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Home My WebLink AboutSDP199000035 Plan - Approved Final Site Plan and Comps. 1990-04-23Ft ,- r, TT" . ' ' 70' LT r IN L t'� 1�1L IN I C+-....-_ T V.— Ty- 1--1.1 - - jL, U utilities; 'noviever., sluct-1 n -i, -,,T e:li-t that are rL0t shovTrt, The L co -,ti -actor -,hA.11 e,ercise care irL this G`VOrk 0 a.s to to arq utilffieso, P"41-ty -111all be Q -1e. ccmlrii.ctor,t, The COI_Ltl_iCtCll_ sIlzi.il TLOtiflj ail Ufflitl, cofflprfflleS hours, prior to con"truction. S TN P 1-,A i t i I i t-yT I'11-1-11tace Col J il. -h-all .1 rL U S 1_1-3 q1.11 L11 ti.ort� ircirl-lediateli to flf-le_ de. -k, Ler, 'el uired* for this v-,Ork 3, The. contractor 1 -hall obtain dl Iriel-rclits, i 2.1111 pai7 all as,,_-oci.ated fee-,, 4. Tl -le contractor slha.11 ernnlo-v erolsiiorl Control de-�Tices- F methods a.S Yetquired to rrleet the irite-1-11 of the. Co) -u -It! of E3_C:iSj0r1 C01_Lt1_01 01_d11_Lz1JACe, 1-40 1311_1d.11 be- le -ft ri 1. dertuded for rnore that '* (2) calend-al-da-iis 5. corltractor-Jo Cle'arl up arttj restore d,is stuibeii irnrnediatelv UpOr[ Cori-, Fil etiol-L of fil-L;3.1 ill 'the affected area., to be. confirted to the pro.ject area Urde-o-1 Othenvi'-e irLljiCa.telj, O-V,111e;r shall L)IDtalirt any off -lite &a.Serflentl required, `11 Ilii rlla.terid ,I-lall 'Cie je S c0rl"11-1�i' cle.d to 01 11_IeOrellc.�A HO, -`19 1%-Iethod I-L-it,T j7, Cle. t e I j -c e. t t t i rn i r -n ni- u re v.y i t h i r[ nlul- or ri-linu, Fie,nta poii - of op r fc) r the fi-ill t�vidlth of fill Sectiol-1, 416,6"=chi-t�,Ied "nuare atop brick 8, Daturi-i Reference; US TA, la I 1 9. t North -side of entnar-,cc to BraX-Lc1hh1nd1-1 ll C -Itol.lr irlitil-17j'.�d= 121 ft. o 1 - T F''O. Box 711-IP"111 Ch-arlotte-ville., V 22906 Al 111 site �rlzr.d i rt. a rt d restori.tiort h;� I lll Ibe. in .�!-cla Cord _ . I _rtcle Traitli these plarts unlen_,S modified bV tl-je. Pj_0jeCt dU_e tO Situ- zifiOYLZ3 erLCOuntered iri the fiell:i. the 2� T it 11 dirnert,-iort-... ele,,7atiorts �X[d 10C !.ti�OILS s,hall be. T, erifie. -d i field 'rork- Ijithecorit, sli to 3, Steveri L. Key, IrLc, hal- co,101i c- I 'i A -icIt. d nc _idies dc:, r, Couc-1the Presence Of arj)l T 1-1;Zi jrj o 0jjL_,-t-_3_jCe- Oft tj_ji- - r1ro1:1_r--iti,T and asSume,' rto re-1rjorL,,iL-,jiljtT CSI"li;3bijit,�l re.-j_jltjj_L�1 1 11 1 1 "I tiorri IlioIliopresoerice 0 1-1 a. 1707 'S 1.1 CI -1 1 '14, 1-111 drop inlets shall a LrT a Virr, rLia licel-Iej TL or FI.F --NI-Lce of lite Cer-tific-ateCif 0 C C 11 Fl,7. rL 07T M wlji�R� O'WNEFVDEVELOFER: BranchLT)ds'ffist I & 11 Thzl,cc-� Wvdd 1 ii, Langmwi 11.0, B(ox 7060 Charlottesville, VA - 22906 LEGALREF,t TM 612, SECT 3; PARC,, 4/5 ZONING: P;t It BOUNDARY INFORMATION; FRELIIWIINARY; STEVEN L, KEY, INC (SEE BELCI6� , TOPOGRAPHIC SURVEY: GLOEC]KNER, LINCOU10 SBORNE EXISTING USE : UNIMPWVED PROPOSED USE: SINGLIE FAMILY CLUSTE I (SALE UNITS) PROPOSED COVERAGES: DENSITY 14,8 DQJ/1 AC, BUILDING AREA ± 29,9601 S,F,= 37.6% PAVED AREA ± 231,6001 S,F,= 29.6% OPEN SPACE: +26079_S.F. = 32.8 lo TOTAL 79.,639 31,=1007o PARKING: F,EQ'D,: 01: 27 UNIITS X 1,6j SPVITJI%TIT= 12 SFACE53 PROPOSED: 91 X20` ('TYPICAL) (44 SPACES) 131 X20" (HANDICAP) (4 SPACES) BUILDING: SINGLE7 FAMILY ATTACHED (E LD E RJ:Y/ RE TMEMENT-) NOTE; BOUNDARY INFORMATION IYIAY CHADYGE AS ADJACENT PHASE BOUNDARIES ARE FINAL.IZED, BRQ�ICH�Q�DS W PHASE 111B SECTION FINAL SITE STEVEN I# 'KEY, INC. i Land Surveyors�nd Lund Planners 325 west main street p.o. box 1346 charlottesville, va. 22901 ph, (804) 971-8339 fox (804) 295-3789 I 102 north main street p.o. box 1264 culpeper, va. 22701 ph. (703) 825-1369 fax (703) 825-1520 ALBEMARLE CO. SERVICE AUTHORITY. DEPT. OF ENGINEERING DEPT. OF IPLANNING & COMMUNITY DEVELOPMENT 21:10-owsaw:0 VA. DEPT. OF HEALTH VA. DEPT. OF TRANSPORTATION APPROVALS LEGEND APR N-" -')NG Di"VISION NOT FOR CONSTRUCTIOA� (3 -4 --FIRE HYDRANT III INISH GRADE 3 FT. TYP AILVE 1 WATER B0)X 3 FT. TYP, MAIN F LVE ll �i/2 CU. YD. 3J4` ALL -THREAD GALVANIZED CONTRACTOR VDOT No. 57 IROD ('EACH SIDE) TO INSURE STONE. CONCRETE VALVE THAT WEEPS CRADLE ARE OPERABLE. ANCHOR BLOICK /IN NO CASE SHALL (SEE SCHEDULE FOR HYDRANT BE RODDED QUANTITIES & DIMENSIONS) TO TREE TYPICAL . FIRE HYDRA"T CONNECTION (nts) 3/4"PRESSURE TREATED PLYWOOD VE ,BOX WATER MAIN 20 -'+BEYOND GATE THRU VALVE (TO ACCO BLOCK ODATE EXPANS ) PROFILE VIEW UNDISTURBED SOIL, L 45 Min. 45 Max B CONC. zl . . . . . . . . . . . . . . . . . . . . . CONC T __P/4" ALL -THREAD ROD (EACH SIDE) PLUG UNDISTURBED SOIL F7�7777/7_ /4" PRESSURE TREATED PLYWOOD 2 FT. UNDISTURBE SOD T T 6' Min. '45 i. 15 lb) . BUILDERS FELT OR EQUIV H -":: H 'CONC. CONC. 'TATER LINE ------------ --- ....... .... SECTION A—A *zFINISH GRADE �// / 7 r . 1A METER ASSEMBLY THREADED END' 2? PVC (FROM PLUG) FOR COUPLING TO STANDARD FIRE HOSE. -- - --- A Ar3/8" WEEP HOLE A A A ETER BOX (OR EQUIVALENT) BLOW --OFF ASSEMBLY (TYP-) (NTS) Ilm 3 FT. CAREFULLY COMPACTED BACKFILL 6" WIDTH O.D. I FT. STONE AGGREGATE FOR PVC PIPING TO BE ROCK DUST ............. APPROVED EQUAL. SAND, PEA GRAVELOR , .......... ;EDDING DETAIL (CLASS "B") (NITS) THRUST BLOCK SCHEDULE WATER MAtN PLUGGED PERMANENITLY (NITS) 2 6 A� 3-1/2 1i-_____ 35-3/4` WIDTH 0. D. 3 FT. 511 r :5" 3000 PSI CONCRETE 0 ........... . . . . . . . . . . BEDDING DETAIL (CONCRETE ENCASED) (NTS) TYPICAL PAVEMENT DETAIL (N.T.S.) 1.5" - S-5 6" V.D.O.T. *21 OR 21A L) 4 -> LS 4 4 ZI NEENAH R-1723 MANHOLE COVER FOR RIGHTS-OF-WAY AREAS O.A.E. STANDARD MANHOLE COVER FOR RIGHTS—OF—WAY DET/AILS B R A INIC H L A 11\41 D S PHASE 111-13 SECTION B NOTE., INSTALLATIONS DETAILED BELOW SHALL BE I.AX ALL FEDERAL, STATE, 8 LOCAL DIRECTI]VES, IN SUCH CASE AS THESE PLANS CONFLICT WITH SAID REGULATIONS, SAID REGULATIONS SHALL GOVERN. O.D. 3 FT. CAREFULLY COMPACTED CRUSHER RUN STONE AGGREGATE FOR PVC PIPING NO. 26 TO BE ROCK DUST, .......... SAND, PEA GRAVEL, OR 6 ................ --- ---- ------- - .......... APPROVED EQUAL. TYPICAL PARKING DETAIL (N.T.S.) 18, 9' 51 8 1 TRAFFIC BEARING FINISH GRADE MANHOLE FRAME AND COVER A 12 MAX 16" MAX. 2'-8 CONE JOINTS TO BE SEALED WITH GASKET 4'0" ID 1/2 DIA. 12" MIN. VARIABLE OUTFALL PIPE - 2 MAX -70P OF GROUTED BENCHWALL A A A A A )l A A A�A AAA EQUAL ELEV. TO TOP OF A A A A^A�: A A A A A A A ^ A A d .'- A�� AAA.A A AAA A^A,-.--,- :.::'A^A A AAA A A PIPE. :,.A A A A A A A A A A 6" CONCRETE 6 AGG. BEDDING BASE NOTES: 1. PRECAST MANHOLES SHALL CONFORM TO ASTM DESIG. C-478. 2. ALL JOINTS AND LIFT HOLES TO BE PARGED INSIDE AND OUT. 3. FLAT TOP CASTING MAY BE ON SHALLOW MANHOLE INSTALLATIONS. ALBEMARLE CO. VIRGINIA Steven L.. Key, Inc. 325 west main street 102 north main street p.o. box 1346 ZAA9 SUPVEYOPS 14ND LAND P/_ANIVERS p.o. box 1264 charlottesville, va. 22902 culpeper va. 22902 ph. (804) 971-8339 ph. (703) 825-1369 fax (804)295-3789 fax (703) 825-1520 REVISIONS FEB 23 90 1 PER INTERNAL REVIEW DATE: 20 APRIL 90 SCALE- NONE -1--ID'D VALUE"` LINE SILL DESCRIPTION L( F 1.) II(FI.) [0-1.) YOI-,(CY) 5 OF 5 JOB NO.- PPLUG TAPPED FOR 2" VALVE BOX P)VC DRAIN 8 in. VALVES; TEES; PLUGS 6 57 4 1.78 0.3 3 in, 90' BEND 4.2 3;%� 1 0.5 Ll 8 in. 11,7' R'I,)D L ) .21 2'.14 1. el 0-711 6 in. ',IALVE5; TEES; PLUGjS 2.69 1 79 1 1 (D 6 in. PO' BEHD j 1 2.10 1 0.3C' 6 in. �5' B E H D 1.2ii 0.17, in. 'iAl_�'ES; TEES; PLU035 1.80 1 0.90 0.1(1) 9 in. 90, BEND 2. 1 1 1.91 1.06 0. 1 3 n. 115' BEND 1 66 1 1 0.08 2 in. YALY ES; TEES; P L 033 ],�l 1 0 0,70 0.06 2 in. 00' BEND 1.57 1 7 2 in. IS' BEND 122 cl.:? 1 6 1 0.0.1 WATER MAtN PLUGGED PERMANENITLY (NITS) 2 6 A� 3-1/2 1i-_____ 35-3/4` WIDTH 0. D. 3 FT. 511 r :5" 3000 PSI CONCRETE 0 ........... . . . . . . . . . . BEDDING DETAIL (CONCRETE ENCASED) (NTS) TYPICAL PAVEMENT DETAIL (N.T.S.) 1.5" - S-5 6" V.D.O.T. *21 OR 21A L) 4 -> LS 4 4 ZI NEENAH R-1723 MANHOLE COVER FOR RIGHTS-OF-WAY AREAS O.A.E. STANDARD MANHOLE COVER FOR RIGHTS—OF—WAY DET/AILS B R A INIC H L A 11\41 D S PHASE 111-13 SECTION B NOTE., INSTALLATIONS DETAILED BELOW SHALL BE I.AX ALL FEDERAL, STATE, 8 LOCAL DIRECTI]VES, IN SUCH CASE AS THESE PLANS CONFLICT WITH SAID REGULATIONS, SAID REGULATIONS SHALL GOVERN. O.D. 3 FT. CAREFULLY COMPACTED CRUSHER RUN STONE AGGREGATE FOR PVC PIPING NO. 26 TO BE ROCK DUST, .......... SAND, PEA GRAVEL, OR 6 ................ --- ---- ------- - .......... APPROVED EQUAL. TYPICAL PARKING DETAIL (N.T.S.) 18, 9' 51 8 1 TRAFFIC BEARING FINISH GRADE MANHOLE FRAME AND COVER A 12 MAX 16" MAX. 2'-8 CONE JOINTS TO BE SEALED WITH GASKET 4'0" ID 1/2 DIA. 12" MIN. VARIABLE OUTFALL PIPE - 2 MAX -70P OF GROUTED BENCHWALL A A A A A )l A A A�A AAA EQUAL ELEV. TO TOP OF A A A A^A�: A A A A A A A ^ A A d .'- A�� AAA.A A AAA A^A,-.--,- :.::'A^A A AAA A A PIPE. :,.A A A A A A A A A A 6" CONCRETE 6 AGG. BEDDING BASE NOTES: 1. PRECAST MANHOLES SHALL CONFORM TO ASTM DESIG. C-478. 2. ALL JOINTS AND LIFT HOLES TO BE PARGED INSIDE AND OUT. 3. FLAT TOP CASTING MAY BE ON SHALLOW MANHOLE INSTALLATIONS. ALBEMARLE CO. VIRGINIA Steven L.. Key, Inc. 325 west main street 102 north main street p.o. box 1346 ZAA9 SUPVEYOPS 14ND LAND P/_ANIVERS p.o. box 1264 charlottesville, va. 22902 culpeper va. 22902 ph. (804) 971-8339 ph. (703) 825-1369 fax (804)295-3789 fax (703) 825-1520 REVISIONS FEB 23 90 1 PER INTERNAL REVIEW DATE: 20 APRIL 90 SCALE- NONE DESIGN- J.L. TAGGART DRAWN: J.L. TAGGART CHECKED- TEAM PLAN VIEW 5 OF 5 JOB NO.- PPLUG TAPPED FOR 2" VALVE BOX P)VC DRAIN 4" SCHED. 35 PVC 4 CASING (VAR. LENGTH) WATER MAIN PLACED AGAINST PLUG. 2" SCHED. 40 PVC DRAIN GATE VALVE. (TO DAYLIGHT OR TURN UP THRUST BLOCK: POURED METER BOX; OVER 4" ENCASEMENTTO SEE DETAIL) i FT. SEPARATION FROM PLUG) PIROFILE VIEW WATER MAtN PLUGGED PERMANENITLY (NITS) 2 6 A� 3-1/2 1i-_____ 35-3/4` WIDTH 0. D. 3 FT. 511 r :5" 3000 PSI CONCRETE 0 ........... . . . . . . . . . . BEDDING DETAIL (CONCRETE ENCASED) (NTS) TYPICAL PAVEMENT DETAIL (N.T.S.) 1.5" - S-5 6" V.D.O.T. *21 OR 21A L) 4 -> LS 4 4 ZI NEENAH R-1723 MANHOLE COVER FOR RIGHTS-OF-WAY AREAS O.A.E. STANDARD MANHOLE COVER FOR RIGHTS—OF—WAY DET/AILS B R A INIC H L A 11\41 D S PHASE 111-13 SECTION B NOTE., INSTALLATIONS DETAILED BELOW SHALL BE I.AX ALL FEDERAL, STATE, 8 LOCAL DIRECTI]VES, IN SUCH CASE AS THESE PLANS CONFLICT WITH SAID REGULATIONS, SAID REGULATIONS SHALL GOVERN. O.D. 3 FT. CAREFULLY COMPACTED CRUSHER RUN STONE AGGREGATE FOR PVC PIPING NO. 26 TO BE ROCK DUST, .......... SAND, PEA GRAVEL, OR 6 ................ --- ---- ------- - .......... APPROVED EQUAL. TYPICAL PARKING DETAIL (N.T.S.) 18, 9' 51 8 1 TRAFFIC BEARING FINISH GRADE MANHOLE FRAME AND COVER A 12 MAX 16" MAX. 2'-8 CONE JOINTS TO BE SEALED WITH GASKET 4'0" ID 1/2 DIA. 12" MIN. VARIABLE OUTFALL PIPE - 2 MAX -70P OF GROUTED BENCHWALL A A A A A )l A A A�A AAA EQUAL ELEV. TO TOP OF A A A A^A�: A A A A A A A ^ A A d .'- A�� AAA.A A AAA A^A,-.--,- :.::'A^A A AAA A A PIPE. :,.A A A A A A A A A A 6" CONCRETE 6 AGG. BEDDING BASE NOTES: 1. PRECAST MANHOLES SHALL CONFORM TO ASTM DESIG. C-478. 2. ALL JOINTS AND LIFT HOLES TO BE PARGED INSIDE AND OUT. 3. FLAT TOP CASTING MAY BE ON SHALLOW MANHOLE INSTALLATIONS. ALBEMARLE CO. VIRGINIA Steven L.. Key, Inc. 325 west main street 102 north main street p.o. box 1346 ZAA9 SUPVEYOPS 14ND LAND P/_ANIVERS p.o. box 1264 charlottesville, va. 22902 culpeper va. 22902 ph. (804) 971-8339 ph. (703) 825-1369 fax (804)295-3789 fax (703) 825-1520 REVISIONS FEB 23 90 1 PER INTERNAL REVIEW DATE: 20 APRIL 90 SCALE- NONE DESIGN- J.L. TAGGART DRAWN: J.L. TAGGART CHECKED- TEAM SHEET 5 OF 5 JOB NO.- 90-049