Loading...
HomeMy Public PortalAbout12-0203 Richter_2of2BOSWELL DESIGN SERVICES, INC, EXISTING HOUSE ENCROACHES +9h S 47 °54 28 "E LOT 3 . 0 + 0. 109.79' ' —_ + N T M- C 1i - - -,0--1 C 0, r - A ) + "� I 0 EL. SHOWN ON PLAN 3 .-,} !} { -t SEE PLANS 4' ((MIN) GRAVEL (not. soft rock) — 4157 PREFERRED WITH #68 BEING THE SMALLEST ACCEPTABLE SIZE EXISTING GRADE /� / ry + + p I R15.00 6 DO NOT ENTER + Q goo +1 '1N +0 R15.00' 0 C3 6 gTII1gUILD -NG BvpCK + H.C. PARKING SIGN MOUNTED ON BUILDING WM ❑ WM 0 W e0^ EXIST- CpNC. S 00 R1t1 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' 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 ACCESSIBLE T z• ROUTE ( MIN. 48, WIRT/4 1 1-4.9_1 •M .G TOG TAO, �� R. AILK — —H-- a — j _le_ mrc Ate/ WAY Aer 7:7;„.. ,. R ••K ;TR& IT?, "17V" onwe 17,X `„R9, rC .< RIR 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