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HomeMy WebLinkAboutSDP199200050 Plan - Approved Minor Amendment 1992-07-29 (2)I ,I EXISTING SAN. SEWER ESMT. D.B. 690 pg. 299, 302 plat EXISTING CONCRE-F DITCH -- ,-" StrlIcture I'ypr t:at ic:,1.) I'nt_, IIT (lut 11 kt-P* kl;A, ''A 9:1: 1::r:) i) P1 3It L 10' 4)(U.r,O 17G.5U 4.(lit L11 D T 'I' L-h47O.(14 11'7(14 471.79 4.25 H 1)1-3A L-2.5' Or' +1'1C,.0`) 4'71 .5() 471 .30 4.70 I, 11H +1^(I.,) 1(,'7,r,0 4(,7.Z(1 1;.7.? i, e I., e )l q t, h ( E t. I � ;k y 3' :k :4 k -A- -A 'A '+: 1 )' •� \ (_I N 1 511 RCP 4 0. (1 (1 11 1 r} ti 1 8" RCF' 29 .1)0 1 . nO I \ 49p WOODBRIAR ASSOC. tit L 18" RCP '1. 13 . 00 TM 32G -03-83 I. U 1t 11 R('L' L20.01) 82 NOTE UNITS 9- 12, IF CONNECTED i0 EXIST 8" SAN.SEWER, SHALL USE ADDLES MANUFACTURED BY SEALTITE ROMAC HARCO OR 4OE_ � � �� ,\ AN APPROVED EQUAL. / ,^rl^t r�r)r1� A �' '-'1^In 1r- 11 : ,� Ai ^ _'t _ — Yv .. .. L�L/',I/-1 1 I,,. EVIL_. r-,. r..•; I ( __ _ r-,, r t , � r' I -tom �+ lVi R _ NOT NO C NCRETE BUNL LNG C0_2NEBS, DECKS �^� PORCH S OR ANY PA OF A STRUCTURE -"ALL_ `\ y�z4`` \ ` EX. DR IN PIPE '-TREES TO 'f�EMAI / � ACH ON WATER S WER EASEMENTS > -0 .99 OZ -7co C \ � _ - C 'C CLASS I /RIPRAP / � \ - 48 \ 32 _ M LLA� 0 TRANSITION FIR t EXISTIG DIT�H \ I f TYr A BLOWO F ASS '>0� -77 / o \ �_ OZ IB �t o � 18 ' M N TlCAL �SE P RATID TYP) SETSACK \a \ \ 8 r \ 1 1 \ \� I M 32 G CL G0 02 ELL w �� a \�\� \ RAMIE - �O �' \ Cv W�L• .E SE M NT SSE BLY �, 3 2G _ 02' IGN� FINAL SITE PLAN FOR BRIARWOOD - P.R.D. PHASE 3A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY , VIRGINIA DATE : 8-19--91 T.M. 32G , PARCEL A and PARCEL 83 PROPOSED USE - SINGLE FAMILY ATTACHED OWNER : UNITED LAND CORP. OF AMERICA PO BOX 5548 CHARLOTTESVILLE , VA 22905 TOPOGRAPHY BY : R.O. SNOW 8� R.W. RAY, INC. CHARLOTTESVILLE , VA BENCHMARK 8► SURVEY DATUM ' TOP OF EXISTING MH 489.75 ( ELEVATIONS FROM NATIONAL GEODETIC SURVEY ) ZONED PRD (ZMA-79-32) LAND USE SUMMARY: TOTAL AREA IN PARCELS - 8.261 AC. AREA OF SITE ( PHASE 3A)3B) = 5.323 AC. RESIDUE ( PHASE 3C) = 2.938 AC. AREA IN LOTS = 2.322 AC = 43.62 3o AREA IN R / W = .935 AC = 17.57 AREA IN OPEN SPACE - 2.066 AC = 38.81 TOTAL - 5.323 AC = 100 TOTAL UNITS = 24 GROSS DENSITY = 4.51 DU /AC ' (� EE CANOPY CALCULATIONS - ORIOLE COURT CANOPY REQUIRED = 0.15 X 53813 SF LOT AREA = 8072 SF CANOPY PROVIDED= 9413 SF TREES TO REMAIN AREA X 1.25 BONUS FACTOR = 11766 SF COUNTY OF AL➢EMARLE �M RGCNB�` `, \ \ „/ \ DEPARTMENT lj NOTES FORISI A G I I n R10 E J END O F EXISTING C G- 6 G� Ra Revised. s p ember 1, 1989PLAt7s _ I, CONSTRUCTION NCYPES FOR SITE NE / I \ - --EXITING EDGE OF PAVEMENT 1. Prior to commencement of any construction within any existing - — - - -- >blic ri ht-of-way including connection to any existing 45e \ 1 �4\ I 6" Br.NU Cr I I I i P9 road, a permit for said construction shall be obtained from the Virginia Department of Transportation (hereafter ahbreviateu lF.D.O.T.). `� /- —\ — _._EX I ST i NG 8 x S CROSS 2. All paving and drainage related ma erialr and construct on i ,` _ t i O L - �_ I � methods shall conform to current specifications and standards ' •'., of V.D.O.T. unless otherwise noted. EXISTING 6" GATE VALVE 8r PLUG END . Za �� Iq \' - ( REMOVE PLUG 8r EXTEND WL ) 3. Erosion and siltation control measures shall be provided in 32G-p2 KA�E ` I I I \ s� ;n _� ----END OF EXISTING p Y g, e M G I 1 \ 6 % 4 _ accordance with the approved erosion control plan and shall. )KDU E\ �� CG - 6 be installed prior to an clearing, grading or other � construction. 40' R/W 4. All slopes and disturbed areas are to be fertilized, seeded 1 } I i �'+j �\ --��� and mulched, maximum allowable fill or cut slope )a 2:1. �} I 1 are to be achieved. F 11R AC 2 \ 24' B UEJAY WAY Where reasonably obtainable lesser slopes of 4:1 or bettar 30 / I \ I PSI. 5. All drainage inlets shall have a 2-inch local depression. _- TYPE D BLOTTE 6 7 SEAL COAT (BLUIrJAY WAY) Paved or rip -rap linad ditch may be required when in the / ( I opinion of the All,4�!marle County Director of Engineering, or �S I \ �p� 3/8" 1 (TYP his designee, it is deemed necessary in order to stabilize a drainage channel. I I 1 1 fi�l�� 2 G.02-73 \ I / 9n( I' ��r 7. All traffic control signs shall conform with the Virginia 14anual for Uniform IOO�tt BIT. CONC. TYPE S-4 OR S-5 Ai}� Traffic Control Devices-- , latest editlon. �r11 GpM 1 v CG-6 (BOTH SIDES) {� ,.- 8. Unless otherwise noted all concrete pipe shall be reinforced ` , \ 2 1 concrete pipe - Class III. I PRIME COAT TYPICAL STREET SECTION a .• \ I All excavation for underground pipe installation must comply { 41'i i'Sj 33F;_( ('t `1' 3i 2 6" AGGR. BASE , ORIOLE COURT ( N7S ) with OSttA Standards for the Construction Industry (29 CFR i F, ' 1 x Fi N F '� t I i (TYPE I , W2 BASE OIt � A AY WAY Part 1926) . 'VI A N E Nl D A I I addition to the above notes the following statement must be G _ 02 G �SQ tM ooP�l A� A- Cffij I _ 7 L� 7-6 tA 1 7 44' — ♦1 ff (��ACK 1 C•C.' - > . __. c�5 1) N A 1 1) V cl,41 N':IIAW 1 I :17 I i _ 1 1 NOTE A 20' WIDE DRAINAGE EASEMENT CENTERED OVER ALL n- 1 ' , fMAINAGF VIPE`+ AND DITCHES SHALL. RE DEDICATED , 1 �Vi , A 1 "I' IMI. kill � , , / WO ODPRIAR A',SOC 1' 't TMti.'ti I'( I I rl I I v ANN vV/111(;Mi\N , , I l n