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PROPOSED CURB STOP
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j - PROPOSED UTILITY EASEMENT
GENERAL CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY 6. EXPLORATORY EXCAVATIONS SHALL BE PERFORMED AT ALL UTILITIY CONNECTION 14. ALL CURBING, PAVING, SIDEWALKS, LAWN OR OTHER STRUCTURES OR FACILITIES 21. BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH 25. NO LONG TERM STOCKPILING (OVER 6 MONTHS) OF DIRT, DEBRIS OR CONSTRUCTION
MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR LOCATIONS AND AS NEEDED BY THE CONTRACTOR TO VERIFY EXISTING CONDITIONS DISTURBED OR DAMAGED BY CONTRACTORS OPERATIONS SHALL BE REPLACED AGAINST OR NEAR THEM. ORNAMENTAL TREES, SHRUBS AND HEDGES WHICH MUST BE MATERIALS WILL BE PERMITTED.
PRIOR TO WORK IN CONGESTED UTILITY AREAS. OR REPAIRED TO A CONDITION EQUAL TO EXISTING, AS DESCRIBED IN REMOVED DURING CONSTRUCTION SHALL BE HEALED IN AND RE -PLANTED IN AS GOOD 26. ALL LIGHTING SHALL BE SHEILED AND/OR PLACED IN SUCH A MANNER AS TO PREVENT
OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE AND UNDER THE A CONDITION AS THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED TREES, SHRUBS
SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. 7. BEFORE CONSTRUCTING LINES TO CONNECT TO EXISTING UTILITIES, THE CONTRACTOR CONTRACT DOCUMENTS OR AS ORDERED BY ENGINEER (AOBE). REMOVE AND REPLACE AFFECTED CURBING AND SIDEWALK TO NEAREST JOINT. REMOVE PAVEMENT AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. OFF-SITE ILLUMINATION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD LAYOUT. SHALL VERIFY EXISTING UTII.ITY INVERTS AND NOTIFY THE ENGINEER IF ANY VARIATION AND REPLACE TO SAW CUT LINE, SAW CUT IN STRAIGHT LINE TO POINT NEEDED 27. GUTTERS MUST INSTALLED BUILDINGS 1, 5, 6, 7, 8, 9, 10, & 11 TO COLLECT
FROM THE PLAN IS REQUIRED. TO BLEND GRADE. REMOVE LAWN AND REPLACE TO MINIMUM LIMIT OF EXCAVATION 22. ALL EARTHWORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING ROOF RUNOFF AND CONVEY STORM WATER TO THE
E YARD DRAINAGE SYSTEM.
THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE CONDITIONS. IN THE EVENT THAT WORK OUTSIDE OF PROPERTY BOUNDARY IS /
MARKED UP AS -BUILT PLANS FOR ALL UTILITIES; SHOWING TIES TO CONNECTIONS, ALONG A STRAIGHT LINE. NECESSARY, THE PERMISSION OF THE ADJOINING PROPERTY OWNER MUST FIRST BE /
BENDS, VALVES, LENGTHS OF LINES AND INVERTS. AS -BUILT PLANS SHALL BE 8. THE CONTRACTOR SHALL MAINTAIN THE SERVICES PROVIDED BY ALL EXISTING 15. IF ROCK REMOVAL BY BLASTING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ALL OBTAINED.
REVIEWED BY THE OWNER AND THE ENGINEER AND THE CONTRACTOR SHALL PROVIDE UTILITIES. NECESSARY APPROVALS AND PERMITS REQUIRED BY THE TOWN OF QUEENSBURY.
23. ALL PAVEMENT RESTORATION SHALL MEET AND MATCH EXISTING GRADES.
ANY CORRECTION OR ADMISSIONS TO THE SATISFACTION OF THE OWNER AND THE 9. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS AND ASSOCIATED 16. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE 24. ALL SAW CUT LINES SHALL BE PARALLEL AND CURVILINEAR TO EXISTING OR PROPOSED
ENGINEER BEFORE UTILITIES WILL BE ACCEPTED. CONDITIONS. FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY THEIR ACTUAL CURBING AND SHALL BE A CONSTANT DISTANCE OF 3 FEET AWAY FROM SUCH.
3. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE IMAINTENANCE OF LOCATION IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
THE COURSE OF THE WORK. 24. SEWER MAINS IN RELATION TO WATER MAINS: WHERE POSSIBLE, SEWERS SHALL BE
FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY SURFACE DRAINAGE DURING 17. ANY CONDITION ENCOUNTERED IN THE FIELD DIFFERING FROM THOSE SHOWN LAID AT LEAST 10 (TEN) FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED
FROM THE PLANS WITHOUT PRIOR REVIEW BY THE ENGINEER.11. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC HEREON, SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION WATER MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO PROVIDE 18 (EIGHTEEN)
IS TO PROCEED. INCHES BETWEEN TOP OF SEWER AND THE INVERT OF THE WATER MAIN AT UTILITY
4. CONTRACTOR TO VERIFY ALL UTILITY SERVICES PRIOR TO INTERRUPTION. CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. 18. DISPOSE OF ALL DEBRIS OFF THE SITE. NO BURNING OR BURY PITS WILL BE CROSSINGS. WHEN IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, SDR -26 BAR SCALE
12 CONTRACTOR IS RESPONSIBLE FOR PROPERLY AND SAFELY MAINTAINING AREA PERMITTED. CLASS 160 PVC PIPE SHALL BE USED 10 (TEN) FEET ON EACH SIDE OF THE WATER 30 0 15 30 60
5. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND OTHER BETWEEN ALL ADJOINING PROPERTIES. 19. REMOVE NOTED VEGETATION, TREES, STUMPS, GRASSES, ORGANIC SOILS, DEBRIS AND MAIN BEING CROSSED.
PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A DELETERIOUS MATERIALS WITHIN THE AREAS SLATED FOR CONSTRUCTION.
CONDITION AS BEFORE BEING DISTURBED, AS DETERMINED BY THE ENGINEER. 13. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE SITE 20. STRIP ALL TOPSOIL PRIOR TO COMMENCING EARTHWORK OPERATIONS. TOP SOIL 1 inch 30 ft.
=
REPLACEMENT WILL BE AT THE CONTRACTOR'S EXPENSE. PROPERTY LINES OR PUBLIC RIGHT-OF-WAY. MAY BE STORED AND REUSED IN LAWN AND PLANTING AREAS ONLY. ISSUED FOR PLANNING BOARD APPROVAL - NOT FOR CONSTRUCTION
ALL RIGHTS RESERVED. COPY OR REPRODUCTION OIF THIS PLAN
OR ANY PORTION, THEREOF IS PROHIBITED WITHOUT 'THE WRITTEN
PERMISSION OF THE DESIGN ENGINEER, SURVEYOR, OR ARCHITECT.
ALTERATION OF THIS DRAWING, EXCEPT BY A LICENSED P.E. IS
ILLEGAL, ANY ALTERATION BY A P.E. MUST BE INIDICATED AND
BEAR THE APPROPRIATE SEAL, SIGNATURE AND DATE OF ALTERATION.
THE
ChTEn
COMPA S
Engineers/Surveyors
Planners
Environmental Scientists
CHAZEN ENGINEERING / LAND SURVEYING CO., P.C.
Datchess County Office: Capital District Office: Orange County Office: North Country Office:
21 Fax Street 547 River Street 356 Meadow Avenue 100 Glen Street
Poughkeepsle, New York 12601 Troy, New York 12180 Newburgh, New York 12550 Glens Falls, New York 12801
Phone: (845) 454-3980 Phone: (518) 273-0055 Phone: (845) 567-1133 Phone: (518) 812-0513
1 8/15/05 REVISIONS PER PLANNING BOARD COMMENTS
rev. date description
TURNBERRY
UTILITY PLAN
TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK
drawn checked
PG JB
date scale
06/10/05 1 "=30'
project no.
90504.00
sheet no.
SP6
Drawing Name: s:\9\90500-90599\90504 o0\ENG\DWG\SP6-90504_UnL.dwg 90504\ENG\DWG\SP6-90504-UTIL.dwg
XreAe Attached: XTE'-90504.00; XBM-90504.00-Van-D: MG -90W4.00
Date Printed: Aug 1 i. 2005, 2:00pm