Text · page 45 of 359
Read the whole document on one page (all 359 pages, each with its own heading)
NOT FOR CONSTRUCTION GENERAL NOTES UTILITY NOTES LEGEND 1. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE TO LOCATE UTILITIES OUTSIDE THE 1. CONTRACTOR SHALL COORDINATE INSTALLATION OF WATER MAIN / WATER SERVICE RIGHT-OF-WAY INCLUDING PRIVATE ROADS. WITH ERIE COUNTY WATER AUTHORITY AND THE ERIE COUNTY HEALTH DEPARTMENT EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION (ECDOH). NO WORK SHALL BEGIN ON THE WATER MAIN / WATER SERVICE WITHOUT 2. SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLIC ECWA AND ECDOH SIGNATURES ON THE UTILITY PLAN. ROADWAYS, DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINED FLOODZONE END SECTION 300 Pearl Street, Suite 130 THROUGHOUT THE CONSTRUCTION PERIOD. 2. CONTRACTOR SHALL COORDINATE INSTALLATION OF SANITARY MAIN / SANITARY SERVICE WITH ERIE COUNTY PURE WATERS (ECPW). NO WORK SHALL BEGIN ON THE ARCHAEOLOGICAL BUFFER CATCH BASIN Buffalo, NY 14202 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL MATERIALS, TOOLS AND 716-551-6281 SANITARY MAIN / SANITARY SERVICE WITHOUT ECPW SIGNATURE ON THE UTILITY PLAN. EQUIPMENT, INCLUDING SPECIAL CUTTING DEVICES, NECESSARY TO PERFORM THE TREE REMOVAL Y DRAIN BASIN WORK CONTAINED IN THIS CONTRACT. X X X X UTILITY REMOVAL C INLET MANHOLE labellapc.com 4. THE SIZES AND MATERIAL OF CONSTRUCTION OF WATER MAINS, SANITARY SEWERS AND STORM SEWERS TO REMAIN ARE REPUTED. THE CONTRACTOR SHALL VERIFY SIZES OF SAWCUT D D STORM MANHOLE ALL UTILITIES WHERE CONNECTIONS TO SAID EXISTING UTILITIES ARE REQUIRED. EXCAVATION TO VERIFY THESE UTILITIES SHALL BE MADE AT NO ADDITIONAL COST TO GRADING NOTES TREE PROTECTION S SANITARY MANHOLE THE OWNER. 1. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF OSHA, AND ANY OTHER AGENCY HAVING JURISDICTION WITH REGARD TO SAFETY PRECAUTIONS WITH CHAIN LINK FENCE S INLET DRYWELL 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE AMENITIES NOT DESIGNATED FOR REMOVAL. TRENCHING OPERATIONS. THE REQUIREMENTS SET FORTH HEREIN ARE INTENDED TO BOARD-ON-BOARD FENCE C0 CLEAN OUT SUPPLEMENT REQUIREMENTS ESTABLISHED BY THESE AGENCIES. IN THE CASE OF A 6. UNLESS OTHERWISE INDICATED ON THE PLANS OR DIRECTED BY THE CONFLICT BETWEEN REQUIREMENTS OF OTHER JURISDICTIONAL AGENCIES AND THESE GUARD RAIL DS DOWN SPOUT ARCHITECT/ENGINEER, THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING AND DOCUMENTS, THE MORE STRINGENT REQUIREMENT ON THE CONTRACTOR SHALL APPLY. PROTECTING FROM DAMAGE ALL TREES, SHRUBS AND PLANTS IN THE VICINITY OF THE 2. SHEETING, IF REQUIRED DURING CONSTRUCTION, IS CONSIDERED TO BE PART OF THIS TREE/VEGETATION LIMIT HYDRANT PROPOSED WORK. CONTRACT AND SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES DESIGNATED BLDG BUILDING/STRUCTURE VALVE TO REMAIN FOR THE DURATION OF THE CONTRACT. 3. ALL TRENCHES THROUGH PAVEMENT SHALL BE SAW CUT PRIOR TO EXCAVATION AND AGAIN PRIOR TO PAVEMENT RESTORATION. PROPERTY LINE FLOW ARROW 8. ANY SITE AMENITY, UTILITY, STREET APPURTENANCE, OR OTHER ITEM WHICH BECOMES EXP: EXP: DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR 4. CONTRACTOR SHALL ADJUST THE RIMS OF ALL MANHOLES, CATCH BASINS, VALVE EASEMENTS TELEPHONE LINE REPLACED IN-KIND BY THE CONTRACTOR AS DETERMINED BY THE PROJECT MANAGER BOXES AND OTHER UTILITY SITE STRUCTURES TO MEET FINISHED GRADE IN AREAS OR ARCHITECT/ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER. REQUIRING REPAVING OR REGRADING AS PART OF THE WORK, INCLUDING THOSE THAT RIGHT-OF-WAY OVERHEAD ELECTRIC CERTIFICATE OF AUTHORIZATION NUMBER: MAY NOT BE SHOWN ON THE PLANS. PROFESSIONAL ENGINEERING: 0021272 RETAINING WALL UE UE UNDERGROUND ELECTRIC LAND SURVEYING: 0021271 5. VOIDS LEFT BY UTILITY OR STRUCTURE REMOVAL OR GRUBBING OPERATIONS SHALL BE GEOLOGICAL: 0021659 BACKFILLED AND PROPERLY COMPACTED WITH STRUCTURAL FILL (NYSDOT ITEM 304.12) BOLLARD GAS LINE SURVEY NOTES IN AREAS UNDER AND WITHIN 5 FEET HORIZONTALLY OF ALL STRUCTURES, BUILDINGS AND PAVEMENTS. IN GRASSED AREAS, VOIDS LEFT SHALL BE FILLED AND PROPERLY FLAG FLAG POLE POLE SA SANITARY LINE COMPACTED WITH SUITABLE ON-SITE OR IMPORTED EARTHEN BACKFILL. ALL It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NO DISTURBED AREAS SHALL BE RESTORED. SIGN ST STORM LINE Sec. 7307, for any person, unless acting under the direction of a licensed ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TO architect, professional engineer, or land surveyor, to alter an item in any VERIFY EXISTING CONDITIONS. 6. THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS TO PREVENT THE INTRODUCTION DECIDUOUS TREE UD UD UD STORM UNDERDRAIN PIPE way. If an item bearing the seal of an architect, engineer, or land surveyor OF GROUNDWATER INTO THE TRENCHES/EXCAVATIONS. PROVIDE ALL EQUIPMENT is altered; the altering architect, engineer, or land surveyor shall affix to 2. THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY NECESSARY TO MAINTAIN THE GROUNDWATER LEVEL AS NECESSARY. CONIFEROUS TREE the item their seal and notation "altered by" followed by their signature and MARKERS AND RIGHT-OF-WAY MARKERS IN THE AREA OF CONSTRUCTION. FS WATER FIRE SERVICE LINE 7. THE CONTRACTOR SHALL PLACE AT MINIMUM 6 INCHES OF CLEANED SCREENED date of such alteration, and a specific description of the alteration. 3. ANY IRON PINS, MONUMENTS OR OTHER ITEMS DEFINING PROPERTY LINES WHICH ARE TREE STUMP W WATER LINE TOPSOIL IN ALL DISTURBED AREAS PRIOR TO SEEDING. DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE PROPERLY TIED AND ACCURATELY RESET BY A NYS LICENSED SURVEYOR UPON COMPLETION OF THE WORK. OUTLET PROTECTION 510 MAJOR CONTOUR © 2024 2026 LaBella Associates 4. HORIZONTAL DATUM BASED OFF NAD83. BIORETENTION 509 MINOR CONTOUR 5. VERTICAL BASED OFF OF NAVD88. EROSION AND SEDIMENT CONTROL NOTES BOLLARD LIGHT POLE ℄ OF DRAINAGE SWALE LIGHT POLE 1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NEW YORK EROSION FENCE DEMOLITION NOTES STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AND LOCAL GOVERNING SOIL AND WATER CONSERVATION AGENCY RECOMMENDATIONS AND SINGLE LIGHT POLE DOUBLE FLOW/SLOPE DIRECTION HOME LEASING STANDARDS. CONTRACTOR SHALL SUBMIT PROPOSED EROSION CONTROL PLAN 75 S CLINTON AVE SUITE 700, 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NO UTILITY POLE INCLUDING SEQUENCING OF WORK TO THE ENGINEER FOR REVIEW PRIOR TO START OF SILT SOCK INLET PROTECTION ROCHESTER, NEW YORK 14604 ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TO WORK. VERIFY EXISTING CONDITIONS AND DIMENSIONS. HH HANDHOLE SILT FENCE INLET PROTECTION 2. UTILIZE CONSTRUCTION METHODS/TECHNIQUES, WHICH WILL LIMIT THE EXPOSED 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFE EARTHEN AREAS AND MINIMIZE THE EFFECT OF EARTH DISTURBANCE ACTIVITIES ON SOIL E MANHOLE CHECK DAM NEW YORK AT 811 TO REQUEST UTILITY STAKEOUT OF ALL PUBLIC UTILITIES. EROSION. THE AREA OF DISTURBANCE SHALL BE LIMITED TO A MAXIMUM OF 5 ACRES 3. WORK ASSOCIATED WITH THIS CONTRACT WILL OCCUR AT AN ACTIVE AND FUNCTIONAL UNLESS OTHERWISE APPROVED BY THE ENGINEER. FACILITY. CONTRACTOR SHALL COORDINATE WITH THE OWNER TO MINIMIZE DISRUPTION 3. ALL SEDIMENTATION BARRIERS AND OTHER TEMPORARY OR PERMANENT MEASURES STABILIZED CONSTRUCTION ENTRANCE TO THE OPERATIONS OF THE FACILITY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. PLANS SHOW THE PROVIDE A SAFE WORK SITE AND TO PROTECT THE PUBLIC, VISITORS AND EMPLOYEES SUGGESTED MINIMUM MEASURES REQUIRED. FROM HARM AS A RESULT OF HIS CONSTRUCTION ACTIVITIES. 4. REMOVAL OF ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES 4. THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING ABOVE GROUND AND SHALL BE COMPLETED AT THE APPROVAL OF THE OWNER AND ENGINEER. THE COST OF BELOW GROUND UTILITIES, STRUCTURES, AND APPURTENANCES SHOWN ON THE PLANS REMOVING THESE MEASURES SHALL ALSO BE INCLUDED IN THE BID PRICE. ARE APPROXIMATE AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT HORIZONTAL AND VERTICAL LOCATION OF 5. FOR THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL PROTECT ALL ON-SITE, ALL UTILITIES, STRUCTURES, AND APPURTENANCES IN THE PATH OF AND ADJACENT TO ADJACENT AND/OR DOWNSTREAM STORM/SANITARY SEWERS, AND/OR OTHER WATER THE PROPOSED WORK. COURSES FROM CONTAMINATION BY WATER BORNE SILTS, SEDIMENTS, FUELS, SOLVENTS, LUBRICANTS OR OTHER POLLUTANTS ORIGINATING FROM ANY WORK DONE 5. SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLIC ON, OR IN SUPPORT OF THIS PROJECT. ROADWAYS, DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 6. DURING CONSTRUCTION NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO STORM/SANITARY SEWERS, DITCHES OR OTHER WATERS OF 6. CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES DESIGNATED TO REMAIN FOR THE DURATION OF THE CONTRACT. NEW YORK STATE, NOR SHALL WASHINGS FROM CONCRETE TRUCKS, MIXERS OR OTHER DEVICES BE ALLOWED TO ENTER ANY STORM/SANITARY SEWERS, DITCHES, RIVERS, OR DRAWING INDEX 7. THE CONTRACTOR SHALL NOTIFY THE LOCAL GOVERNMENT, LOCAL FIRE DEPARTMENT WATER COURSES. AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) 7. ALL EXCAVATED OR IMPORTED EARTHEN STOCKPILES SHALL BE SUITABLY STABILIZED C001 GENERAL NOTES, LEGEND, AND DRAWING INDEX AS NECESSARY AND SHALL OBTAIN ANY REQUIRED PERMITS PRIOR TO BEGINNING WORK. COPIES OF ANY REQUIRED PERMITS SHALL BE PROVIDED TO THE OWNER PRIOR AND PROTECTED BY SILT FENCE SO THAT IT CANNOT REASONABLY ENTER ANY WATER WEST SENECA APARTMENTS BODY, OR STORM OR SANITARY SEWER. TO BEGINNING THE WORK. C003 TOTAL LAND HOLDINGS 2544 CLINTON ST, 8. ALL METHODS AND EQUIPMENT PROPOSED BY THE CONTRACTOR TO ACCOMPLISH THE WEST SENECA, NY 14224 8. CONTRACTOR SHALL REMOVE FROM SITE, MATERIALS NOT INDICATED TO BE SALVAGED WORK FOR EROSION AND POLLUTION CONTROL SHALL BE SUBJECT TO APPROVAL OF INCLUDING ALL DEBRIS. ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF THE ENGINEER. C101 EXISTING CONDITIONS AND DEMOLITION PLAN CONTRACTOR WHO SHALL LEGALLY DISPOSE OF SAME. 9. THE CONTRACTOR SHALL BE REQUIRED TO TREAT TRAVELED AREAS TO CONTROL DUST. 9. ALL TREES, SHRUBS AND PLANTS DESIGNATED TO REMAIN AND DISTURBED BY CONSTRUCTION OPERATIONS, SHALL BE REPLACED IN-KIND AS DIRECTED BY THE WATER SHALL BE APPLIED TO SUCH TRAVELED AREAS AS THE ARCHITECT/ENGINEER OR C102 EXISTING CONDITIONS AND DEMOLITION PLAN OWNER'S DESIGNATED REPRESENTATIVE MAY DESIGNATE. THE NUMBER OF ARCHITECT/ENGINEER AND/OR OWNER'S DESIGNATED REPRESENTATIVE AT NO APPLICATIONS AND THE AMOUNT OF WATER SHALL BE BASED UPON FIELD AND ADDITIONAL COST TO THE OWNER. WEATHER CONDITIONS. C200 OVERALL SITE PLAN 10. THE CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS TO THE 10. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT WHICH WILL NOT BE EXISTING BUILDINGS FOR THE DURATION OF THE CONTRACT. SUBJECT TO FURTHER EARTHWORK OR CONSTRUCTION ACTIVITIES SHALL BE 11. WHEN EXISTING CONSTRUCTION WHICH IS TO REMAIN IS DAMAGED DURING THE PERMANENTLY SEEDED TO ESTABLISH GRASS, AND MULCHED WITH HAY OR STRAW C201 SITE PLAN COURSE OF CONSTRUCTION AS A RESULT OF CONTRACTORS WORK, IT SHALL BE WITHIN ONE WEEK OF FINAL DISTURBANCE. MULCH SHALL BE MAINTAINED UNTIL A REPAIRED AND/OR REPLACED WITH SIMILAR OR LIKE MATERIALS AS MUCH AS POSSIBLE, SUITABLE VEGETATIVE COVER IS ESTABLISHED. NO: DATE: DESCRIPTION: AT NO COST TO THE OWNER. ALL REPAIRS AND/OR REPLACEMENTS WILL BE SUBJECT TO C202 SITE PLAN 11. CONTRACTOR STAGING AREAS AND CONSTRUCTION ENTRANCE LOCATIONS SHALL BE Revisions OWNERS APPROVAL. COORDINATED WITH THE OWNER PRIOR TO START OF CONSTRUCTION. STABILIZED \\cash.lab\u\Projects\Home Leasing Services\2241067 - Affordable Housing West Seneca\06_Drawings\Civil\C001 GENERAL NOTES.dwg 12. COORDINATE LOCATION OF TEMPORARY CONSTRUCTION FENCE AND TEMPORARY STONE CONSTRUCTION ENTRANCE(S), AS SHOWN ON THE PLANS SHALL BE PROVIDED. ALL C203 FIRE TRUCK AND SITE EMERGENCY ACCESS PLAN STAGING AREA WITH OWNER DISTURBED AREAS SHALL BE RESTORED. PROJECT NUMBER: 2241067 12. ALL CATCH BASINS/DRAINAGE INLETS SHALL HAVE STONED INLET PROTECTION AROUND C301 UTILITY PLAN SITE NOTES THEM AND GEOTEXTILE FABRIC OVER THE GRATE TO PREVENT SEDIMENTATION FROM ENTERING THE STORM SYSTEM. DRAWN BY: EMM / SCB 1. WELL COMPACTED SUBGRADE SHALL BE UTILIZED UNDERNEATH CONSTRUCTION OF 13. TILL ALL COMPACTED SOILS LOCATED IN LAWN AREAS TO RESTORE THE ORIGINAL C302 UTILITY PLAN REVIEWED BY: PAVEMENT AND CONCRETE BASES. PROPERTIES OF THE SOIL PRIOR TO SEEDING. SRV / DPB 2. ALL STAKEOUT FOR THE PROPOSED SITE IMPROVEMENTS SHALL BE COMPLETED BY A C401 GRADING, EROSION, AND SEDIMENT CONTROL PLAN ISSUED FOR: NEW YORK STATE LICENSED LAND SURVEYOR. SITE PLAN APPROVAL 3. IF ANY DISCREPANCIES ARE NOTED BETWEEN THESE CONSTRUCTION DOCUMENTS AND INFORMATION PROVIDED OR AN ERROR IS SUSPECT, IT SHALL BE IMMEDIATELY C402 GRADING, EROSION, AND SEDIMENT CONTROL PLAN DATE: REPORTED TO THE CONSTRUCTION MANAGER AND LABELLA ASSOCIATES PROJECT 4/20/2026 MANAGER IN WRITING. C501 CONSTRUCTION DETAILS DRAWING NAME: 4. ANY PROOF-ROLLING OF EXPOSED SUBBASE BY A MINIMUM 10 TON SMOOTH DRUM ROLLER SHALL BE DONE UNDER THE GUIDANCE OF, AND OBSERVED BY, QUALIFIED ENGINEERING PERSONNEL PRIOR TO PLACEMENT OF SUBBASE MATERIAL. THE ROLLER C502 CONSTRUCTION DETAILS SHOULD BE OPERATED IN THE STATIC MODE AND COMPLETE AT LEAST TWO (2) PASSES OVER THE EXPOSED SUBGRADES. 5. EXISTING WETLANDS DELINEATED BY XXXX ON XX/XX/XXXX. C503 CONSTRUCTION DETAILS GENERAL NOTES, LEGEND, 6. PARCEL LINES AS SHOWN BY XXXX COUNTY GIS DATABASE, FOR THE TOWN OF XXXX. C504 CONSTRUCTION DETAILS AND DRAWING INDEX C505 CONSTRUCTION DETAILS C506 CONSTRUCTION DETAILS DRAWING NUMBER: C507 CONSTRUCTION DETAILS 4/20/2026 1:17:05 PM C508 CONSTRUCTION DETAILS L501 LANDSCAPE DETAILS C001 Page 45 of 359