NORCO RIVER ROAD REVITALIZATION

Transcription

1 Date No. INDEX OF DRAWINGS GENERAL NOTES SCHEDULE OF ADD ALTERNATES: **. WORK INDICATED AS "NOT IN CONTRACT," "N.I.C.," OR "BY OTHERS" SHALL BE PERFORMED BY OWNER'S SEPARATE CONTRACTORS. THE GENERAL CONTRACTOR SHALL COOPERATE TO THE FULLEST EXTENT WITH ALL OTHER CONTRACTORS AND ASSIST IN COORDINATING THE WORK BY SEPARATE CONTRACTORS WITH THE WORK OF THIS CONTRACT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH ALL CONTRACT DOCUMENT IN THEIR ENTIRETY. SURVEY THE PROJECT SITE AND BECOME FAMILIAR WITH THE CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON A THROUGH KNOWLEDGE OF ALL MATERIALS REQUIRED. ANY DISCREPANCY AND/OR UNCERTAINTY AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED SHOULD BE VERIFIED WITH THE OWNER AND/OR ARCHITECT. 4. THE PLAN IS DOCUMENTED ON THE DRAWINGS IN ACCORDANCE WITH FIELD INVESTIGATIONS. VARIANCE OF ACTUAL CONDITIONS FROM THOSE ILLUSTRATED ON THESE DOCUMENTS MAY OCCUR. THE GENERAL CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO COMMENCING WORK AND REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT. 5. DO NOT SCALE DRAWINGS. CONSULT WITH ARCHITECT REGARDING CLARIFICATIONS. ALL DIMENSIONS ARE TO FACE OF NEW FRAMING, OR WALL SURFACE.. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, LOCAL, AND STATE CODES AND AMENDMENTS. 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK, AND FOR IMITATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. CONTRACTOR SHALL HIRE SUB CONTRACTORS AND SUPPLIERS WITH PROVEN ABILITY TO PROVIDE/PERFORM QUALITY WORKMANSHIP ON THIS TYPE OF PROJECT. 8. ANY ERRORS, OMISSIONS OR INCONSISTENCIES ON THESE DRAWINGS OR ANY VARIATIONS OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING IMMEDIATELY. A0 A0 A03 A04 T E C T S THE REDEVELOPMENT OF THE PEDESTRIAN WALK AND PARKING SPACES ALONG THE STREET FACADE, FACING RIVER ROAD. THE WORK INCLUDES A NEW ASPHAULT PARKING SURFACE AND STRIPPING, ALONG WITH A PAVER WALKWAY AND PLANTING BEDS, AND NEW PERIOD STYLE ING AND BUSINESS SIGNAGE.. THE DRAWINGS, AND ANY SUBSEQUENTLY ISSUED ADDENDA, AMENDMENTS, FIELD ORDERS, OR CHANGE ORDERS ARE PART OF THESE CONTRACT DOCUMENTS. TITLE SITE DEMOLITION PLAN PROPOSED PLAN BLOCK "A" PROPOSED PLAN BLOCK "B" ENLARGED PLANS & SECTIONS SECTIONS & ELEVATIONS GOVERNING BODIES HAVING AUTHORITY APPLICABLE CODES ZONING OF SITE OCCUPANCY CLASSIFICATION HEIGHT CONSTRUCTION AREA - A R C H I SCOPE OF WORK TO INCLUDE, BUT NOT LIMITED TO: 05 Ducayet Dr. Description IBC 0 * * * * SQ FT STATE OF LOUISIANA FIRE MARSHAL APPLICABLE CODES OCCUPANCY CLASSIFICATION LIFE SAFETY BUSINESS PONTCHARTRAIN LEVEE DISTRICT 9. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 0. ANY DISCREPANCIES BETWEEN ANY DRAWING AND/OR SPECIFICATION ITEM, THE CONTRACTOR SHALL BID, PROVIDE AND INSTALL THE GREATER ITEM IN QUALITY, QUANTITY, STABILITY, DURABILITY, ETC. UNLESS OTHERWISE INSTRUCTED BY THE ARCHITECT.. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES; NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.. STORE MATERIALS IN SPACES DESIGNATED BY OWNER. REMOVE AND REPLACE ANY / ALL DAMAGED MATERIALS. NORTH BONNET CARRE SPILLWAY HW Y RI VE R RO AD 0. TRASH SHALL BE REMOVED FROM SITE NOT LESS THAN TWICE WEEKLY. MAINTAIN CLEAN AND SAFE SITE.. CONSTRUCTION WORK MAY NOT DISRUPT BUSINESS FUNCTION. LOUD WORK, AND OR WORK CREATING VIBRATIONS SHOULD BE MINIMIZED.. CONTRACTOR TO ERECT A CHAIN LINK, CONSTRUCTION SAFETY FENCE. MAINTAIN A MINIMUM OF 5' CLEAR WIDTH TO ACCOMMODATE BUSINESS OPERATIONS. SYMBOL LEGEND PROPOSED STREET VIEW DWG SHEET DWG SHEET DWG SHEET ELEVATION TAG SECTION TAG SITE LOCATION MAP THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED EITHER BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL APPLICABLE PARISH REQUIREMENTS. --I WILL SUPERVISE THE WORK-I HAVE RESEARCHED THE AND RELATED CONSTRUCTION CODES OF THE LOUISIANA STATE UNIFORM CODE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE DRAWINGS ARE IN COMPLICANCE THEREWITH. --I TAKE FULL RESPONSIBILITY FOR THE CONTENTS OF THESE PLANS-- 9. CONTRACTOR PARKING TO BE COORDINATE WITH BUSINESS. E /5/05 3:30:3 PM MISSISSIPPI RIVER IN 8. CONTRACTOR TO PROVIDE PROTECTION OF ALL, ADJACENT SITE CONDITIONS AND STRUCTURES TO REMAIN THROUGHOUT CONSTRUCTION. RL 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, MEET U.L. REQUIREMENTS, HAVE U.L. SEAL OF APPROVAL, AND SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER S INSTRUCTIONS AND/OR RECOMMENDATIONS UNLESS INDICATED OTHERWISE IN THE DRAWINGS AND SPECIFICATIONS. AI DHO NORCO RO AD GOO. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, OPENINGS AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER BEFORE STARTING ANY CONSTRUCTION RELATED TO SAID WORK AND/OR EQUIPMENT. IL PE APP AD RA EET 5. THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE OWNER, ARCHITECT AND/OR ENGINEER. RO STR IL TRE RA LE S 4. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ORDERING, FABRICATION AND INSTALLATION FOR ANY EQUIPMENT, MATERIALS, ASSEMBLIES, ETC. ET 3. ALL WORK AND EQUIPMENT SHALL BE CLEANED PRIOR TO BEING TURNED OVER TO THE OWNER. ENLARGED DETAIL CALLOUT TAG JOHN E, CAMPO, ARCHITECT LOUISIANA REGISTRATION 303 A0 CD REVIEW SET NOT FOR CONSTRUCTION CD DATE: -5-5

2 APPLE STREET SAW CUT INLINE WITH FACE OF REMOVE CURB ST. CHARLES STREET 05 Ducayet Dr. VEHICAL LIGHT POLE TO REMAIN OVERHEAD LIGHT CABLE REMOVE BOLLARDS 5'-0" PAVING TO REMAIN SUB SURFACE DRAINAGE REMOVE BUSINESS SIGNS, INCLUDING FOUNDATIONS, RIVER ROAD REMOVE ALL CONCRET BUMPERS AND SAVE FOR RE-USE CATCH BASIN EDGE OF ROADWAY REMOVE CURB SAW CUT ALONG CATCH BASIN BLOCK "A" BLOCK "B" SITE DEMOLISION PLAN /8" = '-0" ST. CHARLES STREET BLOCK "A" BLOCK "B" PARKING TO REMAIN CATCH BASIN SUBWAY TO REMAIN CLUB 99 REMOVE BUSINESS SIGNS, INCLUDING FOUNDATIONS, 5'-0" PAVING TO REMAIN REMOVE CURB SUB SURFACE DRAINAGE EDGE OF ROADWAY SAW CUT INLINE WITH FACE OF SITE DEMOLISION PLAN - Dependent /8" = '-0" CATCH BASIN RIVER ROAD REMOVE ALL CONCRET BUMPERS AND SAVE FOR RE-USE SAW CUT ALONG REMOVE BUSINESS SIGNS, INCLUDING FOUNDATIONS, CATCH BASIN SAW CUT INLINE WITH FACE OF SAW CUT INLINE WITH FACE OF SITE DEMOLITION PLAN /5/05 3:30:37 PM A0 CD DATE: -5-5

3 Apple Street A03 DUMPSTER BIN 05 Ducayet Dr. C.B. SITE PLAN KEY " = 30'-0" River Road DN Apple Street C.B. BOLLARDS STREET LIGHT POLE OVERHEAD STOP LIGHT WIRE TILE TO REMAIN 9' - 8" 4' - 0" 4' - 7 7/8" ' - 4" 8" BLOCK "A" PLAN /8" = '-0" PLANTING BED, ANTIQUE LIGHT POLE, SEE 4 / ANTIQUE BUSINESS SIGNS, SEE 5 / POWER POLE 3 8' - 4" EDGE OF ASPHALT PAVING SUB-SURFACE DRAINAGE ' - 0" ' - 0" 8' - 3/4" 5' - 4 /4" 4' - " CONT. PAVER / 0' - 4" NEW PAVER WALKWAY BOARDER 48" 8" NEW ASPHAULT PAVING C.B. 4" STEP 8' - " 4 8' - " 8" EDGE OF ROADWAY 0' - 4" 0' - 4" 4" STEP BUSINESS SIGN 5 / 4" PAINTED PARKING STRIPES, C.B. 4 / PAINT & RESET BUMPERS, PROPOSED PLAN BLOCK "A" A03 /5/05 3:30:38 PM CD DATE: -5-5

4 Apple Street DUMPSTER BIN A04 05 Ducayet Dr. DN SITE PLAN KEY. " = 30'-0" River Road DUMPSTER BIN +/- 5' - " ' - 0" ' - 0" 8' - 4" NEW PAVER WALKWAY 5' - 0" PLANTING BED 4 / NEW CANVAS AWNING C.B. 5 8' - " ROADWAY EDGE SUB SURFACE DRAINAGE GRAVEL SUBWAY CLUB 99 4 Sim NEW ASPHAULT PAVING 0' - " 4 / ' - 0" 9' - " ' - 3" 7' - 4 /8" ' - /4" ' - 0" 7' - 5/8" 8' - 0" ' - 5" ' PARKING BUMPERS NEW BUSINESS SIGNS C.B. ' - /" 3' - " PLANTING BED, 4" PAINTED PARKING STRIPES, 7" STEP ' - /" NEW BUSINESS SIGN EDGE OF ASPHALT PAVING 3' - " 3" DAY SPA 7' - 3/4" ' - 0" 7' - 0" +/- 7' - 7/8" 5' - 0" 8" PAINT & RESET BUMPERS, 0' - " 8' - " BUMPERS PROPOSED PLAN BLOCK "B" A04 /5/05 3:30:39 PM 7 C.B. BLOCK "B" PLAN /8" = '-0" RIVER ROAD CD DATE: -5-5

5 RAISED PLANTER WALL ' - 4" BASKET WEAVE PAVER PATTERN OVER " SAND SETTING BED, & 4" GRAVEL BASE NEW BUSINESS SIGN SEE: 5 / PRE-CAST CAP ' - 4" ' - 0" 4" ASPHAULT PAVING OVER 4" GRAVEL BASE ENLARGED STAIR "A" PLAN /" = '-0" ' - 0" 0' - 4" CONT. BOARDER PAVERS ' - 0" TOP OF PLANTER ' - 4" 0' - 8" ' - 0" ' - /" 0' - 3/4" RAISED PLANTER WALL BASKET WEAVE PAVER PATTERN OVER " SAND SETTING BED, & 4" GRAVEL BASE CONT. BOARDER PAVERS PLANTING ' - 0" 0' - /4" ' - 0" 4" ASPHAULT PAVING OVER 4" GRAVEL BASE 4" PAINTED PARKING STRIPES, 8" 3" PAINT & RESET BUMPERS, PRE-CAST CAP ' - /" ' - 0" ' - 0" NEW BUSINESS SIGN SEE: 5 / 0' - 3/4" 3 LIGHT POST 4 / 5 Sim 3" 8" 8" 05 Ducayet Dr. ENLARGED STAIR "B" PLAN /" = '-0" ' - 4" OVER " SAND BED 4X8X CMU OVER " SAND BED OVER " SAND BED SLIGHT SLOPE 4X8X CMU PLANTING ASPHAULT PAVING () 4 RODS CONT. 3 4" O.C. REUSED PARKING BUMPER 3 SIDE WALK SECTION 4 3/4" = '-0" 3/4" = '-0" SLIGHT SLOPE SIDE WALK SECTION 4 3/4" = '-0" 8X8 4X8X 3 4" O.C. 8" 3" 3 /" " PLANTING 4X8X CMU 4X4X ' - 0" 3 4" O.C. () 4 RODS CONT. ASPHAULT PAVING REUSED PARKING BUMPER 5 PLANTING ' - 4" 3' - 0" SLIGHT SLOPE OVER " SAND BED SLIGHT SLOPE 8" " SIDE WALK SECTION SIDE WALK SECTION 3 3/4" = '-0" ' - 4" 4" ASPHAULT PAVING () 4 RODS CONT. 30X30 PRE-CAST TOP " " 3 4" O.C. RUNNING BOND 4" ASPHAULT PAVING 3 4" O.C. () 4 RODS CONT. REUSED PARKING BUMPER ENLARGED PLANS & SECTIONS /5/05 3:30:4 PM CD DATE: -5-5

6 30X30 ( PEICE) PRE-CAST WALL CAP, 5/8" THICK W/TH 3/4" OVERHANG ' - 4" 0' EXTRUDED ALUMINUM LIGHT/SIGNAGE POST, SEE 4 / 3" 4X8X CMU ' - 0" PAVER WALKWAY 3" 4X8X CMU " ANTIQUE SIGN BRACKET ' - " 4' - 3 /" BUSINESS SIGN 3' - 0" SOLDIER BORDER 90 DEGREE HERRINGBONE PATTERN 05 Ducayet Dr. 3 4" O.C. SECTION STAIR "A" 3/4" = '-0" 8' - 5/8" " " " " () 4 RODS CONT. 8' - 0 /8" 0' EXTRUDED ALUMINUM POLE 4 light pole 5 sign pole elevation PAVER PATTERN /" = '-0" /" = '-0" /" = '-0" EDGE RESTRAINT OVER /" SAND 4" RAISED WALK /" HIGH 4" WIDE CURB 3" HIGH " DIA. SCHEDULE 40, STL. PIPE HAND RAIL STRUCTURE SLIGHT SLOPE NEW CANVAS AWNING 4" ASPHAULT PAVING ' - " 3 /" " SECTION STAIR "A" 3/4" = '-0" OVER /" SAND 4" RAISED WALK SLIGHT SLOPE ' - 4" 3' - 0" ' - 4" 0' - 0" ' - 0" 0' - 0" /8" ' - 0" () 4 RODS CONT. () 4 RODS CONT. 3 4" O.C. 3" HIGH " DIA. SCHEDULE 40 STL. PIPE HAND RAIL " 3 /" ' - 0" 3' - 0" 4" ASPHAULT PAVING 3 4" O.C. 7 REVISED ELEVATION - SUBWAY 3/" = '-0" 8' - 4" SECTIONS & ELEVATIONS /5/05 3:30:4 PM 3 SECTION STAIR "C" 3/4" = '-0" CD DATE: -5-5