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HomeMy WebLinkAboutSDP199800010 Plan - Approved Minor Amendment 1998-08-17AND P.:D FENCE 40 A7 / A o 0252-5 J\ 02513- I-YPI( 44 (TYPICAL) I� - / / -- 3'o I �.•.i ,ja Cj � I B ..i I L � r\i :^S \�-`__ _ - ,� FIRS- =LOOK EL. 528.E 4a -- 46- -44- _-4; - 40 3a 02513 3,6 TYFI 40 _ 3a ' 2 motor I �s - 35/ xxxzl 512 5,4 " / 2 �-�,© J// NEW 2 A.C.S. A. 1 _D8 ;� 516 SANT- SEWER / I \ / o ALL AcLE YP)--__ 508 I .O. � E2r✓- 2-A I,' HG G'JR8 R,LMP � / �/ / / / ------------ ,� I � \ / - �_ -jam\ \ />`--- � ----1 � --_ /%` / /117 3 1 i� \ / - "-// ? / ILOdD'NG I DQE OFA =JP.:GE / - ' Pv�, DR-3� SANlT Y SEW=R LATE .AL (2� MI'J. 0� c:�12-8 I-�� A4 J 1`;E'A' TYPE K SCFT COP ER c.ERVCE LINE (VEFIFY -C'EING / / SIZE TO CCNSTRUCI 11 t�=t� A�IITARY �-��R+£� V CDf�C�FTE WALL STA 1 +4" .26 I �0252r;J]5 NE 8"- 90 EEE���. BENDIN d 8" x 6' /iV.J. REDUCER F E HYDRANT ASSEMBLY NEW 18' OF 8" C.I. W'A, R LINE / PLUG E VJ/ THRUST BLOCK I I � NEW WATER M ER (VERIFY LOADIf,;G SI%E PR'OG T CO�,STRUCTION) 0213-A / / STA NEW 8" M.J. TEE / 1 " OC / NEW 8" %M.J. GATE VALVE 1'19/ BOX (2) NEW 20' A.C.S.A.----'~' WATER EAS=MENT - NEW 8" D.I. VIER LINE CLASS 52 Pkv E EX. 16" D.I. 'NATER LINE AP-RO):. 3' OFF EP 516 STA 10+OC NEW 16" x 8" TAPPING SLEEVE Af : D VALVE 514 I 0 N E) EX. STORM y` / 522 520 51a 2' WADE CONCRETE CHANNEL 35 _ONS, 6' HIGHER / / / ,2 NC=R ' /" S -EEL PLATE -THt,N CRASS EWALE U 7' LONG 2.5' NIDE 8 WIDE x 36" DEEP SLIP RESISTANT SURFACE / I 502 Ex. Manhole +5 1 1 . 5 / / Top=50' .56 o GRASS Sl'JALE + ��. Inv. In=494.11 I i 1< A.3 � 2'6 S'_OP� � / � j � ,,� Inv. Out=49.3.81 IORETENTION \ -------�_� AREA / 4 �� a E R�. P I P E S � 1 I INV. OUT=512. D I J -' 25' x 40' 4= AT THIRD POINTS/ CRASS. f ', OCiEF as �- B� RMS' 60 OF 4 P'A'C STORM PIPE AT 4.77% SLOPE DI3CHARGE INTO/ T 5i 1 . 0 � +�� 1 1 . 5 ' � \ SEE DETAIL 0;7 ---THE GFASE SWALE / 51 +11 STRUCTURE A2 '� ,== \3 RM' + ON SHEET C2 �-- _511.5 I 10 - 4SO_ID PE PIPE \ SLOPE '_% 1\1IN. TO DAYLIGHT \\ \ Ex. 3ross Channel Ex. 15" RCP 530 W ENTRANCE 52 a ISH =1c�hbi � approx. 9.5" deep O o to 1 side slopes RECONSTRUCT CHANNEL T HA VE 18" .MIN. DEPTH FROM Al Q NLE- OF EXIST NG RIPE \ Al \ \� 50(0 510 508 512 F� PHkSE R STORM, SEWER AND 7\\WATIER P [ kNS SCALE: 1 "=20' / A PERI+ANENT DRC. NAGE- E.ASEIAENT (25' x 40') SHALL BE PROVIDED AROLND THE EMP, INCLUDING A 20' ACCESS EASEMENT TO THE PFOPERTY LIN TENPOFARY 1" WATER TAP F, METEP TC BE USED FOR THE WASHRACK - Ex. Elliptical RCP Pipe 45" span x 29" rse Inv. In=496.21 (headwall) 4�B Inv. Out=492.76 5©0 502 • C> 724 S26 NOTE: SINAL GRADES TO BE ADJUSTED IN Tal= FIELD AS REQ D TO PRCVIDE R_=QJIRED 200' 6:TE LINES RELOCATE EX. 4' x 2.5' GRATE ADD NEW STRJCTURE OVER ' EXISTING STORM PIPE EX.ISTIN3 LIGHT POLES TO REI"'AIN (TYPICAL) - Ex. 4' x 2.5' Grate Top=529.42 Inv. Out=526.10 EDGE Ofi EXI5TING PAVE1'SNT Ex. 4' x 2.5' Grate (REPLACE WITH FRAME & COVER) Top=529.82 EX.) �\ NEW F & C FLUSH WITH SURFACE Irv. Ir=523.92 nv. Out=523.12 EXISTING LIGHT POLE TO BE REMCVED A8 NEW STRUCTJRE OVER EXISTING LINE T�TIRC-IN I A LAND rFRUST TRIP 7 8 - 5 5A�:) ZoiN ED PRD Com-"ERICAL 0FFIC ARCHITECTS 1001 EAS` MARKET ST, SUPE 200 CHARLOTTESVILLE, VA 2c902 804/971-8848 FAX/296-3740 BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAN) PLA'NIN'G 105 WEST HIGH S'REET CHA2LOTTESVILLE, VA. 22302 TEL: (804) 293-3644 FAX: (8)4) 295-204' EXPANSION 6" D=EP-� GRASS BERM Ex. Headwa'! Inv. Ou:=492.83 GRASS DITCH-----' GRASS OPENI(JG _. �lTESTI�II� ►J1 I 'ER TO BMP, 4 CPrNINGS - �, a fi o CANTERBURY -OF cq c4j� W u THE BI,VERIDGE NEW TREES 6 SHRUES T SEE LANDSCAPE PLAN IN ASSOCIATION E WITH MARTHA m -A EX. RIF -.RAS CHANNEL �, !'�� �. m J E I� F E R S 0 N - '���/ ! ,X HOSPITAL NEW GROUND CO`/ER - ��✓. �j i/� SEE LANDSCAPE PLAI`1 /X'\y, - 3" OF SHREDDED T.M. Parcel 78-55A HARDWOOD MULCH 4g6 GRASS DITCH �r ' ,�� Aibemorle County, Va. BIR I[\IKM,AN "T5 11 . 0 \ \ MMAGEMENT AND DPELOPMENT CO. 6' HIGH I I i _ 6' HIGH M I N I M U M I , ( I ( I ( + I ;-� ( ( ( -� GRASS BERM PROJECT MANAGER GRASSBI I Queen Charloae Square -WR SEE DETAIL 21C East High Street jw w r • • « r • • All • • w r • w • • r • w • « w w ABOVE • r_ r r r r r • ► r r r • 'w • r r • w� • « • 2� Charlottesville, Va. 22902 X75 STCNE BED, 6-8" DEEP PLANTING BED -TWO 4" PERFORATED WRAPPED WITH FILTER =ABPIC 3 ' .DEEPAUG 1 4 19`18 PE PIPE U"ODER 50% SAND (0.02-0.04") 20% LEAF MULCH 3IORETENTIOi"� AREA SLOPE L SLOPE 1% MIN. 30%; TGPSOILlvJ`� BI0REr�, NTI0N AREA pR-V. UC3ur-I 4:514 'e'i (�..`� \ R- V. �UCz 1©, 1998 S E C T 10 ' V I E W REV. UNEULY 0 1998 REV. JUNE 3m, 1998 REV. JUNE 22, 1998 1. THE 25' x 40' BIORETENTION AREA IS INTENDED TO BE FLAT AND CAPABLE TO PONDING 6" OF STORM WATER. 2. THE WATER ENTERING THE BIORETENTIO'N AREA SHALL BE LEVEL WITH THE INTENTION TO SPREAD THE WATER EVENLY OVER, THE 25' WIDTH. 3. THE MULCH SHALL BE AGED BETWEEN 6 AND 12 MONTHS. 4, THE PLANTING SOIL SHALL BE PLACED IN 18" OR GREATER LIFTS AND LIGHTLY COMPACTED. 5. SEE THE LANDSCAPE PLAN FOR GROUND COVER, SHRUB, AND TREE SPECIES AS WELL AS PLACEMENT AND INSTALLATION SPECIFICATIONS. 6. THE BMP FACILITY" IS TO BE PROTECTED FROM SILTATION AND EROSION DURING ALL STAGES OF CONSTRUCTION. DRAINAGE STRUCTURES STRUCTURE 1`10. TYPE LENGTH T02) ELEV. INV. ELEV. SLCPE Al OUTLET, =S-1 _ - 501.0 - Al TO MH1 24" RCP L6' - - 1.007. MH1 MANHO-E MH -1 - 508.52 505.4 ('N 5C 1.72 (OUT,' - MH 1 TO A2 24" RCP 66.37' A2 DI__3B, L=6' - 524.5 515.36 (OUT 24 RCP) 14.86 (OUT 4" 'V'C) 514.36 (SUMF) A2 TO A3 24" PE 47.84' - - 2.03% A3 DI -3A - 525.33 519.92 - A3 TO4 �4" PE 54.09' - - 2.00% A4 DI -313, L=6' - 526.0 521.00 - A4 TO =5 18" P= 101.0 1 ' - - 8.61 A.5 DI -3a - 538.0 529.70 - A5 TO 46 8" P= 175.00' - - 2.CC a A6 DI -3A - 540.0 533.20 - A6 TO A7 8" PE 4C.00' - - A7 DI -3A - 540.0 534.0 - A9 DI -313, L=6' - 532.0 527.5 - A4 TO A8 S" P= 66.84' - - 5.24% A8 DI --3B, I_=6' - 529.0 524.0 (NEW) 519.33 (EX. OUT) - ARCHITECTS 1001 EAS` MARKET ST, SUPE 200 CHARLOTTESVILLE, VA 2c902 804/971-8848 FAX/296-3740 BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAN) PLA'NIN'G 105 WEST HIGH S'REET CHA2LOTTESVILLE, VA. 22302 TEL: (804) 293-3644 FAX: (8)4) 295-204' EXPANSION 6" D=EP-� GRASS BERM Ex. Headwa'! Inv. Ou:=492.83 GRASS DITCH-----' GRASS OPENI(JG _. �lTESTI�II� ►J1 I 'ER TO BMP, 4 CPrNINGS - �, a fi o CANTERBURY -OF cq c4j� W u THE BI,VERIDGE NEW TREES 6 SHRUES T SEE LANDSCAPE PLAN IN ASSOCIATION E WITH MARTHA m -A EX. RIF -.RAS CHANNEL �, !'�� �. m J E I� F E R S 0 N - '���/ ! ,X HOSPITAL NEW GROUND CO`/ER - ��✓. �j i/� SEE LANDSCAPE PLAI`1 /X'\y, - 3" OF SHREDDED T.M. Parcel 78-55A HARDWOOD MULCH 4g6 GRASS DITCH �r ' ,�� Aibemorle County, Va. BIR I[\IKM,AN "T5 11 . 0 \ \ MMAGEMENT AND DPELOPMENT CO. 6' HIGH I I i _ 6' HIGH M I N I M U M I , ( I ( I ( + I ;-� ( ( ( -� GRASS BERM PROJECT MANAGER GRASSBI I Queen Charloae Square -WR SEE DETAIL 21C East High Street jw w r • • « r • • All • • w r • w • • r • w • « w w ABOVE • r_ r r r r r • ► r r r • 'w • r r • w� • « • 2� Charlottesville, Va. 22902 X75 STCNE BED, 6-8" DEEP PLANTING BED -TWO 4" PERFORATED WRAPPED WITH FILTER =ABPIC 3 ' .DEEPAUG 1 4 19`18 PE PIPE U"ODER 50% SAND (0.02-0.04") 20% LEAF MULCH 3IORETENTIOi"� AREA SLOPE L SLOPE 1% MIN. 30%; TGPSOILlvJ`� BI0REr�, NTI0N AREA pR-V. UC3ur-I 4:514 'e'i (�..`� \ R- V. �UCz 1©, 1998 S E C T 10 ' V I E W REV. UNEULY 0 1998 REV. JUNE 3m, 1998 REV. JUNE 22, 1998 1. THE 25' x 40' BIORETENTION AREA IS INTENDED TO BE FLAT AND CAPABLE TO PONDING 6" OF STORM WATER. 2. THE WATER ENTERING THE BIORETENTIO'N AREA SHALL BE LEVEL WITH THE INTENTION TO SPREAD THE WATER EVENLY OVER, THE 25' WIDTH. 3. THE MULCH SHALL BE AGED BETWEEN 6 AND 12 MONTHS. 4, THE PLANTING SOIL SHALL BE PLACED IN 18" OR GREATER LIFTS AND LIGHTLY COMPACTED. 5. SEE THE LANDSCAPE PLAN FOR GROUND COVER, SHRUB, AND TREE SPECIES AS WELL AS PLACEMENT AND INSTALLATION SPECIFICATIONS. 6. THE BMP FACILITY" IS TO BE PROTECTED FROM SILTATION AND EROSION DURING ALL STAGES OF CONSTRUCTION. STRI-CTURE Al STRUC-URE VI -1 OUTLET VH ES -1,1A -SCP=508.52 INV. = 501 .5 IN`/.OUT=501 .7Z INV.Ir1=505.4 540 535 5:50 525 5'5 5'0 505 500 495 D -t TUY FIE['_ 490.00 O O Lf i 'C STRUCTURE A2 STRUCTURE A3 DI -34 DI -3A, TOP=524.5 TOP=525.33 W.IN=518.96 NV. =-519.92 INV.OUT=515.36 (24" RCP) INV.CUT=514.86 (4" PCV TO BMF) Ir,.V =51 4 . F ('�[ IMP', STRUCTURE A4 DI -313, L=6' TOP=526.0 INV.=521.00 STRUCTURE .45 DI -3A. TOP=538.00 INV.=529.70 STRUCTURE A6 DI -3.A TOP=540.00 INV.=533.20 STRUCTURE A7 D'- 3A. TOP=539.00 INV.= 534.00 EX SiI�.G GRADE -1 L- FROPOSFD Gk;ADE 530 525 520 EXIS:TINC CRASS CH/ANEL -- 515 510 Ex. 16" DI WATER LINE - DEPTH Uf,KNCW% 505 DATUM EIXV 500.00 L(t N STORNM SEWER PROFILE STA 1' +411.26 INEW 8" TEE WITH G.'✓.'S � [-.H.A. � 3' VIN. COIJER OVER CENTERLIfdE OF PI -DE -� -I PROPOSED GRADE I / -- �- EXISTINS GRA. L- NEV, E" W4TER �)IFIE i�--- " DI. CLASS 52 122 1/2 DEG. 8" 1)IJ BEND ROT/.TE aS NECESSARY JSE MEGA -LUG'S APED THRUST ELO OR AFPROVED E(�LIAL <ING PRCPOSED GRADE --�- USE NOM.A�O -HERMA-CELL 1/2" NICK INSULATIOf+ IF LESS THAN 3 F --ET 07 COV[ -R IS PRESENT NEN 1+3" x 8" TAP-OING SLGUEVE WID VALVE _,� I L i 0c N CO '- L2 I O -t 0;' V 7� LD C111 40.00' 0= 18" PE STORY PIPE 2.00%SLOPE AT EXISTING GRADE 1,75.00' OF ' 8" DE STORM PIPE AT 2.00%SLOPE 101.01' OF 18" PE STORY f'if'E -aT E.61:'SLCPE -CRN' L-54.09' O�- 24" PE S PIPE / - 47.84' OF 24" PE S`ORV PIPE f+T 2.007, SLOE AT 2.00% SLOPE i " - 4 PVC TO B�1P ' B' SUMP 66.3-7' 0= 24" KP STORM FIFE NOTE: INV -RT ELEVATIONS ARE DESIGNED AT THE CENTERLINE OF THE STRUCTURE AT 1 5.00 °SLOPE �- 26' OF 24" P,CD STORK' PIPE i AT 1.00%SLOPE I 4 - i I I Ln O 00 O 00 N 00 a) Ln r^, Ln Ln N N Ln - 00 N N N N N N0j -) -) d � d0 r O � C6 n n Lf) Ln Ln Ln Ln n Ln Ln -n d) u7 L7 Ln Lr n Ln Ln Ln t -o FOG 1 1 +OC 12+00 13 -CO 14+00 15+00 EX SiI�.G GRADE -1 L- FROPOSFD Gk;ADE 530 525 520 EXIS:TINC CRASS CH/ANEL -- 515 510 Ex. 16" DI WATER LINE - DEPTH Uf,KNCW% 505 DATUM EIXV 500.00 L(t N STORNM SEWER PROFILE STA 1' +411.26 INEW 8" TEE WITH G.'✓.'S � [-.H.A. 10+OG 11+00 EX S711,13 GRADESI I PRC;'CSED GRADES WATER LINE PROFILI -Plld" F, R C�T� } vA 2) `T 1 ' SCALE: 1 "=20' I 950% C0`,1FACTI ON ;N E LL AREAS )E 12-00 540 -535 530 525 520 515 510 505 500 495 HITECTS 1001 EAST MARKET ST., SUPE 200 CHARLOTTESVILLE, VA 22902 804/971-8828 F(•1X/296-3040 BPIB P. SMITH, PE CIVIL ENGINIERING, INC. GOLF CORSE DESIGN SITE DESIGN - LAN) PLANNING 105 WEST HIGH STREET CHARLOTTESVILLE, VA. 22902 TEL: (804) 293-3644 FAX: (804) 296-204' �!'ESTMINS`I'FR CANTERBURY OF THE BLUERIDGE IN ASSOCIATION ti1'ITH MARTHA JEFFERSON HOSPITAL T.M. Pdreel 78-55A Albemarle County, Va. 3"INKMA.N MANAGEYENT AND DEELOPvIENT CO. PROJECT MANAGER Queen Chorio:te Square 21 C East High Street Charlottesville, Va. 22902 R= V. AUCs 14, 1995 REV. AUCs 10, 'Sea REV. JUNE 29, 1995 REV. JUNE 22, 1955 t - 14'r 12, ]Sea 2 2 OF 5 5NEETS 3' VIN. COIJER OVER CENTERLIfdE OF PI -DE -� -I PROPOSED GRADE / -- �- EXISTINS GRA. L- NEV, E" W4TER �)IFIE i�--- " DI. CLASS 52 122 1/2 DEG. 8" 1)IJ BEND ROT/.TE aS NECESSARY JSE MEGA -LUG'S APED THRUST ELO OR AFPROVED E(�LIAL <ING I USE NOM.A�O -HERMA-CELL 1/2" NICK INSULATIOf+ IF LESS THAN 3 F --ET 07 COV[ -R IS PRESENT NEN 1+3" x 8" TAP-OING SLGUEVE WID VALVE i I L i 0c N CO '- L2 I O -t 0;' V 7� LD C111 C\ 10+OG 11+00 EX S711,13 GRADESI I PRC;'CSED GRADES WATER LINE PROFILI -Plld" F, R C�T� } vA 2) `T 1 ' SCALE: 1 "=20' I 950% C0`,1FACTI ON ;N E LL AREAS )E 12-00 540 -535 530 525 520 515 510 505 500 495 HITECTS 1001 EAST MARKET ST., SUPE 200 CHARLOTTESVILLE, VA 22902 804/971-8828 F(•1X/296-3040 BPIB P. SMITH, PE CIVIL ENGINIERING, INC. GOLF CORSE DESIGN SITE DESIGN - LAN) PLANNING 105 WEST HIGH STREET CHARLOTTESVILLE, VA. 22902 TEL: (804) 293-3644 FAX: (804) 296-204' �!'ESTMINS`I'FR CANTERBURY OF THE BLUERIDGE IN ASSOCIATION ti1'ITH MARTHA JEFFERSON HOSPITAL T.M. Pdreel 78-55A Albemarle County, Va. 3"INKMA.N MANAGEYENT AND DEELOPvIENT CO. PROJECT MANAGER Queen Chorio:te Square 21 C East High Street Charlottesville, Va. 22902 R= V. AUCs 14, 1995 REV. AUCs 10, 'Sea REV. JUNE 29, 1995 REV. JUNE 22, 1955 t - 14'r 12, ]Sea 2 2 OF 5 5NEETS