HomeMy Public PortalAbout12-0203 Richter_2of2BOSWELL DESIGN SERVICES, INC,
EXISTING
HOUSE
ENCROACHES
+9h
S 47 °54 28 "E
LOT 3
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+ 0.
109.79' ' —_
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EL. SHOWN
ON PLAN
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SEE PLANS
4' ((MIN) GRAVEL (not. soft rock)
— 4157 PREFERRED WITH #68 BEING
THE SMALLEST ACCEPTABLE SIZE
EXISTING
GRADE
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ry + +
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R15.00
6
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+
H.C. PARKING
SIGN MOUNTED
ON BUILDING
WM
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0
W
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EXIST- CpNC.
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00
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34.3
EX73T.
LOT 1
110.L1�-
009 NAIL FND
29
A
ASPHALT
SPECIAL HANDICAP RAMP NOTES :
1. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED AND
"TINTED" AS PER ADA GUIDELINES AND REQUIREMENTS.
GEORGIA DO.T. NOTES)
1. ANY AND ALL WORK WITHIN ANY GEORGIA O.OT.
RIGHT -OF -WAYS MUST BE APPROVED AND PERMITTED
THROUGH THE GEORGIA D.O.T.
U. S. HIGHWAY
80
84'
STAKING PLAN R/ylr
1" _ 10'
PARKING AND LANE NOTES
1. ALL PARKING STALLS ARE TO BE 9' WIDE x 18' LONG (min)
2 ALL TRAVEL LANES ARE TO BE 12' WIDE fmn1.
GREENSPACE CALCULATIONS:
TOTAL SITE • 0.28 AC.
BUILDING =1,296 of = 0.03 AC
ASPHALT /CONCRETE • 2,575 of • 0.06
GREENSPACE • 0.15 AC.
0.15 AC 625 • 63 X GREENSPACE
0.28 AC
R15 GO
RI - I
30'r 30'
R/W VARIES
N. CAMPBELL AVENUE
TYPICAL GRAVEL SECTION
EL. SHOWN
ON PLAN
PARKING SEPARATION NOTES
7. LANDSCAPE TIMBERS AND WHEEL STOPS
SHALL BE INSTALLED BETWEEN AND AT
THE END OF SPACES TO DEFINE PARKING
AREAS
Wov, 20 *1
Plann:I1 oO vAM • sk
tc;al .v ;ew
74s Par,
11.-.14-Q1
�to;Sed
I' -6 "x 1' -0`x .080" STANDARD ALUM. HANDICAPPED
PARKING SIGN WITH IDENTIFICATION SYMBOL BOLT
TO STL. TUBE WITH 3/8` CADMIUM. PLATED NUTS,
BOLTS, & WASHERS
F A
1 /1--1. - 1 -1/3' 0104100
I/2" D0. RODS 2' -0" LONG
CANOPY ENCROACHES
EXISTING
CANOPY
6' 60
PARKING CALCULATIONS:
EXISTING BUILDING = 1,296 of of RETAIL
PARKING • I 1 ep ac 1
200 NE
(1,296 et' • 7 SPACES
1 SPACE
EMPLOYEE'S • ( 2 employe a )(4 OWPIO yeROI // • 2 SPACES
TOTAL REQUIRED PARKING SPACES • 7 • 2 • 9 SPACES
TOTAL PARKING SUPPLIED • 10 SPACES
PARKING SPACES BASED ON THE CITY OF TYBEE ISLAND
PARKING ORDINANCE ASSUMING A RETAIL OCCUPANCY.
ELEVATION
9•SE COURSE
LA
SEUTIoN A -A
NOTE MOTOR RODS TO 04 SLEEVED OR GREASED
RUSS CONCRETE CURBS TO PERLIN
RELOGMN OF CURBS
WEL STOP DETAIL
N.T.O.
STEP PAINTING NOTE:
1. STEPS TO HAVE "NON -SLIP" NOSING AND
SURFACE AND PAINTED CAUTION YELLOW
1—
0
FINISHED GRADE
VAN ACCE66IBl�
'-- PROVIDE AT
VAN ACCESSIBLE
NOTE. CONCRETE SHALL BE 3000 PSI MINIMUM COMPRESSIVE SPACES ONLY
STRENGTH 0 28 DAYS.
TYPICAL HANDICAPPED PARKING SIGN
NOT TO SCALE
GENERAL NOTES:
I DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE
1. LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE
000NORT OR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACT /V /TIES
WITH THE ENGINEER /OWNER
5. ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE
COORDINATE SYSTEM CONTRACTOR SHALL VERIFY PRIOR TO THE START
OF CONSTRUCTION
4 BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION
PRIOR TO THE START OF CONSTRUCTION
5 ALL ANGLES ARE 9O DEGREES UNLESS OTHERWISE NOTED
6. CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE
INCREMENTAL LAYOUT DIMENSIONS AS SHOWN ANY DISCREPANCIES WITH DIMENSIONS AND
COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED ANO APPROVED BY THE ENGINEER
7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL ANO VERTICAL
CONTROL ON THE SITE BASE° ON EXISTING MONUMENTS. ALL COSTS INVOLVED IN
LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LA TOUT TO THE
SITE SHALL SC BORNE BY THE CONTRACTOR
8 CONTRACTOR /5 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO
COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE
TO EXISTING UTILITIES SHALL RE REPAIRED AT THE EXPENSE OF THE CONTRACTOR
9 CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH PLANS.
10. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
SPECIAL CONSTRUCTION NOTE:
IF THE CONTRACTOR KNOWS OR CAN RESONABLY
BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT
IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO
REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED
TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK
REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY
OR CONFLICT.
SCALE '"'U '
0 10' 20' 25'
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Z
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STAKING PLAN
DRAWING NUMBER
C-2
2 Of 4 SHCFiS
ACCESSIBLE
T
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ROUTE ( MIN. 48, WIRT/4
1 1-4.9_1
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NOTE:
STRIPING AND
APPLICABLE FEDERAL,
CODES AND SPECIFICATIONS
ac.«.a w,
— :4' X: r4 ." —I
CONATRUCTION'HALL CONFOR61 TO ALL
STATE AND CITY OF SAVANNAH
STANDARD CONSTRUCTION
DETAILS
ADA HANDICAP PARKING SPACE STRIPING DISTAL
~P15
..aoo
1...
an ®a .roRUluT aWT
I' -6 "x 1' -0`x .080" STANDARD ALUM. HANDICAPPED
PARKING SIGN WITH IDENTIFICATION SYMBOL BOLT
TO STL. TUBE WITH 3/8` CADMIUM. PLATED NUTS,
BOLTS, & WASHERS
F A
1 /1--1. - 1 -1/3' 0104100
I/2" D0. RODS 2' -0" LONG
CANOPY ENCROACHES
EXISTING
CANOPY
6' 60
PARKING CALCULATIONS:
EXISTING BUILDING = 1,296 of of RETAIL
PARKING • I 1 ep ac 1
200 NE
(1,296 et' • 7 SPACES
1 SPACE
EMPLOYEE'S • ( 2 employe a )(4 OWPIO yeROI // • 2 SPACES
TOTAL REQUIRED PARKING SPACES • 7 • 2 • 9 SPACES
TOTAL PARKING SUPPLIED • 10 SPACES
PARKING SPACES BASED ON THE CITY OF TYBEE ISLAND
PARKING ORDINANCE ASSUMING A RETAIL OCCUPANCY.
ELEVATION
9•SE COURSE
LA
SEUTIoN A -A
NOTE MOTOR RODS TO 04 SLEEVED OR GREASED
RUSS CONCRETE CURBS TO PERLIN
RELOGMN OF CURBS
WEL STOP DETAIL
N.T.O.
STEP PAINTING NOTE:
1. STEPS TO HAVE "NON -SLIP" NOSING AND
SURFACE AND PAINTED CAUTION YELLOW
1—
0
FINISHED GRADE
VAN ACCE66IBl�
'-- PROVIDE AT
VAN ACCESSIBLE
NOTE. CONCRETE SHALL BE 3000 PSI MINIMUM COMPRESSIVE SPACES ONLY
STRENGTH 0 28 DAYS.
TYPICAL HANDICAPPED PARKING SIGN
NOT TO SCALE
GENERAL NOTES:
I DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE
1. LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE
000NORT OR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACT /V /TIES
WITH THE ENGINEER /OWNER
5. ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE
COORDINATE SYSTEM CONTRACTOR SHALL VERIFY PRIOR TO THE START
OF CONSTRUCTION
4 BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION
PRIOR TO THE START OF CONSTRUCTION
5 ALL ANGLES ARE 9O DEGREES UNLESS OTHERWISE NOTED
6. CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE
INCREMENTAL LAYOUT DIMENSIONS AS SHOWN ANY DISCREPANCIES WITH DIMENSIONS AND
COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED ANO APPROVED BY THE ENGINEER
7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL ANO VERTICAL
CONTROL ON THE SITE BASE° ON EXISTING MONUMENTS. ALL COSTS INVOLVED IN
LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LA TOUT TO THE
SITE SHALL SC BORNE BY THE CONTRACTOR
8 CONTRACTOR /5 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO
COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE
TO EXISTING UTILITIES SHALL RE REPAIRED AT THE EXPENSE OF THE CONTRACTOR
9 CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH PLANS.
10. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
SPECIAL CONSTRUCTION NOTE:
IF THE CONTRACTOR KNOWS OR CAN RESONABLY
BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT
IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO
REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED
TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK
REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY
OR CONFLICT.
SCALE '"'U '
0 10' 20' 25'
aam.a
matt wO
Z
U8 0
FL,, HC( InO
re
DOz s-I
OZ-J 6Z
D DIN
wz -H
oaw z>
W ap Q l
Z
STAKING PLAN
DRAWING NUMBER
C-2
2 Of 4 SHCFiS