HomeMy WebLinkAboutSDP199100104 Plan - Approved Minor Amendment 1991-11-13- I-
THE
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AMENDMENT
KESWICK
ALBEMARLE COUNTY, VIRGINIA
INN
Ca E" E R^ L 1�": c h! -I- t 1 U C. -T- i CD 11A N J d- S
1 . ,Prior to commencement of a. -)y =) structiDn within any existing
4public right-of-way, includir„ : o )r=sc' ion to any existing road, a
`permit for said construction scall ':)e obtained from the Virginia
Department of Transportation ( here, r -e.- abbreviated V . D . O . T..) .
2. All paving and drainage related mate •i=q:s aid construction methods
shall conform to current specificat,_)ns and s1E:,ndards of V . D . O . T .
unless otherwise noted.
3. Erosion and siltation control measures shall be provided in
accordance with the approved erosion control pla:) and shall be
installed prior to any clearing, grading or other const; -action.
4._l All slopes and disturbed areas are to be fertilized, se -tided and
mulched. Maximum allowable fill or cut slope is 2:1. Where
reasonably, obtainable, lesser slopes of 4: 1 or better are s- be
achieved.
5. ' All drainage inlets shall have a 2 -inch local depression.
6. ' Paved or rip -rap lined ditch may be required when, in the op pion
of'the Director of Engineering, or, his designee, it is deemed
necessary in order to stabilize a drainage channel.
7. All traffic control signs shall conform with the Vircinia Manual
for, Uniform Traffic Control Devices, latest edition.
8. Unless otherwise noted all concrete pipe shall be reinforced
,cor)crete pipe - Class i I I .
9. All excavation for underground pipe installation must comply with
?OSHA Standards for the Construction Industry (29 CFR Part 1926).
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SITE DATA
CJ) 1+7 : ? v KESWICR AC011LS L I' ION C;UIZPUEZI;'1' L':,r'
c / o MCGU 1 IZP. , WOODS, BAT'TL"" AND BUO`1'IlE
COURT S(1UARR BU LLD I_N(;
P. U. BOX 12EE38
CHARLOTTESVI-LLE, VA 221)02
1, Q�Ps,.: 3- T _F' E L:; C' jFE r 'I'r1 8U-9
D.13. II19 1'. 670, 702, 711-, 714, 717
Z ! 1'-11'.1 � V �i 1 -F-. _F 1 LZ -L L....-. rl
ZC).L3=LNG s R. A.
1:3 5 ; I? F_ F2. _E 'r v S1, P. 85-54
S.P. 86-02
�QU1ZCJE Qk' WQI'Q"-fK1-,.r i-i�r nllr'�' SCIENCE OF VIRGINIA, INC.
�TJ i � '_V
ID, ID 1: �p Qin 11 L _ : 71 Q F21fi ��'_ C7 N 1;:01JDABUSII, GALE & ASSOCIATES
7 F'TA . :i.Nf11iF K - f'.F:., NAIL IN OF ;rEE(` E UAK X
(LD Lri( i'&EEC li1C_
-- P R U N E' : 75 111' J.
SIDE: 25 FT' i)
EZI;t1[Z; 3 5 E T {)
BEFORE %
-MM,DING 12,950 S i'. 3% '{y)212 S.fi ti%
-}'AVER AREA 96,600 S.F. 149,932 S.F 37%
•UI'E;N SI''AC.G i00,076 S.i'. /S.E', 5Z 0%
TOTAL .TIE; 409,626 S.F. I 409,626 S.f''I
PARTING
* GOLF COURSE & 19TH HOLE 18 110LES 01/2 IIOLI S,, = 9 SPACES
INN LODGING 48 ROOMS @ 1 4B SPACES
DINING 3,376 S.F. @ 44 SPACES
EMPLOYEES 2.0 EMPLOYI;ES = 20 SPACES
'I'OT'A I. ItE (.)tII R1;1) = 121 SPACES
T'OTA1, 1'R0V1.1)ED = 130 SPACES
2 H . C , SPACES)
Ii Q'1' I
* ALI_, LIGHT1 NG TO BE D I RSC; lI'[;D SO AS NHI,' 'EU %E,AIZ1 Or] Al)JACL',PJ'I' PROE'E IZT'IES
ALLGARE3ACI; 'IU Bl? 11?1'"1' i !N,) [ DI? I (;E: I;NTRht]CI; t1N I E 1 ;ULLEC"IED
i '1'fi IS I'R')PEIt7'Y 1)1+1':5 NOT I-, 1E; 1 N :'} 1 OU YE;AIZ 11: )O1) E'i..AI N (JEZ RI;,`;1';[;V(1 (1; WY.TERSfEE )
• 'l'EIE,+ E'RUPU`;!;D INN NUT TO E;\CE'OD '1IIE EI''.1(,;['1' QUI CII1:; r.,�ISTING CE,UB II( -)USE
• ALL P.cVIOUS CONDITIONS OF THE SPECIAL US "I`^T 1 TI -LL ADPL
g EXIST INC', AND PROPOSED ST'.RUCTURE NOT TO EYC LLi) 34 FEET
TREES TO BE SAVED WILL B3E FLAGGED DURING THE CON S' I' Y,UC'I10N PROCESS
y
THIS SITE PLAN IS SUBJECT TO CONDITION CONTAINED IN SP -85-54, SP -86-02, SP -86-04
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REVISIONS
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DEC 4 1991
PLANNING DIVISION
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CONTENTS
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DATA
SHEETSITE
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FILE NUM R
2-2191
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We the undersigned developer(s) wide_rstaId that approval of
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tills plan by the County of Albelnat'le, does not necessarily
indicate Virginia Department of Transportation (VDNT) approval
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of the plan. Approval of the plain by the County does tint in
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any way relieve me of my responsibility :in obtaining final
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VDOT approval prior to the issuance of building permits anti/or
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APPROVA
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DEPT. OF PLANNING
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& COMMUNITY DEVELOPMENT
CO. FIRIE OFFICII
DEPT. OF ENGINEERING
Mrs AL_ -
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NCYE
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PRE IIEF>L n3 RESERV1-O.
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APPROVA
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DEPT. OF PLANNING
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& COMMUNITY DEVELOPMENT
CO. FIRIE OFFICII
DEPT. OF ENGINEERING
Mrs AL_ -
Im"
j?, OF. wc)j yi LINE,
NCYE
' ALL CJP�HINHr.�!`- E�SE>�11=N �5 F15 t�EC�UIRi✓O
PRE IIEF>L n3 RESERV1-O.
VICINITY MAP NORTH
REVISIONS
N0V', ?1- 19`11
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GATE
NOV". 13; 1991
SCALE,
1 " 40�
CONTOUR` INTERVAL
2 FEET
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REVISIONS
N0V', ?1- 19`11
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GATE
NOV". 13; 1991
SCALE,
1 " 40�
CONTOUR` INTERVAL
2 FEET
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VICINITY MAP NORTH
■!■
A -w,, 1/2"PREMOLDED EXPASION
FILTERS
P.C.
B
---3
.A Ruled joint, 6' O.c.
1
I
1/2" Premolded
COMPRESSION
expansion joint filler,
NOTES:
30' Max. on center.
A --j
,
t
q,_0„
m
"A" IN FEET
Ruled joint
6
PLAN
q'_g'�
2
I'-0"
1'-0°
-� A PLAN
STANDARD f' SIDEWALK
n. t. s.
DETAIL 1-A
PLACEMENT OF CURB CUT RAMP
WHEN FACE OFCURB RADIUS IS
AT LEAST 30 O
a
.o
PLACEMENT OF CURB CUT RAMP
WHEN
WHENENFACE OF CURB RADIUS IS
LESS THAN 30'
P.T.— \
{- ROADWAY — 7
3/16" x 4" OR
1/4" x 5" STEEL
EDGE
EASILY CURVED
PAINT WITH
EXTERIOR META
PAINT
Ifflall
LANDSCAPE EDGING
n.t.s.
DETAIL 1—g
LANDSCAPE
EDGING
PAVEMENT
LAWN AREA 2' p.p.o t?�p ,A'PoP opera 4A n°o
.SAND GROUT
SECTION �i ::..• •....,;;•::.=..
6 ROADWAY OR
PARKING LOT
CRUSHER RUN STONE BED
r
PLAN
END PATTERN WITH
�-- --
11"x 8' x 4' STONE
SET VERTICAL
GRANITE COBBLESTONE GUTTER (CSG)
CONSTRUCTED W/ It"*8"*4" (nominal size granite)
TO BE USED FOR AN ALTERNATE TO CG -6
n. t. s.
DETAIL 1—E
61 181 241 181 .
CONCRETE
WALK 1/411 II MAX.
PAVEMENT SECTION
6"• AGG. BASE, TYPE ,1 No.21A 125 P.S.Y.,`SM-2A
DETAIL 1--F
HEIGHT OF
I
THICKNESS
COMPRESSION
AREA OF
NOTES:
AT TOP
A --j
4'_O•
q,_0„
q'_0
"A" IN FEET
ALL CONCRETE TO BE CLASS A-3
6
PLAN
q'_g'�
2
I'-0"
1'-0°
627
RAMP SURFACE SHALL BE CONSTRUCTED WITH A
NON SKID FINISH.
3
"
TYPICAL. PLAN
1 0 0 9
RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 121.
I�
"
Not t0 SCaIE
1 369
CURB CUT RAMPS ARE TO BE LOCATED AS SHOWN ON
5
"
2'- 0
1 7 0 9
THE PLANS OR AS DIRECTED BY THE ENGINEER.THEY
6
i
2'-4
2049
SHOULD BE OFFSET FROM PEDESTRIAN CROSSWALKS
7
11
2'-9
2385
BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP
SECTION A -A
3'-2�•
LINES.EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
17. 43
9
"
3'-74�
INLETS,ETC. WILL ALSO AFFECT PLACEMENT.
21 .33
10
"
4'-0"
BASIS OF PAYMEkrr+
25.63
1 1
"
4'-4 •
CONTRACT UNIT PRICE PER SQUARE YARD OF PORT-
30.33
12
It4'-9
6
LAND CEMENT CONCRETE SIDEWALK.
M,In,.n .n+,+r Nnn",.
13
N,nW,1111111.+1, r
a �..:..•....",'
5'-2
RAMPS AT SCHOOL ENTRANCES TO BE ON GRADE NOT
40.93
14
It
5'- 7 "
47 12
46.83
GREATER THAN 10%
6'-0"
5043
SLOPE 12:1 MAXIMUM
SECTION B -B.1
'VIEW
-
1
{- ROADWAY — 7
3/16" x 4" OR
1/4" x 5" STEEL
EDGE
EASILY CURVED
PAINT WITH
EXTERIOR META
PAINT
Ifflall
LANDSCAPE EDGING
n.t.s.
DETAIL 1—g
LANDSCAPE
EDGING
PAVEMENT
LAWN AREA 2' p.p.o t?�p ,A'PoP opera 4A n°o
.SAND GROUT
SECTION �i ::..• •....,;;•::.=..
6 ROADWAY OR
PARKING LOT
CRUSHER RUN STONE BED
r
PLAN
END PATTERN WITH
�-- --
11"x 8' x 4' STONE
SET VERTICAL
GRANITE COBBLESTONE GUTTER (CSG)
CONSTRUCTED W/ It"*8"*4" (nominal size granite)
TO BE USED FOR AN ALTERNATE TO CG -6
n. t. s.
DETAIL 1—E
61 181 241 181 .
CONCRETE
WALK 1/411 II MAX.
PAVEMENT SECTION
6"• AGG. BASE, TYPE ,1 No.21A 125 P.S.Y.,`SM-2A
DETAIL 1--F
HEIGHT OF
THICKNESS
THICKNESS
COMPRESSION
AREA OF
WALL
AT TOP
AT BASE
AT TOE
SECTION
„
H IN FEET
"A" IN FEET
B =.4H
LBS. SQ. FT.
SQ. FT.
2
I'-0"
1'-0°
627
.2.63
3
"
1'-211
1 0 0 9
3.93
4
"
1'-7 #�
1 369
5.83
5
"
2'- 0
1 7 0 9
8. 13
6
It
2'-4
2049
10.83
7
11
2'-9
2385
13.93
8
3'-2�•
2720
17. 43
9
"
3'-74�
3054
21 .33
10
"
4'-0"
3386
25.63
1 1
"
4'-4 •
37 1 8
30.33
12
It4'-9
6
4050
35. 43
13
to
5'-2
4381
40.93
14
It
5'- 7 "
47 12
46.83
15
6'-0"
5043
53. 13
3/4" Premolded Joint Surface of joint RW12
Piller
3/4" painted with asphalt —rt A=I'
.' , Not loaded
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3
A:
Contraction Joints of intervals not exceeding 30'.
Expansion Joints at intervals not exceeding 90'.
Water Stops to be elastomeric or other approved
material. Dimensions shown are absolute minimum.
H = Height in ft.
Q ; • .
A=I'
_
Base= o H
Wt. Cu. ft. earth = 100 lbs.
o�t
WATERSTOP
Concrete = 150 lbs. DETAIL
.4
'.
Angle of repose
E_
4
0
478 or -##8 Aggr.
Min. grade
3 drain pipesC'
:Q
-
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8' apart
o,, ' 0- '
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CA` u
E'0
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12" Porous Backfill
100 lbs./cu.ft.
a
w 0
A C-3 .' •
'
.
4-
L
Weep hole with 12"x 12' plastic hardware cloth 4". : p n
%4" mesh or galvanized steel wire,minimum A .' • A a' a
wire dia.0.03 inch, number 4 mesh hardware
cloth anchored firmly to outside of structure. , 1:
Q:•��1.' :.: Z�
•'a `'' o'::'
SAFE BEARING CAPACITY OF SOIL ,,e)
Rock minimum 10,000-20,000 lbs. sq. ft. o: N -
Gravel a coarse sand, well cemen#ed 16,000-20,000 " " " " ;
Clay in thick beds, always dry 12,000- 16,000 " _ 3"— B = 1 H - --►�6„ �•�-
Clay in thick beds, moderately dry 8,000-12,000 jr-- to
Clay , soft 2,000 - 4,000 Note : If compression at toe exceeds safe bearing
Sand, dry, compact, a well cemented 8,000-12,000 capacity of soil, a special footing is to be used. 1
Sand, clean, dry 4,000- 8,000 "
Alluvial soils, etc. 1,000- 2,000 "
r.
SREFERENC'EN CONCRETE GRAVITY RETAINING WALL -LEVEL BACKFILL
508 VIRGINIA DEPARTMENT
of
TRANSPORTATION 401.01
SEE SITE PLAN FOR
GRADING PATTERN
DETAIL 1—C
41
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CLASS I
RIP RAP
��• ll!�111/�Ji� 111�II Tr
FILTER FABRIC
CAPACITY = 7.5 c. f.s. CLOTH BEDDING
t4= 0.03 (Rip Rap)
SLOPIE 2 10
FLIP RAP DITCH
n t
DETAIL 1—G
REVISIONS
1D AT E
MARCH 26, 1991
SHEET
4/
FILE NUMBER
2291
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REVISIONS
DECEMBER 4, 1991
DAT E
MARCH 27, 1991
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