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Project Notes & Legend.C1.0 GENERAL NOTES 1. BASE MAH'PING PREPARED BY CLOUGH HARBOUR AND ASSOCIATES, LLP FROM A JULY 8, 2005 FIELD 35. ALL ROADS SHALL BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES. CLEAN AND SWEEP FACILITIES PLAN :- DE.��I(�ENa' c ENGINEERING SURVEY. ELEVATIONS REFERRED TO U.S.G.S. DATUM. ALL EXISTING AND NEW PAVEMENTS AND/OR LANES AS PART OF THIS PROJECT PRIOR TO 2. CONTOUR INTERVAL IS ONE (1.0) FOOT. CONTOURS ARE INTERPOLATIONS OF EXISTING GROUND SPOT OPENING TO TRAFFIC AND AT THE END OF THE DAY FOR EACH CONSTRUCTION ACTIVITY. LEGUND- 3. 200 WILMOT ROADI ELEVATIONS AND ARE CONSIDERED APPROXIMATE ONLY. 36. MATERIALS, EQUIPMENT AND VEHICLES ARE NOT TO BE STORED OR PARKED WITHIN ANY -- DEERFIELD, IL 60015-4616 HIGHWAY RIGHT-OF-WAY. � --------LOCATION OF UNDERGROUND FACILITIES TAKEN BY FIELD MEASUREMENT WHERE PRACTICABLE, NOTE: U' d.�' -;;JRIZtD ALTE ATi0I,1 O, ADDI-iiO- TO E. TH OTHERWISE TAKEN FROM VARIOUS OTHER SOURCES AND ARE APPROXIMATE ONLY. 37. CONTRACTOR SHALL CONTACT UTILITY COMPANY FOR STABILIZATION OF UTILITY POLES WHERE DOCUMENT I A' VIOLATION OF SECTION 72gg NECESSARY. 4. THE PLANS SHOW KNOWN SUBSURFACE STRUCTURES, ABOVE-GROUND STRUCTURES AND/OR EXISTING SUBDIVISION 2 OF THE NE YORK STATE FD1C , / PROPOSED � _.ATI01-i UTILITIES BELIEVED TO EXIST IN THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE 38. THE CONTRACTOR SHALL STABILIZE OR REMOVE ALL DEBRIS AND MATERIALS FROM DRIVE LAB, LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN AISLES AND VEHICULAR AND PEDESTRIAN TRAFFIC WAYS AT THE END OF EACH WORK DAY. APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA -- -10" D-- - 39. FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE SANITARY SEWER. FLOOR STORM SEWER ST DESIGNED BY; MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS RESPONSIBILITY �-- TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL, OR DRAINS DO NOT INCLUDE FOUNDATION/FOOTER DRAINS. NOTE: ALL DISCHARGES TO THE BLAST, CALL U.F.P.O. 1(800)962-7962 TOLL FREE. SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL SEWER USE LAW. -- --10 s - - SANITARY SEWER S 5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, OF ANY CONDITIONS THAT 40- CONTRACTOR MUST MAINTAIN SAFE AND CONTINUOUS ACCESS TO EXISTING COMMERCIAL - - " - - WATER LINE VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLAZA FOR EMPLOYEES, PUBLIC AND EMERGENCY VEHICLES THROUGHOUT CONSTRUCTION. W PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ENGINEER. ©2005 - - - - 6. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND OTHER PUBLIC OR c GAS LINE G CLOUGH HARBOUR & ASSOCIATES LLPUNDERGROUND ELECTRIC PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING CRITERIA NOTES FOLLOWING NOTES REFER TO WALGREENS CRITERIA E - - UNDERGROUND ELECTRIC 441 South Salina Street, Syracuse, NY 13202-4712 DISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL DRAWINGS AND ARE SHOWN FOR REFERENCE Main:(315)471-3920 • wwrw.clou hharbour Y. UNDERGROUND TELEPHONE FOR: s °�°"' BE REPLACED AT THE CONTRACTOR'S EXPENSE. - - T - - UNDERGROUND TELEPHONE 7. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION HOL /�ROPEf�'TYGi4c�lJP, LLG 1. EXTERIOR CONCRETE IN FREEZER/THAW CLIMATES SHALL HAVE AIR ENTRAINMENT. SEE SPECIFICATION - - ---_ J DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE FOR RECOMMENDATIONS. - CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. 1' CONTOUR LINE -.-.-25 2. EXTERIOR CONCRETE SHALL RECEIVE BROOM FINISH FOR SUP RESISTANCE. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS. PRIOR TO 3, DETENTION OF STORM WATER ON PARKING LOT SURFACE IS NOT ALLOWED. REQUIRED STORM WATER 1zo.5 OR x f 120.5 COMMENCING CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DETENTION VOLUME TO BE OFF THE PARKING SURFACE, IN ADJACENT LANDSCAPED AREA, OR SPOT ELEVATI QN 120.5 ANY ERRORS OR DISCREPANCIES. UNDERGROUND. DOWNSPOUTS TO BE PIPED TO STORM SEWER. RETENTION PONDS ARE TO BE IN 9. CONTRACTOR SHALL MAINTAIN FLOW FOR ALL EXISTING UTILITIES, CULVERTS, AND DITCHES. BACK OF THE BUILDING WITH CHAIN LINK FENCING (PROVIDE 4' LOCKABLE GATE FOR MAINTENANCE ACCESS). CONSULT THE WALGREENS PROJECT ARCHITECT FOR ANY EXCEPTIONS. RETENTION AND - R.O.W. 10. BEFORE CONSTRUCTING LINES TO CONNECT TO EXISTING UTILITIES OR UTILITIES INSTALLED UNDER OTHER DETENTION PONDS IN FRONT OF STORE WILL REQUIRE AN ORNAMENTAL PROTECTION FENCE ENCLOSURi CONTRACTS, VERIFY EXISTING UTILITY INVERTS AND NOTIFY ENGINEER IF ANY VARIATION FROM THE PLANS IS REQUIRED. 4. 6" MAXIMUM CURB HEIGHT AT PEDESTRIAN WALK. - - PROPERTY LINE a _ 11. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE. 5. PROVIDE SAFE BARRIER TO PEDESTRIANS AND VEHICLES AT ALL GRADE CHANGES, INCLUDING, RETAINING PERMANENT EASEMENT WALLS, RETENTION PONDS, SWALES, CULVERTS, ETC. 12. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN OPERATING CONSTRUCTION EQUIPMENT OVER NEW TEMPORARY CONSTRUCTION EASEMENT UTILITY TRENCHES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING A MINIMUM OF TWO FEET OF 6. ALL BOLLARDS AND CONCRETE BASES FOR SITE LIGHTING SHALL BE SMOOTH AND FREE OF VOIDS AND COVER OVER UTILITY LINES PRIOR TO OPERATION OF TRACKED VEHICLES. LUMPS. BOLLARDS ARE TO RECEIVE POLYETHYLENE COVERS (SEE BOLLARD DETAILS ON C4.1); SITE LIGHTING BASE TO BE PAINTED YELLOW WHEN POLES ARE LOCATED IN THE PAVEMENT AREA. CROWN TOP REMOVE EX STRUCTURE 13. THE CONTRACTOR SHALL IMPLEMENT ALL EROSION CONTROL MEASURES IN STRICT ACCORDANCE WITH OF BASE TO SHED WATER. THE PLAN AND SCHEDULE SET OUT IN THESE PLANS AND THE DESIGN SPECIFICATIONS. ANY FINES SAWCUT PAVEMENT �. LEVIED AGAINST THE OWNER AS A DIRECT RESULT OF THE CONTRACTORS FAILURE TO COMPLY WITH THE 7. PROVIDE TERMITE SOIL TREATMENT IN AREAS SUSCEPTIBLE TO PESTS. EROSION CONTROL MEASURES IDENTIFIED IN THESE PLANS AND THE SPECIFICATIONS SHALL BE PAID BY THE CONTRACTOR. 8. ALL PAVEMENT TO BE NEW. °cB CATCH BASIN 14. THE CONTRACTOR SHALL: 9, GRANITE OR CONTINUOUS PRE-CAST CONCRETE CURBS (BACK-POURED WITH CONCRETE AND DOWELED O MANHOLE O A. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE OWNER TOGETHER ARE ACCEPTABLE ALTERNATIVES IN SPECIFIC GEOGRAPHIC AREAS. SEE WALGREENS PROJEC AND ENGINEER OF ANY DISCREPANCIES. ARCHITECT FOR APPROVAL. SURFACE APPLIED EXTRUDED CONCRETE CURBS, AND BITUMINOUS CURBS B. NOTIFY UFPO FOR UTILITY MARK-OUT AT LEAST TWO DAYS PRIOR TO BEGINNING ARE NOT ACCEPTABLE. HYDRANT CONSTRUCTION. C. EXAMIIJE THE SITE AND INCLUDE IN THE WORK THE EFFECT OF ALL EXISTING CONDITIONS ON THE 10. WHEEL STOPS ARE UNACCEPTABLE EXCEPT WHEN PARKING IS AGAINST THE BUILDING. " WATER/GAS VALVE WORK- D. PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN ACCORDA'. E WITH 11. ALL SELECT COMPACT FILL TO BE COMPACTED 95% (OPTIMUM) MODIFIED PROCTOR. --m RECOr,NIZED GOOD STANDARD PRACTICE. WATER SERVICE E. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM ;. RK DONE --E 12. BOLLARDS, GUARDRAILS TO D.O.T SPECS, HANDRAILS, RETAINING WALLS, TRAFFIC CONTROL SIGNS, CONTPACTOR ON SITE. CURBING AND PAVEMENT STRIPING ARE EXPECTED TO BE INTEGRATED INTO THE SITE DEVELOPMENT, A i UTILITY POLE 15. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LC AL REQUIRED, FOR SAFE ACCESSIBILITY WITHIN THE SITE. TRAFFIC CONTROL SIGNS TO BE ON METAL CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS. STANDARDS SET IN CONCRETE BASES. SIGN 13. ON-SITE DEVELOPMENT AND AREAS ADJACENT TO PROPERTY SUCH AS SIDEWALKS, PARKWAYS, STREET 16. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON THIS PROJECT AT ANY TIME TO CURBS, AND DRIVE APRONS ARE EXPECTED TO BE NEW CONSTRUCTION OR REPAIRED TO "AS NEW" DETERMINE THE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OF THIS TELEPHONE PEDESTAL 0 ' PROJECT, AS INDICATED AND INTENDED BY THE ENGINEER. CONDITION ACCEPTABLE TO WALGREENS. ALL SIDEWALKS TO BE CONCRETE UNLESS OTHERWISE APPROVED BY A WALGREENS PROJECT ARCHITECT. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF AL_ IRON ROD, PIN, OR PIPE REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL COMPLY NTH ALL REQUIRED - WHEN WATER SERVICE IS INSTALLED, PRESSURE TEST MUST BE CONDUCTED BY CONTRACTOR AND PERMITS. OBSERVED BY LOCAL WATER AUTHORITY AT CONTRACTOR'S EXPENSE. BACTERIAL TESTING MUST ALSO 13E CONCRETE MONUMENT x COMPLETED BY CONTRACTOR AT CONTRACTOR'S EXPENSE PER LOCAL WATER AUTHORITY STANDARDS. CONCRETE CURB - - 18. ALL PROPOSED UTILITIES AND APPURTENANCES TO BE CONSTRUCTED IN COMPLIANCE +NTH THE LOCAL ® RIGHT-OF-WAY MONUMENT 1 MUNICIPALITIES' CODES AND REGULATIONS GOVERNING THE INSTALLATION OF SUCH UTILITIES. ACCESSIBLE PARKING DESIGN TO MEET ALL GOVERNING CODES. QUANTITY AS REQUIRED BY A.D.A. ASPHALT PAVEMENT ACCESSIBLE PARKING SPACES AND THEIR ACCESS AISLES SHALL BE 1-1/2% (2% MAX) SLOPE IN ALL 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING EXPLORATORY TEST PITS AS REQUIRED TO DIRECTIONS. • DIVERSION BOX ■ DETERMINE UNDERGROUND CONDITIONS. THE CONTRACTOR SHALL CONDUCT TEST PITS AS REQUIRED FOR PERFORMANCE OF WORK AT THE CONTRACTOR'S EXPENSE. -[ TEST PIT 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR SHALL BORING y a SOIL BORING TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED-UP RECORD DRAWINGS FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES, AND INVERTS. RECORD DRAWINGS SHOWING ALL UNDERGROUND UTIUTIES INSTALLED OR ENCOUNTERED SHALL BE REVIEWED By THE ENGINEER. THE CONTRACTOR SHALL PROVIDE ANY CORRECTIONS OR ADMISSIONS TO --IE TREES, SHRUBS, BUSHES SEE LANDSCAPE PLAN FOR SCHEDULE SATISFACTION OF THE ENGINEER BEFORE UTILITIES WILL BE ACCEPTED. 0 21. CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO ANY UTILITIES, ESPECIALLY WHEN OPERATING EQUIPMENT NEAR UTILITY LINES. DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4 DETAIL IDENTIFICATION PLAN SHEETS 22. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORD `,- WITH TI-= C4.3 SHEET NO. WHERE DETAIL IS SHOW?, AND ENGINEER AND THE UTILITY OWNER. NOTIFY THE ENGINEER AND THE UTILITY OWNER 72 - _ -RS BEF'-=- DETAIL SHEETS =103=-02-09 NSD SITE PLAN REVISIONS EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. CONTRACTOR SHALL BE =-)UIRED NOTIFY PROPERTY OWNER, IN WRITING, 72 HOURS IN ADVANCE OF ANY INTERRUPTION 7LITY -- __- SERVICES. 2 04-15-09 NSD SITE PLAN REVISIONS 3 07-15-09 AMF SITE PLAN REVISIONS -+ 23. ALL FRAMES/COVERS, CASTINGS, VALVE BOXES, ETC. WITHIN PAVED AREAS SHALL HAVE --E TOPS SILT FENCE a o fl ❑ �_-� 4 09-15-09 AMF SITE PLAN REVISIONS 1/4" BELOW THE FINAL PAVEMENT GRADE. IN LANDSCAPED AREAS, ALL FRAMES SHALL BE 0.1' ABC �- GRADE. 5 10-20-09 AMF SITE PLAN REVISIONS 24. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORD - NO. DATE BY DESCRIPTION CONST WITH THE LATEST REVISIONS OF NEW PORK STATE INDUSTRIAL CODE RULE 23 AND OSHA REGULATIC', ABBREVIATIONS/ACRONYMS REVISIONS CERTIFICATION AND SEAL FOR CONSTRUCTION. SHEET PILING SHALL BE DESIGNED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE BEC BACK EDGE OF CURB MH MANHOLE DRAINAGE DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN OF NEj DESIGNED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL BM BENCH MARK MPT MAINTENANCE & PROTECTION OF TRAFFIC MAINTAIN EXISTING SITE DRAINAGE PATTERNS THROUGHOUT CONSTRUCTION. BC BOTTOM OF CURB M.U.T.C.D. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES 26. ALL SITE FILL SHALL BE IN ACCORDANCE WITH SPECIFICATIONS UNLESS NOTED OTHERWISE. CB CATCH BASIN R ROAD GRADE c� 27. ALL BACKFLL USED IN TRENCHES EXCAVATED IN EXISTING ROADWAYS SHALL BE CRUSHED STONE A', CMP CORRUGATED METAL PIPE Ex�g�9,oaI PLACED IN MAXIMUM 8-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR R.O.W. RIGHT-OF-WAY i BETWEEN L;FTS. C.O. CLEANOU T do SRL SET BACK LINE � ���OFESSIC�L� v 28. WHEN BACKFILLING AROUND PROPOSED OR EXISTING STRUCTURES, MATERIAL SHALL BE PLACED IN CONC. CONCRETE I MAXIMUM 8-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. STA. STATION 29. PERMANENT OR TEMPORARY PAVEMENT SHALL BE PLACED WITHIN 48 HOURS OF THE COMPLETION OF GL GUTTER LINE TC TOP OF CURB WALGREENS STORE No. 1133 BACKFILL C?ERATIONS WITHIN THE PAVEMENT AREAS. GV GAS VALVE �+C , - TEL. TELEPHONE PROPOSED � �� , EZ 30. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN AREAS IN ACCORDANCE WITH THE MOST RECENT NYSDC- HDPE HIGH DENSITY POLYETHYLENE � NORTHWA'Y° PLAZA S. o "MANUAL 0: UNIFORM TRAFFIC CONTROL DEVICES," AND SECTION 619 OF NYSDOT'S STANDARD TOP OF FRAME w SPECIFICATIONS AND SUPPLEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK. TOWN OF C €EENSSURYHYD. HYDRANT WARREN COUNTY NEW PORK o LANE CLOSURES, AND DISRUPTIONS WITH THE OWNER AND OTHER GOVERNING OR APPLICABLE AGENCIES. U.F.P.O. UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION z 31. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL, RESIDENTIAL, AND PUBLIC PROPERTIES INV. INVERT U.N.O. UNLESS NOTED OTHERWISE -� co 6I WHENEVER POSSIBLE OR AS DIRECTED BY THE ENGINEER. ALL DRIVEWAYS AND SIDE STREETS SHALL BE LA LANDSCAPED AREA UT1L. UTILITY PROJECT N TES E "�® D MADE ACCESSIBLE BY CONTRACTOR AT THE END OF EACH DAY'S WORK. LF LINEAR FEET 32. ALL EXCAVF,TIONS SHALL BE BACKFILLED TO EXISTING GRADE AT THE END OF EACH WORK DAY. WV WATER VALVE CADD PLOT: SCALE: N.T.S. � DRAWING ��lO 33. THE CONTRACTOR IS TO EXERCISE ALL POSSIBLE CAUTION WHILE WORKING IN THE VICINITY OF EXISTING TiPEES. ANY DAMAGE TO TREES DURING CONSTRUCTION ACTIVITIES IS THE RESPONSIBILITY OF DRAWN BY. I- THE CONTRACTOR. co VOID PLOT: _ NSD Iy { `° 34. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, - DATE: 12/02/2008 i3j- - BLOCKING, -RIMMING, ETC., SHALL BE PERFORMED BY THE CONTRACTOR TO MAKE THE WORK RELEASED TO COMPLETE. CONSTRUCTION REVIEWED BY: JFT -- - - -- -- ------ LOF 28 DWGS. j