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Home My Public Portal About12-0185 T&M Enter - Robertson_2of2EXISTING HOUSE ENCROACHES S LOT 3 + qt' + + 47 °54 28 "E 109.79' s� CM N +9 + 0 CIv ��- -40- -, ,\ o 11 Q °-3AT.DIS O EL. SHOWN - ON PLAN EXISTING 0 / I O ° 00 GRADE RI5.00' • DO NOT ENTER R15 00' ° R15.00' N 0to H.C. PARKING SIGN MOUNTED ON BUILDING ❑ WM EXIST. CONC. N e0 34 29 U. S. HieHWA Y 80 STAKING PLAN SPECIAL HANDICAP RAMP NOTES : i. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED AND "TINTED" AS PER ADA GUIDELINES AND REQUIREMENTS. GEORGIA D.O.T. NOTES: 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT -OF -WAYS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA D.O.T. PARKING AND LANE NOTES : 1. ALL PARKING STALLS ARE TO WE 9' WIDE x 18' LONG (m1n). 2. ALL TRAVEL LANES ARE TO BE 12' WIDE Imon). EXIST. 006 LOT 1 NAIL FND ASPHALT 110 84' R/W 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. 0.28 0.15 AC AC 625 = 63 X GREENSPACE RI - I 30° x30° N. CAMPBELL AVENUE R/W VARIES SEE PLANS 4' (MIN) GRAVEL (not soft rock) - #57 PREFERRED WITH #68 BEING THE SMALLEST ACCEPTABLE SIZE TYPICAL GRAVEL SECTION EL. SHOWN ON PLAN PARKING SEPARATION NOTES 1. LANDSCAPE TIMBERS AND WHEEL STOPS SHALL BE INSTALLED BETWEEN AND AT THE END OF SPACES TO DEFINE PARKING AREAS. horn 14ov.2o01 °Plana S PO vA m ick Sptcma, ;4e Plan, ]' -0 11-A4-0/ iced l' -0 "x .080" STANDARD ALUM. HANDICAPPED PARKING SIGN WITH IDENTIFICATION SYMBOL. BOLT TO STL. TUBE WITH 3/8" CADMIUM. PLATED NUTS, BOLTS, & WASHERS I -I /2• CHAMFER _9 I /2- DN. RODS 2' -0' E CANOPY ENCROACHES EXISTING CANOPY PARKING CALCULATIONS: EXISTING BUILDING = 1,296 Of of RETAIL PARKING - ( 1200 of )(1,296 a/f l " 7 SPACES EMPLOYEE'S • ( 4 2 a mSloYa ; )1 / m to p e p ye.a ) • 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 ` 65E COURSE LA SECTION A —A 007E: ANCHOR ROOS TO BE SLEEVED OR GREASED WU CONCRETE CURBS 10 PERMIT RN.000I E OF CURBS *HEEL O'1'OP DETAIL STEP PAINTING NOTE, 1. STEPS TO HAVE "NON-SLIP" NOSING AND SURFACE AND PAINTED CAUTION YELLOW FINISHED GRADE Eo VAN ACCE66IBT 4 `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 1 DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE 2 LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE BOUNDRY OR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACTIVITIES WITH THE ENGINEER /OWNER 9. ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE COORDINATE SYSTEM CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION 9 BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION PRIOR TO THE START OF CONSTRUCTION 5 ALL ANGLES ARE 90 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 AND APPROVED BY THE ENGINEER 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL ANO VERTICAL CONTROL ON THE SITE BASED ON EXISTING MONUMENTS. ALL COSTS INVOLVED IN LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL Be BORNE BY THE CONTRACTOR S. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME ANY DAMAGE TO EXISTING UTILITIES SHALL BE 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. SCOLL I = 10' 0 1a' 20' 23' BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH. GEORGIA 31410 912 -897 -6932 0 N w • Cr) CT Q N O K ID N Q Q m • Z Q CO Z 'C ID STAKING PLAN DRAWING NUMBER C-2 2 of 4 SHER S ACCESSIBLE ROUTE / MIN 48" WIDT.14 EV rA0 /_I /"mvlrm.naof 1.67A0 PM seDK� — —� 'Pr a - ., =F acct. swelPe STRIPE /TmJ wrrwun. sum 36- 1.1 1 • 0.__i_..0. JrO ss RIR NOTE: STRIPING AND APPLICABLE FEDERAL, CODES AND SPECIFICATIONS — 967 Ms MI [N. RAN ,I CONSTRUCTION SHALL CONFORM TO ALL STATE AND CITY OF SAVANNAH STANDARD CONSTRUCTION DETAILS --9. ADA HANDICAP PARKING SPACE STRIPING DETAIL ~"".." P15 a1,41,�r� i R.T,. BRUANT IUtr l' -0 "x .080" STANDARD ALUM. HANDICAPPED PARKING SIGN WITH IDENTIFICATION SYMBOL. BOLT TO STL. TUBE WITH 3/8" CADMIUM. PLATED NUTS, BOLTS, & WASHERS I -I /2• CHAMFER _9 I /2- DN. RODS 2' -0' E CANOPY ENCROACHES EXISTING CANOPY PARKING CALCULATIONS: EXISTING BUILDING = 1,296 Of of RETAIL PARKING - ( 1200 of )(1,296 a/f l " 7 SPACES EMPLOYEE'S • ( 4 2 a mSloYa ; )1 / m to p e p ye.a ) • 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 ` 65E COURSE LA SECTION A —A 007E: ANCHOR ROOS TO BE SLEEVED OR GREASED WU CONCRETE CURBS 10 PERMIT RN.000I E OF CURBS *HEEL O'1'OP DETAIL STEP PAINTING NOTE, 1. STEPS TO HAVE "NON-SLIP" NOSING AND SURFACE AND PAINTED CAUTION YELLOW FINISHED GRADE Eo VAN ACCE66IBT 4 `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 1 DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE 2 LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE BOUNDRY OR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACTIVITIES WITH THE ENGINEER /OWNER 9. ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE COORDINATE SYSTEM CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION 9 BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION PRIOR TO THE START OF CONSTRUCTION 5 ALL ANGLES ARE 90 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 AND APPROVED BY THE ENGINEER 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL ANO VERTICAL CONTROL ON THE SITE BASED ON EXISTING MONUMENTS. ALL COSTS INVOLVED IN LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL Be BORNE BY THE CONTRACTOR S. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME ANY DAMAGE TO EXISTING UTILITIES SHALL BE 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. SCOLL I = 10' 0 1a' 20' 23' BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH. GEORGIA 31410 912 -897 -6932 0 N w • Cr) CT Q N O K ID N Q Q m • Z Q CO Z 'C ID STAKING PLAN DRAWING NUMBER C-2 2 of 4 SHER S