEMENI SECTION FOR TOWN MEWS LN TTT -TTT TI CBR -10 ' - -__ -- TYPICAL SIDE' TO BE FIELD VERIFIED 1.11 Not To Scale i71 Not To Scale �ECROSS SE a �' JVALK SECTION 271 Not ToScale PAVEMENT SECTION FOR S. BENNINGTON ROAD ST. 12 +13 TO 15 +68 C117No r-To le N S Eemnetan Act A 25 2 t �f } z F gzk PlI Dlae °/r0 / h aQ Z 0 W Z 0 OU W J W Q] OJ Q a,,,A„ „ 03/18/14 Seale 1" —_20' NGTON ROAD STA 10 +00 TO 12 +13 Coca' Do — -- C 11 OF 23 Fde Na_ 2.014" Out of Bounds Court Private Alleyway Design Speed : 25 MPH -. - -_- - *� a s ,a °�so - eft z V �'- — +m Existing to �e __ --- Praryas J6re9. I _ 4.W � -3' MINIMUM COVER SAG STA 10 +3].86. -- _ _ B of CLASS_ 52 SAG EfEV.595.19 V HER NE 90' BONG - ST 13 +2192 - �w - 12 Min S - ton 8 DI GLASS 52 ATERIINE -. N w m I -o �+ = - - m � EJ - - -N —o o — r �D h m N m h N m m v� N m m o N N N 605 600 `i95 590 585 58C 575 r2�CROSS SECTION GEORCETOM ROAD WITH PARKING C11 Not To Scale GccNctoon Rod T ed 1 �. aI 2a CROSS SECTION GEORGETOWN ROAD C11 Not To Scale ACROSS SECTION OUT OF BOUNDS CT. Ce1 Not To Scale - _\ f F R .. Sam,:y,an Road - - I 'o 5ho ��CROSS SEC -ION S. BENNINGTON ROAD STA 12 +13 TO 15 +56 6� Not To scale X10 10 +00 11 F00 12't6 3i'CO 570 T - 3000 PSI CoNCRE- %�OUT OF BOUNDS CT. AND WATERLINE PROFILE — E C11 OUT , ° =zG', v: , ^ =s' -- - -- _ C'ol 115 OF SV -9.SA SUPERPAVE COMPACTED SUBGRACC I'ONF o a' 3,000 000 #21A BA=RSTDNE o ° ° °e° °0000 5" TV ASPHALT CONCRETE BASE COARSE - TYPE AsPHA_T comcRE� BASE coARSE IIIIIIL�II- -T �F III III )� comPnc�ED�suecRnDE TONE II TI II T II III E BM =.o coa -1a PE BM- ALT OBE FIELD VEWHEJ voOT gz,A BASESTONE X43' RIBBON CUPB APROR III III III III III T COMPACTED SURCEASE C ",1 Not To Scala _. �III�III�III�III�I �— - LII III TT. III III 10 BE OFIELD VERIFIED TO 33-_1 FIE —D VERIFIED Tr COMPACTED SUBGRADF CBR =10 TO BE FIELD VERIFIED It PAVEM -NT SECTION FOR S. BENNINGTON ROAD ST. 10 +00 TO 12 +13 6 CROSS SECTION TOWN MEWS LANE �TPAVEVIENT SECTION FOR GEORGETOWN ROAD %e�TYPICAL FEAVY DUTY SIDEWALK SECTION C11 Not ToScale IV Not oScale — Cii No,ToScale ' C11 Not To ale... -. 1,0" OF =M 9.SA SUPERPAVE 1.5 OF SM-9.SA SUPERPAVF 25' - ASPH AIT CONCREI_ BASE m__ p 5 ASPHALT CONCRETE BASE o - 3,000 PSI CONCRETE o o COARSE TY _ Bld -25.0 COARSE f`.'PE Belo - 0000 000000000 a° — —a X111= -I H ccMPAC E k A ensESTONE o 0 o a_ vD ©r ,uz,A eASSSTONE ° 4' - SPOT $ 21A BA"'ESTONE - _ 6" M SCOT o 25" - ASPHALT OONORETF SASE p SUBGRAOE 0-00 TTTT TT TTTT� COMPACTED SUBGRMDE — III - —coMP ED Su cRAD� °AVEMENT SECTION FOR CUT GOF B LD vERIaED BR�o COMPACTED SUBORADE o00 00 TO BE FI_ TO BE FIIELB VERIFIED CBR =10 ,�c _ 6' - wOT #21A BASF-TONE ro BE FISD vERIFIED - �� OUNDS CL �EFAVEMENI SECTION FOR TOWN MEWS LN TTT -TTT TI CBR -10 ' - -__ -- TYPICAL SIDE' TO BE FIELD VERIFIED 1.11 Not To Scale i71 Not To Scale �ECROSS SE a �' JVALK SECTION 271 Not ToScale PAVEMENT SECTION FOR S. BENNINGTON ROAD ST. 12 +13 TO 15 +68 C117No r-To le N S Eemnetan Act A 25 2 t �f } z F gzk PlI Dlae °/r0 / h aQ Z 0 W Z 0 OU W J W Q] OJ Q a,,,A„ „ 03/18/14 Seale 1" —_20' NGTON ROAD STA 10 +00 TO 12 +13 Coca' Do — -- C 11 OF 23 Fde Na_ 2.014" 60. OF S9' 59( 5a. 5e 5T � oa 7. CG —3 Flgxn Edge of ' - Sldewal/to Edge ob w ,Sidewalk Around [Mire Perimeter of T¢/n Around w� °a I,, w g r z hi CG -3 From/Edge or Sidewalk tp Edge of Sidewalk Around Entire °erimeterl of Turn Around r CO o NS9 0 /u IT) ':/f PEA 1 Q / I � W L� W 10 +00 11 +00 12 +00 (a1S. BENNINGTON ROAD AND WATERLINE PROFILE C12 Ste: e: r =20•, V. r =s 13 +00 14 +00 15 +00 605 660 56i 90 L Q IIZ_ as 0 V Z g 0 > D80 F Z Z W O r O > 0 J W o Q LU F 16 +00 W 7 \ 1 Q _. -_ S. Bennington Road 50' Public ROW Design Speed 25 MPH - _ _. - ;__ -:_ _ - _ VERTICAL C6RW 1 - _ 6E 111 CURVE 3 -- PA STA.12 +33.]0 PN STAID +30.00- VERIICAI CURVE 2 PM SM11 +6100.._ PM EIEV.586.26 W ElEV.569.69 i SM11 +20.00 Pi ElEV.569.3Y 20.00VC MOM _. i ELEV.590.56 - _ 21 -. 4' .... -_ _ -. WR11CAL g1RYE 5 - CD oo da- 2. IT7 -_ CREST03.33 _ __ 2_ I -_- — RV + - ` - - m — 3MIIVIN�EM COVER - ° 22 5' FORIZONTAI_ . 811RE AL 73 m n _- - .� 225 IIORZON m a - — EENE sT 9 +90 m DI CLASS 53 WAi,RLWE o - -m m - NN a - mW - - m w P� 42 10 +00 11 +00 12 +00 (a1S. BENNINGTON ROAD AND WATERLINE PROFILE C12 Ste: e: r =20•, V. r =s 13 +00 14 +00 15 +00 605 660 56i 90 L Q IIZ_ as 0 V Z g 0 > D80 F Z Z W O r O > 0 J W o Q LU F 16 +00 W 7 \ 1 Q " = 20' Sheet No C12 OF 23 Foe Na. 2.014 Z Z — 590 585 580 575 -IT lij I Z I 11 STEP LJ U \ \ _\ � � \ M � \'C UJ [2 M N M (n LL M IN N- ORB HOT I-ICI)LI \ m N m N J m N \ J m N \ m N / 1I v .� . M N � N W) M In \ N M y M Y M Y m Y M Y m I \ III cyi M \ v m cz, �- (o — U n I- o �' SON O�O O�o 00 O�OO pOO VO PAT SPOT JmN .\ O I\ � I I I Y CODE N ITT N M N d' Y N ' N M N (LI N N N Y Y — �V �dV�OM ~ "OO . m N O m N \ O mr(V O m COST O \m OFF _ V I \ I x 1 / L 0 IF ELL A U w w s / i z U Z Co i =5 -. Existing Gr a -;- - - --- 9'uORIZONTAL 3' MI VIMUN COVER B NB ST ONTAL 22.5 RORIZONTAL I -B' DI OF ASS 52 ASTER' INS 1 BEND S 01LIE 85 i - c BEND c OTI - -- DID 570 O +CO 7 +00 VA -INF PROFII_F CONNECTION TO BARRACKS ROAD c3� Norm w vxNn �' 590 5 595 585 5 \ 580 5 585 575 5 580 CIA SID THIS c-o \ RICO UR I N BID Y p N y \�JUO J o ~O C — JN m N Q mNi \ \ _\ � � \ M � \'C UJ [2 M N M (n LL M IN N- ORB HOT I-ICI)LI \ m N m N J m N \ J m N \ m N / 1I v .� . M N � N W) M In \ N M y M Y M Y m Y M Y m I \ III cyi M \ v m cz, �- (o — U n I- o �' SON O�O O�o 00 O�OO pOO VO PAT SPOT JmN .\ O I\ � I I I Y CODE N ITT N M N d' Y N ' N M N (LI N N N Y Y — �V �dV�OM ~ "OO . m N O m N \ O mr(V O m COST O \m OFF _ V I \ I x 1 / L 0 IF ELL A U w w s / i z U Z Co i =5 -. Existing Gr a -;- - - --- 9'uORIZONTAL 3' MI VIMUN COVER B NB ST ONTAL 22.5 RORIZONTAL I -B' DI OF ASS 52 ASTER' INS 1 BEND S 01LIE 85 i - c BEND c OTI - -- DID 570 O +CO 7 +00 VA -INF PROFII_F CONNECTION TO BARRACKS ROAD c3� Norm w vxNn �' 590 5 595 585 5 590 580 5 585 575 5 580 CIA SID THIS c-o \ RICO UR I H BEE UH M \�JUO \��ol� O mN mNi \ \ _\ � � \ M � \'C UJ [2 M N M (n LL M IN N- ORB HOT I-ICI)LI \ m N m N J m N \ J m N \ m N / 1I v .� . M N � N W) M In \ N M y M Y M Y m Y M Y m I \ III cyi M \ v m cz, �- (o — U n I- o �' SON O�O O�o 00 O�OO pOO VO PAT SPOT JmN .\ O I\ � I I I Y CODE N ITT N M N d' Y N ' N M N (LI N N N Y Y — �V �dV�OM ~ "OO . m N O m N \ O mr(V O m COST O \m OFF _ V I \ I x 1 / L 0 IF ELL A U w w s / i z U Z Co i =5 -. Existing Gr a -;- - - --- 9'uORIZONTAL 3' MI VIMUN COVER B NB ST ONTAL 22.5 RORIZONTAL I -B' DI OF ASS 52 ASTER' INS 1 BEND S 01LIE 85 i - c BEND c OTI - -- DID 570 O +CO 7 +00 VA -INF PROFII_F CONNECTION TO BARRACKS ROAD c3� Norm w vxNn �' 590 5 595 585 5 590 580 5 585 575 5 580 V I \ I x 1 / L 0 IF ELL A U w w s / i z U Z Co i =5 -. Existing Gr a -;- - - --- 9'uORIZONTAL 3' MI VIMUN COVER B NB ST ONTAL 22.5 RORIZONTAL I -B' DI OF ASS 52 ASTER' INS 1 BEND S 01LIE 85 i - c BEND c OTI - -- DID 570 O +CO 7 +00 VA -INF PROFII_F CONNECTION TO BARRACKS ROAD c3� Norm w vxNn �' 590 5 595 585 5 590 580 5 585 575 5 580 570 O +CO 7 +00 VA -INF PROFII_F CONNECTION TO BARRACKS ROAD c3� Norm w vxNn �' 590 5 595 585 5 590 580 5 585 575 5 580 2 +000 _ Exist IFTS GIFTS -- -- _ rR -- 3 M1IINIMUW.E9.E° - — -- Cy 4 BOA P DI CLASS 51 YIATERL NE ° - - -- ST 1 +5500 LOT— n° -F'n's SO n dux; —. N„ gEm WE ED 575 0 +00 1 +00 3 WATERLINE PROFILE BLOCK 3 PARKING-1 01 C13 SCALE RORZ 1 " =20' VERI1' --" 595 Soo MID S80 2 +F X IF sw� ON off ET mout ,EsR w I TRUE OF T� ME MMOM, M11 7 cw M1 WAiER5i0P ROD AT VISMETo m US WELL AT TOP AT 1� IT TOM am" wi I Hi IN IT He VRENTED III 3 SHUT In USE - HIS I N rem M ` P x IS IS F. -11, I Mm _ marmM' KEE US, W43 R't`�m ^� �Rp, I IF GOES MAUER SMITH, 11 SOL Nome " HOMES SEND Pol Mmi - I SRI "FEW THES PER DO H Som ON TURN MAwx I. -.. -.. e. ZDSW ALLASUL MULLS, BID HURT -20SUM MINOR BEST, UP w, I Mi m� UP SOMETIMES TD So BIT LORD TOM VM CONCRETE GRAVITY RETAINING WALL ,ov ° SIMMONS ow LEVEL EACKFILL R L2Z It Oj w° j SUNNI Y: EMWWE snmuc y PEux.mN UoxT z a4 G ss miws OR xsosPo u° BONN ^ w® w ' EXPx IS C imr4EL Wl "DIED HOURS Tei ORION LINE $ FREEDOM ,W �E YXO N c'ecrcu SERUM 'CONSOLE 'I'M I RUN Limps OF LIMIT' IF O µ OR% C pami 0 M xzTm zRVSw s x 01.M PEDET R1AN ACCESS ROUTE III OF �TRIIV ORPnnR OT MMUL OF s zsis c�.zs n Exsrv.. F-im sUND ENSURE THAT OEM BE W PECHNITIAM DBMS -.Ars Gm WAHF MED ill A HOME PLM ME SECTION SHE s uv Ii Ulm 11 Immm"I WTH i a, AM 3 OR Sol TO CURB ISBN US UPS ST"� IS TO BE I MATCH m 'MOIL" r ._ HE DAN w OLDER 1 coxc uouarasz cw SEC !� N A' a cs. &UNIT m ROME wuwE y -- µ xE SULT u� .N.R.N IN, VM SECTION AA I XX 3 2 uumr DEBREASHE IN STOOD ONE MOST D un I mL, KOPPERS Ii 1111,1M wux D Werse xz SECTION UPS STANDARD ROW EN .NT XCE Po GUTTER TONSP xRN�. BUT flog Vn HE Psi OR FORT Mnu:. OF I CONCRIPTY TO ME STEP AS IF LANE I PLIFE, UPS PSI IF PROOF * SAM LOWER A SENT U OF FULL FORT WTSL cum "aEMEuEP.oE fix" INJURED FIND OF BLUE OF .. Sir °X °�TRRUST o E °° "IT °.M UP x . o M<E . - X DEFTH 5 V6N ON STANDARD TO ME 'El ,. WON TE S AROUND 14- W RIIda' NO 4 EL IT I- STANDARD 4" CURB ED UPPOSTUEST OF TEMANSFIRTNION SRI � w0. E� ` Q ' �1 w Eti l� MEMEN MEMEN q 1IZ_R1 V i 0INEME, Z 0 OU W J WET�� W of Q 03/1 8 /i4 ZLU sRERr NO — C13 OF 23 FIT No 12,014 TOWN MEWS LANE AND WATERLINE PROFILE C13 scue; BE I' =zo', v: I 0 575 0 +00 1 +00 3 WATERLINE PROFILE BLOCK 3 PARKING-1 01 C13 SCALE RORZ 1 " =20' VERI1' --" 595 Soo MID S80 2 +F X IF sw� ON off ET mout ,EsR w I TRUE OF T� ME MMOM, M11 7 cw M1 WAiER5i0P ROD AT VISMETo m US WELL AT TOP AT 1� IT TOM am" wi I Hi IN IT He VRENTED III 3 SHUT In USE - HIS I N rem M ` P x IS IS F. -11, I Mm _ marmM' KEE US, W43 R't`�m ^� �Rp, I IF GOES MAUER SMITH, 11 SOL Nome " HOMES SEND Pol Mmi - I SRI "FEW THES PER DO H Som ON TURN MAwx I. -.. -.. e. ZDSW ALLASUL MULLS, BID HURT -20SUM MINOR BEST, UP w, I Mi m� UP SOMETIMES TD So BIT LORD TOM VM CONCRETE GRAVITY RETAINING WALL ,ov ° SIMMONS ow LEVEL EACKFILL R L2Z It Oj w° j SUNNI Y: EMWWE snmuc y PEux.mN UoxT z a4 G ss miws OR xsosPo u° BONN ^ w® w ' EXPx IS C imr4EL Wl "DIED HOURS Tei ORION LINE $ FREEDOM ,W �E YXO N c'ecrcu SERUM 'CONSOLE 'I'M I RUN Limps OF LIMIT' IF O µ OR% C pami 0 M xzTm zRVSw s x 01.M PEDET R1AN ACCESS ROUTE III OF �TRIIV ORPnnR OT MMUL OF s zsis c�.zs n Exsrv.. F-im sUND ENSURE THAT OEM BE W PECHNITIAM DBMS -.Ars Gm WAHF MED ill A HOME PLM ME SECTION SHE s uv Ii Ulm 11 Immm"I WTH i a, AM 3 OR Sol TO CURB ISBN US UPS ST"� IS TO BE I MATCH m 'MOIL" r ._ HE DAN w OLDER 1 coxc uouarasz cw SEC !� N A' a cs. &UNIT m ROME wuwE y -- µ xE SULT u� .N.R.N IN, VM SECTION AA I XX 3 2 uumr DEBREASHE IN STOOD ONE MOST D un I mL, KOPPERS Ii 1111,1M wux D Werse xz SECTION UPS STANDARD ROW EN .NT XCE Po GUTTER TONSP xRN�. BUT flog Vn HE Psi OR FORT Mnu:. OF I CONCRIPTY TO ME STEP AS IF LANE I PLIFE, UPS PSI IF PROOF * SAM LOWER A SENT U OF FULL FORT WTSL cum "aEMEuEP.oE fix" INJURED FIND OF BLUE OF .. Sir °X °�TRRUST o E °° "IT °.M UP x . o M<E . - X DEFTH 5 V6N ON STANDARD TO ME 'El ,. WON TE S AROUND 14- W RIIda' NO 4 EL IT I- STANDARD 4" CURB ED UPPOSTUEST OF TEMANSFIRTNION SRI � w0. E� ` Q ' �1 w Eti l� MEMEN MEMEN q 1IZ_R1 V i 0INEME, Z 0 OU W J WET�� W of Q 03/1 8 /i4 ZLU sRERr NO — C13 OF 23 FIT No 12,014 TOWN MEWS LANE AND WATERLINE PROFILE C13 scue; BE I' =zo', v: I 0 L2Z It Oj w° j SUNNI Y: EMWWE snmuc y PEux.mN UoxT z a4 G ss miws OR xsosPo u° BONN ^ w® w ' EXPx IS C imr4EL Wl "DIED HOURS Tei ORION LINE $ FREEDOM ,W �E YXO N c'ecrcu SERUM 'CONSOLE 'I'M I RUN Limps OF LIMIT' IF O µ OR% C pami 0 M xzTm zRVSw s x 01.M PEDET R1AN ACCESS ROUTE III OF �TRIIV ORPnnR OT MMUL OF s zsis c�.zs n Exsrv.. F-im sUND ENSURE THAT OEM BE W PECHNITIAM DBMS -.Ars Gm WAHF MED ill A HOME PLM ME SECTION SHE s uv Ii Ulm 11 Immm"I WTH i a, AM 3 OR Sol TO CURB ISBN US UPS ST"� IS TO BE I MATCH m 'MOIL" r ._ HE DAN w OLDER 1 coxc uouarasz cw SEC !� N A' a cs. &UNIT m ROME wuwE y -- µ xE SULT u� .N.R.N IN, VM SECTION AA I XX 3 2 uumr DEBREASHE IN STOOD ONE MOST D un I mL, KOPPERS Ii 1111,1M wux D Werse xz SECTION UPS STANDARD ROW EN .NT XCE Po GUTTER TONSP xRN�. BUT flog Vn HE Psi OR FORT Mnu:. OF I CONCRIPTY TO ME STEP AS IF LANE I PLIFE, UPS PSI IF PROOF * SAM LOWER A SENT U OF FULL FORT WTSL cum "aEMEuEP.oE fix" INJURED FIND OF BLUE OF .. Sir °X °�TRRUST o E °° "IT °.M UP x . o M<E . - X DEFTH 5 V6N ON STANDARD TO ME 'El ,. WON TE S AROUND 14- W RIIda' NO 4 EL IT I- STANDARD 4" CURB ED UPPOSTUEST OF TEMANSFIRTNION SRI � w0. E� ` Q ' �1 w Eti l� MEMEN MEMEN q 1IZ_R1 V i 0INEME, Z 0 OU W J WET�� W of Q 03/1 8 /i4 ZLU sRERr NO — C13 OF 23 FIT No 12,014 TOWN MEWS LANE AND WATERLINE PROFILE C13 scue; BE I' =zo', v: I 0 SUNNI Y: EMWWE snmuc y PEux.mN UoxT z a4 G ss miws OR xsosPo u° BONN ^ w® w ' EXPx IS C imr4EL Wl "DIED HOURS Tei ORION LINE $ FREEDOM ,W �E YXO N c'ecrcu SERUM 'CONSOLE 'I'M I RUN Limps OF LIMIT' IF O µ OR% C pami 0 M xzTm zRVSw s x 01.M PEDET R1AN ACCESS ROUTE III OF �TRIIV ORPnnR OT MMUL OF s zsis c�.zs n Exsrv.. F-im sUND ENSURE THAT OEM BE W PECHNITIAM DBMS -.Ars Gm WAHF MED ill A HOME PLM ME SECTION SHE s uv Ii Ulm 11 Immm"I WTH i a, AM 3 OR Sol TO CURB ISBN US UPS ST"� IS TO BE I MATCH m 'MOIL" r ._ HE DAN w OLDER 1 coxc uouarasz cw SEC !� N A' a cs. &UNIT m ROME wuwE y -- µ xE SULT u� .N.R.N IN, VM SECTION AA I XX 3 2 uumr DEBREASHE IN STOOD ONE MOST D un I mL, KOPPERS Ii 1111,1M wux D Werse xz SECTION UPS STANDARD ROW EN .NT XCE Po GUTTER TONSP xRN�. BUT flog Vn HE Psi OR FORT Mnu:. OF I CONCRIPTY TO ME STEP AS IF LANE I PLIFE, UPS PSI IF PROOF * SAM LOWER A SENT U OF FULL FORT WTSL cum "aEMEuEP.oE fix" INJURED FIND OF BLUE OF .. Sir °X °�TRRUST o E °° "IT °.M UP x . o M<E . - X DEFTH 5 V6N ON STANDARD TO ME 'El ,. WON TE S AROUND 14- W RIIda' NO 4 EL IT I- STANDARD 4" CURB ED UPPOSTUEST OF TEMANSFIRTNION SRI � w0. E� ` Q ' �1 w Eti l� MEMEN MEMEN q 1IZ_R1 V i 0INEME, Z 0 OU W J WET�� W of Q 03/1 8 /i4 ZLU sRERr NO — C13 OF 23 FIT No 12,014 TOWN MEWS LANE AND WATERLINE PROFILE C13 scue; BE I' =zo', v: I 0 Limps OF LIMIT' IF O µ OR% C pami 0 M xzTm zRVSw s x 01.M PEDET R1AN ACCESS ROUTE III OF �TRIIV ORPnnR OT MMUL OF s zsis c�.zs n Exsrv.. F-im sUND ENSURE THAT OEM BE W PECHNITIAM DBMS -.Ars Gm WAHF MED ill A HOME PLM ME SECTION SHE s uv Ii Ulm 11 Immm"I WTH i a, AM 3 OR Sol TO CURB ISBN US UPS ST"� IS TO BE I MATCH m 'MOIL" r ._ HE DAN w OLDER 1 coxc uouarasz cw SEC !� N A' a cs. &UNIT m ROME wuwE y -- µ xE SULT u� .N.R.N IN, VM SECTION AA I XX 3 2 uumr DEBREASHE IN STOOD ONE MOST D un I mL, KOPPERS Ii 1111,1M wux D Werse xz SECTION UPS STANDARD ROW EN .NT XCE Po GUTTER TONSP xRN�. BUT flog Vn HE Psi OR FORT Mnu:. OF I CONCRIPTY TO ME STEP AS IF LANE I PLIFE, UPS PSI IF PROOF * SAM LOWER A SENT U OF FULL FORT WTSL cum "aEMEuEP.oE fix" INJURED FIND OF BLUE OF .. Sir °X °�TRRUST o E °° "IT °.M UP x . o M<E . - X DEFTH 5 V6N ON STANDARD TO ME 'El ,. WON TE S AROUND 14- W RIIda' NO 4 EL IT I- STANDARD 4" CURB ED UPPOSTUEST OF TEMANSFIRTNION SRI � w0. E� ` Q ' �1 w Eti l� MEMEN MEMEN q 1IZ_R1 V i 0INEME, Z 0 OU W J WET�� W of Q 03/1 8 /i4 ZLU sRERr NO — C13 OF 23 FIT No 12,014 TOWN MEWS LANE AND WATERLINE PROFILE C13 scue; BE I' =zo', v: I 0 � w0. E� ` Q ' �1 w Eti l� MEMEN MEMEN q 1IZ_R1 V i 0INEME, Z 0 OU W J WET�� W of Q 03/1 8 /i4 ZLU sRERr NO — C13 OF 23 FIT No 12,014 TOWN MEWS LANE AND WATERLINE PROFILE C13 scue; BE I' =zo', v: I 0 U i O COMMON NAME BOTANICAL NAME EN SZE CANOPY 8 >A o SZE -moon CANOPY SUB-TOAL AS AD CURESSOCYDARIS LEYLANDII ' '6 5 5' -6 23 AE 2 BLUE POINT JUNIPER nFd> 34 4' 5' 15 510 -- TO 14 RE PT M 4,506 _ HOPHORNBEAM (B ED) OSTRYA VIRGLVIAVA 19 6' -8' 1.5" -175' 99 1,881 BUFFERS AND EDGES WHITE ASH FRAXINUS AMERCIANA 'AUT -PRP' Pmo C -175' 322 m COMMON NAME - BOIANICAL NAME 01'. SIZE ST CANOPY a 7 ^o ACER ROBRJM 9 1.5 " -1 _ 75 * SN CC 8 HERITAGE BIRCH 3ETULA NIGRA ' d ERITAGE' 7 =N AEem 397 2,//9 o AR FAGUS SPASDIFI ORA o4°0 L5 "- ".75 "* 177 1,062 10 TULIP POPLAR LIRIODENDRON - ULIPIFERA 5 151' -'J5'* 6' PLANT LIST GENERAL LANDSCAPE NOTES _ 1. A -HIGH, PVC FENCE SHALL BE CONSTRUCTED ALONG THE SOUTHEAST AND SOUTHWEST LIMITS OF THE PROPERTY TO PROV DE YEAR -ROUND SCREENING OF THE SUBJECT S TE FROM ADJACENT SA 0 3ESIDLNTIAL DEV<- OPMENT, 2 ALL PARKI4G AREAS SHALL BE ADEQUATELY SCREENED FROM °UBLIC ROADWAYS AND I pF ADJACENI RESIDENTIAL ZONE_ BY P2 SFRVED EXISTING V TATION PROPOSED OPAQUE C FENCING PROPOSED RETAINING WALLS AND /OR EXISTING AND PROPOSED BUILDINGS 3. A'1 SITE PLANTINGS OF Id IS AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED Al MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL HE PRUNFD MINIMALL" AND ONLT TO SU FORT THE OV =HALL HEALTH OF THE PLANT. MIE ONLY EX TION TO ING ARE TILE LEYLAND CYPRESS PLANTINGS ALONG THE SOUTHEAST AND SOUTHWESTERN PROPERTY BOUNDARY -1 ESE AREAS WERE PURPOSEFULLY OVER PLA4TE TO PROVIDE SCREENING QUICKER THAN WALLIS OIHLRWISE BE OBTAINED WITH NORMAL VARY SPACING E REMOVAL OF CERTAIN TREES IO RELIEVE EVENTUAL OVER FROWN' IS ENVISIONED TO R OCCUR THEIR THE POINT WHERE TWO ADJACENT BEES —� HAVE SEEMINGLY GROWN TOG_TH R AND HEIR OR BOT PIPIG BRANCHING HEGINS TO NOTICEABLY COMPROMISE THE Qb AJTY OF ONE OR BORE PLANTS. _ PIES IER ROAD RIM _ - -- _ �TI11II - L - V4HELA00nC AVaN OF $STERN FENCE O T I FD RESPONSE rc 1 I PRapasFn s'-,jG 5lIUD PVC FENCE y�Ix SCUD ensP AND AiIICE IHO MEDIUM i0 DARK DROWN - MATTE KNISH SES MAYY FBDM mr rG r IN re[spoNSE m PROPD4D scBEEN TREES (f) e' -10' SEE S PREFERENCE AND FACTS LANDSCAPE FEATURES. _ N01E 3 - CSNE AL LANDSCAPE NO[f5 PMWD40 6' -HIGH wVD PVC FENCE 1 9)ll BASE 23 EXISTED LEYLAND CYPRESS 10 UP PROPOSED SIREIT TREES (3) ANC. 4G' OF qND unlcE FCP - MEDwM TO DARK WLN -oNARE FWSx PROTEGE ouRMA BDNSmucnDN'MTH CLOSED SCREEN TREES (p ACETIC S � �T SEE NO TBANSpuNr As NS(ESSARr 10� NOR 3- GENERAL LANDSCAPE NOTES I AME{IMaOATI N[W sWEEr TRH PLAEnNEX 1pOPOSED STREET NE[5 5 AM 4P SEE NOR ] - GENERAL UNOSCAPL NO1C5 1 1 EXISPNC MANREICRAPE MYRTLE on DC SCREEN TREES (p SHEY SR GENERAL LANDSCAPE NOTES WEE RATINGS TO PETER PRONOE INTEREST FNCmulA TTO PROPOSED GREET r01 \ s 5 h. A / aT KT to TREES (4) AVG. G' OC VJ yy Q 4 41ADE THEE pgOPOSED COAL 3If .I /U /� I: A f Tr TaHS �s)M r PRWp¢D HEDGE PLANTING (2) SCREENING PLANTS COMMON NAME BOTANICAL NAME 01' SZE CANOPY R-Y COMMON NAVE BOTANICAL NAME GTY. SZE CANCPY CANOPY SUB-TOAL 1 LEYLAND CY'3ESS CURESSOCYDARIS LEYLANDII ' '6 5 5' -6 23 3,565 2 BLUE POINT JUNIPER JUNIPERUS CHLNENSIS 34 4' 5' 15 510 STREET TREES KEY COMMON NAME BOTANICAL NAME 01' SZE CANOPY CANOPY SUB -TOTAL CANOPY SUB-TOTAL LONDON PLANETREE (A) PLATANUS ACERIFOI A 49 25's 1F -1./b 368 18,032 4 RED OAK (B) CUERCUS ZEBRA 16 25" 1.5" -175' 370 5,920 1;/80 VJHRE ASH (C) FRAXINUS AMERICANA PUT PER' 14 15" -175' 6' -7' 322 4,506 6 HOPHORNBEAM (B ED) OSTRYA VIRGLVIAVA 19 6' -8' 1.5" -175' 99 1,881 BUFFERS AND EDGES WHITE ASH FRAXINUS AMERCIANA 'AUT -PRP' 3 is -175' 322 KEY COMMON NAME - BOIANICAL NAME 01'. SIZE 10' CANOPY CANOPY SUH -TCTAL 7 RED MAPL`_ ACER ROBRJM 9 1.5 " -1 _ 75 * 397 3,573 8 HERITAGE BIRCH 3ETULA NIGRA ' d ERITAGE' 7 10' -1201 397 2,//9 o AMERICAN BEECH FAGUS SPASDIFI ORA 6 L5 "- ".75 "* 177 1,062 10 TULIP POPLAR LIRIODENDRON - ULIPIFERA 5 151' -'J5'* 6' 387 1,935 11 SWEETGUM LIQUIDAMBAR STYRACIFLUA 4 1- 5 "- '.75 "* 249 996 12 SCARLET OAK GUERCUS COCCINEA 8 15" -i J5 "• 370 2,950 13 HEDBUD CERCIS CANADENSIS 9 6' -7' '24 1,116 14 FLOWERING DOGWOOD COCONUTS ELORIDA 9 6' -7' 124 1,115 U SERVCFGERRY AMELANCHIEH GRANDIFLORA 25 e' -7' 130 3,250 16 NORWAY SPRUCE PICEA AHIES 4 6' -8' 41 164 17 REODAR CEDAR CEDRUS BECHAR 6 6' -8' 143 858 SIZE OF 9LAN1 CALIPER TO INCREASE -0 55' WHEN INSTALLED ADJACENT TO BARRACKS RD - NOTE LONDON PLANETREES SHALL HAVE NO BRANCHING DELON 6' ABOVE GRADE AFTER PLANTING PLO SIZES MAY VARY - SEE SHEET Co FOR DETAILS. PERENNIAL GARDEN KEY COMMON ,NAME BOTANICAL NAM' GUY. SIZE CANOPY CANOPY CANOPY SUB-TOTAL 18 ML-OW OAK QUFRCUS PHELLOS 4 1F -1./b 243 3/O 1,480 19 PIN OAK QUERCUS 'ALUSTRIS 4 1.5" -175' 370 3701 1;/80 20 CRAPEMYRTLE LAGETSTROEMIA TUNICA 18 6' -7' 397 77 1,386 8 HERITAGE BIRCH BE IULA NIGRA ' HER IAGB' 2 1.5" -175' 195 397 794 Gual i iCULTURAI. tiVALK KEY COMMON NAME BO AVICAL NAME Ott SIZE CANOPY CANOFY SUB TOTAL 21 WHITE OAK QLTRRCUS Al US 2 1 R'- 1.75" 243 486 19 PIN OA< OUERCUS PALUSTRIS 2 1.5 " -1./5" 370 740 22 RED MAPLE ACER RUDRUM 2 1.5 "- 1.75" 397 794 25 SUGAR MAPLE ACER SACCHARUM 2 1 5 " -1.75' 195 390 5 WHITE ASH FRAXINUS AMERCIANA 'AUT -PRP' 3 is -175' 322 966 24 DAWN REDWOOD METASEQUOIA GLYPTOSTROBOID S 3 10' -12' 60 180 25 FAPER3ARK MAPLE ACER GRISEUM 6 6 -8' 88 528 25 WINTER K.NG HAWTHORNE CRATAE GUS KINDS 'WINTER KING' 5 6' -8' 184 92a 27 CAROLINA SLVERBELL HALESIA CAROLINIA 8 6' -8' 123 984 28 MAGNOLIA SOULANGIANA SAUCER MAGNOLIA 4 6' -8' 145 580 29 MAGNOLIA STELLATA STAR MAGNOLIA 6 6' -8' 49 294 30 ABIES CONCOLOR WHITE FIR 2 6' -8' 44 BS 31 BLUE ATLAS '-CAR CEDRUS ATLANTICA 'GLAUCA' 1 6' -8' 41 41 32 AMERICAN HOLLY ILEX OPACA 1 6' -8' 56 56 16 NORWAY SPRUCF PICEA ARIES 2 6' -8' 41 82 33 COLORADO BLUE SFRUCE PICEA PUN'GENS GIAUCA' 2 6' -8' 0 30 17 SECTORS CEDAR CEDRJS DEODAR 6 6' -8' 143 858 3 I(]NDON Of ANETREE PLAT SNUB ACERFOLIA 3 15" -i75' 368 1,'04 0C 0D0ITIONAL TREE PLANTINGS ID FILTER ENDED AND PROtlDE INTEREST PROPOSED SCREEN TREES(I)B-1 'G' YE NOR 3 - GENERAL UNDSCAPE NOTES 'FREE CANOPY CALCULATION REQUIREMENT CALCULATION Acres laral Site Acreage 9.42 minus FarmlanC C,oit 0.00 Recrea GOral Credl: 0.00 Open Space Credit 0.00 Public Land Crew: 0 00 SCHOOL Raareat onal Areas Credit 000 Open Space Amenity Credit 219 Preserva Lion Credit (20' Buffer) 0.00 Aaent ADDroved Credit 0 00 Basis for Canopy 723 Bas's for Canopy 7.23 Tree wnoov Reaa rement x 20% Total Canopy Area Sepf-ed 1.45 63.162 CANOPY PROVIDED (see Clean list) 68,486 TERRA CONCEPTS, P.C. NASTRR & OVER P1 Ai(HING EYTEN LEMENDEPROCEMSTEG L \h DNl ARCHITECTURE Lot PER, el 23G3 PO Sir lee ITT A C Cn Me ZJ Q � z E4 AS 2 E4 0 AS 1I�\ F ® 3 7 ADUII OF y m NLUk H, Kdla S6 Lovmwo A04IG ABGW�� SCALE: 111--01, SIMMERED 3 -17 -14 DRAWNNY: MEE REVISIONS: L 4� 4,44 ALONE REVIE \Y 2, 5 -27-14 9'h1PE RELATE \V 3, 6-2-14 ARREARFVE9W 4 7 -0.14 (FELMTGL9NGL5 SHEEP Ciiiiiiiii iI.4 OFZ 600 595 590 5Ba SB) 575 570 565 560 555 S96 SBS 580 S/5 570 565 560 555 550 545 PROVIDE IS -1 FOR ALL STRUCTURES. SEE SHEET C18 FOR DETAIL �SCAQRM SEWER PROFILE: ST 20 THRU ST -15 t STORM SEA ��- VERT1" 10' VERnr 10 - - -_ - -. _..— %TSTORM SEWER PROFILE: S 26 THRU ST -6 C17 s-a-- — - .. - -__ - te. Rarea 1 ° -30' vERV1' =1o' 7 STORM SEWER PROFILE: ST -25 THRU ST -22 C17 Stir' 11oRZ. 1"-30' VERT:1 " -10' 51 -27 5t 31 585 580 575 570 565 560 555 550 5B5 590 SBC 585 575 580 665 570 560 565 555 550 550 555 e 51 -26 ST -33 l� SEWER a +so PROFILE: ST -18 THRU ST -7 C17 SCAE IiORZ i -IC -- '° -- WW,l, 11 STORM SEWER PROFILE' ST -26 THRU ST -33 i� YlulY�l -t�� PROFILE: ST -26 THRU ST -36 =1 m C� C17 SCALEHORZI "- 30'VERrr =1o' in �IS�oo� 9 �n���rranrrumn� �C IFN T�STORM C ,ate PROFILE: ST -12 THRU ST -14 m -10' 5B5 590 SBC 585 575 580 665 570 560 565 555 550 550 555 e 51 -26 ST -33 f0( 600 ogf 595 )O( 590 f8t 585 i8( 580 )/ 575 R70 565 i6( 560 /5` 555 590 600 585 595 580 590 57➢ 5a0 565 575 560 570 555 565 550 SBS 580 575 570 565 560 555. 550 545 590 585 580 575 570 565 560 555 ST -1 ST -32 l� SEWER a +so PROFILE: ST -18 THRU ST -7 C17 SCAE IiORZ i -IC -- '° -- WW,l, 11 STORM SEWER PROFILE' ST -26 THRU ST -33 i� YlulY�l -t�� PROFILE: ST -26 THRU ST -36 =1 C� C17 SCALEHORZI "- 30'VERrr =1o' in �IS�oo� �n���rranrrumn� �C IFN T�STORM C ,ate PROFILE: ST -12 THRU ST -14 C CCAFEHoazl'�0'VERT.V -10' ® f0( 600 ogf 595 )O( 590 f8t 585 i8( 580 )/ 575 R70 565 i6( 560 /5` 555 590 600 585 595 580 590 57➢ 5a0 565 575 560 570 555 565 550 SBS 580 575 570 565 560 555. 550 545 590 585 580 575 570 565 560 555 ST -1 ST -32 590 5B5 560 575 570 565 560 555 0 +00 0 +50 590 5B5 580 575 570 565 560 555 550 545 l� SEWER a +so PROFILE: ST -18 THRU ST -7 C17 SCAE IiORZ 1 "=30' VERT1 -IC -- '° -- WW,l, 11 STORM SEWER PROFILE' ST -26 THRU ST -33 STORM YlulY�l -t�� PROFILE: ST -26 THRU ST -36 =1 C� C17 SCALEHORZI "- 30'VERrr =1o' �IS�oo� �n���rranrrumn� IFN T�STORM C ,ate PROFILE: ST -12 THRU ST -14 C CCAFEHoazl'�0'VERT.V -10' 590 5B5 560 575 570 565 560 555 0 +00 0 +50 590 5B5 580 575 570 565 560 555 550 545 wUo U+ou 1 +Ua +oo (-_ 9- STORM STER PROFILE ST -1 _IiiRU ST —T SCALE HCRZ 1° =50 VERT1 -To' STORM SEWER PROFILE: ST-30 THRU ST -26 C17 sCAte HORZ'. 1 "= 30'vERT:1' ='0` 590 5B5 5BO 575 565 560 555 545 L rsTSTORM l� SEWER a +so PROFILE: ST -18 THRU ST -7 C17 SCAE IiORZ 1 "=30' VERT1 -IC -- '° -- WW,l, 11 STORM SEWER PROFILE' ST -26 THRU ST -33 STORM YlulY�l -t�� PROFILE: ST -26 THRU ST -36 =1 C� C17 SCALEHORZI "- 30'VERrr =1o' �IS�oo� �n���rranrrumn� IFN T�STORM C 9 BMW PROFILE: ST -12 THRU ST -14 C CCAFEHoazl'�0'VERT.V -10' ® SCALE: HOHZ 1' =30 VERI V-10' QSTORM SEWER PROFILE: ST27 THRU S---31- %4TSTORM SEWER PROFLE ST -3 THRU ST -4 a s T3 STER PROFILE ST -21 f TTX17 SCALE: HORZ: I' =3P VERi I " =10' - (;1 / SCALE HORZ 1 " =30 VER1J " =10' �Z /SCALE: MIN HORZ. I " -30' VOi111 " =10' ®�e �n - a�sraw�aew�a( YuwvaYlwaaanss�� � wUo U+ou 1 +Ua +oo (-_ 9- STORM STER PROFILE ST -1 _IiiRU ST —T SCALE HCRZ 1° =50 VERT1 -To' STORM SEWER PROFILE: ST-30 THRU ST -26 C17 sCAte HORZ'. 1 "= 30'vERT:1' ='0` 590 5B5 5BO 575 565 560 555 545 L rsTSTORM l� SEWER a +so PROFILE: ST -18 THRU ST -7 C17 SCAE IiORZ 1 "=30' VERT1 -IC ST -3 ST -4 600 590 590 580 585 575 575 565 570 560 565 555 e ST 26 SL 36 l� o +co a +so IEll o +SC o +co s— � -- -- '° -- WW,l, 11 STORM SEWER PROFILE' ST -26 THRU ST -33 STORM YlulY�l -t�� PROFILE: ST -26 THRU ST -36 =1 C� C17 SCALEHORZI "- 30'VERrr =1o' �IS�oo� �n���rranrrumn� IFN T�STORM C 9 BMW PROFILE: ST -12 THRU ST -14 C CCAFEHoazl'�0'VERT.V -10' 600 590 590 580 585 575 575 565 570 560 565 555 e ST 26 SL 36 T 21 ST -34 590 590 580 580 F 585 565 575 560 570 575 565 570 560 565 560 550 555 545 l� o +co a +so IEll o +SC o +co s— � -- -- '° -- WW,l, 11 STORM SEWER PROFILE' ST -26 THRU ST -33 STORM SEWER PROFILE: ST -26 THRU ST -36 =1 C� C17 SCALEHORZI "- 30'VERrr =1o' IFN T�STORM C EVER PROFILE: ST -12 THRU ST -14 C CCAFEHoazl'�0'VERT.V -10' T 21 ST -34 590 590 580 580 F 585 565 575 560 570 575 565 570 560 565 560 550 555 545 575 570 575 565 570 560 555 fi60 550 555 5 550 o +oo o +so l� o +co a +so o +SC o +co s— � -- -- '° -- a +oo oaoo 11 STORM SEWER PROFILE' ST -26 THRU ST -33 STORM SEWER PROFILE: ST -26 THRU ST -36 =1 0+00 0 +50 +00 +50 C17 SCALEHORZI "- 30'VERrr =1o' IFN T�STORM C EVER PROFILE: ST -12 THRU ST -14 C CCAFEHoazl'�0'VERT.V -10' ® SCALE: HOHZ 1' =30 VERI V-10' QSTORM SEWER PROFILE: ST27 THRU S---31- %4TSTORM SEWER PROFLE 575 570 575 565 570 560 555 fi60 550 555 5 550 o +oo o +so l� o +co a +so o +SC o +co s— � -- -- '° -- a +oo oaoo 11 STORM SEWER PROFILE' ST -26 THRU ST -33 STORM SEWER PROFILE: ST -26 THRU ST -36 =1 0+00 0 +50 +00 +50 C17 SCALEHORZI "- 30'VERrr =1o' T�STORM C EVER PROFILE: ST -12 THRU ST -14 C CCAFEHoazl'�0'VERT.V -10' SCALE: HOHZ 1' =30 VERI V-10' QSTORM SEWER PROFILE: ST27 THRU S---31- %4TSTORM SEWER PROFLE ST -3 THRU ST -4 a s T3 STER PROFILE ST -21 THRU ST -34 TTX17 SCALE: HORZ: I' =3P VERi I " =10' - (;1 / SCALE HORZ 1 " =30 VER1J " =10' �Z /SCALE: HORZ. I " -30' VOi111 " =10' ( R r� V 00 _ Q 35 30 35 30 75 )0 O o i5 35 Lq 0 z Z g Z M W W 0 Q W Olu W D W E z 0 ce,e 03/13/14 seele NZA Sheet No. C17 OF23 File No. 12.014 Structure Inlet Length (fl) ST-I DI -3B 8 SEER 01 -3B 8 ELF DI -3B 6 SEA DI -3B 6 STE DI -3B 6 ST-6 DI -3C 4 ST -7 DI -3B 4 ST-8 DI -3B 4 ST -9 DI -313 4 ST -10 DI -2B 6 ST -11 DI -213 4 ST 12 DI 213 4 ST-13 DI 213 4 SEE 14 DI -3C 4 SET 16 DI-3C 10 ST 17 DI -3C 8 ST49 DI -3C 12 ST 27 DI -3C 4 SEE 28 DI -3C 4 ST-32 DI -313 8 (�JC�OEIFFLET LENGTHS Ct 8 NOT TO SCALE - - BMP N2 MoT1eTn eerm ®5I1 rz4 tC 6" PEreFDRA1E0 ISO prevent 0" ver the DBSFRVADON WELL WITT M111 '^to Top nt GO METAL GROUND SEDIMENT BARRIER FILTER FABRIC 6° FILTER GRAVEL (101' ONLY) 2 N(TYP;RLAP PD''i�1 PERPORNEO GNP / 3D 3MU i" VC PERFORATED CMP 575 530 565 560 555 550 5415 540 GRAINFIELD INV,573 0 1(1 WSE=S%2.20 CI AS cap 10-YID WSE=5J0]2 p START CRESTEE) WEIR IWFSIaaO 2 Y SAVE 568.24 O_ �- mil' �1 4" x C RECTANGULAR AGENT INA=s6530 9" N 6.5 RESNtlCULAR OR FOE IN Gfi6S41 REINFORCED Si PLATE 41BMP 4 #1 WEIR PLATE � ILV8 NOI ID SCALE 100 -YR WSE= 562.8LCZ PROCTER loc=563 0 �= TO CMP 10 Y ASE 559.99 n SHARP ORIENTED A Is INV,56010 2 -YR VISE 557.52 n REINFORCED P ATE HARP CREATED ARE X1,55760 '4" RECTANGULAR ORIFICEINV -555 GRANTED INV =552 0 BM 2 ii PLATE C18 NOT To SCALE -_ - -_ D +00 0',50 1 +00 1 +50 BMP $2 PROFILE 11C CCA ro FOR/ 1"-,50 SERI =10 100 ED WSE=E 10 -YO Al DRAT n 0 UP -573.0 NO CMP SHARP CRESTED GOR NV =5708a "-'OFETcl% I_V-56A0 RHNFORCE) STEEL PLATE DRAIINRELO Nb3630 BMP #1 SOLID WEIR PLATE NOT 1D SON L 10O-'4i WS- =tl6280 2 - DRANRELD HI .D 90 Sip 1 -YR Vii is, - ILARP CRESTS WER INV=560.10 REINDPCD sEEL—` - PLATE HX 563.0 DRAINnELD HUE -DA70 b18 EMP �2 SOLID WEIR PLATE 575 585 570 580 565 575 560 570 555 565 550 SW 545 555 540 550 GCSS LD 5 51 178 DA9 ACC 2 G s D.8 9 Al 1 of I 570 I 141 037 SCC M1 a.. OB 560 5:1 T� c25 S<c 2 c ses 555 i, 5, T 275 0.48 550 Z SECTOR hA P METHOD TREATMENT IN DROP INLETS PIE WIN OF OFFS em 11DONETWN"S En "PS° On A.A A. s 1 OF In CANNA OR A &TAT BMPNHOLES P µ METHOD OF TREATMENT IN STANDARD METHOD OF SJAPING MANHOLE &INLET INVERTS AS 575 530 565 560 555 550 5415 540 GRAINFIELD INV,573 0 1(1 WSE=S%2.20 CI AS cap 10-YID WSE=5J0]2 p START CRESTEE) WEIR IWFSIaaO 2 Y SAVE 568.24 O_ �- mil' �1 4" x C RECTANGULAR AGENT INA=s6530 9" N 6.5 RESNtlCULAR OR FOE IN Gfi6S41 REINFORCED Si PLATE 41BMP 4 #1 WEIR PLATE � ILV8 NOI ID SCALE 100 -YR WSE= 562.8LCZ PROCTER loc=563 0 �= TO CMP 10 Y ASE 559.99 n SHARP ORIENTED A Is INV,56010 2 -YR VISE 557.52 n REINFORCED P ATE HARP CREATED ARE X1,55760 '4" RECTANGULAR ORIFICEINV -555 GRANTED INV =552 0 BM 2 ii PLATE C18 NOT To SCALE -_ - -_ D +00 0',50 1 +00 1 +50 BMP $2 PROFILE 11C CCA ro FOR/ 1"-,50 SERI =10 100 ED WSE=E 10 -YO Al DRAT n 0 UP -573.0 NO CMP SHARP CRESTED GOR NV =5708a "-'OFETcl% I_V-56A0 RHNFORCE) STEEL PLATE DRAIINRELO Nb3630 BMP #1 SOLID WEIR PLATE NOT 1D SON L 10O-'4i WS- =tl6280 2 - DRANRELD HI .D 90 Sip 1 -YR Vii is, - ILARP CRESTS WER INV=560.10 REINDPCD sEEL—` - PLATE HX 563.0 DRAINnELD HUE -DA70 b18 EMP �2 SOLID WEIR PLATE 575 585 570 580 565 575 560 570 555 565 550 SW 545 555 540 550 560 BMP #2 555 Li 1) SCALE 1' =10 NOR CAN 580 e/ft 565 560 555 c- AORM S3WER PROFILE ST -18 TO ST -35 E 0 S OE 1 IT L w of w° ¢1 w` in A Z IT ly FF"T GU wu STIN M. SIIIMP UFO M/83 F _J W Q IH I 585 80 O I- L ch T�eH D Per ch Ae h cn " "M s ve 'o r veI ry� 1a —rr DeveN See 1 Gross 1.0 5 521 1 /tl 575 SCC 1A GCSS LD 5 51 178 DA9 ACC 2 G s D.8 9 5_l 1 of 034 570 565 141 037 SCC M1 G • OB 560 5:1 L I Z c25 S<c 2 c ses 555 Q 5, T 275 0.48 550 Z g a 3MP_ PROFI LE C18 scnLe noaz. 1 -50 vereT 1 ° =1o' _- - Z Z Ditch Sections Section I- L ch T�eH D Per ch Ae h cn " "M s ve 'o r veI ry� 1a —rr DeveN See 1 Gross 1.0 5 521 1 /tl 049 SCC 1A GCSS LD 5 51 178 DA9 ACC 2 G s D.8 9 5_l 1 of 034 4 51 141 037 SCC M1 G • OB 4 5:1 082 c25 S<c 2 c ses 1.0 s 5, T 275 0.48 W Pas Q Q 0 JM LU LU — r L W N m woo- < J 555 z O a DN9th I Sete IWr' -um — Imo_ -1m— N/1814 _ SeCle N/A Sht No z TYPICAL DI -CHI SECTION DETAIL �C18 OF23 31 8 Not To Scale Flo No_ 12.014