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1 ALL WORK SHALL CONFORM TO APPLICABLE PROVISIONS OF LOCAL, STATE AND FEDERAL 41..., 1 ... I . . .'& .. N., I
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CODES 'INCLUDING, BUT NOT LIMITED TO: BOCA, VaSUBC, ADA, OSHA SAN. M, H. I E45ft CID C
TO It mmow STORM GRATE
3
2, LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE TOP: 505. 0 TOP: 499
NV: 491 -7001) AND LOCATING ALL UNDERGROUND LAT. INV. 4Yb.
FOR NOTIFYING "MISS UTILITY" (1 --800--552 + 3. g6-.- 9
w 5 idu- o 1. 0.: 495. 0
STRUCTURES PRIOR TO COMMENCING ANY WORK ON THE SITE J) U I I I Ft H
// +499.45 - �xi�1"CrIG �I \
3. SITE IS NOT. WITHIN A RESERVOIR 14iATERSHED
EXISTING/
LAYOUT WORK. NOTIFY ARCHITECT OF SIGN 4. CONTRACTOR IS RESPONSIBLE TO PERFORM ALL L tj 0 C�4_ LU A -A
ANY DISCREPENCIES DISCOVERED PRIOR TO CONTINUING WORK
T ARE THE EDGE 5 f ^ F 11i, �� ,✓�� ,✓✓ /
5. SPOT SHOTS IN PARKING Lo GE OF PAVEMENT +504 5
6. PARKING LOT SETBACKS: 10TO AN ADJACENT RIGHT OF WAY 3A TO 2" S.GUM ,'i ,'✓ \
7. SITE BOUNDRY AND -TOPOGRAPHIC INFORMATION TAKEN FROM DATA SUPPLIED BY A r-0j'' T` E� NEW
A
LOCATE
ROUDABUSH, GALE AND ASSOCIATES SURVEYORS, PLANNERS AND ENGINEERS. 914 MONTICELLO
�, �} r �} ,'��� ,'✓ / \
ROAD, CHARLOTTESVILLE, VA.
S. TYPICAL PARKING SPACE = 9'xl8'
9, PARKING LOT LIGHTING SHALL BE AIMED SO AS NOT TO SHINE ON ADJACENT STREETS AND PROPERTY 6C M
10, DUMPSTER ENCLOSURRE: 7" HIGH SOLID WOOD FENCE W/ DOORS, COLOR PER ARCHITECT 7' 2 S. Glum
11. SOLID WASTE DISPOSAL: DUMPSTER LOCATION AS SHOWN. REMOVAL SHALL BE PROVIDED Anj 1�1 1� NEW 7// // <
BY A PRIVATE DISPOSAL SERVICE. (A-f 46 1� 500.1
✓
12. MATCH PAVEMENT FOR A SMOOTH TRANSITION �,+503.34
13, PAVEMENT SPEC.: 6" VDOT 21 -B CRUSHED STONE, 2" BM--3 ASPHALT CONCRETE, 1 4"vet4,
.5" SM-2A leee-IC4Z -
ASPHALT CONCRETE. N
14.
6
SEE DRAWING C-2 ORIGINALLY PREPARED BY RICHARD L BOWEN AND ASSOC. MODIFIED BY
DAGGETT & GRIGG ARCHITECTS FOR ADDITIONAL INFORMATION. 50��✓,` �A55 �� �;'Q�� /
5- EXISTING STORM WATER SYSTEM HAS BEEN ALTERED AS REQUIRED TO MEET NEW LAYOUT.
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HIGH FW5, %VW NA5 AROM Wair / ,
PCL�5 IWICAt 150 1`00VNV,� FAfifIN 'W' 499-01 500.97
1. All paving and drainage materials and constuction methods shall conform a ko 1`00rcmml� r
to current specifications and standards of V.D.O.T. unless otherwise noted.
the approved erosion control plan and shall be installed prior to any clearing,
2. Erosion and siltation control measures shall be provided in accordance with
` ' /
grading . or other construction. DROP SANM H\,\ Q)
3. All slopes and disturbed areas are to be fertilized, seeded. and mulched. TOP: 500.84
s' Where reasonably obtainable
lope is 2:1, 1. 1.: 494.3 Maximum allowable fill or cut
lesser slopie� of 4:1 or better are to be achieved. 1. 0.: 490. 7
4, All drainage inlets shall have 0 2-inch local depression. NOT: 500.69
1�VVAWN5 PAW ON 00 HILLS /C5 �F771-13,60
1
5. Paved, rip-rqp or stabilization mat lined ditch may b-e required when
in the opnion of the Albemarle County Director of Engineering, or Ws
51-MIN6 aWk KNCHMAW,
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designee, it is deemed necessary in order to stabilize a draining channel.
0. All traffic control signs shall conform with the "Virginia Manual OM: NAIL IN WAK' MH 10. 68.
for Traffic rlontroi Devices", latest edition. 506,35i TOP: 500 54
"
7. Unless otherwise noted, oil concrete pipe shall be reinforced DROP I .1.: 491,9
concrete pipe -Class Ill. I . .0.: 489.9
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B. All excavation for underground pipe installation must corns ply N
with OSHA Standards for the Construction Industry (29 CFR Part 1926).
9, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION W/IN ANY PUBLIC RIGHT--OF--`NAY Q � � /
INCLUDING CONNECTION TO ANY _XIS ROAD, A PERMIT FOR SAID CONSTRUCTION DED SHTE
SHALL BE OBTAINED FROM VD IO_r
Scale: 1 "=20' THIS IS AN ENLARGEMENT OF PLAN FOR CLARITY
III
( 111001
L a
REV.1/22/97 FOR FINAL SUBMITTAL
REV. 11/7/96 PER A.C.P,D. NOTES
DRAWING # 1 of 2
OCT. 14, 1996
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