BUILDING PROPERTY LINE W/ BEARING DISTANCE CONTOUR STOCKADE FENCE CHAINLINK FENCE SEWER LINE DRAIN LINE WATER LINE GAS LINE GAS VALVE WATER VALVE DRAIN MANHOLE SEWER MANHOLE CATCH BASIN UTILITY POLE LIGHT POLE DECIDUOUS TREE CONIFEROUS TREE HYDRANT
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S81°56'34"E
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116.23'
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70
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DEC. 22"
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CON. 12"
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ZONING CHART
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NEWTON, MASSACHUSETTS
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ZONE: MR-1 (OLD) SUBMISSION: SPECIAL PERMIT
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REGULATION
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REQUIRED
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REQUIRED WITH SPECIAL PERMIT
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EXISTING
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PROPOSED
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LOT AREA
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7,000s.f.
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15,000s.f.
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23,399±s.f.
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23,399±s.f.
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LOT AREA/PER UNIT
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3,500s.f.
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4,OOOs.f./unit
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23,399±s.f.
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5,849±s.f.
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LOT FRONTAGE
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70.0'
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80.0'
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90.0'
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90.0'
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FRONT SETBACK
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25.0'
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25.0'
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26.6'
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26.6'
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SIDE SETBACK
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7.5'
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25.0'
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14.4'
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14.4'**
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REAR SETBACK
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15.0'
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25.0'
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170.8'
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20.8' **
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BUILDING HEIGHT BUILDING
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36.0'/2.5 STORY
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36.0'/3.0 STORY**
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24.34'
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32.36'/3** STRY.
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AVERAGE GRADE
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-
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-
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-
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157.29
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LOT COVERAGE
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30.0%(7,019±sf)
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25.0%
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12.9%
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38.2% *
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OPEN SPACE
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50.0%(11,699±sf)
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50.0%
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77.2%
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49.9% *
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MAX. GROSS FLOOR AREA
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9,359.6 SF
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9,359.6 SF
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-
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-
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* NON CONFORMING, WAIVER REQUIRED ** SPECIAL PERMIT REQUIRED
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DATE: APRIL 1, 2019 REVISED: APRIL 18, 2019; MAY 2, 2019; JUNE 3, 2019;JUNE 26, 2019 JULY 11, 2019
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ZONING PLAN NEWTON, MASSACHUSETTS
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SHOWING PROPOSED CONDITIONS AT #145 WARREN STREET
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SCALE: 1in.=10ft.
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PROJECT: 217115
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LAND SURVEYORS - CIVIL ENGINEERS. 132 ADAMS STREET 2ND FLOOR SUITE 3 NEWTON, MA 02458 (617) 332-8271
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SHEET 1 OF 4
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2019 VTP ASSOCIATES, INC.
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EX. SECOND FLOOR EL. 165.15
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EX. AVE. GRADE EL. 161.07
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163.95 EX. SILL
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EXIST. 185.41
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EXISIT. 185.41
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156.65 EX. FIRST FLOOR(APPROX.)
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161.52 EX. FIRST FLOOR(APPROX.)23 FIRST FLOOR(APPROX.)
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PROPOSED BUILDING HEIGHT FRONT PORTION OF BUILDING
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NOT TO SCALE
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152.0 PR. FIRST FLOOR(APPROX.)
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157.93 PR. FIRST FLOOR(APPROX.)23 FIRST FLOOR(APPROX.)
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PR. SEOND FLOOR EL. 162.0
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160.9 PR. SILL
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PROP. 189.65
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PROP. 189.65
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PROP. BUILDING HEIGHT 32.36'
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PROP. 27.65
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PR. AVE. GRADE EL. 157.29
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PROPOSED BUILDING HEIGHT REAR PORTION BUILDING
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NOT TO SCALE
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152.0 PR. FIRST FLOOR
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157.93 PR. 2/3
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PR. SECOND FLOOR EL. 162.0
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160.9 PR. SILL(APPROX.)
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PROP. 184.5
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PROP. 184.5
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PR. AVE. GRADE EL. 157.29
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*EXISTING AND PROPOSED PROPOSED BASEMENT DOES NOT MEET DEFINITION, THEREFORE FIRST FLOOR
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* PROPOSED PROPOSED BASEMENT DOES NOT MEET DEFINITION, THEREFORE FIRST FLOOR
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FRONT BUILDING: EXISTING AND PROPOSED BASEMENT DOES NOT MEET DEFINITION, THEREFORE FIRST PROPOSED BASEMENT DOES NOT MEET DEFINITION, THEREFORE FIRST BASEMENT DOES NOT MEET DEFINITION, THEREFORE FIRST FLOOR AND COUNTS AGAINST F.A.R. REAR BUILDING: BASEMENT DOES NOT MEET DEFINITION, THEREFORE IT IS THE FIRST FLOOR AND ENTIRE AREA COUNTS AGAINST F.A.R.
INC.
TVA SCOS
PE STAI
10
SCALE: 1" = 10'
0 20 30 40
TESTPIT #1 =158.9(JAN 28, 2019)0-12" TOP SOIL12"-36" SUBSOIL36"-114" MEDIUM LOAMY SAND
BUILDING PROPERTY LINE W/ BEARING DISTANCE CONTOUR STOCKADE FENCE CHAINLINK FENCE SEWER LINE DRAIN LINE WATER LINE GAS LINE GAS VALVE WATER VALVE DRAIN MANHOLE SEWER MANHOLE CATCH BASIN UTILITY POLE LIGHT POLE DECIDUOUS TREE CONIFEROUS TREE HYDRANT
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S81°56'34"E
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116.23'
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70
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DEC. 22"
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CON. 12"
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DATE: APRIL 1, 2019; REVISED: APRIL 18, 2019 MAY 2, 2019;JUNE 26, 2019 JULY 11, 2019
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GRADING, DRAINAGE & UTILITY PLAN NEWTON, MASSACHUSETTS
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SHOWING PROPOSED CONDITIONS AT #145 WARREN STREET
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SCALE: 1in.=10ft.
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PROJECT: 217115
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LAND SURVEYORS - CIVIL ENGINEERS. 132 ADAMS STREET 2ND FLOOR SUITE 3 NEWTON, MA 02458 (617) 332-8271
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SHEET 2 OF 4
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2019 VTP ASSOCIATES, INC.
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NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THIS PLAN. PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BEFORE PROCEEDING WITH THE WORK. 2. THE LOCATION OF ALL UTILITIES SHOWN HEREON ARE APPROXIMATE AND ARE BASE ON THE THE LOCATION OF ALL UTILITIES SHOWN HEREON ARE APPROXIMATE AND ARE BASE ON THE FIELD LOCATION OF ALL VISIBLE STRUCTURES SUCH AS CATCH BASINS, MANHOLES, WATER GATES, ETC. AND GOVERNMENT AGENCIES.
* SUITABILITY OF MATERIALS IS TO BE DETERMINED BY THE CITY OF NEWTON
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MATERIAL
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UNSUITABLE
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TYPICAL P.V.C. DRAIN TRENCH DETAIL
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NOT TO SCALE
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MASS HIGHWAY SPECIFICATION M2.01.1
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CRUSHED STONE BEDDING SHALL CONFORM TO
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MASS HIGHWAY SPECIFICATION M1.03.0
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GRAVEL BORROW SHALL CONFORM TO
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UNPAVED
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18"
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LEDGE OR
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12" MIN. CLEARANCE
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2.
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1.
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1 1/2" MAX. STONE SIZE
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SEE PLANS
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FOR FINAL GRADING
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SURFACE
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EXISTING GROUND
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6" MAX. STONE SIZE
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COMPACTED CRUSHED STONE
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COMPACTED AS SPECIFIED
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TYPE-C GRAVEL BORROW
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COMPACTED TO
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95% MAX. DRY DENSITY
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BEDDING AGAINST LEDGE
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ABOVE. MAXIMUM STONE
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SIZE - 2"
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PIPE
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18"
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EARTH
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O.D.
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1"
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PIPE
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SHALL BE LEFT IN PLACE
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DRIVEN BELOW PIPE ZONE
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PAVEMENT SECTION
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AS SPECIFIED
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PAVING & SUB-BASE
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SHEETING, IF REQUIRED
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IS TO BE CUT OFF 1 FOOT
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ABOVE TOP OF PIPE AND
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ANY WOOD SHEETING DRIVEN
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6"
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ZONE
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PIPE
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O
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O
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O
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O
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O
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O
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O
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O
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O
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O
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O
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O
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O
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O
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O
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O
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O
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PAVED
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SEE TYPICAL
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5' MIN.
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TYPE-A GRAVEL BORROW
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PROTECTION ZONE, SAND OR
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UNDISTURBED NATURAL MATERIAL
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COVER
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UNSUITABLE
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MATERIAL
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SUITABILITY OF MATERIAL IS TO BE DETERMINED BY THE CITY OF NEWTON.
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*
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TYPICAL WATER TRENCH DETAIL
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NOT TO SCALE
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1. GRAVEL BORROW SHALL CONFORM TO MASS HIGHWAY SPECIFICATION M1.03.0
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2. CRUSHED STONE BEDDING SHALL CONFORM TO MASS HIGHWAY SPECIFICATION M2.01.1
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OF TRENCH
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UNPAVED
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6" MIN.
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18"
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18"
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PIPE
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O.D.
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VARIABLE
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(SEE NOTE 2)
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(SEE NOTE 1)
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SUITABILITY OF MATERIAL IS TO BE DETERMINED BY THE CITY OF NEWTON.
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*
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MATERIAL
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UNDISTURBED NATURAL
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VARIES
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12" MIN.
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6" MIN.
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3/4" CRUSHED STONE BEDDING
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6" MAX. STONE SIZE
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95% DRY DENSITY
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COMPACTED TO
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TYPE-A GRAVEL BORROW
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EARTH
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AS SPECIFIED
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VARIABLE
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PAVED
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LEDGE OR
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UNSUITABLE MATERIAL
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*
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ABOVE TOP OF PIPE
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WHENEVER SHEETING
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PAVING SECTION
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BEDDING & PROTECTION ZONE
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SHEETING, IF REQUIRED
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IS TO BE CUT OFF 1 FOOT
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HAS PENETRATED INTO
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& CAPPING REQUIREMENTS
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CENTERLINE
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SEE PLANS
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FOR FINAL GRADING
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EXISTING GROUND
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SURFACE
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*
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GRAVITY SEWER TRENCH DETAIL
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NOT TO SCALE
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TRENCH DETAIL
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UNPAVED
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18"
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LEDGE OR
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SEE PLANS
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FOR FINAL GRADING
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SURFACE
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EXISTING GROUND
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PER SPECIFIC UTILITY
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TYPE IE (EXCAVATABLE)
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18"
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EARTH
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O.D.
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1.33x
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PIPE
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HAS PENETRATED INTO
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SHEETING, IF REQUIRED
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IS TO BE CUT OFF 1 FOOT
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ABOVE TOP OF PIPE
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WHENEVER SHEETING
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PAVED
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VARIES PER SPECIFIC UTILITY
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CONTROLLED DENSITY FILL (C.D.F.)
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BEDDING & PROTECTION ZONE
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BEDDING & PROTECTION ZONE
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UNSUITABLE MATERIAL
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SUITABILITY OF MATERIAL IS TO BE DETERMINED BY THE CITY OF NEWTON.
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*
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*
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PAVING SECTION
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AS SPECIFIED
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CENTERLINE
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OF TRENCH
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*
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MATERIAL
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UNDISTURBED NATURAL
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TYPICAL C.D.F. TRENCH DETAIL
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NOT TO SCALE
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%%uSEWER CLEANOUT
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6" MIN.
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6" PVC WYE
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FINISH GRADE
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W/ CONCRETE FILL
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12" DIA, SONOTUBE
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C HOUSE
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SEWER
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6" PVC PIPE
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RADIUS ELBOW
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6" PVC LONG
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3/4" CRUSHED
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STONE
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METER BOX (TO GRADE)
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NOT TO SCALE
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%%UROOF LEADER DETAIL
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NOT TO SCALE
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SEE ARCHITECTURAL DRAWINGS FOR ROOF DRAIN SIZE AND MATERIAL.
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TRANSITION TO UNDERGROUND CPP DRAIN AS REQUIRED
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6" CPP
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6"-12"
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PROVIDE REVERSE WYE FOR CLEANOUT AND OVERFLOW
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1'+/- MIN.
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CENTER SECTION
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GRATE
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8"
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2'-0" TO 6'-0"
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4'-0"
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AFTER 28 DAYS
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5"
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4000 PSI CONCRETE
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OUTLET
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4' SUMP
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5"
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2'-0" TO 6'-0"
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SUMP
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5'-4"
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HOOD-NEENAH R-3705 OR EQUAL
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MASTIC GASKET MATERIAL ALL MANHOLE JOINTS
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INLET
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PRECAST CONCRETE FLAT SLAB
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NOT TO SCALE
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%%USEWER ENCASEMENT DETAIL
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NOT TO SCALE
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6"MIN.
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6"DIA. PIPE
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CONCRETE
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TRENCH WALL
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6"MIN.
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6"MIN.
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6"MIN.
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UNDISTURBED EARTH
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ALL NEW SEWER SERVICE AND/OR STRUCTURES SHALL BE PRESSURE TESTED OR VIDEOTAPED NEW SEWER SERVICE AND/OR STRUCTURES SHALL BE PRESSURE TESTED OR VIDEOTAPED NEW SEWER SERVICE AND/OR STRUCTURES SHALL BE PRESSURE TESTED OR VIDEOTAPED SEWER SERVICE AND/OR STRUCTURES SHALL BE PRESSURE TESTED OR VIDEOTAPED SEWER SERVICE AND/OR STRUCTURES SHALL BE PRESSURE TESTED OR VIDEOTAPED SERVICE AND/OR STRUCTURES SHALL BE PRESSURE TESTED OR VIDEOTAPED SERVICE AND/OR STRUCTURES SHALL BE PRESSURE TESTED OR VIDEOTAPED AND/OR STRUCTURES SHALL BE PRESSURE TESTED OR VIDEOTAPED AND/OR STRUCTURES SHALL BE PRESSURE TESTED OR VIDEOTAPED STRUCTURES SHALL BE PRESSURE TESTED OR VIDEOTAPED STRUCTURES SHALL BE PRESSURE TESTED OR VIDEOTAPED SHALL BE PRESSURE TESTED OR VIDEOTAPED SHALL BE PRESSURE TESTED OR VIDEOTAPED BE PRESSURE TESTED OR VIDEOTAPED BE PRESSURE TESTED OR VIDEOTAPED PRESSURE TESTED OR VIDEOTAPED PRESSURE TESTED OR VIDEOTAPED TESTED OR VIDEOTAPED TESTED OR VIDEOTAPED OR VIDEOTAPED OR VIDEOTAPED VIDEOTAPED VIDEOTAPED AFTER FINAL INSTALLATION IS COMPLETE. METHOD OF FINAL INSPECTION SHALL BE FINAL INSTALLATION IS COMPLETE. METHOD OF FINAL INSPECTION SHALL BE FINAL INSTALLATION IS COMPLETE. METHOD OF FINAL INSPECTION SHALL BE INSTALLATION IS COMPLETE. METHOD OF FINAL INSPECTION SHALL BE INSTALLATION IS COMPLETE. METHOD OF FINAL INSPECTION SHALL BE IS COMPLETE. METHOD OF FINAL INSPECTION SHALL BE IS COMPLETE. METHOD OF FINAL INSPECTION SHALL BE COMPLETE. METHOD OF FINAL INSPECTION SHALL BE COMPLETE. METHOD OF FINAL INSPECTION SHALL BE METHOD OF FINAL INSPECTION SHALL BE METHOD OF FINAL INSPECTION SHALL BE METHOD OF FINAL INSPECTION SHALL BE OF FINAL INSPECTION SHALL BE OF FINAL INSPECTION SHALL BE FINAL INSPECTION SHALL BE FINAL INSPECTION SHALL BE INSPECTION SHALL BE INSPECTION SHALL BE SHALL BE SHALL BE BE BE DETERMINED SOLELY BY THE CONSTRUCTION INSPECTOR FROM THE CITY ENGINEERING SOLELY BY THE CONSTRUCTION INSPECTOR FROM THE CITY ENGINEERING SOLELY BY THE CONSTRUCTION INSPECTOR FROM THE CITY ENGINEERING BY THE CONSTRUCTION INSPECTOR FROM THE CITY ENGINEERING BY THE CONSTRUCTION INSPECTOR FROM THE CITY ENGINEERING THE CONSTRUCTION INSPECTOR FROM THE CITY ENGINEERING THE CONSTRUCTION INSPECTOR FROM THE CITY ENGINEERING CONSTRUCTION INSPECTOR FROM THE CITY ENGINEERING CONSTRUCTION INSPECTOR FROM THE CITY ENGINEERING INSPECTOR FROM THE CITY ENGINEERING INSPECTOR FROM THE CITY ENGINEERING FROM THE CITY ENGINEERING FROM THE CITY ENGINEERING THE CITY ENGINEERING THE CITY ENGINEERING CITY ENGINEERING CITY ENGINEERING ENGINEERING ENGINEERING DIVISION. ALL SEWER MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE TO THE CITY'S ALL SEWER MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE TO THE CITY'S ALL SEWER MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE TO THE CITY'S SEWER MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE TO THE CITY'S SEWER MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE TO THE CITY'S MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE TO THE CITY'S MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE TO THE CITY'S SHALL BE VACUUM TESTED IN ACCORDANCE TO THE CITY'S SHALL BE VACUUM TESTED IN ACCORDANCE TO THE CITY'S BE VACUUM TESTED IN ACCORDANCE TO THE CITY'S BE VACUUM TESTED IN ACCORDANCE TO THE CITY'S VACUUM TESTED IN ACCORDANCE TO THE CITY'S VACUUM TESTED IN ACCORDANCE TO THE CITY'S TESTED IN ACCORDANCE TO THE CITY'S TESTED IN ACCORDANCE TO THE CITY'S IN ACCORDANCE TO THE CITY'S IN ACCORDANCE TO THE CITY'S ACCORDANCE TO THE CITY'S ACCORDANCE TO THE CITY'S TO THE CITY'S TO THE CITY'S THE CITY'S THE CITY'S CITY'S CITY'S CONSTRUCTION STANDARDS & SPECIFICATIONS. THE SEWER SERVICE WILL NOT BE ACCEPTED STANDARDS & SPECIFICATIONS. THE SEWER SERVICE WILL NOT BE ACCEPTED STANDARDS & SPECIFICATIONS. THE SEWER SERVICE WILL NOT BE ACCEPTED & SPECIFICATIONS. THE SEWER SERVICE WILL NOT BE ACCEPTED & SPECIFICATIONS. THE SEWER SERVICE WILL NOT BE ACCEPTED SPECIFICATIONS. THE SEWER SERVICE WILL NOT BE ACCEPTED SPECIFICATIONS. THE SEWER SERVICE WILL NOT BE ACCEPTED THE SEWER SERVICE WILL NOT BE ACCEPTED THE SEWER SERVICE WILL NOT BE ACCEPTED SEWER SERVICE WILL NOT BE ACCEPTED SEWER SERVICE WILL NOT BE ACCEPTED SERVICE WILL NOT BE ACCEPTED SERVICE WILL NOT BE ACCEPTED WILL NOT BE ACCEPTED WILL NOT BE ACCEPTED NOT BE ACCEPTED NOT BE ACCEPTED BE ACCEPTED BE ACCEPTED ACCEPTED ACCEPTED UNTIL ONE OF THE TWO METHODS STATED ABOVE IS COMPLETED. ALL TESTING MUST BE ONE OF THE TWO METHODS STATED ABOVE IS COMPLETED. ALL TESTING MUST BE ONE OF THE TWO METHODS STATED ABOVE IS COMPLETED. ALL TESTING MUST BE OF THE TWO METHODS STATED ABOVE IS COMPLETED. ALL TESTING MUST BE OF THE TWO METHODS STATED ABOVE IS COMPLETED. ALL TESTING MUST BE THE TWO METHODS STATED ABOVE IS COMPLETED. ALL TESTING MUST BE THE TWO METHODS STATED ABOVE IS COMPLETED. ALL TESTING MUST BE TWO METHODS STATED ABOVE IS COMPLETED. ALL TESTING MUST BE TWO METHODS STATED ABOVE IS COMPLETED. ALL TESTING MUST BE METHODS STATED ABOVE IS COMPLETED. ALL TESTING MUST BE METHODS STATED ABOVE IS COMPLETED. ALL TESTING MUST BE STATED ABOVE IS COMPLETED. ALL TESTING MUST BE STATED ABOVE IS COMPLETED. ALL TESTING MUST BE ABOVE IS COMPLETED. ALL TESTING MUST BE ABOVE IS COMPLETED. ALL TESTING MUST BE IS COMPLETED. ALL TESTING MUST BE IS COMPLETED. ALL TESTING MUST BE COMPLETED. ALL TESTING MUST BE COMPLETED. ALL TESTING MUST BE ALL TESTING MUST BE ALL TESTING MUST BE ALL TESTING MUST BE TESTING MUST BE TESTING MUST BE MUST BE MUST BE BE BE WITNESSED BY A REPRESENTATIVE OF THE ENGINEERING DIVISION. A CERTIFICATE OF BY A REPRESENTATIVE OF THE ENGINEERING DIVISION. A CERTIFICATE OF BY A REPRESENTATIVE OF THE ENGINEERING DIVISION. A CERTIFICATE OF A REPRESENTATIVE OF THE ENGINEERING DIVISION. A CERTIFICATE OF A REPRESENTATIVE OF THE ENGINEERING DIVISION. A CERTIFICATE OF REPRESENTATIVE OF THE ENGINEERING DIVISION. A CERTIFICATE OF REPRESENTATIVE OF THE ENGINEERING DIVISION. A CERTIFICATE OF OF THE ENGINEERING DIVISION. A CERTIFICATE OF OF THE ENGINEERING DIVISION. A CERTIFICATE OF THE ENGINEERING DIVISION. A CERTIFICATE OF THE ENGINEERING DIVISION. A CERTIFICATE OF ENGINEERING DIVISION. A CERTIFICATE OF ENGINEERING DIVISION. A CERTIFICATE OF DIVISION. A CERTIFICATE OF DIVISION. A CERTIFICATE OF A CERTIFICATE OF A CERTIFICATE OF CERTIFICATE OF CERTIFICATE OF OF OF OCCUPANCY WILL NOT BE RECOMMENDED UNTIL THIS TEST IS COMPLETED AND A WRITTEN WILL NOT BE RECOMMENDED UNTIL THIS TEST IS COMPLETED AND A WRITTEN WILL NOT BE RECOMMENDED UNTIL THIS TEST IS COMPLETED AND A WRITTEN NOT BE RECOMMENDED UNTIL THIS TEST IS COMPLETED AND A WRITTEN NOT BE RECOMMENDED UNTIL THIS TEST IS COMPLETED AND A WRITTEN BE RECOMMENDED UNTIL THIS TEST IS COMPLETED AND A WRITTEN BE RECOMMENDED UNTIL THIS TEST IS COMPLETED AND A WRITTEN RECOMMENDED UNTIL THIS TEST IS COMPLETED AND A WRITTEN RECOMMENDED UNTIL THIS TEST IS COMPLETED AND A WRITTEN UNTIL THIS TEST IS COMPLETED AND A WRITTEN UNTIL THIS TEST IS COMPLETED AND A WRITTEN THIS TEST IS COMPLETED AND A WRITTEN THIS TEST IS COMPLETED AND A WRITTEN TEST IS COMPLETED AND A WRITTEN TEST IS COMPLETED AND A WRITTEN IS COMPLETED AND A WRITTEN IS COMPLETED AND A WRITTEN COMPLETED AND A WRITTEN COMPLETED AND A WRITTEN AND A WRITTEN AND A WRITTEN A WRITTEN A WRITTEN WRITTEN WRITTEN REPORT IS RECEIVED BY THE CITY ENGINEER. THE SEWER SERVICES AND WATER SERVICES NEED TO BE COMPLETELY REMOVED FROM THE SEWER SERVICES AND WATER SERVICES NEED TO BE COMPLETELY REMOVED FROM THE SEWER SERVICES AND WATER SERVICES NEED TO BE COMPLETELY REMOVED FROM THE SERVICES AND WATER SERVICES NEED TO BE COMPLETELY REMOVED FROM THE SERVICES AND WATER SERVICES NEED TO BE COMPLETELY REMOVED FROM THE AND WATER SERVICES NEED TO BE COMPLETELY REMOVED FROM THE AND WATER SERVICES NEED TO BE COMPLETELY REMOVED FROM THE WATER SERVICES NEED TO BE COMPLETELY REMOVED FROM THE WATER SERVICES NEED TO BE COMPLETELY REMOVED FROM THE SERVICES NEED TO BE COMPLETELY REMOVED FROM THE SERVICES NEED TO BE COMPLETELY REMOVED FROM THE NEED TO BE COMPLETELY REMOVED FROM THE NEED TO BE COMPLETELY REMOVED FROM THE TO BE COMPLETELY REMOVED FROM THE TO BE COMPLETELY REMOVED FROM THE BE COMPLETELY REMOVED FROM THE BE COMPLETELY REMOVED FROM THE COMPLETELY REMOVED FROM THE COMPLETELY REMOVED FROM THE REMOVED FROM THE REMOVED FROM THE FROM THE FROM THE THE THE MAINS TO THE EXISTING DWELLING AND PROPERLY BACK-FILED. THE CONTRACTOR SHALL TO THE EXISTING DWELLING AND PROPERLY BACK-FILED. THE CONTRACTOR SHALL TO THE EXISTING DWELLING AND PROPERLY BACK-FILED. THE CONTRACTOR SHALL THE EXISTING DWELLING AND PROPERLY BACK-FILED. THE CONTRACTOR SHALL THE EXISTING DWELLING AND PROPERLY BACK-FILED. THE CONTRACTOR SHALL EXISTING DWELLING AND PROPERLY BACK-FILED. THE CONTRACTOR SHALL EXISTING DWELLING AND PROPERLY BACK-FILED. THE CONTRACTOR SHALL DWELLING AND PROPERLY BACK-FILED. THE CONTRACTOR SHALL DWELLING AND PROPERLY BACK-FILED. THE CONTRACTOR SHALL AND PROPERLY BACK-FILED. THE CONTRACTOR SHALL AND PROPERLY BACK-FILED. THE CONTRACTOR SHALL PROPERLY BACK-FILED. THE CONTRACTOR SHALL PROPERLY BACK-FILED. THE CONTRACTOR SHALL BACK-FILED. THE CONTRACTOR SHALL BACK-FILED. THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL MAKE ARRANGEMENTS TO HAVE THIS ABANDONMENT INSPECTED BY A REPRESENTATIVE OF ARRANGEMENTS TO HAVE THIS ABANDONMENT INSPECTED BY A REPRESENTATIVE OF ARRANGEMENTS TO HAVE THIS ABANDONMENT INSPECTED BY A REPRESENTATIVE OF TO HAVE THIS ABANDONMENT INSPECTED BY A REPRESENTATIVE OF TO HAVE THIS ABANDONMENT INSPECTED BY A REPRESENTATIVE OF HAVE THIS ABANDONMENT INSPECTED BY A REPRESENTATIVE OF HAVE THIS ABANDONMENT INSPECTED BY A REPRESENTATIVE OF THIS ABANDONMENT INSPECTED BY A REPRESENTATIVE OF THIS ABANDONMENT INSPECTED BY A REPRESENTATIVE OF ABANDONMENT INSPECTED BY A REPRESENTATIVE OF ABANDONMENT INSPECTED BY A REPRESENTATIVE OF INSPECTED BY A REPRESENTATIVE OF INSPECTED BY A REPRESENTATIVE OF BY A REPRESENTATIVE OF BY A REPRESENTATIVE OF A REPRESENTATIVE OF A REPRESENTATIVE OF REPRESENTATIVE OF REPRESENTATIVE OF OF OF THE ENGINEERING DIVISION, FAILING TO HAVING THESE INSPECTIONS MAY RESULT IN THE ENGINEERING DIVISION, FAILING TO HAVING THESE INSPECTIONS MAY RESULT IN THE ENGINEERING DIVISION, FAILING TO HAVING THESE INSPECTIONS MAY RESULT IN THE DIVISION, FAILING TO HAVING THESE INSPECTIONS MAY RESULT IN THE DIVISION, FAILING TO HAVING THESE INSPECTIONS MAY RESULT IN THE FAILING TO HAVING THESE INSPECTIONS MAY RESULT IN THE FAILING TO HAVING THESE INSPECTIONS MAY RESULT IN THE TO HAVING THESE INSPECTIONS MAY RESULT IN THE TO HAVING THESE INSPECTIONS MAY RESULT IN THE HAVING THESE INSPECTIONS MAY RESULT IN THE HAVING THESE INSPECTIONS MAY RESULT IN THE THESE INSPECTIONS MAY RESULT IN THE THESE INSPECTIONS MAY RESULT IN THE INSPECTIONS MAY RESULT IN THE INSPECTIONS MAY RESULT IN THE MAY RESULT IN THE MAY RESULT IN THE RESULT IN THE RESULT IN THE IN THE IN THE THE THE DELAY OR DENIAL OF ISSUING NEW UTILITY CONNECTION PERMITS. AS OF MARCH 1, 2009, ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH OF MARCH 1, 2009, ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH OF MARCH 1, 2009, ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH MARCH 1, 2009, ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH MARCH 1, 2009, ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH 1, 2009, ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH 1, 2009, ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH 2009, ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH 2009, ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH EXCAVATION CONTRACTORS SHALL COMPLY WITH EXCAVATION CONTRACTORS SHALL COMPLY WITH CONTRACTORS SHALL COMPLY WITH CONTRACTORS SHALL COMPLY WITH SHALL COMPLY WITH SHALL COMPLY WITH COMPLY WITH COMPLY WITH WITH WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82A, TRENCH EXCAVATION SAFETY REQUIREMENTS, GENERAL LAWS CHAPTER 82A, TRENCH EXCAVATION SAFETY REQUIREMENTS, GENERAL LAWS CHAPTER 82A, TRENCH EXCAVATION SAFETY REQUIREMENTS, LAWS CHAPTER 82A, TRENCH EXCAVATION SAFETY REQUIREMENTS, LAWS CHAPTER 82A, TRENCH EXCAVATION SAFETY REQUIREMENTS, CHAPTER 82A, TRENCH EXCAVATION SAFETY REQUIREMENTS, CHAPTER 82A, TRENCH EXCAVATION SAFETY REQUIREMENTS, 82A, TRENCH EXCAVATION SAFETY REQUIREMENTS, 82A, TRENCH EXCAVATION SAFETY REQUIREMENTS, TRENCH EXCAVATION SAFETY REQUIREMENTS, TRENCH EXCAVATION SAFETY REQUIREMENTS, EXCAVATION SAFETY REQUIREMENTS, EXCAVATION SAFETY REQUIREMENTS, SAFETY REQUIREMENTS, SAFETY REQUIREMENTS, REQUIREMENTS, REQUIREMENTS, TO PROTECT THE GENERAL PUBLIC FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. PROTECT THE GENERAL PUBLIC FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. PROTECT THE GENERAL PUBLIC FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. THE GENERAL PUBLIC FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. THE GENERAL PUBLIC FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. GENERAL PUBLIC FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. GENERAL PUBLIC FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. PUBLIC FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. PUBLIC FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. ACCESS TO UNATTENDED TRENCHES. ACCESS TO UNATTENDED TRENCHES. TO UNATTENDED TRENCHES. TO UNATTENDED TRENCHES. UNATTENDED TRENCHES. UNATTENDED TRENCHES. TRENCHES. TRENCHES. TRENCH EXCAVATION PERMIT REQUIRED. THIS APPLIES TO ALL TRENCHES ON PUBLIC AND EXCAVATION PERMIT REQUIRED. THIS APPLIES TO ALL TRENCHES ON PUBLIC AND EXCAVATION PERMIT REQUIRED. THIS APPLIES TO ALL TRENCHES ON PUBLIC AND PERMIT REQUIRED. THIS APPLIES TO ALL TRENCHES ON PUBLIC AND PERMIT REQUIRED. THIS APPLIES TO ALL TRENCHES ON PUBLIC AND REQUIRED. THIS APPLIES TO ALL TRENCHES ON PUBLIC AND REQUIRED. THIS APPLIES TO ALL TRENCHES ON PUBLIC AND THIS APPLIES TO ALL TRENCHES ON PUBLIC AND THIS APPLIES TO ALL TRENCHES ON PUBLIC AND APPLIES TO ALL TRENCHES ON PUBLIC AND APPLIES TO ALL TRENCHES ON PUBLIC AND TO ALL TRENCHES ON PUBLIC AND TO ALL TRENCHES ON PUBLIC AND ALL TRENCHES ON PUBLIC AND ALL TRENCHES ON PUBLIC AND TRENCHES ON PUBLIC AND TRENCHES ON PUBLIC AND ON PUBLIC AND ON PUBLIC AND PUBLIC AND PUBLIC AND AND AND PRIVATE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEERING DIVISION AND CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEERING DIVISION AND CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEERING DIVISION AND IS RESPONSIBLE FOR CONTACTING THE ENGINEERING DIVISION AND IS RESPONSIBLE FOR CONTACTING THE ENGINEERING DIVISION AND RESPONSIBLE FOR CONTACTING THE ENGINEERING DIVISION AND RESPONSIBLE FOR CONTACTING THE ENGINEERING DIVISION AND FOR CONTACTING THE ENGINEERING DIVISION AND FOR CONTACTING THE ENGINEERING DIVISION AND CONTACTING THE ENGINEERING DIVISION AND CONTACTING THE ENGINEERING DIVISION AND THE ENGINEERING DIVISION AND THE ENGINEERING DIVISION AND ENGINEERING DIVISION AND ENGINEERING DIVISION AND DIVISION AND DIVISION AND AND AND SCHEDULING AN APPOINTMENT 48 HOURS PRIOR TO THE DATE WHEN THE UTILITIES WILL BE AN APPOINTMENT 48 HOURS PRIOR TO THE DATE WHEN THE UTILITIES WILL BE AN APPOINTMENT 48 HOURS PRIOR TO THE DATE WHEN THE UTILITIES WILL BE APPOINTMENT 48 HOURS PRIOR TO THE DATE WHEN THE UTILITIES WILL BE APPOINTMENT 48 HOURS PRIOR TO THE DATE WHEN THE UTILITIES WILL BE 48 HOURS PRIOR TO THE DATE WHEN THE UTILITIES WILL BE 48 HOURS PRIOR TO THE DATE WHEN THE UTILITIES WILL BE HOURS PRIOR TO THE DATE WHEN THE UTILITIES WILL BE HOURS PRIOR TO THE DATE WHEN THE UTILITIES WILL BE PRIOR TO THE DATE WHEN THE UTILITIES WILL BE PRIOR TO THE DATE WHEN THE UTILITIES WILL BE TO THE DATE WHEN THE UTILITIES WILL BE TO THE DATE WHEN THE UTILITIES WILL BE THE DATE WHEN THE UTILITIES WILL BE THE DATE WHEN THE UTILITIES WILL BE DATE WHEN THE UTILITIES WILL BE DATE WHEN THE UTILITIES WILL BE WHEN THE UTILITIES WILL BE WHEN THE UTILITIES WILL BE THE UTILITIES WILL BE THE UTILITIES WILL BE UTILITIES WILL BE UTILITIES WILL BE WILL BE WILL BE BE BE MADE AVAILABLE FOR AN INSPECTION OF WATER SERVICES, SEWER SERVICES, AND DRAINAGE AVAILABLE FOR AN INSPECTION OF WATER SERVICES, SEWER SERVICES, AND DRAINAGE AVAILABLE FOR AN INSPECTION OF WATER SERVICES, SEWER SERVICES, AND DRAINAGE FOR AN INSPECTION OF WATER SERVICES, SEWER SERVICES, AND DRAINAGE FOR AN INSPECTION OF WATER SERVICES, SEWER SERVICES, AND DRAINAGE AN INSPECTION OF WATER SERVICES, SEWER SERVICES, AND DRAINAGE AN INSPECTION OF WATER SERVICES, SEWER SERVICES, AND DRAINAGE INSPECTION OF WATER SERVICES, SEWER SERVICES, AND DRAINAGE INSPECTION OF WATER SERVICES, SEWER SERVICES, AND DRAINAGE OF WATER SERVICES, SEWER SERVICES, AND DRAINAGE OF WATER SERVICES, SEWER SERVICES, AND DRAINAGE WATER SERVICES, SEWER SERVICES, AND DRAINAGE WATER SERVICES, SEWER SERVICES, AND DRAINAGE SERVICES, SEWER SERVICES, AND DRAINAGE SERVICES, SEWER SERVICES, AND DRAINAGE SEWER SERVICES, AND DRAINAGE SEWER SERVICES, AND DRAINAGE SERVICES, AND DRAINAGE SERVICES, AND DRAINAGE AND DRAINAGE AND DRAINAGE DRAINAGE DRAINAGE SYSTEM INSTALLATION. THE UTILITY IS QUESTION SHALL BE FULLY EXPOSED FOR THE INSTALLATION. THE UTILITY IS QUESTION SHALL BE FULLY EXPOSED FOR THE INSTALLATION. THE UTILITY IS QUESTION SHALL BE FULLY EXPOSED FOR THE THE UTILITY IS QUESTION SHALL BE FULLY EXPOSED FOR THE THE UTILITY IS QUESTION SHALL BE FULLY EXPOSED FOR THE UTILITY IS QUESTION SHALL BE FULLY EXPOSED FOR THE UTILITY IS QUESTION SHALL BE FULLY EXPOSED FOR THE IS QUESTION SHALL BE FULLY EXPOSED FOR THE IS QUESTION SHALL BE FULLY EXPOSED FOR THE QUESTION SHALL BE FULLY EXPOSED FOR THE QUESTION SHALL BE FULLY EXPOSED FOR THE SHALL BE FULLY EXPOSED FOR THE SHALL BE FULLY EXPOSED FOR THE BE FULLY EXPOSED FOR THE BE FULLY EXPOSED FOR THE FULLY EXPOSED FOR THE FULLY EXPOSED FOR THE EXPOSED FOR THE EXPOSED FOR THE FOR THE FOR THE THE THE INSPECTOR TO VIEW; BACKFILLING SHALL ONLY TAKE PLACE WHEN THE CITY'S INSPECTOR TO VIEW; BACKFILLING SHALL ONLY TAKE PLACE WHEN THE CITY'S INSPECTOR TO VIEW; BACKFILLING SHALL ONLY TAKE PLACE WHEN THE CITY'S INSPECTOR VIEW; BACKFILLING SHALL ONLY TAKE PLACE WHEN THE CITY'S INSPECTOR VIEW; BACKFILLING SHALL ONLY TAKE PLACE WHEN THE CITY'S INSPECTOR BACKFILLING SHALL ONLY TAKE PLACE WHEN THE CITY'S INSPECTOR BACKFILLING SHALL ONLY TAKE PLACE WHEN THE CITY'S INSPECTOR SHALL ONLY TAKE PLACE WHEN THE CITY'S INSPECTOR SHALL ONLY TAKE PLACE WHEN THE CITY'S INSPECTOR ONLY TAKE PLACE WHEN THE CITY'S INSPECTOR ONLY TAKE PLACE WHEN THE CITY'S INSPECTOR TAKE PLACE WHEN THE CITY'S INSPECTOR TAKE PLACE WHEN THE CITY'S INSPECTOR PLACE WHEN THE CITY'S INSPECTOR PLACE WHEN THE CITY'S INSPECTOR WHEN THE CITY'S INSPECTOR WHEN THE CITY'S INSPECTOR THE CITY'S INSPECTOR THE CITY'S INSPECTOR CITY'S INSPECTOR CITY'S INSPECTOR INSPECTOR INSPECTOR HAS GIVEN THEIR APPROVAL. THE APPLICANT WILL HAVE TO APPLY FOR STREET OPENING, SIDEWALK CROSSING, AND APPLICANT WILL HAVE TO APPLY FOR STREET OPENING, SIDEWALK CROSSING, AND APPLICANT WILL HAVE TO APPLY FOR STREET OPENING, SIDEWALK CROSSING, AND WILL HAVE TO APPLY FOR STREET OPENING, SIDEWALK CROSSING, AND WILL HAVE TO APPLY FOR STREET OPENING, SIDEWALK CROSSING, AND HAVE TO APPLY FOR STREET OPENING, SIDEWALK CROSSING, AND HAVE TO APPLY FOR STREET OPENING, SIDEWALK CROSSING, AND TO APPLY FOR STREET OPENING, SIDEWALK CROSSING, AND TO APPLY FOR STREET OPENING, SIDEWALK CROSSING, AND APPLY FOR STREET OPENING, SIDEWALK CROSSING, AND APPLY FOR STREET OPENING, SIDEWALK CROSSING, AND FOR STREET OPENING, SIDEWALK CROSSING, AND FOR STREET OPENING, SIDEWALK CROSSING, AND STREET OPENING, SIDEWALK CROSSING, AND STREET OPENING, SIDEWALK CROSSING, AND OPENING, SIDEWALK CROSSING, AND OPENING, SIDEWALK CROSSING, AND SIDEWALK CROSSING, AND SIDEWALK CROSSING, AND CROSSING, AND CROSSING, AND AND AND UTILITIES CONNECTING PERMITS WITH THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY CONNECTING PERMITS WITH THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY CONNECTING PERMITS WITH THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY PERMITS WITH THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY PERMITS WITH THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY WITH THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY WITH THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY OF PUBLIC WORKS PRIOR TO ANY OF PUBLIC WORKS PRIOR TO ANY PUBLIC WORKS PRIOR TO ANY PUBLIC WORKS PRIOR TO ANY WORKS PRIOR TO ANY WORKS PRIOR TO ANY PRIOR TO ANY PRIOR TO ANY TO ANY TO ANY ANY ANY CONSTRUCTION. PRIOR TO OCCUPANCY PERMIT BEING ISSUED, AN AS-BUILT PLAN SHALL BE SUBMITTED TO TO OCCUPANCY PERMIT BEING ISSUED, AN AS-BUILT PLAN SHALL BE SUBMITTED TO TO OCCUPANCY PERMIT BEING ISSUED, AN AS-BUILT PLAN SHALL BE SUBMITTED TO OCCUPANCY PERMIT BEING ISSUED, AN AS-BUILT PLAN SHALL BE SUBMITTED TO OCCUPANCY PERMIT BEING ISSUED, AN AS-BUILT PLAN SHALL BE SUBMITTED TO PERMIT BEING ISSUED, AN AS-BUILT PLAN SHALL BE SUBMITTED TO PERMIT BEING ISSUED, AN AS-BUILT PLAN SHALL BE SUBMITTED TO BEING ISSUED, AN AS-BUILT PLAN SHALL BE SUBMITTED TO BEING ISSUED, AN AS-BUILT PLAN SHALL BE SUBMITTED TO ISSUED, AN AS-BUILT PLAN SHALL BE SUBMITTED TO ISSUED, AN AS-BUILT PLAN SHALL BE SUBMITTED TO AN AS-BUILT PLAN SHALL BE SUBMITTED TO AN AS-BUILT PLAN SHALL BE SUBMITTED TO AS-BUILT PLAN SHALL BE SUBMITTED TO AS-BUILT PLAN SHALL BE SUBMITTED TO PLAN SHALL BE SUBMITTED TO PLAN SHALL BE SUBMITTED TO SHALL BE SUBMITTED TO SHALL BE SUBMITTED TO BE SUBMITTED TO BE SUBMITTED TO SUBMITTED TO SUBMITTED TO TO TO THE ENGINEERING DIVISION IN BOTH DIGITAL FORMAT AND HARD COPY. THE PLAN SHOULD ENGINEERING DIVISION IN BOTH DIGITAL FORMAT AND HARD COPY. THE PLAN SHOULD ENGINEERING DIVISION IN BOTH DIGITAL FORMAT AND HARD COPY. THE PLAN SHOULD DIVISION IN BOTH DIGITAL FORMAT AND HARD COPY. THE PLAN SHOULD DIVISION IN BOTH DIGITAL FORMAT AND HARD COPY. THE PLAN SHOULD IN BOTH DIGITAL FORMAT AND HARD COPY. THE PLAN SHOULD IN BOTH DIGITAL FORMAT AND HARD COPY. THE PLAN SHOULD BOTH DIGITAL FORMAT AND HARD COPY. THE PLAN SHOULD BOTH DIGITAL FORMAT AND HARD COPY. THE PLAN SHOULD DIGITAL FORMAT AND HARD COPY. THE PLAN SHOULD DIGITAL FORMAT AND HARD COPY. THE PLAN SHOULD FORMAT AND HARD COPY. THE PLAN SHOULD FORMAT AND HARD COPY. THE PLAN SHOULD AND HARD COPY. THE PLAN SHOULD AND HARD COPY. THE PLAN SHOULD HARD COPY. THE PLAN SHOULD HARD COPY. THE PLAN SHOULD COPY. THE PLAN SHOULD COPY. THE PLAN SHOULD THE PLAN SHOULD THE PLAN SHOULD PLAN SHOULD PLAN SHOULD SHOULD SHOULD SHOW ALL UTILITIES AND FINAL GRADES ANY EASEMENTS AND FINAL GRADING, ALL UTILITIES AND FINAL GRADES ANY EASEMENTS AND FINAL GRADING, ALL UTILITIES AND FINAL GRADES ANY EASEMENTS AND FINAL GRADING, UTILITIES AND FINAL GRADES ANY EASEMENTS AND FINAL GRADING, UTILITIES AND FINAL GRADES ANY EASEMENTS AND FINAL GRADING, AND FINAL GRADES ANY EASEMENTS AND FINAL GRADING, AND FINAL GRADES ANY EASEMENTS AND FINAL GRADING, FINAL GRADES ANY EASEMENTS AND FINAL GRADING, FINAL GRADES ANY EASEMENTS AND FINAL GRADING, GRADES ANY EASEMENTS AND FINAL GRADING, GRADES ANY EASEMENTS AND FINAL GRADING, ANY EASEMENTS AND FINAL GRADING, ANY EASEMENTS AND FINAL GRADING, EASEMENTS AND FINAL GRADING, EASEMENTS AND FINAL GRADING, AND FINAL GRADING, AND FINAL GRADING, FINAL GRADING, FINAL GRADING, GRADING, GRADING, IMPROVEMENTS AND LIMITS OF RESTORATION WORK. THE PLAN SHALL ALSO INCLUDE AND LIMITS OF RESTORATION WORK. THE PLAN SHALL ALSO INCLUDE AND LIMITS OF RESTORATION WORK. THE PLAN SHALL ALSO INCLUDE LIMITS OF RESTORATION WORK. THE PLAN SHALL ALSO INCLUDE LIMITS OF RESTORATION WORK. THE PLAN SHALL ALSO INCLUDE OF RESTORATION WORK. THE PLAN SHALL ALSO INCLUDE OF RESTORATION WORK. THE PLAN SHALL ALSO INCLUDE RESTORATION WORK. THE PLAN SHALL ALSO INCLUDE RESTORATION WORK. THE PLAN SHALL ALSO INCLUDE WORK. THE PLAN SHALL ALSO INCLUDE WORK. THE PLAN SHALL ALSO INCLUDE THE PLAN SHALL ALSO INCLUDE THE PLAN SHALL ALSO INCLUDE PLAN SHALL ALSO INCLUDE PLAN SHALL ALSO INCLUDE SHALL ALSO INCLUDE SHALL ALSO INCLUDE ALSO INCLUDE ALSO INCLUDE INCLUDE INCLUDE PROFILES OF THE VARIOUS NEW UTILITIES, INDICATING RIM & INVERT ELEVATIONS, SLOPES OF OF THE VARIOUS NEW UTILITIES, INDICATING RIM & INVERT ELEVATIONS, SLOPES OF OF THE VARIOUS NEW UTILITIES, INDICATING RIM & INVERT ELEVATIONS, SLOPES OF THE VARIOUS NEW UTILITIES, INDICATING RIM & INVERT ELEVATIONS, SLOPES OF THE VARIOUS NEW UTILITIES, INDICATING RIM & INVERT ELEVATIONS, SLOPES OF VARIOUS NEW UTILITIES, INDICATING RIM & INVERT ELEVATIONS, SLOPES OF VARIOUS NEW UTILITIES, INDICATING RIM & INVERT ELEVATIONS, SLOPES OF NEW UTILITIES, INDICATING RIM & INVERT ELEVATIONS, SLOPES OF NEW UTILITIES, INDICATING RIM & INVERT ELEVATIONS, SLOPES OF UTILITIES, INDICATING RIM & INVERT ELEVATIONS, SLOPES OF UTILITIES, INDICATING RIM & INVERT ELEVATIONS, SLOPES OF INDICATING RIM & INVERT ELEVATIONS, SLOPES OF INDICATING RIM & INVERT ELEVATIONS, SLOPES OF RIM & INVERT ELEVATIONS, SLOPES OF RIM & INVERT ELEVATIONS, SLOPES OF & INVERT ELEVATIONS, SLOPES OF & INVERT ELEVATIONS, SLOPES OF INVERT ELEVATIONS, SLOPES OF INVERT ELEVATIONS, SLOPES OF ELEVATIONS, SLOPES OF ELEVATIONS, SLOPES OF SLOPES OF SLOPES OF OF OF PIPES, PIPE MATERIAL, AND SWING TIES FROM PERMANENT BUILDING CORNERS. IF A CERTIFICATE OF OCCUPANCY IS REQUESTED PRIOR TO ALL SITE WORK BEING A CERTIFICATE OF OCCUPANCY IS REQUESTED PRIOR TO ALL SITE WORK BEING A CERTIFICATE OF OCCUPANCY IS REQUESTED PRIOR TO ALL SITE WORK BEING CERTIFICATE OF OCCUPANCY IS REQUESTED PRIOR TO ALL SITE WORK BEING CERTIFICATE OF OCCUPANCY IS REQUESTED PRIOR TO ALL SITE WORK BEING OF OCCUPANCY IS REQUESTED PRIOR TO ALL SITE WORK BEING OF OCCUPANCY IS REQUESTED PRIOR TO ALL SITE WORK BEING OCCUPANCY IS REQUESTED PRIOR TO ALL SITE WORK BEING OCCUPANCY IS REQUESTED PRIOR TO ALL SITE WORK BEING IS REQUESTED PRIOR TO ALL SITE WORK BEING IS REQUESTED PRIOR TO ALL SITE WORK BEING REQUESTED PRIOR TO ALL SITE WORK BEING REQUESTED PRIOR TO ALL SITE WORK BEING PRIOR TO ALL SITE WORK BEING PRIOR TO ALL SITE WORK BEING TO ALL SITE WORK BEING TO ALL SITE WORK BEING ALL SITE WORK BEING ALL SITE WORK BEING SITE WORK BEING SITE WORK BEING WORK BEING WORK BEING BEING BEING COMPLETED, THE APPLICANT WILL BE REQUIRED TO POST A CERTIFIED BANK CHECK IN THE THE APPLICANT WILL BE REQUIRED TO POST A CERTIFIED BANK CHECK IN THE THE APPLICANT WILL BE REQUIRED TO POST A CERTIFIED BANK CHECK IN THE APPLICANT WILL BE REQUIRED TO POST A CERTIFIED BANK CHECK IN THE APPLICANT WILL BE REQUIRED TO POST A CERTIFIED BANK CHECK IN THE WILL BE REQUIRED TO POST A CERTIFIED BANK CHECK IN THE WILL BE REQUIRED TO POST A CERTIFIED BANK CHECK IN THE BE REQUIRED TO POST A CERTIFIED BANK CHECK IN THE BE REQUIRED TO POST A CERTIFIED BANK CHECK IN THE REQUIRED TO POST A CERTIFIED BANK CHECK IN THE REQUIRED TO POST A CERTIFIED BANK CHECK IN THE TO POST A CERTIFIED BANK CHECK IN THE TO POST A CERTIFIED BANK CHECK IN THE POST A CERTIFIED BANK CHECK IN THE POST A CERTIFIED BANK CHECK IN THE A CERTIFIED BANK CHECK IN THE A CERTIFIED BANK CHECK IN THE CERTIFIED BANK CHECK IN THE CERTIFIED BANK CHECK IN THE BANK CHECK IN THE BANK CHECK IN THE CHECK IN THE CHECK IN THE CHECK IN THE IN THE IN THE THE THE AMOUNT TO COVER THE REMAINING WORK. THE CITY ENGINEER SHALL DETERMINE THE TO COVER THE REMAINING WORK. THE CITY ENGINEER SHALL DETERMINE THE TO COVER THE REMAINING WORK. THE CITY ENGINEER SHALL DETERMINE THE COVER THE REMAINING WORK. THE CITY ENGINEER SHALL DETERMINE THE COVER THE REMAINING WORK. THE CITY ENGINEER SHALL DETERMINE THE THE REMAINING WORK. THE CITY ENGINEER SHALL DETERMINE THE THE REMAINING WORK. THE CITY ENGINEER SHALL DETERMINE THE REMAINING WORK. THE CITY ENGINEER SHALL DETERMINE THE REMAINING WORK. THE CITY ENGINEER SHALL DETERMINE THE REMAINING WORK. THE CITY ENGINEER SHALL DETERMINE THE WORK. THE CITY ENGINEER SHALL DETERMINE THE WORK. THE CITY ENGINEER SHALL DETERMINE THE THE CITY ENGINEER SHALL DETERMINE THE THE CITY ENGINEER SHALL DETERMINE THE CITY ENGINEER SHALL DETERMINE THE CITY ENGINEER SHALL DETERMINE THE ENGINEER SHALL DETERMINE THE ENGINEER SHALL DETERMINE THE SHALL DETERMINE THE SHALL DETERMINE THE SHALL DETERMINE THE DETERMINE THE DETERMINE THE THE THE VALUE OF THE UNCOMPLETED WORK. NO EXCAVATION IS ALLOWED WITHIN ANY CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH EXCAVATION IS ALLOWED WITHIN ANY CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH EXCAVATION IS ALLOWED WITHIN ANY CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH IS ALLOWED WITHIN ANY CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH IS ALLOWED WITHIN ANY CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH ALLOWED WITHIN ANY CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH ALLOWED WITHIN ANY CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH WITHIN ANY CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH WITHIN ANY CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH ANY CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH ANY CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH CITY RIGHT-OF-WAY BETWEEN NOVEMBER 15TH RIGHT-OF-WAY BETWEEN NOVEMBER 15TH RIGHT-OF-WAY BETWEEN NOVEMBER 15TH BETWEEN NOVEMBER 15TH BETWEEN NOVEMBER 15TH NOVEMBER 15TH NOVEMBER 15TH 15TH 15TH AND APRIL 15TH. IF AN EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, APRIL 15TH. IF AN EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, APRIL 15TH. IF AN EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, 15TH. IF AN EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, 15TH. IF AN EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, 15TH. IF AN EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, IF AN EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, IF AN EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, IF AN EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, AN EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, AN EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, EMERGENCY EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, EXISTS OR THERE ARE EXTENUATING CIRCUMSTANCES, OR THERE ARE EXTENUATING CIRCUMSTANCES, OR THERE ARE EXTENUATING CIRCUMSTANCES, THERE ARE EXTENUATING CIRCUMSTANCES, THERE ARE EXTENUATING CIRCUMSTANCES, ARE EXTENUATING CIRCUMSTANCES, ARE EXTENUATING CIRCUMSTANCES, EXTENUATING CIRCUMSTANCES, EXTENUATING CIRCUMSTANCES, CIRCUMSTANCES, CIRCUMSTANCES, APPLICANT MAY SEEK PERMISSION FOR SUCH WORK FROM THE CITY DPW COMMISSIONER VIA MAY SEEK PERMISSION FOR SUCH WORK FROM THE CITY DPW COMMISSIONER VIA MAY SEEK PERMISSION FOR SUCH WORK FROM THE CITY DPW COMMISSIONER VIA SEEK PERMISSION FOR SUCH WORK FROM THE CITY DPW COMMISSIONER VIA SEEK PERMISSION FOR SUCH WORK FROM THE CITY DPW COMMISSIONER VIA PERMISSION FOR SUCH WORK FROM THE CITY DPW COMMISSIONER VIA PERMISSION FOR SUCH WORK FROM THE CITY DPW COMMISSIONER VIA PERMISSION FOR SUCH WORK FROM THE CITY DPW COMMISSIONER VIA FOR SUCH WORK FROM THE CITY DPW COMMISSIONER VIA FOR SUCH WORK FROM THE CITY DPW COMMISSIONER VIA SUCH WORK FROM THE CITY DPW COMMISSIONER VIA SUCH WORK FROM THE CITY DPW COMMISSIONER VIA WORK FROM THE CITY DPW COMMISSIONER VIA WORK FROM THE CITY DPW COMMISSIONER VIA FROM THE CITY DPW COMMISSIONER VIA FROM THE CITY DPW COMMISSIONER VIA THE CITY DPW COMMISSIONER VIA THE CITY DPW COMMISSIONER VIA CITY DPW COMMISSIONER VIA CITY DPW COMMISSIONER VIA DPW COMMISSIONER VIA DPW COMMISSIONER VIA COMMISSIONER VIA COMMISSIONER VIA VIA VIA THE CITY ENGINEER. IF PERMISSION IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL CITY ENGINEER. IF PERMISSION IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL CITY ENGINEER. IF PERMISSION IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL ENGINEER. IF PERMISSION IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL ENGINEER. IF PERMISSION IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL IF PERMISSION IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL IF PERMISSION IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL IF PERMISSION IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL PERMISSION IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL PERMISSION IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL PERMISSION IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL IS GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL GRANTED, SPECIAL CONSTRUCTION STANDARDS WILL SPECIAL CONSTRUCTION STANDARDS WILL SPECIAL CONSTRUCTION STANDARDS WILL CONSTRUCTION STANDARDS WILL CONSTRUCTION STANDARDS WILL STANDARDS WILL STANDARDS WILL WILL WILL BE APPLIED. APPLICANT OR APPLICANT'S REPRESENTATIVE MUST CONTACT THE CITY OF APPLIED. APPLICANT OR APPLICANT'S REPRESENTATIVE MUST CONTACT THE CITY OF APPLIED. APPLICANT OR APPLICANT'S REPRESENTATIVE MUST CONTACT THE CITY OF APPLICANT OR APPLICANT'S REPRESENTATIVE MUST CONTACT THE CITY OF APPLICANT OR APPLICANT'S REPRESENTATIVE MUST CONTACT THE CITY OF APPLICANT OR APPLICANT'S REPRESENTATIVE MUST CONTACT THE CITY OF OR APPLICANT'S REPRESENTATIVE MUST CONTACT THE CITY OF OR APPLICANT'S REPRESENTATIVE MUST CONTACT THE CITY OF APPLICANT'S REPRESENTATIVE MUST CONTACT THE CITY OF APPLICANT'S REPRESENTATIVE MUST CONTACT THE CITY OF APPLICANT'S REPRESENTATIVE MUST CONTACT THE CITY OF REPRESENTATIVE MUST CONTACT THE CITY OF REPRESENTATIVE MUST CONTACT THE CITY OF MUST CONTACT THE CITY OF MUST CONTACT THE CITY OF CONTACT THE CITY OF CONTACT THE CITY OF THE CITY OF THE CITY OF CITY OF CITY OF OF OF NEWTON ENGINEERING DEPARTMENT PRIOR TO START OF WORK FOR CLARIFICATION. ALL SITE WORK INCLUDING TRENCH RESTORATION MUST BEING COMPLETED BEFORE A SITE WORK INCLUDING TRENCH RESTORATION MUST BEING COMPLETED BEFORE A SITE WORK INCLUDING TRENCH RESTORATION MUST BEING COMPLETED BEFORE A WORK INCLUDING TRENCH RESTORATION MUST BEING COMPLETED BEFORE A WORK INCLUDING TRENCH RESTORATION MUST BEING COMPLETED BEFORE A INCLUDING TRENCH RESTORATION MUST BEING COMPLETED BEFORE A INCLUDING TRENCH RESTORATION MUST BEING COMPLETED BEFORE A TRENCH RESTORATION MUST BEING COMPLETED BEFORE A TRENCH RESTORATION MUST BEING COMPLETED BEFORE A RESTORATION MUST BEING COMPLETED BEFORE A RESTORATION MUST BEING COMPLETED BEFORE A MUST BEING COMPLETED BEFORE A MUST BEING COMPLETED BEFORE A BEING COMPLETED BEFORE A BEING COMPLETED BEFORE A COMPLETED BEFORE A COMPLETED BEFORE A BEFORE A BEFORE A A A CERTIFICATION OF OCCUPANCY IS ISSUED. THE APPLICANT WILL HAVE TO APPLY FOR STREET OPENING, UTILITY CONNECTION AND APPLICANT WILL HAVE TO APPLY FOR STREET OPENING, UTILITY CONNECTION AND APPLICANT WILL HAVE TO APPLY FOR STREET OPENING, UTILITY CONNECTION AND WILL HAVE TO APPLY FOR STREET OPENING, UTILITY CONNECTION AND WILL HAVE TO APPLY FOR STREET OPENING, UTILITY CONNECTION AND HAVE TO APPLY FOR STREET OPENING, UTILITY CONNECTION AND HAVE TO APPLY FOR STREET OPENING, UTILITY CONNECTION AND TO APPLY FOR STREET OPENING, UTILITY CONNECTION AND TO APPLY FOR STREET OPENING, UTILITY CONNECTION AND APPLY FOR STREET OPENING, UTILITY CONNECTION AND APPLY FOR STREET OPENING, UTILITY CONNECTION AND FOR STREET OPENING, UTILITY CONNECTION AND FOR STREET OPENING, UTILITY CONNECTION AND STREET OPENING, UTILITY CONNECTION AND STREET OPENING, UTILITY CONNECTION AND OPENING, UTILITY CONNECTION AND OPENING, UTILITY CONNECTION AND UTILITY CONNECTION AND UTILITY CONNECTION AND CONNECTION AND CONNECTION AND AND AND TRENCH PERMITS AS WELL AS AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR PERMITS AS WELL AS AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR PERMITS AS WELL AS AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR AS WELL AS AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR AS WELL AS AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR AS WELL AS AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR WELL AS AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR WELL AS AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR AS AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR AS AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR AN INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR INSTALL CURB & SIDEWALK PERMIT WITH THE DPW PRIOR CURB & SIDEWALK PERMIT WITH THE DPW PRIOR CURB & SIDEWALK PERMIT WITH THE DPW PRIOR & SIDEWALK PERMIT WITH THE DPW PRIOR & SIDEWALK PERMIT WITH THE DPW PRIOR SIDEWALK PERMIT WITH THE DPW PRIOR SIDEWALK PERMIT WITH THE DPW PRIOR PERMIT WITH THE DPW PRIOR PERMIT WITH THE DPW PRIOR WITH THE DPW PRIOR WITH THE DPW PRIOR THE DPW PRIOR THE DPW PRIOR DPW PRIOR DPW PRIOR PRIOR PRIOR TO START OF WORK. WITH THE EXCEPTION OF GAS SERVICES, ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON THE EXCEPTION OF GAS SERVICES, ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON THE EXCEPTION OF GAS SERVICES, ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON EXCEPTION OF GAS SERVICES, ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON EXCEPTION OF GAS SERVICES, ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON OF GAS SERVICES, ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON OF GAS SERVICES, ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON GAS SERVICES, ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON GAS SERVICES, ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON SERVICES, ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON SERVICES, ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON ALL UTILITY TRENCHES WITHIN THE CITY OF NEWTON UTILITY TRENCHES WITHIN THE CITY OF NEWTON UTILITY TRENCHES WITHIN THE CITY OF NEWTON TRENCHES WITHIN THE CITY OF NEWTON TRENCHES WITHIN THE CITY OF NEWTON WITHIN THE CITY OF NEWTON WITHIN THE CITY OF NEWTON THE CITY OF NEWTON THE CITY OF NEWTON CITY OF NEWTON CITY OF NEWTON OF NEWTON OF NEWTON NEWTON NEWTON RIGHT-OF-WAY WILL BE BACKFILLED WITH TYPE IE (EXCAVATABLE) CONTROLLED DENSITY WILL BE BACKFILLED WITH TYPE IE (EXCAVATABLE) CONTROLLED DENSITY WILL BE BACKFILLED WITH TYPE IE (EXCAVATABLE) CONTROLLED DENSITY BE BACKFILLED WITH TYPE IE (EXCAVATABLE) CONTROLLED DENSITY BE BACKFILLED WITH TYPE IE (EXCAVATABLE) CONTROLLED DENSITY BACKFILLED WITH TYPE IE (EXCAVATABLE) CONTROLLED DENSITY BACKFILLED WITH TYPE IE (EXCAVATABLE) CONTROLLED DENSITY WITH TYPE IE (EXCAVATABLE) CONTROLLED DENSITY WITH TYPE IE (EXCAVATABLE) CONTROLLED DENSITY TYPE IE (EXCAVATABLE) CONTROLLED DENSITY TYPE IE (EXCAVATABLE) CONTROLLED DENSITY IE (EXCAVATABLE) CONTROLLED DENSITY IE (EXCAVATABLE) CONTROLLED DENSITY (EXCAVATABLE) CONTROLLED DENSITY (EXCAVATABLE) CONTROLLED DENSITY CONTROLLED DENSITY CONTROLLED DENSITY DENSITY DENSITY FILL, AS SPECIFIED BY THE CITY OF NEWTON ENGINEERING SPECIFICATIONS. APPROVAL OF THIS PLAN BY THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE OF THIS PLAN BY THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE OF THIS PLAN BY THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE THIS PLAN BY THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE THIS PLAN BY THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE PLAN BY THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE PLAN BY THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE BY THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE BY THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE CITY OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE OF NEWTON ENGINEERING DIVISION IMPLIES THAT THE NEWTON ENGINEERING DIVISION IMPLIES THAT THE NEWTON ENGINEERING DIVISION IMPLIES THAT THE ENGINEERING DIVISION IMPLIES THAT THE ENGINEERING DIVISION IMPLIES THAT THE DIVISION IMPLIES THAT THE DIVISION IMPLIES THAT THE IMPLIES THAT THE IMPLIES THAT THE THAT THE THAT THE THE THE PLAN MEETS THE MINIMAL DESIGN STANDARDS OF THE CITY OF NEWTON. HOWEVER, THE MEETS THE MINIMAL DESIGN STANDARDS OF THE CITY OF NEWTON. HOWEVER, THE MEETS THE MINIMAL DESIGN STANDARDS OF THE CITY OF NEWTON. HOWEVER, THE THE MINIMAL DESIGN STANDARDS OF THE CITY OF NEWTON. HOWEVER, THE THE MINIMAL DESIGN STANDARDS OF THE CITY OF NEWTON. HOWEVER, THE MINIMAL DESIGN STANDARDS OF THE CITY OF NEWTON. HOWEVER, THE MINIMAL DESIGN STANDARDS OF THE CITY OF NEWTON. HOWEVER, THE DESIGN STANDARDS OF THE CITY OF NEWTON. HOWEVER, THE DESIGN STANDARDS OF THE CITY OF NEWTON. HOWEVER, THE STANDARDS OF THE CITY OF NEWTON. HOWEVER, THE STANDARDS OF THE CITY OF NEWTON. HOWEVER, THE OF THE CITY OF NEWTON. HOWEVER, THE OF THE CITY OF NEWTON. HOWEVER, THE THE CITY OF NEWTON. HOWEVER, THE THE CITY OF NEWTON. HOWEVER, THE CITY OF NEWTON. HOWEVER, THE CITY OF NEWTON. HOWEVER, THE OF NEWTON. HOWEVER, THE OF NEWTON. HOWEVER, THE NEWTON. HOWEVER, THE NEWTON. HOWEVER, THE HOWEVER, THE HOWEVER, THE HOWEVER, THE THE THE ENGINEERING DIVISION MAKES NO REPRESENTATIONS AND ASSUMES NO RESPONSIBILITY FOR DIVISION MAKES NO REPRESENTATIONS AND ASSUMES NO RESPONSIBILITY FOR DIVISION MAKES NO REPRESENTATIONS AND ASSUMES NO RESPONSIBILITY FOR DIVISION MAKES NO REPRESENTATIONS AND ASSUMES NO RESPONSIBILITY FOR MAKES NO REPRESENTATIONS AND ASSUMES NO RESPONSIBILITY FOR MAKES NO REPRESENTATIONS AND ASSUMES NO RESPONSIBILITY FOR NO REPRESENTATIONS AND ASSUMES NO RESPONSIBILITY FOR NO REPRESENTATIONS AND ASSUMES NO RESPONSIBILITY FOR REPRESENTATIONS AND ASSUMES NO RESPONSIBILITY FOR REPRESENTATIONS AND ASSUMES NO RESPONSIBILITY FOR AND ASSUMES NO RESPONSIBILITY FOR AND ASSUMES NO RESPONSIBILITY FOR ASSUMES NO RESPONSIBILITY FOR ASSUMES NO RESPONSIBILITY FOR NO RESPONSIBILITY FOR NO RESPONSIBILITY FOR RESPONSIBILITY FOR RESPONSIBILITY FOR FOR FOR THE DESIGN(S) IN TERMS OF SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE DESIGN(S) IN TERMS OF SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE DESIGN(S) IN TERMS OF SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE IN TERMS OF SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE IN TERMS OF SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE TERMS OF SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE TERMS OF SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE OF SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE OF SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE OF SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE SUITABILITY FOR THE PARTICULAR SITE CONDITIONS OR OF THE FOR THE PARTICULAR SITE CONDITIONS OR OF THE FOR THE PARTICULAR SITE CONDITIONS OR OF THE THE PARTICULAR SITE CONDITIONS OR OF THE THE PARTICULAR SITE CONDITIONS OR OF THE PARTICULAR SITE CONDITIONS OR OF THE PARTICULAR SITE CONDITIONS OR OF THE SITE CONDITIONS OR OF THE SITE CONDITIONS OR OF THE CONDITIONS OR OF THE CONDITIONS OR OF THE OR OF THE OR OF THE OF THE OF THE THE THE FUNCTIONABILITY OR PERFORMANCE OF ANY ITEMS CONSTRUCTED IN ACCORDANCE WITH THE OR PERFORMANCE OF ANY ITEMS CONSTRUCTED IN ACCORDANCE WITH THE OR PERFORMANCE OF ANY ITEMS CONSTRUCTED IN ACCORDANCE WITH THE PERFORMANCE OF ANY ITEMS CONSTRUCTED IN ACCORDANCE WITH THE PERFORMANCE OF ANY ITEMS CONSTRUCTED IN ACCORDANCE WITH THE OF ANY ITEMS CONSTRUCTED IN ACCORDANCE WITH THE OF ANY ITEMS CONSTRUCTED IN ACCORDANCE WITH THE ANY ITEMS CONSTRUCTED IN ACCORDANCE WITH THE ANY ITEMS CONSTRUCTED IN ACCORDANCE WITH THE ANY ITEMS CONSTRUCTED IN ACCORDANCE WITH THE ITEMS CONSTRUCTED IN ACCORDANCE WITH THE ITEMS CONSTRUCTED IN ACCORDANCE WITH THE CONSTRUCTED IN ACCORDANCE WITH THE CONSTRUCTED IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE ACCORDANCE WITH THE ACCORDANCE WITH THE WITH THE WITH THE THE THE DESIGN(S). THE CITY OF NEWTON ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, THE CITY OF NEWTON ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, THE CITY OF NEWTON ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, THE CITY OF NEWTON ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, CITY OF NEWTON ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, CITY OF NEWTON ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, OF NEWTON ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, OF NEWTON ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, NEWTON ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, NEWTON ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, ASSUMES NO LIABILITIES FOR DESIGN ASSUMPTION, NO LIABILITIES FOR DESIGN ASSUMPTION, NO LIABILITIES FOR DESIGN ASSUMPTION, LIABILITIES FOR DESIGN ASSUMPTION, LIABILITIES FOR DESIGN ASSUMPTION, LIABILITIES FOR DESIGN ASSUMPTION, FOR DESIGN ASSUMPTION, FOR DESIGN ASSUMPTION, DESIGN ASSUMPTION, DESIGN ASSUMPTION, ASSUMPTION, ASSUMPTION, ERRORS OR OMISSIONS BY THE ENGINEER OF RECORD. ALL SILTATION CONTROL SYSTEMS SHALL BE INSTALLED AND INSPECTED BY THE SILTATION CONTROL SYSTEMS SHALL BE INSTALLED AND INSPECTED BY THE SILTATION CONTROL SYSTEMS SHALL BE INSTALLED AND INSPECTED BY THE CONTROL SYSTEMS SHALL BE INSTALLED AND INSPECTED BY THE CONTROL SYSTEMS SHALL BE INSTALLED AND INSPECTED BY THE SYSTEMS SHALL BE INSTALLED AND INSPECTED BY THE SYSTEMS SHALL BE INSTALLED AND INSPECTED BY THE SHALL BE INSTALLED AND INSPECTED BY THE SHALL BE INSTALLED AND INSPECTED BY THE BE INSTALLED AND INSPECTED BY THE BE INSTALLED AND INSPECTED BY THE INSTALLED AND INSPECTED BY THE INSTALLED AND INSPECTED BY THE AND INSPECTED BY THE AND INSPECTED BY THE INSPECTED BY THE INSPECTED BY THE BY THE BY THE THE THE CONSERVATION COMMISSION AGENT(S) PRIOR TO ANY CONSTRUCTION.
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GENERAL & UTILITIES NOTES:
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CENTERLINE
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OF TRENCH
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12" MIN.
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LIMITS OF
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EXCAVATION
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12" MIN.
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EXISTING BITUMINOUS
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CONCRETE TOP COURSE
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EXISTING BITUMINOUS
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CONCRETE BINDER COURSE
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EXISTING ROADWAY SUB-BASE
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BACKFILL PER
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SPECIFIC UTILITY
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TRENCH DETAIL
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%%uTRENCH RESTORATION:
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1.5" TYPE I-1 BITUMINOUS
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CONCRETE TOP COURSE
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BITUMINOUS CONCRETE
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BINDER COURSE, 3" MIN.
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OR MATCH BOTTOM OF
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EXISTING BITUMINOUS
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CONCRETE, WHICHEVER IS
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6" MIN. OF PROCESSED
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GRAVEL PER MHD M2.01.7
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GREATER.
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%%UEXISTING CONDITION:
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1. ALL INSTALLATION AND MATERIAL SPECIFICATIONS PER MASS. HIGHWAY DEPARTMENT
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STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, 1988 AS AMENDED.
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2. ALL EXPOSED BITUMINOUS CONCRETE IS TO BE TACKED PER MHD PRIOR TO
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NEW BITUMINOUS CONCRETE INSTALLATION.
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3. ALL EXPOSED JOINTS ARE TO BE SEALED WITH TACK AND STONE DUST.
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4. ANY TOP COURSE APPLIED AT A WIDTH OF 6' WIDE OR GREATER IS TO BE
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PLACED BY MACHINE/BOX SPREADER WHEN & AS DIRECTED BY THE CITY OF NEWTON.
BRICK SHELF SHALL BE SLOPED TOWARD CHANNEL. LOWEST SHELF ELEVATION TO BE AT LEAST AS HIGH AS CROWN OF HIGHEST PIPE.
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RUBBER BOOT
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UNSUITABLE MATERIAL TO BE REMOVED AND REPLACED W/GRAVEL BORROW (MHD M1.03.0 "TYPE B") COMPACTED IN 6" LAYERS
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12" MIN. COMPACTED GRAVEL BORROW (MHD M1.03.0 "TYPE B")COMPACTED SUBBASE
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NOTE: SEWER MANHOLE SHOULD BE WATERPROOF.
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8'-0"
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4'-0"
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NOTES:
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1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
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6"
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1'-8"
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11
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3
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16
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"
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9
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1
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2
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"
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7'-10"
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9
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1
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2
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"
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8
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3
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4
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"
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3'-10"
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2
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1
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2
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"
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6"
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PLAN VIEW
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SIDE SECTION VIEW
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END SECTION VIEW
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ITEM NO. LE-AC
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6" INLETS (4 PLACES)
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24" X 14" INSPECTION COVER
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2. DESIGNED FOR H-20 LOADING.
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WT=3,111#
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MIN. 3/4" TO 1-1/2"
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WASHED STONE
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3" PEASTONE
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ABOVE AND BELOW
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FILTER FABRIC
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MIN. 3/4" TO 1-1/2"
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WASHED STONE
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2.0'
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WASHED STONE
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MIN. 3" 1/8"-1/2"
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6"
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INFILTRATION SYSTEM #3 & #4 AMERATION CHAMBER (H-20)
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INF. SYSTEM #3 STONE BASE 6" DEPTH
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INF. SYSTEM #4 STONE BASE 12" DEPTH
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BOS=SEE PLAN
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TOS=SEE PLAN
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POLE
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8"
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FROM HAY BALES, BACKFILL AND TAMP
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PLACE 8" OF FABRIC ALONG TRENCH AWAY
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6"
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RESOURCE AREA
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FLOW
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POSTS
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2x2x4' WOODEN
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COUPLER
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FILTER FABRIC
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TOGETHER AND JOIN
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WRAP POLES
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SILT FENCE
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NOT TO SCALE
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CPP WYE
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CONCRETE COLLAR
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12" SQUARE
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CAST IRON WITH HEAVY
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DUTY BRASS TOP OR
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PRODUCT NO. Z-1402-HD
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APPROVED EQUAL
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CPP PIPE
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FINISH GRADE
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ZURN CLEANOUT
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6" CPP 45%%d BEND
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6" PVC TO CPP
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6"
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ADAPTER
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MAIN LINE
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6" PVC
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%%UDRAIN CLEANOUT
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NOT TO SCALE
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CONCRETE
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FINISHED STREET GRADE
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PROPOSED 8" DICL CLASS 52 WATER LINE
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MECHANICAL JOINTS (TYP)
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EXISTING 8" WATER MAIN
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NOTES: - CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT WILL BEAR ON UNDISTURBED EARTH. - USE RESTRAINED JOINT FITTINGS OR TIE RODS WHERE CONCRETE THRUST BLOCK IS UNACCEPTABLE. - SIZE OF BLOCK OR MEGALUG TO BE DESIGNED FOR SPECIFIC CONDITIONS.
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5'-6" TYPICAL
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VALVE BOX AND COVER (TYP)
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ACCESS TUBE (TYP)
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MASONRY RING (TYP)
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MECHANICAL JOINT TAPPING GATE VALVE (TYP)
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EXISTING 8" WATER MAIN
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GATE VALVE OPEN RIGHT EPOXY COATED WITH RESILIENT SEAT (TYP)
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NOT TO SCALE
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WATER CONNECTION AT MAIN
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8"x8"x6" DICL TEE
INC.
TVA SCOS
PE STAI
PLAN
SECTION
END VIEW
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SCALE: 1" = 20' (HORIZONTAL)
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SCALE: 1" = 4' (VERTICAL)
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PROPOSED SEWER PROFILE (REAR UNIT-4)
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INV.(out) =144.6
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INV.=154.90 (INVERT@MAIN=154.73)
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F.FRST.FLR.EL.=152.0
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CRAWLSPACE EL.=146.6
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PROPOSED 2 STORY 12 STORY WOOD (REAR BLDG. UNIT 4)
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F.SEC.FLR.EL.=162.0
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PROPOSED E-ONE SEWER GRINDER/PUMP(REAR UNIT 4) MODEL DH071-74 4" INV.IN(SCH-40)=144.60 1 " INV.OUT(FPT)=145.2714" INV.OUT(FPT)=145.27
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