HomeMy WebLinkAboutSDP199300021 Plan - Approved Major Amendment, Final Site Plan 1993-07-14Co OF NINEM—E
y^ DEPARTMENT OF ENGINEERING
y•' / �y F_, CONSTRUCTION NOTES FOR SITE P
GENERAL CLANS
FOREST LAKES SUBDIVISION Revised: March 1, 1992
1 Prior to c t f
an o any construction within. any existing
�e' rV .. 'F `•' IIII �j j/ Q REPRESENTS 17 WHITE PINES(4'- TALL Ind,. ATTLAMITING) pvblic sight-oE-way, including connection to any ezrsting
• •" - I 'r /( // THAT WILL REPLACE THE EXISTING ONES THAT WILL HAVE TO thedVir permit for said construction shall he obtained £rum
.�•'� \ `, Illlll l� .w tQ ! !� abbreviatediniaVDDpoarTm; nt of Transportation (hereafter
j !! ! r.'" FSE" i OR oFP BE kEMOV EC BECAUSE OF GRACING- AC'ING. - T. bE PLANTED 1 0. :..
Pavingand drains related materials and c nstruction
SITE ///�/ 59 L 2' Inel 9¢ urr sPeci
thuds shall conform to c ent ficationsoand standards
N P` • of V.D.O.T. unless otherwise noted.
' FA ""• ` II����//} II I� ' To sx Ilse. c>res.lo 1. Erasion and siltation control ca.—es shall be provided i
..dance with the appxov,d erasion control plan and shall >
ceoc installed to `
o EXISTING 3" CAL. WT'� PINES _ \ r
FOP wloiH w TO REMAIN / F USH ofCUgg P) —G--- nstruction. prior any claaring, grading 0 onner a� y
xoTE es -_-__- —� �` \ y, All slopes and disturbed areas re to be fertilized, seeded
�i - J and mulched. Mazlmum allowablefillor cut slope is 21.
-a.` � DITCH DETAIL A - B - C / I N 50'385 ` \ where red nobly obtainable lesser slopes of 4:1 or better
a" a s.
'• •`� ,o, / - - _ _ are to be achieved.
..• „ _ *FROM A B. DITCH IS To BE A MIN. DEPTH OF t' -5• \
�•, _ WITH A MIN BASE WIDTH OF t / R 5.00 _ �p9 18B.99 $. All drainage Inlets shall have a 2-inch 11c11 depr.....
D. 1
•'^y -`� *FROM B C IS TRUCT URE)- DITCH IS TO TRANSITION TO i \ T' UNO
• f/ ,/t / TIC? �X y'6R0 - 35.00' Rj \ 6. Paved, rip rap o stabilization mat lined ditch be
A BOTTOM W DTH OF 5 AND A DEPTH OF . S' S�` M UNDE R \- 510 427Z \ regal red when in r the Of the Albemarle Count Director Qj' �,
,. *LENcrH OF TRANS T ON TO eE ,o' / ,, G�AO`' RSysTE �poWE / E ISTING D.I. 3B RXING LO LV 1� R = 35 of Rngineering, or hispdes�gnee, it 1s deemed necessary in FI ��
.0 f w DTH OF EC-z = s• 5 L N -�` z P� order t stabilize a drainage channel. -I / T` a� SE Pp US O = 5.09'
AND THE FIRST 5 OF THE TRANSITION W` / `] \5 �xl< }�- �- A i afflc control signs shall conform With the Virginia
fEC SHALL BE USED FROM A-B .NPTE I ""F� . 51\ D E
TOR � IBR 5u 25.g5 I POpPOMPI DV EE pREpI BASE
6' '• MEP i / EY' S`NO FT V11DE A HAy(+" • 9P 3p.00 PNOESHP 35.
35.DD' Nan 1 for Uniform Traffic Control Devices, latest edition. MEMO
or'� 'rP sa'+•• tPpHSPaOB 5.00' Ii ' W -(E PADS / \ R C _ GES GONG G I J PpV ING 2p L = 60.28' B' U ncretetP.peiseClassdIIIl concrete Pipe shall be reinforced
'• �W ,,* f., �. BPoiF,GEV ` - E 0` •.•s• N, g�S 3 RjS: v+l o T.M. 46 B4, PARCEL 8 All excavation for underground pipe installation must comply
an \•�Jp'= « / OCPt OE BOV ' '' ��� (/OU R 12 2 SM" with OSRA Standards for the Construction Industry 129 CM Q
l � K ZONED P.D.S.C. Part 1926).
-` ,A^ cvRe\ �' �.EP R"%� y\�. '`O. OWNER: FOREST LAKES ASSOC. /
TO BE O.OQ'� TYPE PER V001. 55 A5. v i 'a 1 �, N /
V IC1 N ITY A� GE FLOW SEO p)TCH Q� l/ "11®®1 , P Ex,s., a 1 / /
1" = 2 MILES FACE DBAINATHE PPOPO R s.Qo �59 \s 55 to a#spApx.,H o,..' , ,p. cUR�oT 1.84 acres
_DIapCTH EX SZ BSGRUCE E 2Q . ( g'xls3PPRxsi'L l GTMPRI, /
E _ TR TUR i� I 45' .TRucH oT [ 5�� OUT PARCEL 1 1
N
THIS polo n PRO NEW HEpopl t\ON uCE 5333 ,sTtNa pvn SN ADED'�yP ?CST_ VVV
_ I ROOM NEW pR OD
COOLS 220• G, 3 L GG.I m TO /O�
,fl _ DOOP WITTO ExCE \s% `% I Mp%. BLDG.HEIGHT ' MpX, BID 220 1 r� I K P V
10-39'27" ExiEawR pMP xoi r.: NaGHT ' 1 �,20.D' ll l a FUTUR NS �eTEO E''NA'r�oPED � AP RO EL
$ _ OPOSED CpP R S T CO IS G
48 P CUTS.
�' -; EXISTING) rt' E7USTINGI X LOG H�I�v O ��T PARS�LLpKE Assoc. / J`�
133. o OET^� �+' l ARKS l l G 'MP CU i t - 0 - r g P rtment
E � E ivA D U a ' ''�EiX � / r � d n approved by the
gY I ',�
�p L,GHT,NG EX,st,NG"FE OEO SE B o `. P 000 SQ' F - 9,578 S.F. o `1` 1 3 G I "c T. NjT / %� / (' :... .Ia County Engirlee in De a
S.
B ITCH I a3 1 h
c SU R 1. R o�'s.�.'," 4 9; h� 7he1�3 w
PPOPOSE to y,piGH gE E%TEN p ....�. Z' '` 4� c 25' 519.0 W 0 50 111 50.0 - GG-12 N SEW. EASE / Y' / hDE 93.021
E o" 11'
( Flxtua gY STEM TDOVIDE B Waed) J TING F'F' WPIK :-' - g sA Flan #
( OUND IHRIpREP 9O PLPHT NGS PPOPOSEO M6EMENDI`O ND WHEN& ry EXI9 1111' 501 W rpNe OONC.WHE / Z Q
UNDERG E SHADED ROPOSED P �pINpGE E pgANDONERA. PPPGEL 3 I W �, j°RpMP o STOPS Oyi. �/ Slgnat re U ((Z^
INTO TH pR ALL P THAT 15 TG Fog T.M. AEMPRLE GOUNT O u to BE 6; •'. �—_
P B
(+ F PLAN gV K o ;µ a DO...F SS Bg 6T 3' R �t
ptE a.N a: GDaB pccE - 4. /
W Nps BEN APPROVED \ J r .:." -
,a�f4in5` E%,STING t0 pEPM�T LOT / 3 CURB .�( / / U
N BA+ PAF10Et' 3 S O 20, No tt ,r 5,� pE-E NEW PP0.K,NG R pNTER / P N CUT J
2 0' 01 Z
A 6 O a RAMP =TYPL. GUM N'\� /
1 1.M• 3 P•372 FtSH1P o o }
uP _ c K3o �� b fv 3 --R o.00 t h
N I D•B' JA3 p.D.S. N D, PARTN BLOCKS PL v. °.' ;" ll
T13 E � PICK 5 � GRAPHIC ONCE @ PpRCEI � �( � 6500 � .1,
ON Zp L1 a TYP) 11. y'( 1Y� A• Z R3]. A / / F-
/� '- � V 4 CRAP SCALE
N ZOW HER: JA a\sR \LLaW OAK p 5 36 1s W AxR[HE POD ON CURBED PLANT ( b gWN 6 5 b d F KH / 60 o wD O Z
R15I'00'
pSEO PPFyo%G I NG SPACES t �I ?'S G P P b 11 HAR��N�PSE 65 p0 g 16 R37.504-+ A,' / / / I is h 50 rL Lu
P II10N PA r E REp . ::i 4d •6 BS.00' ,n(
p NG tn7 O !T. 'z rY
11 $HA ED AREA) PROPp pER�UND SHADED FM I z i 650oRe.dD' -' e`° Q- Y
iA IB,29 t`
1� 9 ' (Typo) TY PAVIN =O JIiF / ` N .L�
LIME D 1 f `�. E S, 6 1 ITYPI y'(PNOPRG DU 5 0 /OIJ
LOT'. PROPOSE 50 dares
u+ PAVING SP OSEO PARKING FLFNIER ) ` TYPE •e•R n G N
m W _ 1 RB PE z EXI6T ING 0T /b ❑ /� P
Px' oT CG PARKIN
N 1 FO AGGO BASE 5 TYPIGPL (NON SH D R8.00'
6' 9 3 a1 SHALL BE ED 0
M A s 2 N3 FOH 6t e\ OOTDppip Lp' HY IFROE TES RY MIND 00 b�� NOTE:
,TI ^t T mW ry
LL OJI ,OPpRKI NH ELJEV G 1 pIRECTE NECESSP P, nN O' `// / /
/'y CURBS AT SIDEWALK BY SITE CONTRACTOR,
N^7E' PROP S TE0 @E VT �C d ADLD IGHTING Ito", ' hh� / / ,/
pWP RFRt1 S S2R m j 1 m �sl SHI01 DPppR PLA OR Q-� �/ SEE BUILDING PLANS FOR LAYOUT.
PROPER F \ TS PE.OWN ON N
SH (p] I �
ft8 0' J GUARD POSTS AND CONC. RODS BY GENERAL
( END Or G.-2 "' - CONTRACTOR.
BEGIN OF E.P. a ,:•„ h5'',^as��,,. bn LpNT
----------------------- P LEGEND
------------------------- --
FUTURE ROAD BY OTHERS •h h _ C' eF I TIER (P, R15.00'
O h T(` eE KE ,1^VED prT TEfi-SYSTEM— TYPE "A_' CURB\GUTTER_ /
PER V.D.O.T. 40'
___239.D5'_ E%ISTING STOR11fTPp
__________ ________________ _ TOTAL BUILDING AREA 54,678 S.F.
N 48'56'14" E I� S'48'S61 W 205.00'� S 'S6'14" W 176.213' ' 4 6
2-WILLOW OAK EXACT LOCATION OF
I 2.5" CAL. FUTURE DRIVES i0 / /
BE DETERMINED BY TOTAL PARKING REQUIRED:
U R}s Do' LANDLORD ITYP) 54 678 S F IS 5 SPACES/ 1000 S.F.) = 301 SPACES REQUIRED
W Q
O
4°N ro
4 �
d
d
c
C
g
� n
/ M
306 SPACES PROVIDED C Z
TIGER FUEL CO. I __L730CROSS EASEMENT FOR µ a v
TAX MAP 32 131 INGRESS /EGRESS I I o / ALL LANDSCAPING TO BE MAINTAINED O
PART OF PARCELS 36 AND 42 p 8 REPLACED SHOULD ANY DIE s o u
FRET -LAKE —FO
REST LAK � � w °c
a J n / RIVANNA MAGISTERIAL DISTRICT AREA COVERAGE
a
5.D ASSOC. ASSOC. N o ALBEMARLE 60 % COUNTY, VIRGINIA -C
31 OUT PARCEL 3 ; OUT PARCEL 2 JII , 1 I BUILDINGS & CANOPY: 58,549 S.F. (25%) Q rvU.0
1.134 ACRES
3 0.898 APAVED AREAS: 143,057 S.F. ( )
I CRE$ T.M. 4664, PARCEL 2
o v I P D.B. 1120, P. 445 OPEN AREAS: 38,854 S.F. (15 i )
Mo TOTAL AREA: 240,705 S.F.
NOTE: Outlots are not approved for a 40' BUFFER ONE
z a users involving drive-in windows z
z upon approval of this plan R 2 35.00' a;
- L - 52.64' I I I ADJOINING PARCELS VACANT AMENDED SITE PLAN
THIS SITE LIES WITHIN THE ENTRANCE V
t 130.05' 70/ 63.99• 6.17' I CORRIDOR OVERLAY DISTRICT FOREST. LAKES Q
98.43'
__ -- N a5'is'o7" E N 48'54'25" E ZONING PDSC, ZMA 88-16 WITH PROFFERS SHOPPING CENTER
LIMIT OF 20' N 48'S6'14" E $ 45'15'07 W
woRK _ BENCHMARK: USGS DISC. Y-155 LOCATED
12' TURN LANF �—VELOPED BY
----- --- --- ------ ------ ------------- ---- ----- _9 ON RT. 649 C IlC
___ 0 2 MILE N.W.N W OF U.S.0 S RT. EAR op.
-�S. HIGHW" 29 ELEVATION 587.866 M.S.L. M KENZIE PROPERTIES I Boa?' y N•
-- S. A." Z pLrN
— -- - TOPO FROM AERIAL MAPPING BY J.H. BELL, OWNER OF RECORD o W. CERT ,
� ae
0No.YOUOABUSr�" j. /•
INC., 1986 5417-3 (a) 655
JA-ZAN LTD. PARTNERSHIP 54373(b) 78 a o RLAR
-HEAVY DUTY PAVING (SEE sPEcs) u
BOUNDRY SURVEY BY ROUDABUSH, GALE P.O. BOX 9035
-CONCRETE (SEE SPECS.) -- _ & ASSOCIATES CHARLOTTESVILLE, VA. 229064�cH
-6ns3
,e -GUARD POST (SEE SHT. C-6) IN ASSOCIATION WITH ROUDABUSHGALE aASSOC.,INC.
PAINTED TRAFFIC ARROW (SEE SHT. C-61 FOR WATER, SANITARY a STORM SEWER PLANS
_ SCALE: 1" = 50' Sheet:
DATE: APRIL 4, 1993 �aa