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HomeMy WebLinkAboutSUB198700105 Plan - Approved Road Plan and Comps. 1988-12-07OHO ROAD WATER 81 SEWER i P�? ro ' � O PLAN 81 PROFILE Q� PHASE SIX y� I 0� aII 11���1� ll �1L�11:� 1� �� ��' • 3 R;45- S / ppFss�° \ '�NEAR CHARLOTTESVILLE 8g3b P� \�C'' 2}8 \ �. 5 \" ALBEMARLE COUNTYVIRGINIA � \ �� ° SCALE: R,gs o0- / 0a I�� =50� HORIZ. p 'v io F �/ I�� =10� VERT s /j GV�Q +, A m� / �`ara R AUG. 3,1987 �� pJ e, REV: OCT. 14, 1987 ✓/ Q+�� o� �0 2 \ Q. f,T ) REV. JAN.14,1988 ;10 S19 REV. MAR. 31, 1988 (Rev. Storm 81 San. Sewer) N \ `x ° R E V. APR. 20,1988 ( Rev. San. Sewer) REV. AUG. 22, 1988 (L2 -LI - LO-dro inage revision) � 106 < go,. M. H. My �Q3sO R_gQ OR / lvFw4 y OS r D/TA 4f 50At.Ti% rn LOCATION MAP v OP 4a6 ; l0 , / /O R 3�58 40 NV 463. q 4 i 4 �- 0 11 PROPERTY / ��lNr 9 O _ Sl6 / RE \` - I 'I Q -. I DR pA 3B� LO 12 p �C _ c m V�„i TOP 454.55 LIP` �v Sig TOP 4 ' S INV.446•I m R/oRR �E i l 4 STq „ zz C. £ M I �� ,' Qq.A50 jN. a 5+ R=45' Line D/, 2/6 7��/ �jaht se H.'D TOpgBeC:/2. / IS•R.0 6 TEMPORARY GRAVEL REV. /lN� #V 2.9q p. ON aII2l°0=22.. TURN -AROUND 3 48 N� OUT 46 ?'80 / 6bo / �', l5 Rc s' ,1 4 L- 63.6 _ 2+ 3 t+�3 8 . _ 8+42. 40, 00' _ 2 �0 I N % —+ M. H. . / t 4 STq 616.1I SS' l 9 DI h I 36 II - 0• TOF 453 IC II R: INV. IIV C 3g / 520 - o 44g.0 qs L TY P ICA L S ECT ION 20. BRIGHTFIELD PLACE 20'RDBIN HILL COURT 25' RAINTREE DRIVE 25' RAINTREErd— -DRIVE' I' —. �e — 4' -- �-- — 15 ' --► 15, 14 '. I \ ( NO PARKING PERMITTED) • 2. � 1" • I' I/4.1 • 1' —Ill. I• R-55 3 MIN. CQR- IQ �R_64 CATEGORY TT BASE: 8" Aggregate Base Material No. 21A �� A So SLIn�ACc 1041b./S.Y.,S-4 orS-5 �'� GENERAL ROAD NOTES: �•�, � IF C.B.R.-10 IS NOT OBTAINABLE, UP TO 6" SELECT MATERIAL MAY BE REQUIRED 4 ALL MATERIALS s CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS OF � �� VIRGIN IA DEPT. OF TRANSPORTATION. �j EROSION a SILTATION CONTROL SHALL BE PROVIDED WHERE NECESSARY,PRILR TO CLEARING, 2 GRADING a CONSTRUCTION. 2 ALL SLOPES 9 DISTURBED AREAS TO BE TOPS01(FD 8 SEEDED. y FA DRAINAGE B PIPE DI CHARGE44UST RETAINED WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VD O.T. SURFACE cE D A GE P s BE ET ED �� U. Q-3 AS PEP V D O T SPECS. ` O ALL DRAINAGE INLETS HAVE 2" LOCAL DEPRESSION. �.,\��. GUARDRAILS MAY BE UIRED IN CERTAI AREAS IF DEEMED NECESSARY BY THE 0 ENGINEER. y G o� ALL DRIVEWAY ENTRANCES'A SHQ CONFORM VD.O.T CG-9A �' I �► \�� p n \ S7 �'' �� I 1 C F f Ali l l ! 'Y . +50 1 �, . - O- I 14 / AUG231988 \a ENGINEERING _ � � , XZ _ \z �� S. ROOUAB�,S1 A. r ,,/ AID O M N ' 1. a V CERT. NO. r — 54-17-3 (a) 655 — — 3_ - - \ =\49T5 54-17-3 (b) 78 a �— 11 �.\9 r'.� " �►,0 0 " i v _ }10.�- 10+85 33 / N N a� LAND �hA1 i _ ✓ � - . ►9 N?10464�E CONSTf�UC11CN _ ---� 7 �, 0RE F IJT - u � _ _ _ m SEE R OUDABUSH ,GALE a ASSOC., INC. A PROFESSIONAL CORPORATION GENERAL WATER & SEWER CONDITIONS w CERTIFlED LAND'SURVEYORS I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMlARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE U- MH E Top- ¢ZB•95 Char lottesvi I le Virginia RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY MATCH TO Y SUBMITTED FOR REVIEW J o -T I - - T f I _ ' STUB, WORK Au NOI IC SIiOiIN- _-_ - --- - o _ — 'TONS O WCE 198 u. ur W II ON , , , O ui _ - - - _ 5 _ t , . / > a• a 490 - 501, .01 9. EN WAT nv 485 00\ _ 8 ' - o 440 JLTUND-ERTS-IJIF-1 EN FA _LEL. IAI — 430 _0 Sk — ;ER & EWER C-DINDITIOP J Inv In 4 81 nv. J uj u_ - — 460 - • - - - -- - - t 1 -t +25 - M co - - 450 � - .. _ o -- ,- — M M - — Anil�t N Ld > 440 - v a M > to M — / c, O • t c �. rom -_ _ 1 n v. n 430 __ - co - — _-. — cn Val - - 420 — — - oil ' - VI - - - n v. u 0 I 2 _ 3 4 5 6 7 1 8 9 10 11 12 13 14 15 16 HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE 1111"TELEDYNE PRINTED IN U.S.A. Sheet I of 2 _ 4 40 0 I - RIP RAP DITCH DETAIL A- 2 - RIP RAP DITCH DETAIL ©- n.t.S. n.t.s. 10 0 PE 5.5' % J I. 0 — 3 \ S ` I I. p' m \SLOP o 3 O y USE CLASS I RIP RAP USE CLASS I RIP RAP LINE W/k200 FILTER FABRIC OR EOUIV LINE W/"�200 FILTER FABRIC OR EQUIV. / ✓ SMS. 029 09 / EWER E N a7 % SPN S 4 0 pR MS. (�\NPGE pSECj -�0 6 EEC \ \20RA�NA / WPLE U\RED SN � \O D S S REp S P G S eLRD D 4u co DETENTION POND � OUTLET AND DAM SECTION n.t.s. LOT 50 PHASE SIX / / �o M I / ry 10 DA M w \ � 0 TOP OF RISER-436 4 FENCE w � TYPE 1 GRAD.E.7 TOP F =Q/ COS�OQE, g � � �r � 40 /l ton ------ 0 / INV. IN = 426.6 95-15 R.C.P. 8& 1.5% min '' \�i �/� \INV.425.5 �O � °---�`-_`, p 0 /SED 4.r ORIFICE DIAMETER F INV OUT426.5 INV OUT = 427.0 O N 7po 05 30'E L-I p M.H.CrP --- __- - Q 190.58" INV IN 428.10 In FIJT-------- - Q N INV OUT428,00 N3� URE 20' SAN, SEWER- -- - 00 --�_ _-------- / �' _ , M.H. 4 ES M r 'A -- - BASE A LINE a� \N`I FENCING AS 95' �Q� aa0 /IF RQUIRED By 0 COUN --� _.____ ' N 73 03 a �8 a TY efVGINEE4_--- - -- REq g 20" E //----- __ RC.p ' \ �� �� `-x ,- �`__ _ R -_ - 183.64' o '4T __ LO LLI x C _ _ - C 11 y E / w---_._-__- -- - o / 7Or- 24 R __ _ _ 436 �-CLACCii 55 v' BEGIN RIP RAP DI \ i ---- A ,�' p N68°59'49"E ,- DRAT AINAGE SWA�E EX T I - , IS DISTURBED- �F` -C i 434 / x �/ - -----------o yz(1 SEE DETAIL 2 �� - -,\ i/ c ---- -�- --- y3 Ha8 - \ \ a �40"-�Lqo� _vzF/---_-�_� = M.H. 3 432 I � - _ _ _ - - - - - - _ - 5s� o '- 3° - � s� ... — - - - - - L) E - -_ - - --- ----- ---- _ - _ - -- _ ��� - D '� NV=430.g `r� T6P RIISF�R�--__ _ - - = - ~- -- - ES -I - - - - --- ---_ -SZGy------_-`C ___-----_.-_---- -_---_ 15 _ _INV RIP---_-`- --_-------- --__ -y2o =425.5 RAP CHANNEL TO`- 0/ MAIN MIN.2% SLOPE \ � 8-o � �y AVOID SCOUR F yz�_ APPROACH CH " R .P. - - �� 2g1 \ TO PROTECT FROM R TO 5 - - -- - - ER LINE - -�-� EW NE �-------_ 3:1 MAX. INV.p T= __ --_ SEE DET.PON ETAI L DAM 438 -- O �� - - - k� W. S. ROUDABUSII, SIR. PLAN SCALE I = 20 C CERT. NO. - PROFILE SCALE HORIZONTAL 1 = 20' V 54-17-3 (a) 655 VERTICAL 1" = 101 54173 (b) 78 e NOTE: DETENTION POND 81 SAN. SEWER ON THIS SHEET HAVE BEEN PREVIOUSLY APPROVED. r����o LAND THIS SHEET I NCLUDED TO SHOW STORM LINE L-1— L-0 INTO DETENTION POND. ROUDABUSH, GALE & ASSOC., INC. 450 _._ r 440 - — _PIPE 430 _- - - Q va 420 -- -- — -- -- -vvtH1P __ on Inv. u 410 400 - - 12 11 10 9 8 7 6 SHEET2OF HIGHWAY FEDEFAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE MTELTT!