Loading...
HomeMy WebLinkAbout12M.E, u r f7,032 J itr 1. REMOVAL OF EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. TME MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL 1. THE CONTRACTOR(S) SMALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO TME START OF CONSTRUCTION. THE CONTRACTOR SMALL BE 1. THE CONTRACTOR SMALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR t0 START OF CONSTRUCTION. THE CONTRACTOR SMALL BE RESPONSIBLE FOR MANNER PER FEDERAL, STATE, COUNTY, CITY, AND OR LOCAL LAWS AND ORDINANCES. RESPONSIBLE FOR ELEVATIONS AND DIMENSIONS THROUGHOUT THE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND TO EXIST BETWEEN THE ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR(S) MUST CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTION BEFORE LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SMALL CONTACT THE PROJECT MANAGER IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE 2. CONTRACTOR MUST BE AWARE THAT UNKNOWN EXISTING CONDITIONS MAY BE FOUND DURING EXCAVATION. PROPER CARE MUST BE USED t0 ADDRESS UNEXPECTED PROCEEDING. SURVEY PLAN OR ACTUAL FIELD CONDITIONS, THE CONTRACTOR SMALL CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTIONS. CONDITIONS AND UTILITIES. IT SMALL BE THE CONTRACTORS RESPONSIBILITY t0 CONSULT A SOILS ENGINEER FOR RECOMMENDATIONS AND TO CONSULT WITH THE PROJECT MANAGER IMMEDIATELY IF UNFORESEEN CONDITIONS ARE ENCOUNTERED ON SITE. 2. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. SITE CONTRACTOR(S) SMALL MATCH EXISTING GRADE AND ALIGNMENT OF CURBS WHERE NEW 2. ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE CONSTRUCTION ABUTS EXISTING S1TE CONDITIONS. EXISTING UTILITIES ARE TME RESPONSIBILITY OF THE CONTRACTOR AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE LOCAL UTILITY COMPANY OR BY A 3. THE CONTRACTOR SMALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN TME FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SMALL BE RESPONSIBLE FOR PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO TME START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR 3. SITE CONTRACTOR(S) MUST PROVIDE At THE CONTRACTOR'S EXPENSE, ALL NECESSARY VEHICULAR AND PEDESTRIAN CONTROL DEVICES. TEMPORARY VEHICULAR AND CONTRACTORS, OR AGENCIES, WHICHEVER UTILITY COMPANY OR AGENCIES, THAT HAS JURISDICTION, 50 NOT TO CAUSE DAMAGE. LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SMALL CONTACT THE PROJECT MANAGER IMMEDIATELY. PEDESTRIAN TRAFFIC CONTROL DEVICES AND METHODS USED DURING CONSTRUCTION MUST CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL STANDARDS. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR t0 NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENT 72 HOURS BEFORE CONSTRUCTION IS TO START t0 VERIFY COA R G MUST MEET MINIMAL REQUIREMENTS FOR EMERGENCY VEHICLE ACCESS ON SITE DURING CONSTRUCTION AS DETERMINED BY LOCAL AND/OR STATE ANY UTILITIES T14AT MAY BE PRESENT ON THE SITE. ALL VERIFICATIONS, LOCATIONS, SIZE, AND DEPTHS SMALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES 4. ALL CONTRACTORS, BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS, MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING CODES AND ANDDREGULATIONS. THIS MUST INCLUDE PROVISIONS FOR UNINTERRUPTED ACCESS ALL TIME, THROUGH TEMPORARY MEANS, TO EACH BUILDING DOORWAY. OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, TMf CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE LOCATED EITHER BY TME REPRESENTATIVE OF TME LOCAL UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR t0 THE START OF EXCAVATING. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.5.14.A. STANDARDS FOR WORKER SAFETY. UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING TME EXCAVATION. VERIFY MINIMUM COVER REQUIREMENTS BY CONTACTING ALL UTILITY COMPANIES AND AGENCIES, THAT NAVE JURISDICTION, 50 NOT TO CAUSE DAMAGE. 5. EXPANSION JOINTS SMALL BE REQUIRED AT ALL CONDITIONS WHERE PAVEMENT IS DIRECTLY ADJACENT TO EXISTING PAVEMENT OR STRUCTURES. INCLUDING, BUT NOT 4. HEAVY CONSTRUCTION EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF TME SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. RS 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENT 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY LIMITED T0: WALKS, STOOPS, BUILDING WALLS, RETAINING WALLS, FOUNDATIONS, FOOTINGS, ACCESS DOORS,, FTC. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING TME ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. ANY UTILITIES THAT MAY BE PRESENT ON TME SITE. ALL VERIFICATIONS, LOCATIONS, SIZE, AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES 5. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE 6. ANY EXISTING VEGETATION ON OR ADJACENT TO THE PROJECT SITE THAT ARE DESIGNATED TO REMAIN SMALL BE PROTECTED FROM ANY AND ALL INJURY RESULTING REQUIREMENTS, WHICHEVER HAS JURISDICTION. UTILITY CAN BE PRESENT t0 INSTRUCT AND OBSERVE DURING TME EXCAVATION. FROM CONSTRUCTION TECHNIQUES AND/OR VEHICLES ON SITE. CONTRACTOR(S) MUST ESTABLISH A SUITABLE PERIMETER AROUND EACH SPECIMEN TO ENSURE THAT A 6. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL STATE COUNTY CITY OR LOCAL PROPER ROOT ZONE IS MAINTAINED. FENCING MATERIAL USED TO DESIGNATE PLANT PROTECTION AREAS MUST BE CONSPICUOUS AND CLEARLY VISIBLE THROUGHOUT 6. THE UTILITIES INDICATED ON THESE PLANS AND ON TME SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL TME EXISTING UTILITIES PRESENT ON AND AROUND THIS REQUIREMENTS, WHICHEVER HAS JURISDICTION. ' ' ' ' TME CONSTRUCTION SCHEDULE. EACH PROTECTION AREA SMALL CONTAIN PROPER SIGNAGE NOTIFYING WORKERS OF THE IMPORTANCE OF PREVENTING VEHICULAR SITE. TME LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY TME ENGINEER TRAFFIC FROM ENTERING THE PROTECTED ROOT ZONE(S). AND MAY NOT BE ACTUAL. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED, OR NOT 7. It IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL, AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED ORINDICATED ON THESE PLANS. F WIND BLOWN FROM tHf SITE ONTO OTHER TER SITES, RIGHTS OF WAY, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS, OR SIDEWALKS. THE 7'R E CONAGTOR 7. REMOVE ALL EXISTING TRASH, DEBRIS AND RUBBLE THROUGHOUT TNf SITE BEFORE TME COMPLETION OF TME CONSTRUCTION SEQUENCE. DISPOSAL OF SUCH MATERIAL MUST CLEAN R PICK UP DAILY IF NECESSARY. TME CONTRACTOR SHALL REDUCE TME ABORN DUST DURING TME ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE MUST BE DONE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL LAWS AND REGULATIONS. THE CONTRACTORS) SMALL BE RESPONSIBLE FOR DAILY 7. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES t0 REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR USED AS A REDUCER. INSPECTIONS OF THE PROJECT SITE AND ADJACENT PROPERTY(S) t0 DETECT AND REMOVE ANY MUD, GRAVEL, OR DEBRIS THAI NAVE BEEN TRACKED, DUMPED, OTHERWISE, IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR t0 VERIFY WITH EACH UTILITY COMPANY AND OR AGENT WHOM IS RESPONSIBLE t0 REMOVE, SPILLED OR WIND-BLOWN ONTO OTHER PROPERTIES INCLUDING, BUT NOT LIMITED TO: RIGHTS-OF-WAY, PUBLIC OR PRIVATE STREETS, AND ROADS, DRIVEWAYS, RELOCATE, AND/OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. It FURTHER SMALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES 8. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS YARDS AND/OR SIDEWALKS. ARE PLANNED AND MOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. SITE. THE LOCATIONS AND SIZES OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE ENGINEER 8. IT SMALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING t0 THE PHASE OF WORK. It SHALL ALSO S. ALL FILL AREAS SMALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557). AND MAY NOT BE ACTUAL. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED IMPLIED INDICATED ON THESE PLANS. ' OR NOT BE TME CONTRACTOR'S RESPONSIBILITY TO CONTACT TME OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON 9• ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.M.A. STANDARDS FOR WORKER SAFETY. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE, PUBLIC, OR THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. OTHERWISE. IT SHALL BE TME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT RESPONSIBLE TO REMOVE, RELOCATE, 10. IT SMALL BE TMIE RESPONSIBILITY OF THE CONTRACTOR 70 ADJUST ALL UTILITY COVERS, LIDS, AND ACCESS PANELS IN SUCH A MANNER AS t0 BE FLUSH WITH TME AND/OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SMALL BE THE CONTRACTORS' RESPONSIBILITY t0 VERIFY IF ANY FUTURE UTILITIES ARE PLANNED 9. IT 514ALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE WALKS AND CARE SHOULD BE TAKEN NOT TO DAMAGE THE UTILITY COVERSLIDS AND ACCESS PANELS DURING CONSTRUCTION. AND NOW IT MAY EFFECT T141S PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557) 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL UTILITY COVERS, LIDS, AND ACCESS PANELS IN SUCH A MANNER AS TO BE FLUSH WITH THE WALKS AND CARE SHOULD BE TAKEN NOT TO DAMAGE THE UTILITY COVERS, LIDS AND ACCESS PANELS DURING CONSTRUCTION. �+��'a- Existing Storm Sewer Existing Sanitary Sewer SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH, EXISTING VEGETATION TO BE REMOVED COMPLETELY SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6' OR Existing Contour THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. Existing Elevation JOINTS SHALL BE TOOLED OR SAWED To A DEPTH OF 1/4 THE SIDEWALK O SAWCUT EXISTING CURB 4 Caiuete Walk. See detail 1/R101. THICKNESS. 000.00 O EXISTING CONCRETE CURB TO BE REMOVED Proposed Finish Grades THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE 1/2" EXPANSION JOINT WITH PREMOLDED 000.00 TC Proposed Finish Grades REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH. O EXISTING HARDSCAPE TO REMAIN AND BE PROTECTED FROM ALL WORK s, 24• Asphalt Pavement. See detail 2/R101. FILLER RECESSED 1/2" FROM SURFACE. 000.00 GUT (TC -top of Casting/Curb; GUT-Gutter/Rim) SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN 3• TOP SOIL FILL RECESS WITH NON -SHRINKING ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. ALL-WEATHER SEALANT SONNEBORN SLI OR Existing Water Main O EXISTING TREE TO BE REMOVED COMPLETELY, INCLUDING STUMP 4 ROOT BALL ( \ PROJECT NO.: 7/25/13 .! .."••.' 2'RADIUS CHECKED BY: ZB O Expansion Joint. See detail 3/R101. 1/2' PLAN SIMILAR). Z =sting Trees N Cn OE EXISTING TREE TO REMAIN AND BE PROTECTED FROM ALL WORK o_ 3/4' in u)z 6'-0' BETWEEN Concrete Curb Gutter. 1/8'R (�% L.L_ PREMOLDED FILLER (E.G. FIBER BOARD) TRANSVERSE JOINTS W U 0 n� Q 48'-0' BETWEEN EXPANSION JOINTS (MAX.) w (L QILLI and (3 - TACK COAT F EXISTING LANDSCAPE TO REMAIN AND BE PROTECTED FROM ALL WORK•�•' _ •= ;�; ' LO See details 4/RI01 4 5/R101. O � LL. j U " ' ` .: •. r. •• :. a . V. OG EXISTING UTILITIES TO REMAIN AND BE PROTECTED FROM ALL WORK .;• COPM'B:D Nam .,J �. a• .. iA •' I .:..` 4 •.a •• ,'.:. .• • A.•• �• ...' • �• • �.•6 + OOO OOD O O O O O O O O 0 0AU USE =11 HR MAX OF CURB .•. ., "• - •'' 0 OO0 O e o OO O O O o 0 0 e OTOP 050' NOTES WYERACB IH CNCREE PAVEMENT SALL BE AR HPE •�,i-. ,:',' 0e 0 0 �O 0 0 O e 0 OsOeO O p e o 0p e0 0O• O 00 . o 0 e 0 00 o 0 O 0 0 00 e \ PROJECT NO.: 7/25/13 W DRAWN BY: CHECKED BY: ZB MK < ROUNDABOUT PLAN LU Z N Cn o_ �(L in u)z 6'-0' BETWEEN < "' (�% L.L_ o Z (L Q U TRANSVERSE JOINTS U 0 n� Q 48'-0' BETWEEN EXPANSION JOINTS (MAX.) w (L QILLI z CURE ALL EVOSFD SURFACES 0 20 40 I CONTR&'M ,ANTS SHALL BE M= OR SATED N OD HAISLY POURED WW TO A 1.5 165 lbs SYD HMA Surface IMAM DEPTH OF 1/2'. ( / ) ~ ' SCALE: 1" = 20' DAMPEN %MADE BEFORE NACNG 0111 TE canna JWM E"Y 5 10111 M ON TRANSVERSE EXPANSION JOINTS RADI oTHERINSE EVERY 10' IMAM. PAVEMENT BOTTOM OF CURB __�_ ___ ___ _ _ _ 1.5" (165 Ibs/SYD) HMA Intermediate r PREPARED SUBGRADE COMPACTED IN 3 (330 Ibs/SYD) HMA Base ACCORDANCE WITH SECTION 207.02 OF NO BAaff1LI.NG OR COMPACTION MAY OCCUR Ve FROM CURB tKM 5 RU DAYS HAVE CONTRACTION JOINTS ON RADII TRANSVERSE CONTRACTION JOINTS 8" #53 CRUSHED LIMESTONE AGG. BASE STANDARD INDOT SPECS. mlf%w PAO AFTER CN XM (5' MAX. SPACING) (10' MAX. SPACING) 4" COMPACTED GRAVEL BASE PREPARED SUBGRADE PER INDOT No. 207 CONCRETE CURB & GUTTER 5 95% COMPACTED SUBGRADENOTES: BROOM FINISH AND EDGED know what's.-- a R,o, CURB JOINT DETAIL R101 EXPANSION JOINT 3 NOT TO SCALE NOT TO SCALE R101 ASPHALT PAVEMENTK2 SIDEWALK DETAIL Call Wore YOU d I NOT TO SCALER101 NOT TO SCALE R101 DATE: 07.25.2013 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2013) f q 461 Schneider DATE: PROJECT NO.: 7/25/13 O DRAWN BY: CHECKED BY: ZB MK < ROUNDABOUT PLAN � SHEET NO.: LLIU cn �(L u)z a Z V__i (][ w � (�% L.L_ o Z (L Q U 1■ 1 U 0 n� Q -' w (L QILLI � U (3 < ILi LO LL4 O � LL. � 4 U DATE: PROJECT NO.: 7/25/13 4377.006 DRAWN BY: CHECKED BY: ZB MK SHEET TITLE: ROUNDABOUT PLAN DRAWING FILES: SHEET NO.: