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HomeMy WebLinkAboutSDP198900086 Plan - Approved Final Site Plan and Comps. 1989-11-09FINAL LANDSCAPE 5 SITE PLAN for. PALAIS R G °''"s'°" OFFICE B WAREHOUSES R I V A N N A MAGISTERIAL DISTRICT ALBEMARLE COUNTY , VIRGINIA T.M. 77 PARCEL 40M ZONING: L.I. BOUNDARY SURVEY: from PLATby B. AUBREY HUFFMAN ASSOCIATES, LTD. SEPTEMBER 26, 1986 TOPOGRAPHIC SURVEY: THOMAS B. LINCOLN LAND SURVEYOR,INC. DATUM: USGS, B.M. = TOP OF F.H. 390.81' SCALE: 1" = 20' , C,1. = 2' DATE 6-6-89 CONTRACT PURCHASER; PALMS ROYAL, INC., 923D PRESTON AVE. LAND USE SUMMARY: ACRES '% OF TOTAL PROPOSED BUILDINGS .28 13.59 FUTURE BUILDING .23 11.17 ROADS, PARKING, SIDEWALK .35 16.99 OPEN SPACE / LANDSCAPING 1.2 58.25 . onx,&derstlNOT�, 'W theiznde'rsigred cthat appro gal c f this elan by the County of Albemarle, sloes not necessarily indicate 1 .Virginia Department of Tr�nsportatlon (VDOT) approval of the plan. AL-proval of the plan by 'the . County does not in any way '. relieve me of my responsib.il?t of. obtaining VDOT approval prior q to issuance of building fierrnits ,amd/or certificates of occupan'-y. COUNTY OF ALBEMARLE DEPARTMENT OF ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS „ Revised: SepteW*t 18p 1989 1a Prior to commencement of any construction Within any existing public right-of-way, including connection to any existing road, a permit for said construction shall be obtained from •Y the Virginia Department of Transportation (hereafter y� abbreviated V.D.O.T.). - a 2s All paving,and drainage related materials and construction z methods shill conform to current specifications and standards of V.DO.T, unless otherwise noted. 14A MI -M WAS 9 ty r� 3. Erosion and siltation control measures shall be provided in y accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable fill or cut slope is 2:1. f`y N 5ITE Where reasonably obtainable lesser slopes of 4:1 or fetter are to be achieved. 5. All, drainage inlets shall have a 2 -inch local depression. 6, Paved or rip -rap lined ditch maybe required when in the VICINITY MAP ' 1 opinion of. -the Albemarle County Director of Engineerigg, or N T S �+ CO designee, it is deemed necessary in order to stabilize a drainage channel. 1 !s All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. \� \, \ 1 0 \� \ 1 $, Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.It All excavation for underground pipe installation must comply \ \ w With OSHA Standards for the Construction Industry (29 CFR Part 1926), \ 1i \ Z �•; - ' ©\ i L = 17 21 16 1 R = 408,40 DEPT. OF PLANNING a COMMUNITY DEVELOPMEN FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY DEPT. OF ENGINEERING / L = 123,70'\ kXI�;T�\ \ \ �, REMOVE VEGETATION AND LAY BACK \ \ SLOPE IF NECESSARY TO OBTAIN A / � T = 62.33 r \ \ (' \ \ C €� 0 R. R. / 1 `�� \ \ 400' SIGHT DISTANCE T. M. 77 PARCEL 386,/ �� / �` I 15'`S�UI� \ ; \\ \ �� CONSERVE EX. TREES WHERE POSSIBLE. ZONED: L.I. USE: VACANT\ 0 EA EN k I4T \ 1 \ \ X. PAVED ITCH` TOTAL: 2.06 100 % , / \ I 1 ! n \ '. 0 r MAXIMUM HEIGHT OF .BUILDIN•GS = 35 t �, , IMPERVIOUS COVER .58 -AC. SITE CONDITIONS: NO WATERCOURSE ON OR ADJACENT TO SITE. , 1 !{ j / I I o1s� 1 1 PREDOMINATELY OPEN SPACE. 50 1 SITE IS NOT WITHIN 100 YEAR FLOODPLAIN LIMITS. f ' 5 LARGIt SHADE TREES 1 1/2"- 1 3/ ' --, SITE 1S NOT WITHIN A RESERVOIR WATERSHED. / 4 M 1 P I ` IN. CALL R I _ AREAS WITH #"SLOPES OF 25% OR GREATER ARE INDICATED BY SHIADING. �, EX. TPEELIN / (WILLOW OAKS) � I / PROPOSED USE OFFICE & WAREHOUSE. , MAX. NO. EMPLOYEES= 19ty) I1 I , 1 ,J �� j !'• 1 ! ` 1 i 1 J EX. EOP SQ. FT. LOT COVERAGE: 25,264.8 1 ! ( I 1 FLOOR AREA RATIO: NET FLOOR AREA- 111037.36 SQ. FT, = 12.3 /° OF TOTAL LAND AREA // f )) \ WAREHOUSE 130`10FUTURE WAREHOUS� x 77`10" I I PARKING SCHEDULE FOR 19 EMPLOYEES " Ia °116'%0' I H.C. REQ D. I PROVIDED / ,�� �/ F F. = 402.0 I DI -313) ST - 1 , , ? ° u 1 l L=8 TOP = 398.20 l ( �y rR � 9'76' \ \ ' ~` j �- � BENCHMARK x TOP OF F.H. 20 SPACES READ. 20 PROVIDED A =45 2 18 /� ( \ H=5.2 INV. = 393,00 r��' / 1 'L - 2� I.5 , \ USGS 3+ 0.81' ' R 35.25' / I�. 1 i CONNECT ROOF DRAIN TO STRI.ItE 1 j I2 T , I. 9` \ ' I LOADING READ. , 2 PROVIDED L = 287.11 f / OFFIQE ! ° ( t ! T ' 15V44 �,END CAP ALL OUTDOOR LIGHTING TO BE DIRECTED AWAY FROM ADJACENT PROPERTY \ \ \ 1Q 1 )l 1 68'x i0 �, LOADING DOCK LANDSCAPING LEGEND �, 1 \ I ) I 1 , 400.00 398,00 F. F. = 402.0 5'R 5'R'�� 15 15' 1 , % j ! S >, 1 1� - Ex. F.H. • LARGE STREET TREES ; 5 READ. , 5 PROVIDED ` , 1 ~ I , 4101,38 Dv PS�ER / I `'' I 1 \ '° EX. W.V.. ' (WILLOW OAK QUERCUS PHELLOS) ` i 0 --- PA I ° 1 ~ ` ` \ r I \\ H.C. 8' 13' 6" CO CRETE L-- -a- I I W.,M. 8 `��X 4" x 8'9 TEE i 4 --PV w-SPRINKLEF,--W L. 4 G.V. MEDIUM SHADE TREES 2 READ. 2 PROVIDED �� ~ 1 i k s -CG-1 5 SPACES/ CALLERYANA) `2 -MEDIU ADE - I ( 1 LOW STREET SHRUBS ; 6 READ. , 6 PROVIDED I / /-_ _ 1 • ` , , 1, ! �� (BUXUS SEMPERVI RENS) ( 1 I /PRC/POSLD 14EW rR EL14 2 #� DITCH DETAIL) lTOP 399 4 S.S. LAIT - 2 II' . ! I N = 388.2' I 24' CD z 8 SPACES 4, 3 S.I OUT _3 8.00 J PAVEMENT SPECIFICATION: 1.5'n S-�5 6:: 21/21A r 1 1 i . 1 1 1:: , (off 9 = 72' GQ C�,, , - o, w TP 1 I ''1. �.``� U 1��:,f / r EX.MH FUTURE �. r OUTLET DETAIL: , ; f I C 1 I `a 1 ::;1: �» .�G 7 PACE @ 9' = 63' {'`� j -- \ TOP- 389 ' 6" OF 4" DIA TO SERVE A� DISCHARGE c ,..1 - DITCH DETAIL - ti• % 1 OFFICE :: 5 - t61 CORD FENCE ( 9 . °!° 2.5 �, 6 TREET Si�iU , 4�� "IN 385.06 18 �� �O H= 12 -I& \ 8 0 = 384.36 MMON A RICAN B6.XWOOD) �\ h I1+00 %0+75 10+5 I0 25 '1(SIE bUTLET DETAIL) L - . -- -- - -- 4101.3 �. 12+50 / 12+0011+50% ti �✓_ I E I) EC 1, TYPE A �� _ 11+25 + \ 80' 30"CL 6' SIDE oALK RCP 0.500/0 `° - - --' " � 1 rte. \ 1 ^`_,��I.VV. 3�1 OjJ 2 MHTOP=398.00 TOP=401.94 1 �� nC I IN - 391.76 I N = 392.26 SLOP ;UT .391.619 ho � I� t \ •-" ' ' '-.. .. �.. - -. .- - �- "P'T'T Ci:� � -� _ �'' /,�' EXISTING FENCE EX CG -2 1 I 1 X BRUNK , MECHA-NICAL CORP. \ 1 ! w T. M. 77 , PARCEL 40N ZONED: L.I. USE: MECHANICAL CONTRACTOR 0) S5900*1E 7.02' MUNCASTER ENGINEERING & COMPUTER APPLICATIONS 1 338 RIO ROYAD, CHARLOTTESVILLE_, VIRGINIA 1 10-11-89 MODIFIED DRAINAGE 10-17-89 ADDED MH -3 R E V I S 10 NS: 7-17-89 SITE REVIEW COMMENTS, 7-19-89 WAREHOUSE ENLARGED, 8-15-89 ADDED ENTRANCE TAPER, NOTES SHEET I OF I S 9-8=89 CONCRETE .aN LOADING AREA, EXTEND CURB AROUND PARKING 9-11-89 LANDSCAPE PLAN 9-26-89 PLANNING ':COMMENTS _,'