town of mansfield, connecticut water pollution … · town of mansfield, connecticut water...

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TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION CONTROL AUTHORITY 4 SOUTH EAGLEVILLE ROAD, MANSFIELD, CT 06268 FOUR CORNERS SANITARY SEWER PROJECT CONTRACT NO. 2 JULY 2018 SCALE: 1"=3000' LOCATION MAP 273 Dividend Road, Rocky Hill, CT 06067 Weston & Sampson Engineers, Inc. PROJECT AREA

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Page 1: TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION … · town of mansfield, connecticut water pollution control authority 4 south eagleville road, mansfield, ct 06268 four corners sanitary

TOWN OF MANSFIELD, CONNECTICUT

WATER POLLUTION CONTROL AUTHORITY4 SOUTH EAGLEVILLE ROAD, MANSFIELD, CT 06268

FOUR CORNERS SANITARY SEWER PROJECTCONTRACT NO. 2

JULY 2018

SCALE: 1"=3000'

LOCATION MAP

273 Dividend Road, Rocky Hill, CT 06067

Weston & Sampson Engineers, Inc.

PROJECT AREA

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\\wse03.local\WSE\Projects\CT\_RockyhillOldServer\Mansfield CT\2110143-Four Corners Pumping Stations\5 Project Name CAD\1 PS Civil.dwg
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July 27, 2018
Page 2: TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION … · town of mansfield, connecticut water pollution control authority 4 south eagleville road, mansfield, ct 06268 four corners sanitary

G-1

SHEET

CIVIL DRAWINGS

TITLE

DRAWING NO.

2 G-1 LEGEND ABBREVIATIONS, NOTES, AND

DRAWING INDEX

3 C-1 JENSEN'S PARK PUMPING STATION

PROPOSED SITE PLAN

4 C-2 JENSEN'S PARK PUMPING STATION SITE

LAYOUT PLAN AND SEWER PROFILE

5 C-3 WILLARD'S PUMPING STATION

PROPOSED SITE PLAN

6 C-4 WILLARD'S PUMPING STATION SITE

LAYOUT PLAN

7 C-5 PUMPING STATION SOIL EROSION AND

SEDIMENT CONTROL DETAILS

8 C-6 CIVIL DETAILS I

9 C-7 CIVIL DETAILS II

SHEET TITLEDRAWING NO.

10 M-1 GENERAL MECHANICAL NOTES

11 M-2 JENSEN'S PARK PUMPING STATION

CONSTRUCTION PLAN AND SECTION

12 M-3 WILLARD'S PUMPING STATION

CONSTRUCTION PLAN AND SECTION

13 M-4 JENSEN'S PARK PUMPING STATION

CONTROL BUILDING PLAN AND ELEVATIONS

14 M-5 WILLARDS PUMPING STATION CONTROL

BUILDING PLAN AND ELEVATIONS

15 M-6 MECHANICAL DETAILS I

16 M-7 MECHANICAL DETAILS II

MECHANICAL DRAWINGS

DRAWING INDEX

SHEET TITLEDRAWING NO.

17 E-1 ELECTRICAL LEGEND

18 E-2 ELECTRICAL SITE PLANS

19 E-3 JENSEN'S PUMP STATION

ELECTRICAL PLANS

20 E-4 WILLARD'S PUMP STATION

ELECTRICAL PLANS

21 E-5 ELECTRICAL DETAILS

ELECTRICAL DRAWINGS

SHEET TITLEDRAWING NO.

22 H-1 HVAC LEGEND

23 H-2 JENSEN'S PUMPING STATION HVAC PLANS

24 H-3 WILLARDS PUMPING STATION HVAC PLANS

HVAC DRAWINGS

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2
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LEGEND, ABBREVIATIONS, NOTES AND DRAWING INDEX
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AS NOTED
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%%uABBREVIATIONS
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HOUSE CONNECTION
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TELEPHONE
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WATER SERVICE
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ELECTRIC
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FORCE MAIN
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WATER MAIN
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SANITARY SEWER
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DESCRIPTION
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STORM DRAIN
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TEMPORARY WATER
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SANITARY SEWER MANHOLE
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UTILITY POLE
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EDGE OF UNPAVED ROAD
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EDGE OF PAVEMENT
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LIGHT POST
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REDUCER
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CATCH BASIN (CURB INLET)
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CATCH BASIN
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TELEPHONE MANHOLE
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CLEANOUT
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STORM DRAIN MANHOLE
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4"G
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6"FM DI
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6"W DI
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8"S PVC
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4"W
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#35
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CONTOUR LINES
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GUARD POST
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STATE HIGHWAY STATION
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BOLLARD
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RIP RAP
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FLOOR ELEVATION
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HOUSE NUMBER
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WETLAND FLAGS
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WETLAND
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INDIVIDUAL DECIDUOUS TREE
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%%UNOTE:
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INLET PROTECTION
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SILT FENCE
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HAY BALES
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ROCK OUTCROP
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DRAINAGE DITCH / SWALE
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BENCH MARK
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TEST PIT
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BORING
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ITEMS SHOWN IN THE LEGEND MAY NOT BE PRESENT IN THESE PLANS
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%%uCONSTRUCTION NOTES:
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1.THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" (CBYD) AT THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" (CBYD) AT 1-800-922-4455 AT LEAST 72 HOURS, SATURDAYS, SUNDAYS, AND HOLIDAYS EXCLUDED, PRIOR TO EXCAVATING AT ANY LOCATION. A COPY OF THE CBYD PROJECT REFERENCE NUMBER(S) SHALL BE GIVEN TO THE OWNER PRIOR TO EXCAVATION. 2.LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES, FOUNDATIONS AND OTHER LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES, FOUNDATIONS AND OTHER UNDERGROUND OBJECTS ARE NOT WARRANTED TO BE CORRECT AND THE CONTRACTOR SHALL HAVE NO CLAIM ON THAT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN. 3.TEST PITS TO LOCATE EXISTING UTILITIES MAY BE REQUIRED BY THE ENGINEER. TEST PITS TO LOCATE EXISTING UTILITIES MAY BE REQUIRED BY THE ENGINEER. 4.FENCES, MAIL BOXES, SIGNS, CURBS, LIGHT POLES, ETC. SHALL BE REMOVED FENCES, MAIL BOXES, SIGNS, CURBS, LIGHT POLES, ETC. SHALL BE REMOVED AND REPLACED AS NECESSARY TO PERFORM THE WORK. UNLESS OTHERWISE INDICATED, ALL SUCH WORK SHALL BE INCIDENTAL TO CONSTRUCTION OF THE PROJECT. 5.ALL PAVEMENT OUTSIDE OF THE LIMITS SHOWN WHICH IS DISTURBED BY THE ALL PAVEMENT OUTSIDE OF THE LIMITS SHOWN WHICH IS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS. 6.ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND PAYMENT LIMITS SHALL ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND PAYMENT LIMITS SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER. 7.THE CONTRACTOR SHALL MAINTAIN SIDE SLOPES AND DRAINAGE SWALES THE CONTRACTOR SHALL MAINTAIN SIDE SLOPES AND DRAINAGE SWALES DURING CONSTRUCTION TO PREVENT PONDING AND EROSION. 8.THE CONTRACTOR SHALL NOT STORE ANY APPARATUS, MATERIALS, SUPPLIES, THE CONTRACTOR SHALL NOT STORE ANY APPARATUS, MATERIALS, SUPPLIES, AND EQUIPMENT ON DRAINAGE STRUCTURES OR WITHIN 100 FEET OF WETLANDS. 9.THE CONTRACTOR SHALL GRADE PROPOSED SLOPES TO MEET EXISTING SLOPES THE CONTRACTOR SHALL GRADE PROPOSED SLOPES TO MEET EXISTING SLOPES WHERE SHOWN ON PLANS, IN ACCORDANCE WITH THE MINIMUM AND MAXIMUM SLOPES SPECIFIED. 10.THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL DEVICES BEFORE THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL DEVICES BEFORE BEGINNING OTHER WORK ON SITE. 11.THE CONTRACTOR SHALL PROVIDE INLET PROTECTION ON THE EXISTING CATCH THE CONTRACTOR SHALL PROVIDE INLET PROTECTION ON THE EXISTING CATCH BASINS THROUGHOUT THE DURATION OF THE PROJECT. 12.THE CONTRACTOR SHALL NOTIFY THE CONNECTICUT WATER COMPANY THE CONTRACTOR SHALL NOTIFY THE CONNECTICUT WATER COMPANY (860-292-5590) AT LEAST 72 HOURS PRIOR TO EXCAVATING NEAR WATERLINES. 13.ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT THE END OF ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT THE END OF EACH WORKING DAY BY BACKFILLING. COVERING WITH STEEL PLATES MAY BE ALLOWED IF APPROVED BY THE OWNER. 14.WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH OF AT LEAST 12" BELOW THE BOTTOM OF EXCAVATION UNLESS OTHERWISE SPECIFIED. 15.DURING THE PROCESS OF WORK, THE CONTRACTOR SHALL CONDUCT DURING THE PROCESS OF WORK, THE CONTRACTOR SHALL CONDUCT OPERATIONS AND MAINTAIN THE AREA OF ACTIVITIES, INCLUDING SWEEPING AND SPRINKLING OF STREETS AS NECESSARY, TO MINIMIZE CREATION AND DISPERSION OF DUST. 16.A TRAFFIC CONTROL PLAN SHALL BE FOLLOWED AS STATED IN THE A TRAFFIC CONTROL PLAN SHALL BE FOLLOWED AS STATED IN THE SPECIFICATIONS. SIGNAGE SHALL BE PROVIDED AS NEEDED. 17.WHERE EXISTING FENCES ARE TO BE REMOVED AND RESET, A TEMPORARY WHERE EXISTING FENCES ARE TO BE REMOVED AND RESET, A TEMPORARY CONSTRUCTION FENCE SHALL BE ERECTED AFTER REMOVAL FOR THE PROTECTION OF THE RESIDENTS. 18.THE CONTRACTOR SHALL COMPLETE ALL LAYOUTS, SURVEYS, ETC. REQUIRED THE CONTRACTOR SHALL COMPLETE ALL LAYOUTS, SURVEYS, ETC. REQUIRED FOR CONSTRUCTION OF THE PROJECT AS SHOWN AND AS SPECIFIED. 19.CALCULATION OF PIPE SLOPES IS BASED ON ELEVATION CHANGES DIVIDED BY CALCULATION OF PIPE SLOPES IS BASED ON ELEVATION CHANGES DIVIDED BY THE DISTANCE BETWEEN THE OUTSIDE EDGES OF THE MANHOLE WALLS. FOR FOUR FOOT DIAMETER MANHOLES, THIS DISTANCE WAS CALCULATED AS THE CENTERLINE STATIONING MINUS FIVE FEET. FOR FIVE FOOT DIAMETER MANHOLES, THIS DISTANCE WAS CALCULATED AS THE CENTERLINE STATIONING MINUS SIX FEET. `IN' INDICATES UPSTREAM END OF MANHOLE, `OUT' INDICATES DOWNSTREAM END OF MANHOLE. 20.PROTECTION OF WATER SUPPLIES - WHENEVER A SEWER MUST CROSS UNDER PROTECTION OF WATER SUPPLIES - WHENEVER A SEWER MUST CROSS UNDER A WATER MAIN, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEN THE ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET THE ABOVE REQUIREMENT, THE WATER MAIN SHALL BE RELOCATED BY THE CONTRACTOR AS REQUIRED BY THE ENGINEER TO PROVIDE THIS SEPARATION OR THE CONTRACTOR SHALL CONSTRUCT THE NEW SEWER OF CLASS 150 PRESSURE PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE WATER MAIN. ONE FULL LENGTH OF CLASS 150 PRESSURE PIPE SEWER SHOULD BE CENTERED ON THE WATER MAIN AS MUCH AS POSSIBLE. THE SEWER CONSTRUCTED OF THE PRESSURE PIPE MUST BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. 21.CONCRETE CRADLES OR ARCHES SHALL BE CONSTRUCTED WHERE SHOWN ON CONCRETE CRADLES OR ARCHES SHALL BE CONSTRUCTED WHERE SHOWN ON THE DRAWINGS OR WHERE REQUIRED BY THE ENGINEER. UNLESS OTHERWISE INDICATED, CONCRETE USED FOR PIPE ANCHOR BLOCKS, BACKING, PIPE CRADLES, ARCHES, AND FILL SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 22.SEWER TRENCHES MAY BE EXCAVATED WIDER THAN THE `LIMIT OF EXCAVATION SEWER TRENCHES MAY BE EXCAVATED WIDER THAN THE `LIMIT OF EXCAVATION AND PAYMENT FOR EARTH EXCAVATION' ABOVE THE `LINE OF NARROW TRENCH LIMIT.' ANY SUCH ADDITIONAL EXCAVATION SHALL BE AT THE CONTRACTORS EXPENSE AND SHALL NOT BE MEASURED FOR PAYMENT. 23.BELOW THE `LINE OF NARROW TRENCH LIMIT' THE TRENCH SHOULD NOT BE BELOW THE `LINE OF NARROW TRENCH LIMIT' THE TRENCH SHOULD NOT BE EXCAVATED BEYOND THE TRENCH WIDTH `W'. IF MATERIAL IS LOOSENED OR REMOVED BEYOND THE ABOVE MENTIONED LIMITS, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE CRUSHED STONE FOR THE FULL WIDTH OF THE TRENCH AT NO ADDITIONAL COST TO THE OWNER. 24.SHEETING TO BE LEFT IN PLACE SHALL BE USED WHERE SHOWN ON THE SHEETING TO BE LEFT IN PLACE SHALL BE USED WHERE SHOWN ON THE DRAWINGS OR WHERE REQUIRED BY THE ENGINEER. IT SHALL BE LEFT IN PLACE BELOW A LINE 12 INCHES ABOVE THE TOP OF THE PIPE UNLESS OTHERWISE REQUIRED BY THE ENGINEER. 25.FOUR FOOT INSIDE DIAMETER MANHOLES SHALL BE USED WITH SEWER PIPE FOUR FOOT INSIDE DIAMETER MANHOLES SHALL BE USED WITH SEWER PIPE LESS THAN 24 INCHES IN DIAMETER, AND FIVE FOOT INSIDE DIAMETER MANHOLES SHALL BE USED WITH SEWERS EQUAL TO OR GREATER THAN 24 INCHES IN DIAMETER, UNLESS OTHERWISE SPECIFIED. 26.OPENINGS FOR PIPE IN PRECAST MANHOLE BASES SHALL BE CAST IN THE OPENINGS FOR PIPE IN PRECAST MANHOLE BASES SHALL BE CAST IN THE REQUIRED LOCATIONS DURING MANHOLE MANUFACTURE. FIELD CUT OPENINGS WILL NOT BE PERMITTED UNLESS APPROVED BY THE ENGINEER. 27.FORM BRICK INVERTS IN MANHOLES WITH BRICK ON EDGE TO A DEPTH OF 0.8 FORM BRICK INVERTS IN MANHOLES WITH BRICK ON EDGE TO A DEPTH OF 0.8 INSIDE DIAMETER OF PIPE AND FORM A 1 INCH SLOPED BENCH WITH BRICK FLAT. INVERT SHALL BE SLOPED UNIFORMLY BETWEEN INLET AND OUTLET PIPE AND SHALL BE FORMED AND FILLED AS REQUIRED TO DIRECT THE FLOW AS INDICATED AND TO PREVENT DEPOSITION OF SOLIDS. 28.RIM/FRAME ELEVATIONS OF PROPOSED STRUCTURES SHOWN IN THE PROFILES RIM/FRAME ELEVATIONS OF PROPOSED STRUCTURES SHOWN IN THE PROFILES ARE APPROXIMATE AND SHALL BE ADJUSTED AS REQUIRED TO MATCH FIELD CONDITIONS. 29.IN PAVED AREAS THE TOP OF THE MANHOLE COVER SHALL BE SET FLUSH IN PAVED AREAS THE TOP OF THE MANHOLE COVER SHALL BE SET FLUSH WITH THE PAVED SURFACE. IN OTHER AREAS THE TOP OF THE COVER SHALL EXTEND 6 INCHES ABOVE FINISHED GRADE, OR AS SHOWN ON THE DRAWINGS, OR AS REQUIRED BY THE ENGINEER. 30.PROPERTY LINE INFORMATION BASED UPON ASSESSORS MAPPING. PROPERTY LINE INFORMATION BASED UPON ASSESSORS MAPPING. 31.ELEVATIONS REFERENCED ARE BASED ON THE NORTH AMERICAN VERTICAL ELEVATIONS REFERENCED ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. 32.EXISTING UTILITY INFORMATION, TREES, TOPOGRAPHIC INFORMATION, EDGE OF EXISTING UTILITY INFORMATION, TREES, TOPOGRAPHIC INFORMATION, EDGE OF PAVEMENT, UTILITY POLE LOCATIONS, AND LOCATIONS OF EXISTING ABOVE GROUND STRUCTURES FROM FIELD SURVEY PERFORMED BY GESICK AND ASSOCIATES, P.C., AND WESTON & SAMPSON ENGINEERS, INC. 33.EXISTING WATER MAIN LOCATION FROM INFORMATION PROVIDED BY THE TOWN EXISTING WATER MAIN LOCATION FROM INFORMATION PROVIDED BY THE TOWN OF MANSFIELD AND FIELD GATHERED BY GESICK AND ASSOCIATES, P.C.
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AC ASBESTOS CEMENT PIPE ASBESTOS CEMENT PIPE ACCMP ASPHALT COATED CORRUGATED METAL PIPE ASPHALT COATED CORRUGATED METAL PIPE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN SOCIETY FOR TESTING AND MATERIALS BC BITUMINOUS CONCRETE BITUMINOUS CONCRETE BIT BITUMINOUS BITUMINOUS BLDG BUILDING BUILDING BM BENCH MARK BENCH MARK BWBOTTOM OF WALL BOTTOM OF WALL CATV CABLE TELEVISION CABLE TELEVISION CB CATCH BASIN CATCH BASIN CC CONCRETE CURB CONCRETE CURB CI CAST IRON CAST IRON CENTERLINE CENTERLINE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CONC CONCRETE CONCRETE CTDOT CONNECTICUT DEPARTMENT OF TRANSPORTATION CONNECTICUT DEPARTMENT OF TRANSPORTATION CU FT CUBIC FEET CUBIC FEET CY CUBIC YARD CUBIC YARD D STORM DRAIN, DEPTH FROM RIM TO INVERT STORM DRAIN, DEPTH FROM RIM TO INVERT DI DROP INLET, DUCTILE IRON DROP INLET, DUCTILE IRON DIA DIAMETER DIAMETER DMH DRAIN MANHOLE DRAIN MANHOLE E ELECTRIC, EAST ELECTRIC, EAST EA EACH EACH ELEV ELEVATION ELEVATION EOP EDGE OF PAVEMENT EDGE OF PAVEMENT EW EACH WAY EACH WAY EX EXISTING EXISTING FT FEET, FOOT FEET, FOOT G NATURAL GAS NATURAL GAS GALV GALVANIZED GALVANIZED GC GRANITE CURB GRANITE CURB HC HOUSE CONNECTION HOUSE CONNECTION HP HIGH PRESSURE HIGH PRESSURE HYD FIRE HYDRANT FIRE HYDRANT INV INVERT INVERT ID INSIDE DIAMETER INSIDE DIAMETER IP IRON PIPE IRON PIPE LF LINEAR FEET LINEAR FEET LS LUMP SUM LUMP SUM MAX MAXIMUM MAXIMUM MB MAIL BOX MAIL BOX MECH MECHANICAL MECHANICAL MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS N NORTH NORTH NF NOT FOUND, NOW OR FORMERLY NOT FOUND, NOW OR FORMERLY NO OR # NUMBER NUMBER PE POLYETHYLENE POLYETHYLENE PROPERTY LINE PROPERTY LINE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PR PROPOSED PROPOSED PVMT PAVEMENT PAVEMENT RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE ROW RIGHT-OF-WAY RIGHT-OF-WAY S SEWER, SOUTH SEWER, SOUTH SF SQUARE FEET SQUARE FEET SPEC SPECIFICATIONS SPECIFICATIONS SQ FT SQUARE FEET SQUARE FEET SS SEWER SERVICE SEWER SERVICE STA STATION STATION SW SIDEWALK SIDEWALK T TELEPHONE TELEPHONE TBM TEMPORARY BENCH MARK TEMPORARY BENCH MARK TWTOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UP UTILITY POLE UTILITY POLE VC VITRIFIED CLAY VITRIFIED CLAY VERT VERTICAL VERTICAL W WATER, WESTWATER, WEST
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REGISTERED PROFESSIONAL ENGINEER
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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Page 3: TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION … · town of mansfield, connecticut water pollution control authority 4 south eagleville road, mansfield, ct 06268 four corners sanitary

C-1

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#21 FF=550.26
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BIT
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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10" D CMP
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10" D CMP
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10" D CMP
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10" D CMP
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8" DI FORCEMAIN W/ SHUT OFF GATE VALVE
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2" W
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ANTI-TRACKING PAD
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VALLEY VIEW DRIVE
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CONNECT TO 15" PVC SEWER PROVIDE ALL COUPLINGS, FITTINGS AND ADAPTERS AS NECESSARY LIMIT OF CONTRACT
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1" COPPER WATER SERVICE
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SMH STA. 0+00 TF=545.3 INV IN=532.10 15" INV OUT=532.00 15"
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6" PAINTED DI WET WELL AND VALVE VAULT VENTS W/ ACTIVATED CARBON ODOR CONTROL MODULES (TYP)
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8" (MIN) " 34" CRUSHED STONE AREA
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DR2
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DR1
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6" D CMP
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EXISTING 2" WATER
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10" D CMP INV = 545.32
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CL&P POLE #4068
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10" D CMP INV = 545.04
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DRAINAGE SUMMARY DR 1 INV=540.74 (6"D CMP IN N) INV=540.62 (10"D CMP OUT NW) DR 2 INV=541.52 (10"D CMP IN E) INV=540.23 (10"D CMP IN NE) INV=540.06 (10"D CMP IN SE) INV=540.06 (10"D CMP OUT N) DR 3 INV=544.95 (4"D OB IN NE) INV=542.62 (4"D PVC IN SE) INV=539.91 (10"D CMP OUT W) DR4 INV=539.68 (10"D CMP IN S) INV=539.60 (10"D CMP IN E) INV=539.60 (15"D CMP OUT W)
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WATER SERVICE CURB STOP (TYP)
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15" S PVC
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15" S DI
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EDGE OF PAVEMENT TO BE 18" OUTSIDE OF FENCE LINE
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HOSE BIB W/ VACUUM BREAK FITTING
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BOLLARD (TYP)
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SMH STA. 0+40 NOT IN CONTRACT TF=547.4 INV IN=532.30 15" INV IN=537.50 8" INV OUT=532.20 15"
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8" S PVC
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15" S PVC
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B-1A
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INLET PROTECTION (TYP)
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SMH NOT IN CONTRACT
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10" FM HDPE
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NOTES: 1.COORDINATE WORK WITH CONTRACT NO. 1 SEWER COORDINATE WORK WITH CONTRACT NO. 1 SEWER PIPING CONTRACTOR. INCLUDING PIPE CONNECTIONS, SITE ACCESS AND PAVING RESTORATION.
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6' HIGH VINYL COATED CHAIN LINK FENCE (BLACK)
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545
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545
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546
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C.W.C.1" WATER 1" WATER METER PIT
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PROTECT EXISTING BLOCK DRAINAGE STRUCTURE (TYP)
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RELOCATE BUSHES AS REQUIRED TO CONSTRUCT PUMPING STATION SITE (TYP)
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COORDINATE WITH CONNECTICUT WATER COMPANY FOR RELOCATION OF EXISTING WATER MAIN
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CONNECT TO EXISTING WATER MAIN WITH COUPLINGS/ADAPTERS AS REQUIRED
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CONNECT TO EXISTING WATER MAIN WITH COUPLINGS/ADAPTERS AS REQUIRED
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AC/CT 1-1
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N
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#25 FF=549.44
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#23 FF=549.54
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#21 FF=550.26
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#19 FF=550.66
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BIT
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BIT
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10"D CMP
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10"D CMP
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174 LF 15"S PVC S=0.0029
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5.0'
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19
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33
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#21
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#19
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35 LF 15"S PVC S=0.0029
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4
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JENSEN'S PARK PUMPING STATION
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SITE LAYOUT PLAN AND SEWER PROFILE
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AS NOTED
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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CBW
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0
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%%USITE LAYOUT PLAN
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10" D CMP
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10" D CMP
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10" D CMP
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CLEAR AND GRUB AS REQUIRED
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2" W
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VALLEY VIEW DRIVE
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EXISTING PROPANE TANKS (TYP)
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10" D CMP
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10" D CMP
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10" D CMP
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10" D CMP
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2" W
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DR2
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DR1
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6" D CMP
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EXISTING 2" WATER
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10" D CMP INV = 545.32
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CL&P POLE #4068
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10" D CMP INV = 545.04
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SANITARY MANHOLE (TYP)
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%%USEWER PROFILE
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SCALE: 1"=40' H; 1"=4' V
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0+00
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520
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530
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540
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550
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560
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520
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530
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540
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550
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560
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B-1 SHOWN OUT OF PHASE FOR CLARITY (STA 0+07 (15.9'R)
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B-1A SHOWN OUT OF PHASE FOR CLARITY (STA 0+16 (20.5'L)
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0+50
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SMH STA 0+40 NOT IN CONTRACT TF=547.4 INV IN=537.50 8" INV IN=532.30 15" INV OUT=532.20 15"
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SMH STA 0+00 TF=545.4 INV IN=532.10 15" INV OUT=532.00 15"
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PUMPING STATION TF=546.5 INV IN=531.90 15"
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546
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545
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545
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X 545.50
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X 545.33
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X 545.33
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546
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544.0 X
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B-1A
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545.67 X
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545
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545
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546
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WSE-15
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WILLARDS PUMPING STATION
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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%%uPLAN
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CL&P POLE #4858
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CL&P POLE #4485
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EDGE OF PAVEMENT (1' OUTSIDE OF FENCE LINE)
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STORRS ROAD - CT ROUTE 195
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VENT (TYP OF 2)
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EXPOSED ROCK
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8" S PVC
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8" S PVC
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8" S DI
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8" S PVC
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6" FM C900 PVC
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CL&P POLE #4484
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HOSE BIB W/ VACUUM BREAK FITTING
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1753 STORRS ROAD
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6" GATE VALVE
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WF #122
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WF #123
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WF #121
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WF #120
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WF #119
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WF #125
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572
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24" RCP INV=571.01
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576
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578
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574
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BOLLARD (TYP)
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N
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CONNECT TO 8" DI SEWER PROVIDE ALL COUPLINGS, FITTINGS AND ADAPTERS AS NECESSARY
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NOTES: 1.COORDINATE WORK WITH CONTRACT NO. 1 SEWER COORDINATE WORK WITH CONTRACT NO. 1 SEWER PIPING CONTRACTOR. INCLUDING PIPE CONNECTIONS, SITE ACCESS AND PAVING RESTORATION.
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CONNECT TO 1" COPPER WATER PROVIDE ALL COUPLINGS, FITTINGS AND ADAPTERS AS NECESSARY
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WELL
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ANTI-TRACKING PAD
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#4485
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575
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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CBW
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%%USITE LAYOUT PLAN
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STORRS ROAD - CT ROUTE 195
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6
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WILLARD'S PUMPING STATION
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APPROXIMATE EXISTING PROPERTY LINE
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EXISTING WETLAND DELINEATION
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WF #122
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R=5' (TYP)
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PUMPING STATION SOIL EROSION AND
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SEDIMENT CONTROL DETAILS
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REGISTERED PROFESSIONAL ENGINEER
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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%%USEDIMENTATION AND EROSION CONTROL PLAN
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PRIOR TO COMMENCEMENT OF WORK, EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSTALLED. A TYPICAL SEQUENCE OF CONSTRUCTION IS: 1.OBTAIN APPROPRIATE PERMITS, NOTIFY TOWN OFFICIALS OF CONSTRUCTION OBTAIN APPROPRIATE PERMITS, NOTIFY TOWN OFFICIALS OF CONSTRUCTION COMMENCEMENT, AND SUBMIT CONSTRUCTION TIMETABLE. 2.ON-SITE CONSTRUCTION SEQUENCE SHALL START WITH THE MINIMUM AMOUNT OF ON-SITE CONSTRUCTION SEQUENCE SHALL START WITH THE MINIMUM AMOUNT OF CLEARING REQUIRED TO INSTALL EROSION CONTROL MEASURES AS SHOWN ON PLAN. THIS INCLUDES SILTATION FENCING, STRAW BALES AND OTHER MEASURES NOTED ON THE PLAN. NO WORK SHALL TAKE PLACE UNTIL THE ENGINEER AND WETLAND ENFORCEMENT OFFICER HAVE INSPECTED AND APPROVED INSTALLED MEASURES. 3.INSTALL UTILITIES, STRUCTURES AND PERFORM PUMPING STATION UPGRADES. INSTALL UTILITIES, STRUCTURES AND PERFORM PUMPING STATION UPGRADES. 4.DURING CONSTRUCTION ALL EROSION AND SEDIMENT STRUCTURES SHALL BE DURING CONSTRUCTION ALL EROSION AND SEDIMENT STRUCTURES SHALL BE MAINTAINED IN PROPER WORKING ORDER. DISTURBED AREAS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY WHEN IMMEDIATELY REQUIRED TO FURTHER CONSTRUCTION. IT IS DESIRABLE FROM AN EROSION PREVENTION CONCERN TO MINIMIZE DISTURBED AREAS. FINAL GRADING AND SEEDING SHALL TAKE PLACE AT THE COMPLETION OF CONSTRUCTION ACTIVITIES. 5.A RAIN GAUGE SHALL BE PLACED AT THE PROJECT SITE IN A LOCATION TO BE A RAIN GAUGE SHALL BE PLACED AT THE PROJECT SITE IN A LOCATION TO BE APPROVED BY THE ENGINEER AND MONITORED DURING RAINFALL PERIODS. IN THE EVENT THERE IS A RAINFALL GREATER THAN 1/2" IN A 12 HOUR PERIOD, ALL EROSION CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS REQUIRED OR AS REQUIRED BY THE ENGINEER. 6.A CHECK LIST DESCRIBING THE CONDITION OF ALL EROSION CONTROL DEVICES A CHECK LIST DESCRIBING THE CONDITION OF ALL EROSION CONTROL DEVICES SHALL BE FILLED OUT EVERY WEEK OR AFTER EACH RAINFALL EVENT OF 1/2" OR GREATER.
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%%UTYPICAL CONSTRUCTION SEQUENCE%%U
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GENERAL: 1.THIS PLAN PROPOSES EROSION CONTROL MEASURES TO ADEQUATELY CONTROL THIS PLAN PROPOSES EROSION CONTROL MEASURES TO ADEQUATELY CONTROL ACCELERATED EROSION AND SEDIMENTATION AND REDUCE THE DANGER FROM STORM WATER RUNOFF AT THE SITE. THE RUNOFF SHALL BE CONTROLLED BY THE INTERCEPTION, DIVERSION, AND SAFE DISPOSAL OF PRECIPITATION. RUNOFF SHALL ALSO BE CONTROLLED BY STAGING CONSTRUCTION ACTIVITY AND PRESERVING NATURAL VEGETATION WHENEVER POSSIBLE. 2.EXISTING VEGETATION SHALL BE PROTECTED AND ONLY THAT CLEARING AND EXISTING VEGETATION SHALL BE PROTECTED AND ONLY THAT CLEARING AND GRUBBING ABSOLUTELY NECESSARY FOR THE PROPOSED CONSTRUCTION SHALL BE PERFORMED. ALL DISTURBED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND CONTOUR, UNLESS OTHERWISE INDICATED ON THE PLANS. THE CONTRACTOR SHALL TAKE SPECIAL CARE WITH HIS CONSTRUCTION METHODS AND SHALL COMPLY WITH THE FOLLOWING GUIDELINES. SEDIMENTATION CONTROL: 1.ALL AREAS SHALL BE PROTECTED FROM SEDIMENTATION DURING AND AFTER ALL AREAS SHALL BE PROTECTED FROM SEDIMENTATION DURING AND AFTER CONSTRUCTION, PARTICULARLY THE STORAGE OF EXCAVATED OR STOCKPILED MATERIAL. THE CONTRACTOR SHALL CAREFULLY STRIP ALL TOPSOIL, LOAM, OR ORGANIC MATTER PRIOR TO TRENCHING OR OTHER OPERATIONS AND SHALL STORE THEM SEPARATELY FROM ALL OTHER MATERIALS DURING EXCAVATION. EACH STOCKPILE SHALL BE ADEQUATELY RINGED WITH SEDIMENT CONTROL MATERIAL (I.E. STRAW BALES AND/OR SILT FENCE). 2.STABILIZING SLOPES SHALL BE DONE IMMEDIATELY AFTER CONSTRUCTION OF STABILIZING SLOPES SHALL BE DONE IMMEDIATELY AFTER CONSTRUCTION OF SLOPES. SLOPES STEEPER THAN 2:1 SHALL BE PROTECTED WITH JUTE MESH EROSION PROTECTION. ALL OTHER AREAS SHALL BE MULCHED WITH STRAW AS REQUIRED UNDER TURF ESTABLISHMENT. EROSION AND SEDIMENTATION CONTROL PLAN: 1.SEDIMENTATION CONTROL SYSTEM - THE SEDIMENTATION CONTROL SYSTEM SHALL SEDIMENTATION CONTROL SYSTEM - THE SEDIMENTATION CONTROL SYSTEM SHALL CONSIST OF SILT FENCE AND/OR STAKED STRAW BALES. 2.SILT FENCE - THE SEDIMENTATION CONTROL SYSTEM SHALL BE INSTALLED SILT FENCE - THE SEDIMENTATION CONTROL SYSTEM SHALL BE INSTALLED IMMEDIATELY BEFORE A CUT SLOPE HAS BEEN GRADED, BEFORE A FILL SLOPE HAS BEEN CREATED OR AS INDICATED ON THE PLANS. THE SYSTEM IS DESIGNED TO INTERCEPT SILT AND SEDIMENT BEFORE IT REACHES THE WETLAND AREAS, OR WATERCOURSES. DEPOSITS OF SEDIMENT AND SILT ARE TO BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE FENCE. THIS MATERIAL IS TO BE SPREAD AND STABILIZED IN AREAS NOT SUBJECT TO EROSION, OR IN AREAS WHICH ARE NOT TO BE PAVED OR BUILT ON. THE SEDIMENTATION CONTROL SYSTEM IS TO BE REPLACED AS NECESSARY TO PROVIDE PROPER FILTERING ACTION. THE SYSTEM IS TO REMAIN IN PLACE AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROL UNTIL ALL AREAS ABOVE THE FENCE ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. 3.STAKED STRAW BALES - STRAW BALES USED FOR EROSION CONTROL SHALL BE STAKED STRAW BALES - STRAW BALES USED FOR EROSION CONTROL SHALL BE PLACED AS INDICATED ON THE PLANS, STACKED AT CATCH BASINS WHERE SEDIMENT MAY ENTER THE CATCH BASINS, OR AS REQUIRED BY THE ENGINEER. DEPOSITS OF SEDIMENT AND SILT ARE TO BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE BALES. THIS MATERIAL IS TO BE SPREAD AND STABILIZED IN AREAS NOT SUBJECT TO EROSION, OR IN AREAS WHICH ARE NOT TO BE BUILT OR PAVED ON. STRAW BALES ARE TO BE REPLACED ON A REGULAR AND ROUTINE BASIS (EVERY 1-2 MONTHS TYP) AS NECESSARY TO PROVIDE PROPER FILTERING ACTION. STRAW BALES ARE TO REMAIN IN PLACE AND MAINTAINED TO ENSURE EFFICIENT SILTATION CONTROL UNTIL ALL AREAS ABOVE THE EROSION CHECKS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. 4.IN ALL AREAS, REMOVAL OF TREES, BUSHES AND OTHER VEGETATION, AND IN ALL AREAS, REMOVAL OF TREES, BUSHES AND OTHER VEGETATION, AND DISTURBANCE OF THE SOIL, IS TO BE KEPT TO AN ABSOLUTE MINIMUM WHILE ALLOWING PROPER DEVELOPMENT OF THE SITE. DURING CONSTRUCTION, AS SMALL AN AREA OF SOIL AS POSSIBLE SHOULD BE EXPOSED FOR AS SHORT A TIME AS POSSIBLE. AFTER CONSTRUCTION, GRADE, RESPREAD TOPSOIL, AND STABILIZE SOIL BY SEEDING AND MULCHING TO PREVENT EROSION. SEDIMENTATION AND EROSION CONTROL MAINTENANCE PROCEDURES: 1.ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE ENGINEER DURING CONSTRUCTION ON A WEEKLY BASIS, AND FOLLOWING ALL STORMS. THE CONTRACTOR SHALL MAINTAIN AND MAKE REPAIRS AND REMOVE SEDIMENT AS REQUESTED BY THE ENGINEER. THIS WORK SHALL BE PERFORMED WITHIN 24 HOURS OF THE REQUEST AND THERE SHALL BE NO SEPARATE PAYMENT FOR THIS WORK. 2.THE CONTRACTOR SHALL PROVIDE ROUTINE SWEEPING OF ALL PAVED SURFACES THE CONTRACTOR SHALL PROVIDE ROUTINE SWEEPING OF ALL PAVED SURFACES SUBJECT TO SEDIMENT ACCUMULATION DURING CONSTRUCTION ACTIVITIES. 3.THE CONTRACTOR SHALL CLEAN SEDIMENT AND DEBRIS FROM ALL DRAINAGE THE CONTRACTOR SHALL CLEAN SEDIMENT AND DEBRIS FROM ALL DRAINAGE STRUCTURES AND PIPES AT THE COMPLETION OF CONSTRUCTION, AND AS REQUESTED BY THE ENGINEER TO KEEP THE SYSTEM FUNCTIONING PROPERLY DURING CONSTRUCTION. 4.FOLLOWING COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL REPAIR ALL FOLLOWING COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL REPAIR ALL ERODED AREAS AND ENSURE A GOOD STAND OF TURF IS ESTABLISHED THROUGHOUT. ANTI-TRACKING PROCEDURES: 1.THE CONTRACTOR SHALL PROVIDE AND UTILIZE ANTI-TRACKING PADS AT THE THE CONTRACTOR SHALL PROVIDE AND UTILIZE ANTI-TRACKING PADS AT THE ENTRANCE OF THE CONSTRUCTION SITE FOR USE BY CONSTRUCTION VEHICLES THROUGH THE DURATION OF CONSTRUCTION ACTIVITIES. ANTI-TRACKING PADS SHALL BE PROVIDED REGARDLESS OF WHETHER OR NOT THEY ARE SHOWN ON THE DRAWINGS.
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CATCH BASIN INLET PROTECTION
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N.T.S.
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OVERFLOW
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SIDE VIEW
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EXPANSION
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RESTRAINT
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FILTER FABRIC INSERT INLET PROTECTION
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DUMP LOOPS
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1" REBAR FOR BAG REMOVAL FROM INLET
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CATCH BASIN
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CATCH BASIN GRATE
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SUPPORT NETTING
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FABRIC
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SEDIMENT CONTROL
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DIRECTION OF FLOW
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FABRIC
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SUPPORT NETTING
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SEDIMENT CONTROL
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BACKFILL
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DIRECTION OF FLOW
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6"
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6"
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2'-6"
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1'-4"
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1 1/2"x1 1/2" (MIN)
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SEDIMENT CONTROL
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SUPPORT NETTING
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8'
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SPACING BETWEEN
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POSTS
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POST COUPLER
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BACKFILL
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%%USECTION B-B
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%%UELEVATION
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%%USECTION A-A
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%%USILT FENCE DETAIL
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N.T.S.
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FABRIC
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2"
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INTERMEDIATE POST
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A
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B
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B
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A
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+
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-
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-
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+
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OAK POSTS
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TOGETHER
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EMBANKMENT SLOPE
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VARIABLE
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AND SPACING
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No. Of BALES
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EXISTING GROUND
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2"x2"x3' STAKES
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TWO EACH BALE
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N.T.S.
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%%USTRAW BALES DETAIL
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%%USECTION
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%%USECTION
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%%uPLAN
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%%uPLAN
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6'
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+
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-
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TWO EACH BALE
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2"x2"x3' STAKES
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BALES TO BUTT
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-
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+
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6'
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FLOW
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TOE OF SLOPE
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OVERLAP EDGES
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EMBANKMENT SLOPE
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EXISTING GROUND
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BALED STRAW
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SWALE
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L
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C
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FLOW
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NOTE: TO BE USED IN LOCATIONS WHERE THE EXISTING GROUND SLOPES AWAY FROM THE TOE OF SLOPE
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NOTE: TO BE USED IN LOCATIONS WHERE THE EXISTING GROUND SLOPES IN TOWARD THE TOE OF SLOPE
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%%UANTI-TRACKING PAD
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FILTER FABRIC
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ROAD STABILIZATION
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(MASSDOT M2.01.3)
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CRUSHED STONE
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6" MIN.
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FULL WIDTH OF
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50' MIN
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'
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INGRESS/ EGRESS
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N.T.S.
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8
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AS NOTED
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1.
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TRENCH WIDTH (W)
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LINE OF NARROW
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%%USANITARY SEWER TRENCH DETAIL
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UNDISTURBED SUBGRADE
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LIMITS OF EXCAVATION & PAYMENT
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N.T.S.
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IN EARTH
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SECTION
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WOOD SHEETING, IF USED, SHALL
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BE LEFT IN PLACE BELOW THE LINE
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AGAINST UNDISTURBED MATERIAL
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FABRIC SHALL BE PLACED
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WHERE REQUIRED FILTER
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UNDISTURBED MATERIAL
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WHERE OTHERWISE INDICATED OR
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OF NARROW TRENCH LIMIT EXCEPT
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COMPACTED SELECT BACKFILL
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COMPACTED CRUSHED STONE
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REQUIRED
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S
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DP
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TRENCH LIMIT
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W/2
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FOR W, DP, & S, SEE TABLE A
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SECTION
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IN ROCK
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%%UNOTES:
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COMPACTED BACKFILL
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MATERIALS SHALL PROJECT
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BEYOND THIS LINE
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12"
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S
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SURFACE RESTORATION
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W/2
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%%uTABLE A
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(S)
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(DP)
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7-1/2"
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6"
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7-1/2"
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6"
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7'
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7'
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5'
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5'
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21"-24"
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TO 18"
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21"-24"
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TO 18"
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OVER 12'
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OVER 12'
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0-12'
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0-12'
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CLEARANCE
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MINIMUM
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OF PIPE
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DIAMETER
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INVERT
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DEPTH TO
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MAXIMUM TRENCH WIDTH BELOW
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LINE OF NARROW TRENCH LIMIT
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(SHEETED OR UNSHEETED)
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(W)
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LIMIT OF EXCAVATION AND PAYMENT FOR ROCK EXCAVATION AND BACKFILL
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FOR ROCK EXCAVATION & BACKFILL
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LIMITS OF EXCAVATION & PAYMENT
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DETECTABLE TRACER TAPE
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NO ROCK OR UNEXCAVATED
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SHEET
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OF
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Description
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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CBW
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RGT
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KJM
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(4' MIN)
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TRENCH WIDTH
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MIN
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12"
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5'-0" (MIN)
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N.T.S.
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%%USEWER FORCE MAIN TRENCH DETAIL
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COMPACTED CLASS "B" BACKFILL
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COMPACTED SELECT BACKFILL
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SEWER FORCE MAIN
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6" MIN CLEARANCE TO ROCK
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ROCK
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SURFACE RESTORATION
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FINISHED GRADE
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PAVEMENT REPLACEMENT
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2" CLEARANCE TO UNDISTURBED EARTH
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DETECTABLE TRACER TAPE
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DRAIN
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SEWER
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MAIN
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12"
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--
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12"
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18"
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--
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12"
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'A'
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'A'
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WATER MAIN OVER SEWER OR DRAIN OR SEWER MAIN OVER WATER OR DRAIN
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PIPE JOINT (TYP)
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4'-6" MIN. FOR SEWER 5'-0" MIN. FOR WATER
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FOR STORM DRAIN:SEWER OR WATER PIPE FOR SEWER MAIN:WATER OR DRAIN PIPE
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'A' MIN.
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FINISHED GRADE
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9'-0" MIN.
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PIPE
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WATER MAIN UNDER SEWER OR DRAIN OR SEWER MAIN UNDER WATER OR DRAIN
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'A' MIN.
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9'-0" MIN.
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WATER
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SEWER
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DRAIN
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4'-6" MIN. FOR SEWER
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%%uWATER, SEWER OR DRAIN CROSSING DETAIL
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N.T.S.
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5'-0" MIN. FOR WATER
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CAP
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2 7/8" O.D. CORNER AND END POSTS
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7/8" x 12" TENSION BANDS 12" O.C.
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CENTER BRACE RAIL AT ALL END AND CORNER SECTIONS, SEE NOTE 3 BELOW
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TOP RAIL, SEE NOTE 3 BELOW
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6 GA. CORE - 2" MESH VINYL CLAD STEEL CHAIN LINK FABRIC, KNUCKLED TOP & BOTTOM
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3/16" x 3/4" TENSION BAR AT ENDS AND CORNERS
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9 GA. VINYL CLAD GALV. STEEL TIES ALONG ALL RAILS, LINE POSTS AND BRACES
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BOTTOM RAIL
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72"
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GALV. STANDARD (BOULEVARD) CLAMP
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1" TYP
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2 3/8" O.D. LINE POST (TYP)
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PASS THRU LOOP POST TOP (TYP)
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96" (MAX)
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NOTES: 1.ALL FENCE PIPE SHALL BE SCH. 40, VINYL CLAD HOT DIP GALV. STEEL PIPE. ALL FENCE PIPE SHALL BE SCH. 40, VINYL CLAD HOT DIP GALV. STEEL PIPE. 2.ALL LINE POSTS SHALL BE INSTALLED EQUALLY SPACED BETWEEN END & CORNER ALL LINE POSTS SHALL BE INSTALLED EQUALLY SPACED BETWEEN END & CORNER POSTS. 3.ALL RAILS SHALL BE 1.66" O.D. PIPE ALL RAILS SHALL BE 1.66" O.D. PIPE 4.ALL CLAMPS, TIES, POST TOPS, BANDS, POSTS, ETC. SHALL BE VINYL CLAD TO ALL CLAMPS, TIES, POST TOPS, BANDS, POSTS, ETC. SHALL BE VINYL CLAD TO MATCH FABRIC.
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36"
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CONCRETE FOOTING (TYP)
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12"
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N.T.S.
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%%UCHAIN LINK FENCE DETAIL
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%%uBOLLARD DETAIL
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N.T.S.
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1"
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4'-0"
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6"
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4'-6"
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18"
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6" CONCRETE FILLED STEEL OR CAST IRON PIPE
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TOP OFF WITH CONCRETE
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BITUMASTIC COATING BELOW GRADE
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FINISHED GRADE
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1"
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CONCRETE BASE
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PAINT PIPE WITH WITH SAFETY YELLOW CATALIZED EPOXY PAINT
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%%UPRIVACY FENCE DETAIL
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N.T.S.
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CONCRETE FOOTING (TYP)
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"PYRAMID" POST CAP (TYP)
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8'-0" O.C. (TYP)
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15"
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30"
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5-1/4"
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%%P70"
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2"
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5"X5" POST (TYP)
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5-1/2"
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7/8"X6" T&G PICKET (TYP)
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7/8" U-CHANNEL (TYP)
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1 1/2"X5 1/2" RAIL (TYP)
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%%UNOTE:
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FENCE AND SWING GATE TO BE "LEGEND" 6' SOLID PRIVACY FENCE IN COLOR WHITE AS MANUFACTURED BY MASTER-HALCO, OR "CHESTERFIELD" 6' SOLID PRIVACY FENCE IN COLOR WHITE BY BUFF-TECH, OR EQUAL AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
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NOTES: 1.CHAIN LINK SWING GATE TO MEET THE REQUIREMENTS OF SPECIFICATION CHAIN LINK SWING GATE TO MEET THE REQUIREMENTS OF SPECIFICATION SECTION 02820, CHAIN-LINK FENCE AND GATES.
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%%UTYPICAL SWING GATE DETAIL
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N.T.S.
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CONCRETE (TYP)
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2"X2" GATE FRAME (TYP)
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36"
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30"
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SWING LATCH WITH 1" LOCK BAR AND HOLE FOR PADLOCK
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1" SOLID DROP BAR
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TENSION WIRE (TYP)
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DROP BAR
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1-1/2"X1-1/2" UPRIGHT AND CROSS BAR(TYP)
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1'-1"
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6-5/8" O.D. GALVANIZED POST (TYP)
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12' (OR AS SHOWN ON PLANS)
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6 GA. CORE - 2" MESH GALVANIZED CHAIN LINK FENCE FABRIC, KNUCKLED TOP AND BOTTOM (NOT SHOWN)
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POST CAP (TYP)
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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CBW
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RGT
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KJM
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12" GRAVEL SUBBASE
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EXCAVATION
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FULL SECTION
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TRENCH WIDTH PAVEMENT
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CONTRACTORS
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ACTUAL
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CONTRACTORS
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ACTUAL
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EXCAVATION
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N.T.S.
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%%uPERMANENT TRENCH PAVEMENT REPLACEMENT DETAIL
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12" MINIMUM PAVEMENT CUTBACK
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12" MINIMUM PAVEMENT CUTBACK
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EXCAVATION
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EXCAVATION
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CONTRACTORS
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CONTRACTORS
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ACTUAL
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ACTUAL
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FULL SECTION
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TRENCH WIDTH PAVEMENT
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%%UTEMPORARY PAVEMENT REPLACEMENT
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N.T.S.
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14" GRAVEL SUBBASE
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TACK COAT (TYP)
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EXISTING PAVEMENT
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2" CLASS 1 PAVEMENT
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NOTES: 1.CONTRACTOR REQUIRED TO MAINTAIN TRENCH SURFACE CONTRACTOR REQUIRED TO MAINTAIN TRENCH SURFACE THROUGHOUT THE PROJECT
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%%u(PLUG SIMILAR)
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CAP DETAIL
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SIZE OF MAIN
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(SECTION VIEW)
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(PLAN VIEW)
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(PLAN VIEW)
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1'-6"
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MIN
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%%UBEND DETAIL
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%%UTEE DETAIL
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5
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9
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12
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10", 12"
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6", 8"
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5
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4
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2
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%%uCONCRETE THRUST RESTRAINT FOR FITTINGS
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N.T.S.
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BEARING AREA AS SHOWN IN TABLE (TYP)
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45° BENDSAND WYES
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90° BENDS, TEES,CAPS AND PLUGS
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22-1/2°BENDS
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2
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2
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11-1/4°BENDS
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TABLE OF CONCRETE THRUST RESTRAINT MINIMUM BEARING AREAS IN SQUARE FEET AGAINST UNDISTURBED MATERIAL FOR FITTINGS
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NOTES: 1.CONCRETE THRUST RESTRAINT SHALL ONLY BE USED WHERE OTHER CONCRETE THRUST RESTRAINT SHALL ONLY BE USED WHERE OTHER MEANS OF RESTRAINT ARE NOT FEASIBLE. 2.CONTRACTOR SHALL USE CARE TO AVOID PLACEMENT OF CONCRETE CONTRACTOR SHALL USE CARE TO AVOID PLACEMENT OF CONCRETE ON THE FITTING JOINTS.
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FINISHED GRADE
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ROCK
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WATER MAIN
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BASED ON 5'
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PAYMENT LIMITS
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12"
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MIN.
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N.T.S.
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5'-0" MIN.
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TRENCH WIDTH
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%%UWATER MAIN TRENCH DETAIL
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6" MIN. CLEARANCE TO ROCK ON BOTTOM. 12" MIN CLEARANCE TO ROCK ON SIDES.
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2" MAX. CLEARANCE TO UNDISTURBED EARTH
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PAVEMENT REPLACEMENT (SEE DETAIL)
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SURFACE RESTORATION (SEE SPECIFICATIONS)
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COMPACTED CLASS "B" BACKFILL
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DETECTABLE TRACER TAPE
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COMPACTED SELECT BACKFILL
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(SEE DETAIL)
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SERVICE AT PROPERTY LINE
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(SEE SPECIFICATIONS)
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SURFACE RESTORATION
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COVER
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REPLACEMENT
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1'
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SERVICE TO EXIST. COPPER SERVICE
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COUPLING TO CONNECT NEW COPPER
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MAIN
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STOP
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FLAT STONE OR CONCRETE BLOCK
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SERVICE TO EXISTING NON COPPER
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COUPLING TO CONNECT NEW COPPER
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CURB STOP IF REQUIRED
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CURB BOX
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5'-0" MIN.
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REPLACE EXIST.
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PAVEMENT
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ADJUSTABLE SLIDING
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1" COPPER UNLESS
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OTHERWISE REQUIRED
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CORPORATION
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WATER
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30%%d TO 45%%d
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%%UWATER SERVICE DETAIL
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N.T.S.
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COVER LABELED "WATER"
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WATER MAIN
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FLANGE
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5'-0" MIN
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FINISHED GRADE
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VALVE
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UNDISTURBED MATERIAL
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%%UVALVE AND BOX DETAIL
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N.T.S.
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ADJUSTABLE SLIDING VALVE BOX
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%%UTYPICAL BITUMINOUS PUMPING STATION AREA DETAIL
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SEE PLANS
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SEE PLANS FOR WIDTH
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N.T.S.
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12" GRAVEL SUBBASE (MIN)
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SEE PLANS
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LOAM AND SEED DISTURBED AREAS
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2-1/2" BINDER COURSE PAVEMENT
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1-1/2" TOP COURSE PAVEMENT
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6"
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6"
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EXISTING UTILITY
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PROPOSED SEWER PIPE
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%%uUTILITY CROSSING DETAIL
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N.T.S.
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COMPACTED CRUSHED STONE TO BE PLACED BETWEEN SIDES OF MAIN TRENCH
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COMPACTED SELECT BACKFILL
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TOP OF COMPACTED CRUSHED STONE FOR SEWER PIPE BEDDING
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TACK COAT (TYP)
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1-1/2" TOP COURSE PAVEMENT
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2-1/2" BINDER COURSE PAVEMENT
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AFTER PAVING SEAL JOINTS WITH JOINT SEALANT (TYP)
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N.T.S.
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NOTE: : FOR DRILLER'S NAME, SOILS ENOUNTERED AND OTHER PERTINENT DATA SEE BORING LOGS IN SPECIFICATIONS
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INDICATES THE MINUTES REQUIRED TO PENETRATE TWELVE INCH DEPTH OF ROCK USING STANDARD PROCEDURES
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BLOWS REQUIRED TO PENETRATE EACH TWENTY FOUR INCH CHANGE IN ELEVATION USING A 100 POUND WEIGHT FALLING 30 INCHES
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6
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XXXX
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13.0'
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INDICATES DETPH OF BORING
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DEPTH TO REFUSAL. (NO REFUSAL WAS ENCOUNTERED IF NO SYMBOL IS PRESENT)
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SOIL STRATA CHANGE AND DEPTH FROM TOP OF BORING
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GROUNDWATER LEVEL AND DEPTH FROM TOP OF BORING (NO WATER WAS ENCOUNTERED IF NO SYMBOL IS PRESENT)
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8.0'
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1.0'
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10.0'
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5
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B-104
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23
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10
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97
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BOTTOM 22.0'
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BORING NUMBER
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%%uBORING LOG LEGEND
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N.T.S.
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%%uDRIVEWAY APRON DETAIL
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8" GRAVEL SUBBASE
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5' (MIN)
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NOTES: 1.AT GRAVEL DRIVEWAYS, INSTALL GRAVEL IN AT GRAVEL DRIVEWAYS, INSTALL GRAVEL IN LIEU OF BITUMINOUS CONCRETE
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MATCH WIDTH AND GRADE AT EXISTING DRIVEWAY
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KEYWAY (12" MIN)
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2" BINDER COURSE PAVEMENT
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1-1/2" TOP COURSE PAVEMENT
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1"
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ROADWAY
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METER TO BE INSTALLED
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BY CWC.
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GATE VALVE TO BE
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INSTALLED IN BUILDING
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FOR EMERGENCY USE.
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FIN. GRADE
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2.5"
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54"
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(CWC MAINT.)
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(OWNER MAINTAINED)
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CAST IRON FRAME AND
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42.5"
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FOR ARB READOUT
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ARB READOUT
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ALTERNATE ARRANGEMENT
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12'
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CURB BOX TO METER PIT
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STOP & WASTE
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CURB STOP
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(IF REQ'D.)
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INSTALLED ON HOUSE
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ON
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4X4 PRESSURE TREATED
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STAKE
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1/2" P.E. CONDUIT
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1" LOCKING ANGLE METER VALVE
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(1 1/2" PIPE)
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22" X 54" METER PIT FOR 1" METERS
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1 1/2" COPPER OR BRASS PIPING
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1 1/2" FEMALE X COMPRESSION
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9"
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4"
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18" LOCKING LID W/HOLE
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SERVICE CURB
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BOX OWNED &
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MAINTAINED
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BY PROPERTY
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OWNER
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NOTE:
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METER PITS TO BE INSTALLED
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ON SERVICE LINES LONGER
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THAN 150' OR IN SPECIAL
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INSTALLATIONS.
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W/ 1 1/2"X 1" BUSHING FOR 1" METERS
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& PLUG FOR TOUCH PAD READER
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ADAPTER
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FOAM INSULATION PAD
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W/CUTOUT
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18"
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CURB STOP
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N.T.S.
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%%UC.W.C. 1" WATER METER DETAIL
Page 10: TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION … · town of mansfield, connecticut water pollution control authority 4 south eagleville road, mansfield, ct 06268 four corners sanitary

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%%UPROCESS GENERAL NOTES
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1.FOR PIPING MATERIAL, REFER TO THE PIPE SCHEDULE ON THIS SHEET. FOR PIPING MATERIAL, REFER TO THE PIPE SCHEDULE ON THIS SHEET. 2.INSTALL CORPORATION COCKS ON ALL BUILDING AND STRUCTURE INTERIOR PIPING HIGH POINTS TO PREVENT AIR INSTALL CORPORATION COCKS ON ALL BUILDING AND STRUCTURE INTERIOR PIPING HIGH POINTS TO PREVENT AIR BINDING. DETERMINE EXACT NUMBER AND LOCATIONS OF THESE CORPORATION COCKS BASED UPON INFORMATION DEPICTED ON DRAWINGS AND ACTUAL FIELD ROUTING OF PIPING. THESE MANUAL AIR RELEASES SHALL INCLUDE A 1/2 INCH BRASS CORPORATION COCK WITH 1/2 INCH COPPER TUBING ADEQUATELY SUPPORTED, EXTENDING TO A LOCAL AREA DRAIN. ROUTING OF TUBING AND SELECTED DRAIN TO BE REVIEWED WITH, AND ACCEPTED BY, ENGINEER. 3.PIPES 3-INCHES OR LESS IN DIAMETER SHALL HAVE UNIONS INSTALLED ADJACENT TO EQUIPMENT, FITTINGS AND PIPES 3-INCHES OR LESS IN DIAMETER SHALL HAVE UNIONS INSTALLED ADJACENT TO EQUIPMENT, FITTINGS AND TANKS, UNLESS OTHERWISE NOTED ON DRAWINGS. FLANGES ARE ACCEPTABLE ON 3-INCH OR LARGER DIAMETER PIPING. 4.ALL PIPES SHALL BE ADEQUATELY RESTRAINED AND SUPPORTED. ALL PIPES SHALL BE ADEQUATELY RESTRAINED AND SUPPORTED. 5.AFTER INSTALLATION, ALL PRESSURE (PUMPED) PIPELINES SHALL BE PRESSURE TESTED FOR TIGHTNESS AT 150 PSIG. AFTER INSTALLATION, ALL PRESSURE (PUMPED) PIPELINES SHALL BE PRESSURE TESTED FOR TIGHTNESS AT 150 PSIG. ALL LEAKS SHALL BE CORRECTED AND RETESTED UNTIL PRESSURE TEST IS SATISFACTORILY COMPLETED. 6.ALL PIPING SHALL BE CLEANED BEFORE TESTING. ALL PIPING SHALL BE CLEANED BEFORE TESTING. 7.PROVIDE REINFORCED CONCRETE PAD UNDER ALL EQUIPMENT, CONTROL PANELS, PIPE AND EQUIPMENT SUPPORTS, PROVIDE REINFORCED CONCRETE PAD UNDER ALL EQUIPMENT, CONTROL PANELS, PIPE AND EQUIPMENT SUPPORTS, TANKS, ETC. UNLESS OTHERWISE INDICATED (SEE DETAIL). 8.ALL EQUIPMENT AND PIPING LAYOUT DIMENSIONS SHALL BE FIELD VERIFIED AND COORDINATED WITH EQUIPMENT ALL EQUIPMENT AND PIPING LAYOUT DIMENSIONS SHALL BE FIELD VERIFIED AND COORDINATED WITH EQUIPMENT SUPPLIED, AND/OR EXISTING CONDITIONS. 9.DO NOT SCALE DISTANCES OR DIMENSIONS FROM THE DRAWINGS. WRITTEN DIMENSIONS SHALL PREVAIL. REPORT ANY DO NOT SCALE DISTANCES OR DIMENSIONS FROM THE DRAWINGS. WRITTEN DIMENSIONS SHALL PREVAIL. REPORT ANY DISCREPANCIES IMMEDIATELY. 10.PROVIDE OVERSIGHT AND COORDINATION OF SUBCONTRACTORS AND TRADE DISCIPLINES. PROVIDE OVERSIGHT AND COORDINATION OF SUBCONTRACTORS AND TRADE DISCIPLINES. 11.ALL MECHANICAL EQUIPMENT PIPING AND VALVES SHALL BE LAID TO SCALE IN THE FIELD OR ELECTRONICALLY BY ALL MECHANICAL EQUIPMENT PIPING AND VALVES SHALL BE LAID TO SCALE IN THE FIELD OR ELECTRONICALLY BY AN EQUIPMENT VENDOR PRIOR TO PURCHASE OF EQUIPMENT, CORING PIPE PENETRATIONS OR ROUTING MECHANICAL EQUIPMENT TO CONFIRM THERE ARE NO CONFLICTS AND MECHANICAL EQUIPMENT WILL FIT IN THE ALLOCATED SPACE. 12.PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM AS SHOWN ON THE DRAWINGS AND AS OUTLINED IN THE PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM AS SHOWN ON THE DRAWINGS AND AS OUTLINED IN THE SPECIFICATIONS. THE DETERMINATION OF COMPLETE AND FUNCTIONAL SHALL BE AT THE SOLE DISCRETION OF THE ENGINEER. THE ENGINEER SHALL MAKE THIS DETERMINATION IN THE FIELD BASED ON ACTUAL FIELD CONDITIONS. 13.MATERIALS AND WORKMANSHIP FURNISHED UNDER THIS CONTRACT SHALL BE A STANDARD, HIGH-GRADE QUALITY, MATERIALS AND WORKMANSHIP FURNISHED UNDER THIS CONTRACT SHALL BE A STANDARD, HIGH-GRADE QUALITY, AND OF THE BEST WORKMANSHIP AND DESIGN. ALL LIKE PARTS OF EQUIPMENT OF THE SAME SIZE OR CAPACITY SHALL BE INTERCHANGEABLE SUITABLE PROVISION SHALL BE MADE FOR EASY ADJUSTMENT OR REPLACEMENT OF ALL PARTS REQUIRING ADJUSTMENT OR REPLACEMENT. 14.IT IS NOT THE INTENT OF THESE DRAWINGS TO PORTRAY EVERY DETAIL OF THE REQUIRED WORK. PROVIDE THE IT IS NOT THE INTENT OF THESE DRAWINGS TO PORTRAY EVERY DETAIL OF THE REQUIRED WORK. PROVIDE THE EQUIPMENT AND SYSTEMS COMPLETE SO THAT WHEN ASSEMBLED AND INSTALLED THEY SHALL OPERATE AND PERFORM AS DESCRIBED HEREIN. 15.ALL MECHANICAL AND ELECTRICAL LAYOUTS ARE GENERALLY DIAGRAMMATIC AS SHOWN ON THESE DRAWINGS. THE ALL MECHANICAL AND ELECTRICAL LAYOUTS ARE GENERALLY DIAGRAMMATIC AS SHOWN ON THESE DRAWINGS. THE WORK OF THE VARIOUS TRADES SHALL BE COORDINATED TO AVOID INTERFERENCE AND TO SECURE MAXIMUM HEAD ROOM. PARTICULAR ATTENTION IS DRAWN TO CONGESTED SPACES INSIDE AND OUTSIDE OF THE STRUCTURES. IN THE INTEREST OF COORDINATION AND EXPEDIENCY, IT BECOMES NECESSARY TO DEVELOP "INTERFERENCE DRAWINGS" (DEFINED AS DRAWINGS EMBODYING THE WORK OF TRADES INVOLVED, ILLUSTRATING DETAILS OR CONSTRUCTION PROPOSED AND ARRANGEMENT OF ACTUAL EQUIPMENT AND APPARATUS PURCHASED). SUCH DRAWINGS SHALL BE PREPARED AND SHALL BE COORDINATED WITH OTHER TRADES. 16.THE INSTALLATION OF FACILITIES AND APPURTENANT WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE THE INSTALLATION OF FACILITIES AND APPURTENANT WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF ALL FEDERAL, STATE, AND MUNICIPAL CODES AND REGULATIONS GOVERNING THE WORK. IN INSTANCES WHERE THE REQUIREMENT OF DRAWINGS AND SPECIFICATIONS ARE IN EXCESS OF THE REQUIREMENTS OF THE APPLICABLE CODES AND REGULATIONS, AND ARE PERMITTED THEREUNDER, THEN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL GOVERN. 17.ALL EQUIPMENT DRIVEN BY OPEN SHAFTS, BELTS, CHAINS, OR GEARS SHALL BE PROVIDED WITH APPROVED ALL EQUIPMENT DRIVEN BY OPEN SHAFTS, BELTS, CHAINS, OR GEARS SHALL BE PROVIDED WITH APPROVED ALL-METAL GUARDS ENCLOSING THE DRIVE MECHANISM AND MOVING PARTS. GUARDS SHALL BE CONSTRUCTED OF GALVANIZED SHEET STEEL OR GALVANIZED ONE-INCH MESH SCREEN (WOVEN WIRE OR EXPANDED METAL) SET IN A FRAME OF GALVANIZED STEEL MEMBERS, UNLESS OTHERWISE DESCRIBED IN THE TECHNICAL SPECIFICATIONS FOR THE PARTICULAR EQUIPMENT. GUARDS SHALL BE SECURED IN POSITION BY STEEL BRACES OR STRAPS WHICH WILL PERMIT EASY REMOVAL FOR SERVICING OF THE THE EQUIPMENT. WHERE SAFETY CODES OR REGULATIONS ARE APPLICABLE, THE GUARDS SHALL CONFORM THERETO IN ALL RESPECTS. 18.ENSURE THAT ALL GREASE FITTINGS ON ALL PIECES OF EQUIPMENT FURNISHED UNDER THIS CONTRACT ARE ENSURE THAT ALL GREASE FITTINGS ON ALL PIECES OF EQUIPMENT FURNISHED UNDER THIS CONTRACT ARE STANDARDIZED SO THAT ONLY THE ALEMITE BUTTON-HEAD TYPE OF FITTING IS USED. FITTINGS SHALL BE STANDARD OR GIANT SIZE ACCORDING TO THE TYPE OF SERVICE PERFORMED. 19.UNLESS OTHERWISE SPECIFIED, NEAT BRASS PLATE, OR OTHERWISE SUITABLE MATERIAL, HAVING SERIAL NUMBER, UNLESS OTHERWISE SPECIFIED, NEAT BRASS PLATE, OR OTHERWISE SUITABLE MATERIAL, HAVING SERIAL NUMBER, THE MAKE, HORSEPOWER, CAPACITY, SPEED, AND OTHER PERTINENT DATA, AND ANY IMPORTANT OPERATING OR MAINTENANCE INSTRUCTIONS, PERMANENTLY AND CLEARLY MARKED ON THE PLATE, SHALL BE MOUNTED ON EACH ITEM OF EQUIPMENT. ALL IMPORTANT PARTS OF EQUIPMENT SHALL BE STAMPED FOR IDENTIFICATION AND LOCATION. 20.ALL NECESSARY ANCHOR BOLTS, NUTS, WASHERS, SETTING TEMPLATES, AND SUCH OTHER PARTS SHALL BE ALL NECESSARY ANCHOR BOLTS, NUTS, WASHERS, SETTING TEMPLATES, AND SUCH OTHER PARTS SHALL BE PROVIDED AS REQUIRED FOR THE PROPER INSTALLATION OF THE WORK, AND WHEREVER PRACTICABLE, THEY SHALL BE BUILT IN AS THE WORK PROGRESSES. THE PARTS SHALL BE OF THE MATERIALS SPECIFIED, AND WHERE NOT SPECIFIED OR INDICATED, THEY SHALL BE OF APPROVED TYPES AND MATERIALS FOR EACH APPLICATION. THE SETTING OF ANCHOR BOLTS BY DRILLING AND GROUTING WILL NOT BE PERMITTED. 21.ALL EQUIPMENT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE RECOMMENDATIONS OF THE ALL EQUIPMENT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER, AS APPROVED, TRULY LEVEL AND PLUMB, AND SHALL BE PROVIDED COMPLETE WITH ALL NECESSARY PIPING, FITTINGS, VALVES, CONTROLS, WIRING, AND APPURTENANCES AND ACCESSORIES SO THE EQUIPMENT WILL BE LEFT COMPLETE AND IN SATISFACTORY OPERATING CONDITION. PARTICULAR CARE SHALL BE TAKEN IN THE INSTALLATION OF PUMPS IN ORDER TO PREVENT A STRAIN OF THE PIPING OR PUMP FLANGES AND SHALL INSURE THE CORRECT ALIGNMENT OF SHAFTS, COUPLINGS, AND BEARINGS. 22.SPECIAL CARE SHALL BE TAKEN TO ENSURE PROPER ALIGNMENT OF ALL EQUIPMENT. EQUIPMENT SHALL BE LASER SPECIAL CARE SHALL BE TAKEN TO ENSURE PROPER ALIGNMENT OF ALL EQUIPMENT. EQUIPMENT SHALL BE LASER ALIGNED BY A CERTIFIED PROFESSIONAL. THE BED PLATES OR SKIDS SHALL BE FURTHER CHECKED AFTER SECURING TO THE FOUNDATIONS AND AFTER CONFIRMATION OF ALL ALIGNMENTS, THE SOLE PLATES SHALL BE FINALLY GROUTED IN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT ALIGNMENT OF EQUIPMENT WITH ASSOCIATED PIPING. 23.ALL WEDGES, SHIMS, FILLING PIECES, KEYS, PACKING, GROUT, OR OTHER MATERIALS NECESSARY TO PROPERLY ALIGN, ALL WEDGES, SHIMS, FILLING PIECES, KEYS, PACKING, GROUT, OR OTHER MATERIALS NECESSARY TO PROPERLY ALIGN, LEVEL, AND SECURE APPARATUS IN PLACE SHALL BE FURNISHED BY THE CONTRACTOR. ALL PARTS INTENDED TO BE PLUMB OR LEVEL MUST BE PROVEN EXACTLY SO. ANY GRINDING NECESSARY TO BRING PARTS TO PROPER BEARING AFTER ERECTION SHALL BE DONE. 24.WHERE CONNECTION OF THE NEW PIPING SYSTEMS TO EXISTING PIPING SYSTEMS IS REQUIRED, PROVIDE WHERE CONNECTION OF THE NEW PIPING SYSTEMS TO EXISTING PIPING SYSTEMS IS REQUIRED, PROVIDE MISCELLANEOUS FITTINGS, FILLER FLANGES, COUPLINGS, ETC. AS MAY BE REQUIRED TO COMPLETE THE WORK, WHETHER SHOWN ON THE DRAWINGS OR NOT. FIELD VERITY ALL EXISTING PIPING DIMENSIONS. 25.ALL PIPING SYSTEMS AND EQUIPMENT SHALL BE ADEQUATELY AND SAFELY SUPPORTED. DESIGN, PROVIDE, AND ALL PIPING SYSTEMS AND EQUIPMENT SHALL BE ADEQUATELY AND SAFELY SUPPORTED. DESIGN, PROVIDE, AND INSTALL ALL SUPPORTS AS REQUIRED BY THE PIPING AND EQUIPMENT PROVIDED. AT A MINIMUM, ALL PIPING SYSTEMS SHALL BE SUPPORTED PER THE REQUIREMENTS OF MANUFACTURER'S STANDARDIZATION SOCIETY (MSS) SP-58 AND MSS SP-69. SUPPORT DESIGN SHALL ACCOMMODATE ALL STATIC AND OPERATIONAL CONDITIONS TO WHICH THE PIPING AND EQUIPMENT MAY BE SUBJECTED. SUPPORTS SHALL BE IN ADDITION TO THOSE SHOWN ON THE DRAWINGS.
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26.FINAL LOCATION OF EQUIPMENT AND CONNECTION POINTS SHALL BE DETERMINED IN THE FIELD. ALL DIMENSIONS SHALL BE FINAL LOCATION OF EQUIPMENT AND CONNECTION POINTS SHALL BE DETERMINED IN THE FIELD. ALL DIMENSIONS SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. 27.INSTALL EQUIPMENT SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE, AND REPAIR. MINOR DEVIATIONS FROM INSTALL EQUIPMENT SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE, AND REPAIR. MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT PRIOR APPROVAL. 28.OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED FOR THE EXECUTION OF THE WORK AND OBTAIN NECESSARY OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED FOR THE EXECUTION OF THE WORK AND OBTAIN NECESSARY APPROVALS FROM AUTHORITIES THAT HAVE JURISDICTION AS FURTHER DESCRIBED IN SPECIFICATION SECTION 00890, PERMITS. 29.INFORMATION SHOWN ON SCHEMATICS AND DETAIL DRAWINGS BUT NOT SHOWN ON FLOOR PLANS, AND VICE VERSA, SHALL INFORMATION SHOWN ON SCHEMATICS AND DETAIL DRAWINGS BUT NOT SHOWN ON FLOOR PLANS, AND VICE VERSA, SHALL MUTUALLY APPLY. IT IS NOT INTENDED TO SHOW EVERY OFFSET, FITTING, OR COMPONENT; HOWEVER, PROVIDE A COMPLETE INSTALLATION AS NECESSARY. 30.PIPE COUPLINGS MAY OR MAY NOT BE SHOWN ON THE DRAWINGS. THE USE OF PIPE COUPLINGS SHALL BE AS REQUIRED PIPE COUPLINGS MAY OR MAY NOT BE SHOWN ON THE DRAWINGS. THE USE OF PIPE COUPLINGS SHALL BE AS REQUIRED UNLESS SPECIFICALLY DICTATED. 31.ALL VENT PIPING SHALL BE EQUIPPED WITH 316 S.S. INSECT SCREENS WITH FLANGES AT THE STRUCTURE PENETRATIONS.ALL VENT PIPING SHALL BE EQUIPPED WITH 316 S.S. INSECT SCREENS WITH FLANGES AT THE STRUCTURE PENETRATIONS.
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%%UPIPE SCHEDULE
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%%USYMBOL
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%%UDESCRIPTION
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%%ULOCATION
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%%UMATERIAL
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%%UJOINT SYSTEM
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INTERIOR
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CLASS 53 DI
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FLANGED
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PUSH-ON/MJ
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EXTERIOR
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CLASS 52 DI
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%%UINTERIOR PIPE PAINTING SCHEDULE
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%%USYMBOL
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%%UDESCRIPTION
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%%UPAINTING COLOR
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%%UPAINTING TEXT
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%%UINTERIOR PAINTING NOTES
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DR
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BLACK
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DRAIN
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DRAIN
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FM
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GRAY
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RAW WW
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FORCE MAIN
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SEWER
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S
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PUSH-ON/MJ
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EXTERIOR
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CLASS 52 DI
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FM
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FORCE MAIN
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VENT
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EXTERIOR
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CLASS 52 DI
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PUSH-ON/MJ
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1.ALL LETTERING SHALL BE CLEARLY LEGIBLE IN WHITE PAINT, A MINIMUM OF 2 INCHES IN ALL LETTERING SHALL BE CLEARLY LEGIBLE IN WHITE PAINT, A MINIMUM OF 2 INCHES IN HEIGHT UNLESS OTHERWISE NOTED OR SPECIFIED. 2.CONTRACTOR SHALL SUBMIT PAINTING SCHEME AND COLORS TO ENGINEER PRIOR TO ANY CONTRACTOR SHALL SUBMIT PAINTING SCHEME AND COLORS TO ENGINEER PRIOR TO ANY PAINTING OPERATIONS. 3.PAINTS CONTAINING LEAD OR MERCURY SHALL NOT BE PERMITTED. PAINTS CONTAINING LEAD OR MERCURY SHALL NOT BE PERMITTED. 4.ALL PROCESS PIPING SHALL BE PAINTED.ALL PROCESS PIPING SHALL BE PAINTED.
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VENT
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BROWN
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VENT
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VENT
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VENT
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10
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GENERAL MECHANICAL NOTES
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July 27, 2018
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SHEET
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FILE NO.
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OF
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CADD NO.
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SCALE:
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DR.BY
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CONTRACT:
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JOB NO.
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DSN.BY
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CHK.BY
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APP.BY
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D
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E
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Date
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No.
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Dr.By
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Ck.By
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App.By
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Description
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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CBW
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RGT
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KJM
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P-2
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M-2
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A
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P-1
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DOUBLE FLEXIBLE SOLID SLEEVE COUPLINGS FOR ALL PIPING BETWEEN THE WETWELL AND VALVE VAULT(TYP)
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8" DI
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PUMP MOUNTING BASE W/ 316 S.S. GUIDE RAILS (TYP)
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BACKUP MECHANICAL FLOATS (TYP OF 2) (LSH 101-102)
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SUBMERSIBLE LEVEL TRANSDUCER (LE FG-100)
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6" DI PAINTED VENT W/ ACTIVATED CARBON ODOR CONTROL MODULE, FASTENED TO BUILDING 3'-0" ABOVE GRADE W/ S.S. HARDWARE, PITCHED TO VALVE VAULT
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PRESSURE GAUGE ASSEMBLY (TYP OF 3)
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8" DI CHECK VALVE (TYP)
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S.S. PIPE SLEEVE FOR OPENING SEAL W/ DOUBLE LINKSEAL (TYP)
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INFLUENT SEWAGE GRINDER W/ S.S. WETWELL MOUNTING FRAME AND LIFT OUT SYSTEM
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15" MJ DI INFLUENT SEWER
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ELECTRICAL INSTRUMENTATION CONDUITS (SEE ELECTRICAL DRAWINGS FOR DETAILED CONDUIT INFORMATION ETC.)
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3" SCH.80 CPVC SLEEVE W/ 6' STUB AND CAP (FUTURE ODOR CONTROL INJECTION)
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6" DI PAINTED VENT W/ ACTIVATED CARBON ODOR CONTROL MODULE, FASTENED TO BUILDING 3'-0" ABOVE GRADE W/ S.S. HARDWARE, PITCHED TO WETWELL
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8" MJ FM DI
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CONCRETE FLOOR SLOPE TO DRAIN (MIN 2% FLOOR SLOPE)
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3" PVC DRAIN
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ELECTRICAL INSTRUMENTATION CONDUITS (SEE ELECTRICAL DRAWINGS FOR DETAILED CONDUIT INFORMATION ETC.)
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PG-101
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PG- 102
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PG-103
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8" PLUG VALVE W/ WHEEL OPERATOR (TYP)
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INLINE CHECK VALVE
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PRECAST CONCRETE VALVE CHAMBER 10'Wx10'L MIN INTERIOR DIMENSIONS
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30"X30" (MIN) ALUMINUM BYPASS HATCH (NO SAFETY GRATE REQUIRED)
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FLOW METER
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1
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316 S.S. LIFT-OUT CHAIN W/ LIFTING EYES AND EYEHOOK
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2% MIN FLOOR SLOPE
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EL 525.00
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6" DI VENT WITH ACTIVATED ODOR CONTROL MODULE PITCH TO VAULT (SHOWN OUT OF PHASE FOR CLARITY)
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30"X30" (MIN) ALUMINUM HATCH TO BE CAST IN TOP SLAB WITH RISER SECTION BY PRECAST CONCRETE MANUFACTURER. HATCH SHALL BE HS-25 LOADED (DRAIN TO SUMP) (CLIPPABLE SAFETY MESH NET REQUIRED)
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6" PAINTED DUCTILE IRON STILLING PIPE (TRANSDUCER CABLE ATTACHED SEE DETAIL)
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48"X72"(MIN) UNOBSTRUCTED OPENING, DOUBLE LEAF ALUMINUM HATCH TO BE CAST IN TOP SLAB WITH RISER SECTION BY PRECAST CONCRETE MANUFACTURER. HATCH SHALL BE HS-25 LOADED W/OUT THE AID OF SAFETY GRATE. COORDINATE WITH APPROVED PUMPS (DRAIN TO WETWELL).
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DOUBLE SOLID SLEEVE FLEXIBLE COUPLINGS AS NECESSARY (TYP)
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4"x4" GUTTER W/ 2% SLOPE TO SUMP
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18"X18"X12" SUMP W/ PVC CHECK VALVE
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3" PVC SCH 80 SUMP DRAIN (2% SLOPE MIN)
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ELECTRICAL INSTRUMENTATION CONDUITS (SEE ELECTRICAL DRAWINGS FOR DETAILED CONDUIT INFORMATION ETC.)
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SUBMERSIBLE WASTEWATER PUMP W/ EXPLOSION PROOF MOTOR
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PRESSURE TRANSDUCER W/ 4" (MIN) PVC STILLING PIPE (ELEVATION AS RECOMMENDED BY MANUFACTURER) (LE-100)
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INFLUENT SEWAGE GRINDER W/ S.S. WETWELL MOUNTING FRAME, LIFT OUT SYSTEM AND DROP BOX (SEE DETAIL)
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15" DI INFLUENT SEWER (INV EL 531.90)
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FABRICATED S.S. PIPE & GUIDE RAIL SUPPORT BRACKETS (6'c-c MAX)
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8" DI DISCHARGE
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2" MINIMUM316 S.S. GUIDE RAILS
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8" DI BYPASS CONNECTION
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316 S.S. PIPE SUPPORTS (TYP)
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8" DI CROSS W/ BLIND FLANGE
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PROVIDE NEMA 4X DROP LIGHT W/ CONNECTION CABLE TO EXTERIOR RECEPTACLE (TYP)
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8" DI CHECK VALVE
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PUMP MOUNTING BASE W/ 316 S.S. GUIDE RAILS (TYP)
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FG EL 545.50
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6" DI VENT WITH ACTIVATED CARBON ODOR CONTROL MODULE PITCH TO WETWELL (SHOWN OUT OF PHASE FOR CLARITY)
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3" PVC SCH 80 SUMP DRAIN W/ SUPPORTS FROM VALVE VAULT SHALL EXTEND BELOW LOW WATER LEVEL (EL 526.25)
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8" PLUG VALVE W/ WHEEL OPERATOR AND POSITION INDICATOR (TYP)
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1
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EL 537.00
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PRESSURE GAUGE
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FG EL 545.50
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36"X36" (MIN) ALUMINUM HATCH TO BE CAST IN TOP SLAB WITH RISER SECTION BY PRECAST CONCRETE MANUFACTURER. HATCH SHALL BE HS-25 LOADED W/OUT THE AID OF SAFETY GRATE, SAFETY GRATE NOT SHOWN (DRAIN TO SUMP).
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EL 540.15
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1
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1
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TF EL 546.50
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FLOATS
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FLOAT MOUNTING BRACKET
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INV.= 544.50
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INV.= 544.50
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N
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M-2
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%%USECTION
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SCALE: 1/4"= 1'-0"
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A
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SCALE: 1/4" = 1-0"
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%%UJENSEN'S PARK PUMPING STATION PROPOSED CONSTRUCTION PLAN
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PUMP CONTROL LEVEL TABLE
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LEAD PUMP ON
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HIGH LEVEL ALARM
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LOW LEVEL ALARM
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CONDITION
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ELEVATION
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530.50
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531.50
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526.50
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COORDINATE PUMP OFF AND LOW LEVEL ALARM ELEVATIONS WITH THE SUBMERSIBLE PUMP MANUFACTURER
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SCALE: NTS
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%%URAIL MOUNTED INFLUENT GRINDER DETAIL
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2" MINIMUM 316S.S. GUIDE RAILS
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SEWAGE GRINDER W/ 316 S.S. MOUNTING KIT AND LIFTOUT SYSTEM
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316 S.S. INFLUENT SEWAGE BOX W/ GRINDER MOUNTING HARDWARE
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EXPLOSION PROOF IMMERSIBLE MOTOR
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CONCRETE STRUCTURE TOP SLAB
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FABRICATED 316 S.S. GUIDERAIL SUPPORT BRACKETS (6'C-C MAX)
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INFLUENT SEWER
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316 S.S. LIFT-OUT CHAIN W/ LIFTING EYES AND EYEHOOK
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FABRICATED 316 S.S. GUIDERAIL SUPPORT BRACKETS (6'C-C MAX)
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2" MINIMUM 316S.S. GUIDE RAILS
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2" MINIMUM 316S.S. GUIDE RAILS
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SEWAGE GRINDER W/ 316 S.S. MOUNTING KIT AND LIFTOUT SYSTEM
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316 S.S. INFLUENT SEWAGE BOX W/ GRINDER MOUNTING HARDWARE
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%%UFRONT VIEW
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%%USIDE VIEW
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NOTES: 1.THE GRINDER MANUFACTURER SHALL COORDINATE THE ACTUAL DEPTH OF INSTALLATION THE GRINDER MANUFACTURER SHALL COORDINATE THE ACTUAL DEPTH OF INSTALLATION ALONG WITH THE INFLUENT PIPE SIZES WITH THE APPROPRIATE CONTRACT DRAWINGS. 2.THE GRINDER MANUFACTURER SHALL PROVIDE ADDITIONAL MOUNTING SUPPORTS AND THE GRINDER MANUFACTURER SHALL PROVIDE ADDITIONAL MOUNTING SUPPORTS AND APPURTENANCES AS NECESSARY FOR A COMPLETE AND FUNCTIONAL SYSTEM. 3.ALL LINK SEAL HARDWARE SHALL BE TYPE 316 S.S. ALL LINK SEAL HARDWARE SHALL BE TYPE 316 S.S. 4.ALL MISCELLANEOUS METALS AND HARDWARE SHALL BE TYPE 316 S.S. ALL MISCELLANEOUS METALS AND HARDWARE SHALL BE TYPE 316 S.S. 5.ALL PIPING SHOWN ON THIS DRAWING SHALL HAVE THE FORCEMAIN CLASSIFICATION FROM ALL PIPING SHOWN ON THIS DRAWING SHALL HAVE THE FORCEMAIN CLASSIFICATION FROM DRAWING M-1 UNLESS SPECIFICALLY STATED. 6.BACKUP FLOATS NOT SHOWN. FLOATS TO BE INSTALLED ON 316 S.S. FLOAT TREE BACKUP FLOATS NOT SHOWN. FLOATS TO BE INSTALLED ON 316 S.S. FLOAT TREE ANCHORED TO THE TOP OF THE WETWELL, FOUR FLOATS TO BE PROVIDED. CONTRACTOR TO PROVIDE ACCESS TO FLOATS FOR EASY REMOVAL AND REPLACEMENT. 7.FURNISH AND INSTALL FOLDING ACCESS LADDER AND PERIMETER RAILING AROUND THE FURNISH AND INSTALL FOLDING ACCESS LADDER AND PERIMETER RAILING AROUND THE TOP OF BOTH THE WETWELL AND THE VALVE VAULT. ACCESS LADDER SHALL BE OF 304 S.S. CONSTRUCTION AND PROVIDED W/ NON-SLIP LADDER RUNGS. RAILING SHALL BE SIDE MOUNTED BOTH RAILING AND LADDER SHALL BE OSHA COMPLIANT (SEE DETAIL). 8.WETWELL TOP SLAB SHALL PROVIDE A " PER FOOT SLOPE AWAY FROM THE STRUCTURE WETWELL TOP SLAB SHALL PROVIDE A " PER FOOT SLOPE AWAY FROM THE STRUCTURE 14" PER FOOT SLOPE AWAY FROM THE STRUCTURE TO ALLOW RAIN WATER TO DRAIN FROM THE TOP OF THE STRUCTURES. 9.PRESSURE GAUGE DISPLAYS SHALL BE WALL MOUNTED TO THE WETWELL W/ 316 S.S. PRESSURE GAUGE DISPLAYS SHALL BE WALL MOUNTED TO THE WETWELL W/ 316 S.S. HARDWARE. 10.REFER TO THE MECHANICAL DRAWINGS FOR ADDITIONAL DETAILS.REFER TO THE MECHANICAL DRAWINGS FOR ADDITIONAL DETAILS.
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ALL PUMPS OFF
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527.00
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LAG PUMP ON
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531.00
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INFLUENT SEWAGE BOX SET SO THAT BOTTOM OF GRINDER CUTTER BLADES MATCH INFLUENT INVERT
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WETWELL INVERT
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CONCRETE STRUTURE TOP SLAB
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ALUMINUM SAFETY GRATE
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42"X48" (MIN) ALUMINUM HATCH TO BE CAST IN TOP SLAB WITH RISER SECTION BY PRECAST CONCRETE MANUFACTURER. HATCH SHALL BE HS-25 LOADED W/OUT THE AID OF SAFETY GRATE. COORDINATE WITH APPROVED GRINDER (DRAIN TO WETWELL).
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11
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JENSEN'S PARK PUMPING STATION
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CONSTRUCTION PLAN AND SECTION
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July 27, 2018
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SHEET
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FILE NO.
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OF
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CADD NO.
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SCALE:
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DR.BY
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CONTRACT:
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JOB NO.
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DSN.BY
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CHK.BY
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APP.BY
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D
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E
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P
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A
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Date
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No.
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Ck.By
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App.By
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Description
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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CBW
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RGT
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KJM
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CONTROL LEVEL TABLE
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ALL PUMPS ON
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ALL PUMPS OFF
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CONDITION
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ELEVATION
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531.90
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526.50
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BACKUP FLOAT
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P-2
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M-3
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A
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P-1
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INLINE CHECK VALVE
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6" PLUG VALVE W/ WHEEL OPERATOR (TYP)
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DOUBLE FLEXIBLE SOLID SLEEVE COUPLINGS FOR ALL PIPING BETWEEN THE WETWELL AND VALVE VAULT(TYP)
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6" DI
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PUMP MOUNTING BASE W/ 316 S.S. GUIDE RAILS (TYP)
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SUBMERSIBLE LEVEL TRANSDUCER (LE-100)
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6" DI PAINTED VENT W/ ACTIVATED CARBON ODOR CONTROL MODULE, FASTENED TO FENCE 3'-0" ABOVE GRADE W/ S.S. HARDWARE, PITCHED TO VALVE VAULT
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PRESSURE GAUGE ASSEMBLY (TYP OF 3)
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6" DI CHECK VALVE (TYP)
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PRECAST CONCRETE VALVE CHAMBER 8'Wx8'L MIN INTERIOR DIMENSIONS
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S.S. PIPE SLEEVE FOR OPENING SEAL W/ DOUBLE LINKSEAL (TYP)
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8" MJ DI INFLUENT SEWER
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6" DI PAINTED VENT W/ ACTIVATED CARBON ODOR CONTROL MODULE, FASTENED TO FENCE 3'-0" ABOVE GRADE W/ S.S. HARDWARE, PITCHED TO WETWELL
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30"X30" (MIN) ALUMINUM BYPASS HATCH (NO SAFETY GRATE REQUIRED)
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6" MJ FM DI
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CONCRETE FLOOR SLOPE TO DRAIN (MIN 2% FLOOR SLOPE)
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3" PVC DRAIN
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PG-103
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PG-101
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PG-102
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BACKUP MECHANICAL FLOATS (TYP OF 2) (LSH 101-102)
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1
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2% MIN FLOOR SLOPE
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EL 563.50
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6" DI VENT WITH ACTIVATED CARBON ODOR CONTROL MODULE PITCH TO VAULT (SHOWN OUT OF PHASE FOR CLARITY)
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6" PAINTED DUCTILE IRON STILLING PIPE (TRANSDUCER CABLE ATTACHED SEE DETAIL)
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36"X60"(MIN) UNOBSTRUCTED OPENING, DOUBLE LEAF ALUMINUM HATCH TO BE CAST IN TOP SLAB WITH RISER SECTION BY PRECAST CONCRETE MANUFACTURER. HATCH SHALL BE HS-25 LOADED W/OUT THE AID OF SAFETY GRATE. COORDINATE WITH APPROVED PUMPS (DRAIN TO WETWELL).
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DOUBLE SOLID SLEEVE FLEXIBLE COUPLINGS AS NECESSARY (TYP)
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4"x4" GUTTER W/ 2% SLOPE TO SUMP
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18"X18"X12" SUMP W/ PVC CHECK VALVE
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3" PVC SCH 80 SUMP DRAIN (2% SLOPE MIN)
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ELECTRICAL INSTRUMENTATION CONDUITS (SHOWN OUT OF PHASE FOR CLARITY, SEE ELECTRICAL DRAWINGS FOR DETAILED CONDUIT INFORMATION ETC.)
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SUBMERSIBLE WASTEWATER PUMP W/ EXPLOSION PROOF MOTOR
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PRESSURE TRANSDUCER W/ 4" (MIN) PVC STILLING PIPE (ELEVATION AS RECOMMENDED BY MANUFACTURER) (LE-100)
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8" DI INFLUENT SEWER (INV EL 568.00)
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6" DI DISCHARGE
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2" MINIMUM316 S.S. GUIDE RAILS
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6" DI BYPASS CONNECTION
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316 S.S. PIPE SUPPORTS (TYP)
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6" DI TEE
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PROVIDE NEMA 4X DROP LIGHT W/ CONNECTION CABLE TO EXTERIOR RECEPTACLE (TYP)
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6" DI CHECK VALVE
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FG EL 576.00
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6" DI VENT WITH ACTIVATED CARBON ODOR CONTROL MODULE PITCH TO WETWELL (SHOWN OUT OF PHASE FOR CLARITY)
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3" PVC SCH 80 SUMP DRAIN W/ SUPPORTS FROM VALVE VAULT SHALL EXTEND BELOW LOW WATER LEVEL (EL 564.75)
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6" PLUG VALVE W/ WHEEL OPERATOR AND POSITION INDICATOR (TYP)
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1
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EL 567.50
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PRESSURE GAUGE
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FG EL 576.00
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36"X36" (MIN) ALUMINUM HATCH TO BE CAST IN TOP SLAB WITH RISER SECTION BY PRECAST CONCRETE MANUFACTURER. HATCH SHALL BE HS-25 LOADED W/OUT THE AID OF SAFETY GRATE, SAFETY GRATE NOT SHOWN (DRAIN TO SUMP).
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EL 571.00
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30"X30" (MIN) ALUMINUM HATCH TO BE CAST IN TOP SLAB WITH RISER SECTION BY PRECAST CONCRETE MANUFACTURER. HATCH SHALL BE HS-25 LOADED (DRAIN TO SUMP) (CLIPPABLE SAFETY MESH NET REQUIRED)
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TF EL 576.50
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FLOATS
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1
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1
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INV.= 574.50
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INV.= 574.50
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N
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%%USECTION
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SCALE: 1/4"= 1'-0"
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A
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SCALE: 1/4" = 1-0"
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%%UWILLARD'S PUMPING STATION PROPOSED CONSTRUCTION PLAN
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PUMP CONTROL LEVEL TABLE
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LEAD PUMP ON
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HIGH LEVEL ALARM
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LOW LEVEL ALARM
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CONDITION
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ELEVATION
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566.50
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567.50
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565.00
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COORDINATE PUMP OFF AND LOW LEVEL ALARM ELEVATIONS WITH THE SUBMERSIBLE PUMP MANUFACTURER
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ALL PUMPS OFF
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565.50
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LAG PUMP ON
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567.00
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12
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WILLARD'S PUMPING STATION
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CONSTRUCTION PLAN AND SECTION
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AS NOTED
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SHEET
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FILE NO.
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OF
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CADD NO.
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SCALE:
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DR.BY
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CONTRACT:
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JOB NO.
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DSN.BY
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CHK.BY
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APP.BY
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D
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Date
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No.
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Ck.By
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App.By
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Description
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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CBW
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RGT
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KJM
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NOTES: 1.ALL LINK SEAL HARDWARE SHALL BE TYPE 316 S.S. ALL LINK SEAL HARDWARE SHALL BE TYPE 316 S.S. 2.ALL MISCELLANEOUS METALS AND HARDWARE SHALL BE TYPE 316 S.S. ALL MISCELLANEOUS METALS AND HARDWARE SHALL BE TYPE 316 S.S. 3.ALL PIPING SHOWN ON THIS DRAWING SHALL HAVE THE FORCEMAIN CLASSIFICATION FROM ALL PIPING SHOWN ON THIS DRAWING SHALL HAVE THE FORCEMAIN CLASSIFICATION FROM DRAWING M-1 UNLESS SPECIFICALLY STATED. 4.BACKUP FLOATS NOT SHOWN. FLOATS TO BE INSTALLED ON 316 S.S. FLOAT TREE BACKUP FLOATS NOT SHOWN. FLOATS TO BE INSTALLED ON 316 S.S. FLOAT TREE ANCHORED TO THE TOP OF THE WETWELL, FOUR FLOATS TO BE PROVIDED. CONTRACTOR TO PROVIDE ACCESS TO FLOATS FOR EASY REMOVAL AND REPLACEMENT. 5.FURNISH AND INSTALL FOLDING ACCESS LADDER AND PERIMETER RAILING AROUND THE FURNISH AND INSTALL FOLDING ACCESS LADDER AND PERIMETER RAILING AROUND THE TOP OF BOTH THE WETWELL AND THE VALVE VAULT. ACCESS LADDER SHALL BE OF 304 S.S. CONSTRUCTION AND PROVIDED W/ NON-SLIP LADDER RUNGS. RAILING SHALL BE SIDE MOUNTED BOTH RAILING AND LADDER SHALL BE OSHA COMPLIANT (SEE DETAIL). 6.WETWELL TOP SLAB SHALL PROVIDE A " PER FOOT SLOPE AWAY FROM THE STRUCTURE WETWELL TOP SLAB SHALL PROVIDE A " PER FOOT SLOPE AWAY FROM THE STRUCTURE 14" PER FOOT SLOPE AWAY FROM THE STRUCTURE TO ALLOW RAIN WATER TO DRAIN FROM THE TOP OF THE STRUCTURES. 7.PRESSURE GAUGE DISPLAYS SHALL BE WALL MOUNTED TO THE WETWELL W/ 316 S.S. PRESSURE GAUGE DISPLAYS SHALL BE WALL MOUNTED TO THE WETWELL W/ 316 S.S. HARDWARE. 8.REFER TO THE MECHANICAL DRAWINGS FOR ADDITIONAL DETAILS. REFER TO THE MECHANICAL DRAWINGS FOR ADDITIONAL DETAILS. 9.SEE ELECTRICAL DRAWINGS FOR DETAILED CONDUIT INFORMATION ETC.SEE ELECTRICAL DRAWINGS FOR DETAILED CONDUIT INFORMATION ETC.
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CONTROL LEVEL TABLE
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ALL PUMPS ON
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ALL PUMPS OFF
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CONDITION
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ELEVATION
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568.00
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565.00
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BACKUP FLOAT
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%%USOUTH ELEVATION
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%%UNORTH ELEVATION
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%%UWEST ELEVATION
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SCALE: 3/8"=1'-0"
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SCALE: 3/8"=1'-0"
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SCALE: 3/8"=1'-0"
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REMOVABLE INSULATED ALUMINUM PANEL
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%%UEAST ELEVATION
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SCALE: 3/8"=1'-0"
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STANDBY GENERATOR SET
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20'-0" MIN
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N
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6'-0" MIN
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INTAKE LOUVER W/MOTORIZED DAMPER SIZED TO GENERATOR MANUFACTURERS SPECIFICATIONS
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EXHAUST LOUVER W/MOTORIZED DAMPER SIZED TO GENERATOR MANUFACTURER'S SPECIFICATIONS
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11'-0" MIN
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PRECAST CONCRETE CONTROL BUILDING
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PROGRAMMABLE ROOM THERMOSTAT
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%%UCONTROL BUILDING PLAN VIEW
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SCALE: 3/8"=1'-0"
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T
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S
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S
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VCP
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PUMPING STATION CONTROL PANEL
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GENERATOR FILL AND VENT PIPING
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ELECTRICAL POWER PANEL BOARDS
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ES
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GENERATOR EMERGENCY STOP
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ELECTRIC UNIT HEATER
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MOTION SENSOR OUTDOOR LIGHT
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DOUBLE DOOR WITH 180° SWING
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WALL MOUNTED FIRE EXTINGUISHER (TYP OF 2)
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ELECTRIC BILLING METER
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6
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12
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6
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12
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GUTTER (TYP)
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RIDGE VENT
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GUTTER (TYP)
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RIDGE VENT
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RIDGE VENT
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GABLE VENT
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GUTTER (TYP)
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DOWN SPOUT (TYP)
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2x8 P.T. ROUGH FASCIA (TYP)
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2- 2x6 P.T. SILL PLATE ASSEMBLY w/ ANCHOR BOLTS (ALL AROUND)
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2x8 P.T. RIDGE RAFTER
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%%UTYPICAL ROOF PLAN (GABLE ROOF)
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NOT TO SCALE
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PROVIDE HURRICANE CLIPS AT RAFTERS (TYP)
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PLYWOOD SHEATHING
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RIDGE VENT
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GABLE VENT
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AUTOMATIC TRANSFER SWITCH
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1" GATE VALVE
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WALL MOUNTED FIRE EXTINGUISHER (TYP OF 2)
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1" REDUCED PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY
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1" HOSE BIB W/ VACUUM BREAK FITTING
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WATER SERVICE
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LIGHT SWITCH (TYP)
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13'-6"±
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NOTES: 1.ASPHALT SHINGLES SHALL HAVE A MINIMUM 25-YEAR ASPHALT SHINGLES SHALL HAVE A MINIMUM 25-YEAR WARRANTY. SUBMIT COLOR/SAMPLE TO OWNER FOR APPROVAL. INSTALL PER MANUFACTURER'S REQUIREMENTS.
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13
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JENSEN'S PARK PUMPING STATION CONTROL BUILDING
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PLAN AND ELEVATIONS
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EXHAUST FAN
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EXHAUST FAN
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GENERATOR ENGINE EXHAUST
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ELECTRIC BILLING METER
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FUEL STORAGE FILL AND VENT PIPING. FILL PIPE CAP SHALL BE 12" (MIN) ABOVE THE TOP OF THE FUEL STORAGE TANK
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EXHAUST LOUVER
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GENERATOR ENGINE EXHAUST
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MOTION SENSOR OUTDOOR LIGHT
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July 27, 2018
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SHEET
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FILE NO.
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OF
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CADD NO.
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SCALE:
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DR.BY
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CONTRACT:
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JOB NO.
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DSN.BY
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CHK.BY
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APP.BY
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D
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E
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V
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O
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R
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P
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P
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A
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Date
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No.
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Dr.By
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Ck.By
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App.By
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Description
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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CBW
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RGT
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KJM
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EXHAUST FAN
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GENERATOR ENGINE EXHAUST
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INTAKE LOUVER
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FUEL STORAGE FILL AND VENT PIPING. FILL PIPE CAP SHALL BE 12" (MIN) ABOVE THE TOP OF THE FUEL STORAGE TANK
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EXHAUST DRAIN
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M
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M
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VCP
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EXIT
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ES
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S
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S
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N
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%%UCONTROL BUILDING PLAN VIEW
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%%UEAST ELEVATION
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%%USOUTH ELEVATION
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SCALE: 1/2"=1'-0"
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%%UWEST ELEVATION
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WALL MOUNTED FIRE EXTINGUISHER
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STANDBY GENERATOR SET
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ELECTRIC UNIT HEATER
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EXHAUST FAN
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PANEL
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LIGHT SWITCH (TYP)
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PROGRAMMABLE THERMOSTAT
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EXHAUST FAN
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GENERATOR EXHAUST PIPING
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GENERATOR EXHAUST PIPING
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EXHAUST LOUVER
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DOOR. 180° SWING
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AUTOMATIC TRANSFER SWITCH
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6'-0" MIN
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11'-0" MIN
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17'-5" MIN
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ELECTRIC BILLING METER
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ELECTRIC BILLING METER
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FUEL STORAGE FILL AND VENT PIPING. FILL PIPE CAP SHALL BE 12" (MIN) ABOVE THE TOP OF THE FUEL STORAGE TANK
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MOTION SENSOR OUTDOOR LIGHT
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LIGHT
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GENERATOR FILL AND VENT PIPING
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SCALE: 1/2"=1'-0"
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SCALE: 1/2"=1'-0"
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SCALE: 1/2"=1'-0"
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INTAKE LOUVER
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%%UNORTH ELEVATION
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SCALE: 1/2"=1'-0"
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EXHAUST FAN
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1" GATE VALVE
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1" REDUCED PRESSURE ZONE ASSEMBLY
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1" HOSE BIB W/ VACUUM BREAK FITTING
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1" HOSE BIB W/ VACUUM BREAK FITTING
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WATER SERVICE
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EPDM ROOF MEMBRANE (TYP)
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EPDM ROOF MEMBRANE (TYP)
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EPDM ROOF MEMBRANE (TYP)
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EPDM ROOF MEMBRANE (TYP)
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EXHAUST DRAIN
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FUEL STORAGE FILL AND VENT PIPING. FILL PIPE CAP SHALL BE 12" (MIN) ABOVE THE TOP OF THE FUEL STORAGE TANK
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14
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WILLARDS PUMPING STATION CONTROL BUILDING
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PLAN AND ELEVATIONS
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July 27, 2018
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SHEET
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FILE NO.
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OF
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CADD NO.
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SCALE:
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DR.BY
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CONTRACT:
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JOB NO.
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DSN.BY
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CHK.BY
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APP.BY
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D
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E
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V
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O
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R
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P
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P
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A
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Date
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No.
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Dr.By
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Ck.By
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App.By
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Description
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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CBW
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RGT
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KJM
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TYPICAL FOUNDATION SECTION
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SCALE: 1"=1'-0"
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3"x 5 " KEY12" KEY
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#4 @ 12" E.W./E.F.
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#4 @ 12" E.W./E.F.
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ANCHORS
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FINISH GRADE
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COMPACTED CRUSHED STONE
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ORDINARY BORROW
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ALL EXPOSED CORNERS SHALL HAVE 3/4" CHAMFER UNLESS OTHERWISE NOTED (TYP)
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w/ SPRING LOADED
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2" BALL VALVE
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2" BALL VALVE
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FLUSH & TEST
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LIQUID FILL-BLEED
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1/2"NPT SNUBBER
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1/2" NPT BRASS
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NIPPLES (TYPICAL)
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2" PIPE CLOSE
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DIAPHRAGM SEAL
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2" X 1/2"
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PROCESS PIPING
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EXPOSED BASE
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316 SS PROCESS
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TEFLON OR TEFLON
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COATED STAINLESS STEEL
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OIL FILLED SEAL
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OIL FILLED GAUGE
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MINIMIZE HEIGHT
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BALL VALVE
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SEE SPECIFICATIONS
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FOR ADDITIONAL INFORMATION
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CONNECTION
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HANDLE TO CLOSE
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DIAPHRAGM
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NOTE:
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GAUGE BASE
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%%UGAUGE ASSEMBLY
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N.T.S.
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N.T.S.
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6"
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6"
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D (MIN)
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%%UCRADLE TYPE
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1"
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1"
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B
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2"
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2"
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A
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4"x6"
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4"x6"
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C
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6"
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6"
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1"
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1"
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2"
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2"
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4"x6"
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4"x6"
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8"
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6"
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PIPE SIZE
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%%UFLANGE TYPE
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12"
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10"
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%%UADJUSTABLE PIPE SUPPORT DETAIL
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APPROXIMATE DIMENSIONS
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1" NON-SHRINK GROUT (MIN.)
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D
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S.S. EXPANSION BOLTS TO SUIT. MIN. 3 1/2'' EMBEDMENT (TYP)
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S.S. EXPANSION BOLTS TO SUIT. MIN. 3 1/2'' EMBEDMENT (TYP)
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SADDLE CLAMP
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ALL COMPONENTS SHALL BE 316 S.S.
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D
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B
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A
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EXTENSION PIPE LENGTH AS REQUIRED
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THREADED STUD LENGTH AS NOTED
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C
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%%UPRECAST CONCRETE WETWELL/VALVE VAULT
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DUCTILE IRON 90° BEND (TYP)
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PAINTED DUCTILE IRON VENT PIPE SIZE AS INDICATED ON PLANS
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3'-0" (MIN)
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DUCTILE IRON FLANGE
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TYPE 316 S.S. INSECT SCREEN
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FLANGED ACTIVATED CARBON ODOR CONTROL MODULE
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%%UDUCTILE IRON VENT DETAIL
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1'-0"
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NOTES: 1.ALL HARDWARE SHALL BE TYPE 316 S.S. ALL HARDWARE SHALL BE TYPE 316 S.S. 2.ODOR CONTROL MODULE TO BE SWEETVENT ODOR CONTROL MODULE TO BE SWEETVENT BY CONTINENTAL CARBON GROUP, CALGONCARBON, OR EQUAL.
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DOUBLE LINK SEAL (S.S. HARDWARE)
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N.T.S.
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WALL
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MOUNT TO BUILDING OR FENCE USING TYPE 316 SS HARDWARE (TYP)
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6"
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HOUSING OF EQUIPMENT SUPPLIED
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ANCHOR BOLTS CAST IN PLACE TO
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EQUIPMENT MANUF. TEMPLATE (TYP)
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NOTE: COORDINATE ALL OPENINGS IN PAD
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WITH EQUIPMENT MANUFACTURER
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%%UINTERIOR EQUIPMENT PAD DETAIL
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#5 @ 12" E.F., E.W.
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N.T.S.
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3/4" CHAMFER ON ALL
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EXPOSED EDGES (TYP)
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FIN. GRADE
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6" MIN UNLESS
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1" ALL SIDES
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OTHERWISE REQUIRED
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ROUGHEN FLOOR AND PROVIDE 6" LONG #4 DOWELS INTO THE FLOOR @ 18" OC E.F., E.W.
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PIPE SLEEVE FOR OPENING W/ WATERSTOPS
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2" 316 S.S. PIPING (TYP)
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%%UCONCRETE PIPE SUPPORT
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C PIPE
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1 1/2" COVER (TYP.)
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ROUGH CONCRETE
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N.T.S.
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L
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CHAMFERED EDGE
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SURFACE
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EACH END
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2-#4 x 9" LONG
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L
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TO SUIT PIPE C
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PRECAST BASE).
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CORNER DRILLED INTO A
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5/8" DIA. ANCHOR (EACH
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3" MIN.
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%%UPIPING SLEEVE DETAILS
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GALVANIZED STEEL
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MIN. 24 GAUGE
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NTS
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AIR
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NON-BEARING
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PARTITION
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AIR
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NOTE:
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FLOOR
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FINISHED AREAS
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SPLIT COVER
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PLATE IN
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AIR
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AIR
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COLLAR
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AND ANCHORING
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1" WELDED SEALING
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SCH. 40
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STEEL PIPE,
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GALVANIZED
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CONCRETE
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RISER CLAMP
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2"
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AIR
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WITH OAKUM AND SEAL ENDS WITH
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BETWEEN SLEEVE AND PIPE, PACK
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PROVIDE MINIMUM 1/4" ANNULAR SPACE
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SEALANT.
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COLLAR
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AND ANCHORING
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1" WELDED SEALING
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SCH. 40
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GALVANIZED
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STEEL PIPE,
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WALL
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CONCRETE
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AIR
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15
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MECHANICAL DETAILS I
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July 27, 2018
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SHEET
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FILE NO.
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OF
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CADD NO.
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SCALE:
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DR.BY
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CONTRACT:
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JOB NO.
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DSN.BY
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CHK.BY
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APP.BY
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D
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E
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V
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O
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R
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P
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P
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A
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Date
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No.
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Dr.By
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Ck.By
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App.By
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Description
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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CBW
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RGT
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KJM
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316 S.S. FABRICATED SUPPORT FRAME
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PVC COATED RGS (TYPICAL ALL NON-BURIED CONDUIT)
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AISI/ASTM 316 S.S. DISCONNECT OR JUNCTION BOX OR TERMINAL BOX (PROVIDE BREATHER SYSTEM W/ITH NEMA 7)
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FINISHED GRADE
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PIPE SLEEVE FOR OPENING (TYP)
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WETWELL
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NEMA 7 COMPRESSION CORD GRIPS (TYP)
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SEAL OFF
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EQUIPMENT PAD (SEE DETAIL)
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TYPICAL DISCONNECT OR JUNCTION BOX DETAIL
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PIPE COUPLING (TYP)
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BURIED ELECTRICAL CONDUIT (TYP) (SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS)
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SCH. 40 PVC BELL END
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SCH. 40 PVC ELECTRICAL CONDUIT
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E-Y FITTING WITH LIQUID STYROFOAM INSULATION
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N.T.S.
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6" MIN. 8" MAX.
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1" TYPE 316 S.S. FULLCOUPLINGS (TYP @ 6' C-C MAXIMUM)
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316 S.S. SUBMERSIBLE TRANSDUCER (PRESSURE AS REQUIRED FOR PROCESS APPLICATION)
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2" CORED OPENINGSWITH 1/2" RADII
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316 S.S. FABRICATED SUPPORT FRAME
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3/4" PVC COATED RGS(TYPICAL ALL CONDUIT)
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MTL 378 TVSS SPD
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AISI/ASTM 316 S.S. TRANSMITTER JUNCTION BOX WITH BREATHER SYSTEM, TVSSS SPD, LCD LEVEL DISPLAY
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316 S.S. COUPLING (TYP)
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D.I. REDUCING COMPANION FLANGE (1"x9")
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316 S.S. PIPE NIPPLE
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5/8" 316 S.S. FLANGE BOLTS (8)
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NEOPRENE GASKET
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6" FL X PE CLASS 52 (MIN)DIP WITH WATERSTOP
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NEMA 7 COMPRESSION FITTING (TYP)
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COILED POLYTHYLENE JACKETED TRANSMITTER CABLE WITH 15' SLACK (MIN)
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CLOSED-TANK SUBMERSIBLE TRANSMITTER TYPICAL MOUNTING DETAIL
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1" , 316 S.S. EXTENSION PIPE
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WETWELL/TANK BOTTOM (TYP)
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N.T.S.
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MIN 4" SCH 80 PVC STILLINGTUBE W/ DRILLED WEEPHOLES AS NECESSARY (COORDINATE ACTUAL STILLING WELL DIAMETER WITH TRANSDUCER MANUFACTURER)
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316 S.S. FABRICATED SUPPORT FRAME
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HORSE POWER RATED PLUG/PIN CONNECTOR (TYP)
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MIN. 6" 316 S.S. SLEEVE W/ FLANGE CAST-IN-FLOOR (TYP)
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EQUIPMENT POWER CABLE
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316 S.S. FABRICATED SUPPORT FRAME
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GRADE
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T.O.C.
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HORSE POWER RATED PLUG/PIN CONNECTOR (TYP)
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EQUIPMENT INSTRUMENTATION CABLE (MOISTURE SENSOR, TEMPERATURE SENSOR, ETC.)
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EQUIPMENT POWER CABLE
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NEC CLASSIFIED AREA
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316 S.S. WALL SLEEVE w/ FLANGE
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2" MIN PVC COATED RGS CONDUIT
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TO CONTROL PANEL TO POWER PANEL
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EQUIPMENT INSTRUMENTATION CABLE (MOISTURE SENSOR, TEMPERATURE SENSOR, ETC.)
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2" MIN PVC COATED RGS CONDUIT (POWER)
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2" MIN PVC COATED RGS CONDUIT (INSTRUMENTATION)
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BOX LOCKABLE LATCH ACCESS HANDLE (316 S.S.)
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TO EQUIPMENT
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TO EQUIPMENT
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TO EQUIPMENT
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NEC CLASSIFIED AREA
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T.O.C.
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PLUG/PIN STYLE CONNECTOR TRANSMITTER AND
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TYPICAL SIDE ANGLE
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TYPICAL FRONT ANGLE
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NEC COMPLIANT E-Y SEALING FITTING. PROVIDE SEALING COMPOUND MINIMUM OF 4"±BEFORE AND AFTER SEALING FITTING.
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MIN. 6" 316 S.S. SLEEVE W/ FLANGE CAST-IN-FLOOR (TYP)
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PROVIDE REDUCERS AS NECESSARY. SEE ELECTRICAL AND INSTRUMENTATION DRAWINGS FOR ADDITIONAL INFORMATION
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NEC COMPLIANT E-Y SEALING FITTING. PROVIDE SEALING COMPOUND MINIMUM OF 4"± BEFOREAND AFTER SEALING FITTING.
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PVC COATED RGS ACCESS ELBOW / LB FITTING
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MINIMUM 12" THICK CAST IN PLACE CONCRETE MOUNTING PAD W/ CHAMFERED CORNERS FOR TRANSMITTER/JUNCTION BOX. EXTENDED PAD A MINIMUM OF 6" BELOW GRADE
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NEC CLASSIFIED AREA
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NOTES: 1.THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO PLUG/PIN CONNECTORS PER MOTOR ASSEMBLY. ONE DEDICATED THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO PLUG/PIN CONNECTORS PER MOTOR ASSEMBLY. ONE DEDICATED PLUG/PIN CONNECTOR SHALL BE PROVIDED FOR THE EQUIPMENT POWER AND ONE FOR THE INSTRUMENTATION CABLES. POWER PLUG/PINS SHALL BE NEMA 4X AND HORSEPOWER RATED. ADDITIONAL HORSEPOWER RATED PLUG/PINS SHALL BE PROVIDED AT NO ADDITIONAL COST BASED ON THE ACTUAL MOTOR LOADS AND HORSEPOWER RATING REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE THESE REQUIREMENTS WITH THE EQUIPMENT MANUFACTURER. PLUG/PIN CONNECTORS SHALL BE AS MANUFACTURED BY CROUSE-HINDS OR MELTRIC CORPORATION. 2.PLUG/PIN CONNECTORS ARE SHOWN MOUNTED TO THE FRONT OF THE JUNCTION BOX/TRANSMITTER ENCLOSURE FOR CLARITY OF PLUG/PIN CONNECTORS ARE SHOWN MOUNTED TO THE FRONT OF THE JUNCTION BOX/TRANSMITTER ENCLOSURE FOR CLARITY OF THE DETAIL. THE PLUG/PIN CONNECTORS SHALL BE INSTALLED ON THE BOTTOM OF THE JUNCTION BOX/TRANSMITTER ENCLOSURE SUCH THAT THE ENCLOSURE PROVIDES A DRIP EDGE/ MEANS OF WEATHER PROTECTION FOR THE PLUG/PIN CONNECTORS. 3.ALL COMPONENTS OF THE PLUG/PIN CONNECTORS SHALL BE NON-FUSED. ALL COMPONENTS OF THE PLUG/PIN CONNECTORS SHALL BE NON-FUSED. 4.ALL EQUIPMENT UTILIZING PLUG/PIN CONNECTIONS SHALL BE PROVIDED WITH LOCKOUT/TAGOUT PROVISIONS ON THE SYSTEM ALL EQUIPMENT UTILIZING PLUG/PIN CONNECTIONS SHALL BE PROVIDED WITH LOCKOUT/TAGOUT PROVISIONS ON THE SYSTEM CONTROL PANEL/STARTER REGARDLESS OF WHETHER OR NOT THE LOCKOUT/TAGOUT PROVISIONS ARE SPECIFIED. 5.THE CONTRACTOR SHALL COORDINATE THE EQUIPMENT CABLE AND CABLE PIN QUANTITY REQUIREMENTS W/ THE APPROVED THE CONTRACTOR SHALL COORDINATE THE EQUIPMENT CABLE AND CABLE PIN QUANTITY REQUIREMENTS W/ THE APPROVED EQUIPMENT. THE CONTRACTOR SHALL PROVIDE PLUGS/PINS WITH ADDITIONAL PINS AS NECESSARY AND AT NO ADDITIONAL COST TO THE OWNER BASED ON THE QUANTITY OF PINS REQUIRED BY THE EQUIPMENT MANUFACTURER. 6.FOR SUBMERSIBLE PUMPING APPLICATIONS THE CONTRACTOR SHALL PROVIDE ONE JUNCTION BOX/TRANSMITTER WITH ALL OF FOR SUBMERSIBLE PUMPING APPLICATIONS THE CONTRACTOR SHALL PROVIDE ONE JUNCTION BOX/TRANSMITTER WITH ALL OF THE PLUG/PIN RECEPTACLES PROVIDED ON THE BOX. THE CONTRACTOR SHALL UPSIZE THE MINIMUM JUNCTION BOX/TRANSMITTER SIZE AS REQUIRED AND AT NO ADDITIONAL COST.
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316 S.S. HANGER BRACKET MOUNTED TO BOX W/ KELLUMS GRIP STRAIN RELIEF FOR CONNECTOR
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N.T.S.
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JUNCTION BOX MOUNTING DETAIL
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16
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MECHANICAL DETAILS II
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July 27, 2018
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SHEET
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OF
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CADD NO.
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Description
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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KJM
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2
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CBW
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RGT
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KJM
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PIPE ROLL SUPPORTS WITH SPRING-CUSHION HANGERS (TYP)
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EXHAUST SILENCER
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STAINLESS-STEEL FLEXIBLE CONNECTOR
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GENERATOR SET
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FLEXIBLE CONNECTOR TYPICAL ALL CONNECTIONS. PROVIDE WHISTLE STOP ON STORAGE TANK VENT PIPE
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FUEL STORAGE TANK FILL AND VENT PIPES
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EXHAUST PIPE AND HANGERS INSULATION AND COVERING
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FLEXIBLE DUCT CONNECTOR
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GALVANIZED-STEEL RADIATOR EXHAUST DUCT
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EXHAUST PIPE TO EXTEND BEYOND BUILDING FACE PER MANUFACTURER'S REQUIRMENTS
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THIMBLE AND FLASHING
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%%UTYPICAL SUB-BASE FUEL TANK
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COMBINATION MOTOR ACTUATED EXHAUST LOUVER AND DAMPER
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TERMINATE OUTSIDE 12" ABOVE FINISHED GRADE
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1" 316 S.S TO DRAIN
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1" 316 S.S BALL VALVE
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SUB-BASE TANK W/RUPTURE BASIN
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%%U GENERATOR CONNECTION DETAIL
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PRECAST BUILDING
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NOTES: 1.CONTRACTOR TO COORDINATE THE TANK CHASE SIZE WITH CONTRACTOR TO COORDINATE THE TANK CHASE SIZE WITH ELECTRICAL CONDUIT RUNS. FOR GENERATORS INSTALLED INDOORS CONDUIT RUNS TO COME DOWN FROM THE CEILING.
Page 17: TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION … · town of mansfield, connecticut water pollution control authority 4 south eagleville road, mansfield, ct 06268 four corners sanitary

GENERAL NOTES

1. DRAWINGS ARE DIAGRAMMATIC ONLY. THE EXACT LOCATION, MOUNTING HEIGHTS, SIZE OF EQUIPMENT ANDROUTING OF RACEWAYS SHAL`L BE COORDINATED AND DETERMINED IN THE FIELD.

2. ALL STRAIGHT FEEDER, BRANCH CIRCUIT AND AUXILIARY SYSTEM CONDUIT RUNS SHALL BE PROVIDED WITHSUFFICIENT PULL BOXES TO LIMIT THE MAXIMUM LENGTH OF ANY SINGLE CABLE PULL TO 150 FEET. EXACT SIZESOF PULL BOXES AND LOCATIONS TO BE DETERMINED IN THE FIELD BY THE ELECTRICAL CONTRACTOR.

3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR AS APPLICABLE AS TOTHE EXACT LOCATION OF THEIR RESPECTIVE EQUIPMENT; THE POWER WIRING, CONTROL WIRING AND ALLELECTRICAL CONNECTIONS AND CONDUIT TURN-UPS SHALL BE COORDINATED WITH THE RESPECTIVECONTRACTORS BEFORE THE START OF CONSTRUCTION IN THE FIELD.

4. SLEEVES ARE TO BE UTILIZED FOR PASSAGE OF CONDUITS THROUGH FLOORS OR WALLS. CONDUITS AND BOXESARE TO BE SUPPORTED BY THE USE OF PRESET FASTENERS INSTALLED IN FLOORS, WALLS OR COLUMNS.CONDUITS AND BOXES ARE TO BE INSTALLED CONCEALED IN MASONRY WALLS AND ABOVE HUNG CEILINGS. ALLSLEEVES ARE TO BE SEALED WITH APPROVED FIRE STOPPING SEALANT.

5. WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, CONNECTICUT BUILDING CODE, NFPA ANDREQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION.

6. THE WORD "CONTRACTOR" AS USED IN THE "ELECTRICAL WORK" SHALL MEAN THE ELECTRICALSUBCONTRACTOR.

7. CONTRACTOR SHALL PAY FOR ALL PERMITS, INSURANCE AND TESTS, AND SHALL PROVIDE LABOR AND MATERIALTO COMPLETE THE ELECTRICAL WORK SHOWN.

8. EXCEPT AS OTHERWISE NOTED, THE ELECTRICAL WORK SHALL INCLUDE CIRCUIT BREAKERS, FEEDERS, WIRING,RACEWAYS, LIGHTING FIXTURES, DEVICES, SAFETY SWITCHES AND CONNECTION NECESSARY TO OPERATEMOTORS AND OTHER EQUIPMENT.

9. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTING AND POWER AND PAY ALL ENERGY CHARGES.

10. DURING CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL KEEP HIS PORTION OF THE WORK NEAT, CLEANAND ORDERLY.

11. ALL SYSTEMS SHALL BE TESTED FOR SHORT CIRCUIT AND GROUNDS PRIOR TO ENERGIZING AND ANY DEFECTSSHALL BE CORRECTED.

12. ALL CUTTING AND PATCHING REQUIRED FOR ELECTRICAL WORK SHALL BE INCLUDED AS PART OF THIS SECTION.

13. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FOR ELECTRICAL EQUIPMENT. WHERE SPECIFIED,ELECTRICAL EQUIPMENT IS SUBSTITUTED. THE ELECTRICAL CONTRACTOR SHALL SUBMIT COMPLETESPECIFICATIONS ON THE SUBSTITUTE AS WELL AS THE ITEM ORIGINALLY SPECIFIED.

14. MATERIALS SHALL BE SPECIFICATION GRADE AND UL LISTED.

15. WHERE MATERIAL IS CALLED OUT IN THE LEGEND BY MANUFACTURER, TYPE OR CATALOG NUMBER, SUCHDESIGNATIONS ARE TO ESTABLISH STANDARDS OR DESIRED QUALITY. ACCEPTANCE OR REJECTIONS OFPROPOSED SUBSTITUTIONS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER.

16. WORK SHALL BE COORDINATED WITH THAT OF OTHER TRADES TO ELIMINATE INTERFERENCES.

17. ELECTRICAL CONTRACTOR SHALL OBTAIN SHOP DRAWINGS/SPECIFICATIONS OF ALL EQUIPMENT FROM THEGENERAL CONTRACTOR PRIOR TO PURCHASING AND INSTALLING ELECTRICAL EQUIPMENT FOR SAME. NOTIFYENGINEER OF ANY DISCREPANCIES BETWEEN ACTUAL EQUIPMENT INSTALLED AND CONTRACT DOCUMENTS.

18. ELECTRICAL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF WHICH SYSTEM IS PUTINTO SERVICE.

19. WORK SHALL BE GROUNDED IN ACCORDANCE WITH CODE REQUIREMENTS. COMPLETE EQUIPMENT (INSULATEDGREEN WIRE) GROUNDING SYSTEM SHALL BE INSTALLED.

20. WIRE SHALL BE TYPE "THHN-THWN" INSULATED FOR 600 VOLTS, MINIMUM SIZE #12 AWG COPPER UNLESSSPECIFICALLY NOTED OTHERWISE.

21. WIRING METHODS:

A. INTERIOR FEEDERS SHALL BE EMT CONDUIT.

B. EXTERIOR CONDUITS SHALL BE PVC SCHEDULE 40 CONDUIT.

C. HAZARDOUS LOCATION SHALL BE PVC COATED RIGID STEEL CONDUIT.

D. EQUIPMENT CONNECTIONS SHALL BE LIQUID TIGHT FLEXIBLE METAL CONDUIT.

CONNECTORS FOR RIGID CONDUIT SHALL BE MADE WITH THREADED COUPLINGS. CONNECTORS FORELECTRIC METALLIC TUBING AND FLEXIBLE LIQUID TIGHT CONDUIT SHALL BE COMPRESSION TYPE WITHINSULATED THROATS. CONDUIT AND TUBING SHALL BE SUPPORTED ON GALVANIZED WALL BRACKETS.TRAPEZE HANGERS OR PIPE STRAPS SECURED BY MEANS OF TOGGLE BOLTS OR INSERTS IN WOODCONSTRUCTION. FEEDERS SHALL BE ROUTED TIGHT TO THE UNDERSIDE OF THE BUILDING STRUCTURE.CONDUIT SHALL BE INSTALLED PARALLEL AND PERPENDICULAR TO MAIN BUILDING SUPPORTS.

33. BOXES SHALL BE GALVANIZED STEEL AND SHALL BE SIZED TO ACCOMMODATE THE EQUIPMENT OR APPARATUSTO BE INSTALLED. WHERE BOXES OF A STANDARD MAKE ARE NOT AVAILABLE, SPECIAL BOXES SHALL BEMANUFACTURED. FIXTURES SUPPORTED ON THE CEILING OR ON THE WALL SHALL HAVE SUITABLE FIXTURESUPPORT FOR THE SPECIFIC FIXTURE.

34. DISCONNECT SWITCHES, AND CONTROLLERS SHALL HAVE NAMEPLATES OF BLACK LAMINATED PLASTIC WITHENGRAVED WHITE LETTERS, SECURED WITH SELF-TAPPING SCREWS.

35. CONNECTIONS AT MOTORS SHALL BE MADE WITH 18" LENGTH OF 1/2 INCH FLEXIBLE LIQUID TIGHT CONDUIT.

36. FUSED OR UNFUSED SAFETY SWITCHES SHALL BE TOTALLY ENCLOSED, HEAVY DUTY TYPE. SWITCHES SHALLHAVE VOLTAGE, HORSEPOWER AND AMPERE RATING SUITABLE FOR THE APPLICATION. PROVIDE NUMBER OFPOLES AS REQUIRED. SWITCHES LOCATED EXTERIOR TO THE BUILDING OR IN DAMP/WET LOCATIONS SHALL BE INA NEMA 3R ENCLOSURE.

37. FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE, AS MANUFACURED BY BUSSMAN, RELIANCE OR EQUAL.

38. CONDUIT RUNS AS SHOWN ON THE PLANS ARE DIAGRAMMATIC ONLY; EXACT LOCATION AND METHOD OFSUPPORT SHALL BE DETERMINED IN THE FIELD.

39. CONTRACTOR SHALL CHECK EXISTING CONDITIONS TO DETERMINE EXACT EXTENT OF WORK TO BE PERFORMEDPRIOR TO BIDDING. DIMENSIONS RELEVANT TO EXISTING WORK SHALL BE VERIFIED IN THE FIELD.

40. ELECTRICAL SHUTDOWN SHALL BE AT A TIME AND DATE APPROVED BY THE OWNER.

41. PROVIDE AS-BUILT "CADD" DRAWINGS AT THE COMPLETION OF THE PROJECT.

1,3 LP1B

ELECTRICAL LEGEND

FUSIBLE SAFETY SWITCH - RATING AND TYPE AS NOTEDON THE DRAWING. (30 AMP, 20 AMP FUSE, 3 POLE)

SAFETY SWITCH - RATING AND TYPE AS NOTED ONTHE DRAWING.

PANELBOARD-SURFACE MOUNTED

JUNCTION BOX WITH BLANK COVERPLATE, SIZE ASREQUIRED BY N.E.C.

HOMERUN TO PANELBOARD, NUMBER OF TICKS INDICATES NUMBER OF#12 AWG CONDUCTORS CONTAINED IN RACEWAY. TWO (2) #12 AWG SHALLNOT BE INDICATED BY TICKS, NUMERALS 1 AND 3 INDICATE CIRCUITS INPANELBOARD. RACEWAYS LARGER THAN 1/2" AND CONDUCTORS LARGERTHAN #12 AWG SHALL BE INDICATED ON THE DRAWINGS. PROVIDE ANINSULATED GREEN GROUND WIRE IN ALL RACEWAYS MINIMUM SIZE TO BE#12AWG.

ABBREVIATIONS

WATTS OR WIREWWP WEATHERPROOF

POLYVINYL CHLORIDE CONDUITRIGID GALVANIZED STEEL CONDUIT

XFMRRSC

VTRANSFORMERVOLTS

PVC

NTSPNLPH

NOT TO SCALEPANELBOARDPHASE

MAIN CIRCUIT BREAKER

KILOVOLT AMPERESKVA

MTDMTG

MCBMLO

KW

MOUNTEDMOUNTING

KILOWATT

MAIN LUGS ONLY

GND

JBHP

GC

HORSEPOWERJUNCTION BOX

GROUNDGENERAL CONTRACTOR

AUTOMATIC TRANSFER SWITCHAUTOMATIC TEMPERATURE CONTROLS

ELECTRICAL CONTRACTOR

ABOVE FINISHED FLOORALTERNATING CURRENT

CONDUITC

FLA

CKT

FL

CBEC

FLOORFULL LOAD AMPERE

CIRCUITCIRCUIT BREAKER

ATC

BKRATS

AFF

AAC

AMPERE

BREAKER

PULL BOX

20A30A

THERMAL MOTOR SWITCHS M

DRY-TYPE TRANSFORMERT

E-1

DUPLEX ELECTRICAL CONTROL PANEL

STAINLESS STEEL HANGER BRACKET

SPARE SOLID STATE STARTER

NAME SPECIFICATION

13421

SPARE DC101 CONTROLLER

SPARE TRANSDUCER

SPARE MPCT6 CONTROLLER

VALVE VAULT FLOODING FLOAT WITH MOUNTING BRACKET

MISSION 110 ALARM DIALER

WET WELL TRANSDUCER

WET WELL FLOATS

INSTRUMENTATION EQUIPMENT INTEGRATOR SCHEDULEJENSENS PUMP STATION

8" 8750MA SERIES ROSEMOUNT FLOWMETER WITHSTAINLESS STEEL GROUNDING RINGS AND REMOTETRANSMITTER

13421

13421

13421

13421

13421

13421

13421

13421

13421

13421

DUPLEX ELECTRICAL CONTROL PANEL

STAINLESS STEEL HANGER BRACKET

NAME SPECIFICATION

13421

VALVE VAULT FLOODING FLOAT WITH MOUNTING BRACKET

MISSION 110 ALARM DIALER

WET WELL TRANSDUCER

WET WELL FLOATS

INSTRUMENTATION EQUIPMENT INTEGRATOR SCHEDULEWILLARD'S PUMP STATION

13421

13421

13421

13421

13421

JULY

27,

201

8

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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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ELECTRICAL LEGEND
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DNM
Page 18: TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION … · town of mansfield, connecticut water pollution control authority 4 south eagleville road, mansfield, ct 06268 four corners sanitary

EXISTING UTILITYRISER POLE

NEW UTILITY PADMOUNTEDTRANSFORMER

EXISTING UTILITY OVERHEADPOWER LINES

NEW (2) 4" UNDERGROUNDSCHEDULE 40 PVC CONCRETEENCASED CONDUITS FORPRIMARY POWER. (1 ACTIVE, 1SPARE)

NEW (2) 3" UNDERGROUND SCHEDULE 40PVC CONCRETE ENCASED CONDUITS FORSECONDARY POWER. (1 ACTIVE, 1 SPARE).REFER TO ONE LINE DIAGRAM DRAWING E-3FOR ADDITIONAL REQUIREMENTS

NEW UNDERGROUND ELECTRICALCONDUITS REFER TO DRAWING E-3 FORADDITIONAL REQUIREMENTS

WET WELL

DRY WELLBUILDING

NEW UNDERGROUND ELECTRICALCONDUITS REFER TO DRAWING E-3 FORADDITIONAL REQUIREMENTS

NEXISTING UTILITYPOLE "CL&P #4485

NEW UTILITY RISER POLEWITH POLE MOUNTEDTRANSFORMERS BY UTILITY

WETWELL

BUILDING

DRYWELL

NEW UNDERGROUND ELECTRICALCONDUITS REFER TO DRAWING E-4 FORADDITIONAL REQUIREMENTS

NEW (2) 3" UNDERGROUND SCHEDULE 40PVC CONCRETE ENCASED CONDUITS FORSECONDARY POWER. (1 ACTIVE, 1 SPARE).REFER TO ONE LINE DIAGRAM DRAWING E-4FOR ADDITIONAL REQUIREMENTS

NEW OVERHEADUTILITY POWERLINES BY UTILITY

EXISTING UTILITY OVERHEADPOWER LINES

N

JENSEN'S PUMPING STATION ELECTRICAL SITE PLANSCALE: 1" = 10'-0"

WILLARD'S PUMPING STATION ELECTRICAL SITE PLANSCALE: 1" = 10'-0"

DRAWING NOTES:

1. REFER TO DRAWING E-1 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

E-2

JULY

27,

201

8

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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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Page 19: TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION … · town of mansfield, connecticut water pollution control authority 4 south eagleville road, mansfield, ct 06268 four corners sanitary

ENCLOSED AND GASKETED 1X4LED LIGHTFIXTURE. COOPER LIGHTING CATALOG#VTLED2.0-55-DR-UNV-L835-WL-TEH.(TYPICAL FOR ALL TYPE "A" FIXTURES)

A A

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WALL MOUNTED LED EMERGENCYBATTERY UNIT PACK WITH DOUBLEREMOTE HEADS. MANUFACTURED BYCOOPER LIGHTING CATALOG#RL2-LED-2-WH OR APPROVED EQUAL(TYPICAL FOR ALL TYPE "EB1" FIXTURES)

EB1

EB1

WALL MOUNTED LED EXIT SIGN.MANUFACTURED BY COOPER LIGHTINGCATALOG #RL-EM-R-WW OR APPROVEDEQUAL.

1313 LUMEN, 3500K LED WALL MOUNTEDEXTERIOR LIGHTING. MANUFACTURED BYCOOPER LIGHTING CATALOG#LDWP-FC-4A-ED-EM-LED OR APPROVEDEQUAL.

PPL1-1

1,a1,a

1

1,b

11

2

2

2GFIWP

2

PPL1-2

M

ATS MDP

CLASS 320 UTILITYMETER/METER SOCKET

PPL1

T1

PUMP CONTROLPANEL "PCP"

ELECTRIC UNIT HEATER

EXHAUST FAN

J

MOTORIZEDDAMPER

SMS

J SMS

MOTORIZEDDAMPER

PPL1-7

7

7

1/2"C., 8#14 TO PCP

GENERATOR

AA

1,a1,a

J SMS

PPL1-12

SEWAGE GRINDERCONTROL PANEL1/2"C., 4#14 TO PCP

CP

GENERATORCONTROL PANEL

1/2"C., 2#14 TO GENERATORCONTROL PANEL

1/2"C., 2#14 TO GENERATORCONTROL PANEL

Sa

70

70

SUBMERSIBLEPUMP NO.1

SUBMERSIBLEPUMP NO.2

TO PANEL MDP INELECTRICAL BUILDING

LE-FG-100

LSH-FG-101

LSH-FG-102

LSH-FG-103

LSH-FG-104

J J

TO PUMP CONTROLPANEL IN ELECTRICAL

BUILDING

1"C., 1-2/C#16 TWISTED SHIELDEDPAIR (4-20mA SIGNAL)

1"C., 8#142"C., 3#2/0 & 1#4G

FM

FLOW METERGFIWP

5

SEWAGE GRINDER

JJ

1"C., 2#12 & 1#12G TO PANELPPL1-9 FOR OUTLET

J

1"C., 1-2/C#16 TWISTED SHIELDEDPAIR (4-20mA SIGNAL) TO PUMPCONTROL PANEL

1"C., 2#12 & 1#12G TOPANEL PPL1-11 FOR FLOWMETER POWER

NEMA 8 EXPLOSION PROOFJUNCTION BOX MOUNTED ONUNI-STRUT(TYPICAL FOR 2)

J

1"C., 2#12 & 1#12G TOPANEL PPL1-13 FOR DROPLIGHT RECEPTACLE

NEMA 8 EXPLOSION PROOFDISCONNECT MOUNTED ONUNI-STRUT (TYPICAL FOR 3)

PROVIDE EXPLOSION PROOFCONDUIT SEAL ON ALL CONDUITSLEAVING THE WET WELL

VENDOR FURNISHED CABLE

TO PUMP CONTROLPANEL IN ELECTRICAL

BUILDING

VENDOR FURNISHED CABLE

TO PANEL MDP INELECTRICAL BUILDING

1"C., 3#12 & 1#12GWPWP

J

1"C., 2#14 TO PUMPCONTROL PANEL FOR DRYWELL FLOOD ALARM

DRAWING NOTES:

1. REFER TO DRAWING E-1 FOR LEGEND, GENERAL NOTES AND ABBREVIATIONS.

2. WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTING OR SPECIAL CONDITIONS.

3. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS AND PANELS INDICATED WITHCIRCUIT NUMBERS AND PANEL DESIGNATIONS.

4. ALTHOUGH BRANCH CIRCUIT WIRING AND CONDUIT IS NOT SHOWN, IT IS THE INTENT OF THESEDOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEM BE INSTALLED.

5. MINIMUM WIRE SIZE SHALL BE NO. 12 AWG FOR POWER AND LIGHTING CIRCUITS AND NO. 14 AWGFOR CONTROL WIRING. 120V BRANCH CIRCUITS OF MORE THAN 100 FEET AND 277V CIRCUITS OFMORE THAN 150 FEET FROM CENTER OF LOAD TO PANEL SHALL BE #10 AWG.

6. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER MINIMUM #12 AWGSIZE, THWN/THHN INSULATION, 600 VOLTS RATED, UNLESS OTHERWISE NOTED.

7. ALL WIRING TO WET WELLS SHALL CONFORM TO THE NEC REQUIREMENTS FOR A CLASS 1, DIV. 1,GROUP D SPACE AND SHALL INCLUDE CONDUIT SEALS AT THE POINT OF ORIGIN AND JUST PRIORTO ENTERING THE WET WELL.

ELECTRICAL ONE-LINE DIAGRAMNOT TO SCALE

POLETRIP A POLEC TRIP

RATING:

DESIGNATION:

BREAKER BREAKERPHASE

REMARKS:

23 20 20 2421 20 2219 20 2017 20 20 1815 20 20 1613 20 20 1411 20 20 129 30 20 107 - 85 30 63 20 41 20 2

PANELBOARD SCHEDULE

MAIN:

SERVICE:

MOUNTING:

S.C. RATING:

LOCATION:

B

202020

20

2020

PPL1

BUILDING

100 AMPS

MLO

10,000A RMS SYSTEM

120/208V, 3Ø, 4W

SURFACE

LOADDESIGNATION

LOADDESIGNATION

CKT.NO.

CKT.NO.

LIGHTING GENERAL RECEPTACLESSPARE SPARE

DRY WELL RECEPTACLE GENERATOR BATTERY CHARGERDRY WELL FLOW METER EXHAUST FANDRY WELL DROP DOWN LIGHT SPARESPARE SPARESPARE SPARESPARE SPARESPARE SPARESPARE SPARE

GENERATOR JACKET WATER HEATERMOTORIZED DAMPERS

GENERATOR CONTROL PANEL

-

ELECTRICAL BUILDING PLANSCALE: 1/2" = 1'-0"

ELECTRICAL PUMP STATION PLANSCALE: 1/2" = 1'-0"

NEW DIESEL FUELED STANDBYGENERATOR RATED 200KW,480/277V, 3PH, 4W

400AF250AT

HIGH VOLTAGE SERVICE TO THETRANSFORMER SHALL BEPROVIDED BY EVERSOURCE

J

TVSS

3/4"C - 3#10 & 1#10G

BATTERY CHARGER/BATTERYHEATER

100AF30AT

CLASS 320 UTILITYMETER/METER SOCKET

400AF300AF

PPL1-10

300A, 480/277V, 3-POLEAUTOMATIC TRANSFERSWITCH "ATS". SERVICEENTRANCE RATED

J

PPL1-6,8(30A-2P)

JACKET WATER HEATER

CP

1"C., 2#10 &1#10GND 1"C., 2#12 & 1#12GND

PPL1-5

1"C., 2#12 & 1#12GND

70

STARTER

PUMPP1

2"C., 3#2/0 & 1#4G

PPL1PANEL

TRANSFORMER "T1"(WALL MOUNTED)15KVA, 480-208/120V,3ɸ, 4W

3/4"C., 3#10 & 1#10G

3/4"C-1#10G

1"C., 4#6 & 1#10G

100AF30AT

SPARE SPARE SPARE

100AF30AT

100AF20AT

100AF20AT

MAIN DISTRIBUTION PANEL"MDP" 800A BUS RATING, 277/480V, 3ɸ, 4WAIC: 22,000 (SERVICE ENTRANCE RATED)

3"C., 4-250KCMIL & 1#4G3"C., 4-350KCMIL & 1#4G

3"C., 4-250KCMIL & 1#4G

400AF225AT

300AF300AT

70

STARTER

PUMPP2

400AF225AT

PAD MOUNTEDTRANSFORMER BYUTILITY

WET WELLDRY WELL

PUMP CONTROLPANEL

100AF20AT

5

SEWAGEGRINDER

1"C., 3#12& 1#12G

30AF20AT

CP

SEWAGE GRINDERCONTROL PANEL

1"C., 3#12& 1#12G

1"C., 3#12& 1#12G

5KW

ELECTRICUNIT

HEATER

30AF20AT

1"C., 3#12& 1#12G

100AF20AT

400AF300AT

WET WELL

3"C., 4-350KCMIL & 1#4G

3"C., 4-350KCMIL & 1#4G

E-3

3"C., 4-350KCMIL& 1#4G

JULY

27,

201

8

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E4423-288
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CORNELL
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JOB NO.
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DSN.BY
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CHK.BY
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APP.BY
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D
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Description
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
AutoCAD SHX Text
www.westonandsampson.com
AutoCAD SHX Text
(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
AutoCAD SHX Text
2
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G
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M
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CONTROLS
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N
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N
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0
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SCALE: 1/2"=1'-0"
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2
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4
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6
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0
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SCALE: 1/2"=1'-0"
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JENSEN'S PUMP STATION
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ELECTRICAL PLANS
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DNM
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AS NOTED
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RFM
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RFM
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DNM
Page 20: TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION … · town of mansfield, connecticut water pollution control authority 4 south eagleville road, mansfield, ct 06268 four corners sanitary

Sa

A

1,a

A

1,a

A

1,a

EBU

1

EBU

1

1,b

ENCLOSED AND GASKETED 1X4LED LIGHTFIXTURE. COOPER LIGHTING CATALOG#VTLED2.0-55-DR-UNV-L835-WL-TEH.(TYPICAL FOR ALL TYPE "A" FIXTURES)

WALL MOUNTED LED EMERGENCYBATTERY UNIT PACK WITH DOUBLEREMOTE HEADS. MANUFACTURED BYCOOPER LIGHTING CATALOG#RL2-LED-2-WH OR APPROVED EQUAL(TYPICAL FOR ALL TYPE "EB1" FIXTURES)

1313 LUMEN, 3500K LED WALL MOUNTEDEXTERIOR LIGHTING. MANUFACTURED BYCOOPER LIGHTING CATALOG#LDWP-FC-4A-ED-EM-LED OR APPROVEDEQUAL.

M

ATS

PPH1

CLASS 320 UTILITYMETER/METER SOCKET

PPL1

T1

PUMP CONTROLPANEL

TRAPEZE MOUNTABOVE PANEL PPL1

2

2

2

2WP

GFI

PPL1-2

EXHAUST FAN

ELECTRIC UNIT HEATER1

WALL MOUNTED LED EXIT SIGN.MANUFACTURED BY COOPER LIGHTINGCATALOG #RL-EM-R-WW OR APPROVEDEQUAL.

Sb

J

MOTORIZEDDAMPER

SMS7

J SMS

MOTORIZEDDAMPER

PPL1-7

7

GENERATOR

JSMS

PPL1-12

1/2"C., 2#14 TO GENERATORCONTROL PANEL

CP

GENERATORCONTROL PANEL

1/2"C., 2#14 TO GENERATORCONTROL PANEL

10

10

SUBMERSIBLEPUMP NO.1

SUBMERSIBLEPUMP NO.2

TO PANEL MDP INELECTRICAL BUILDING

JJ

TO PUMP CONTROLPANEL IN ELECTRICAL

BUILDING

1"C., 1-2/C#16 TWISTEDSHIELDED PAIR (4-20mA SIGNAL)1"C., 8#14

1"C., 3#10& 1#10G

NEMA 8 EXPLOSION PROOF JUNCTIONBOX PROVIDE EXPLOSION PROOFCONDUIT SEAL ON ALL CONDUITSLEAVING THE WET WELL(TYPICAL FOR 2)

NEMA 8 EXPLOSION PROOFDISCONNECT (TYPICAL FOR 2)

FLOAT SWITCHES

VENDOR FURNISHED CABLE

1"C., 2#12 & 1#12G TO PANELPPL1-9 FOR OUTLETJ

1"C., 2#14 TO PUMP CONTROLPANEL FOR DRY WELL FLOODALARM

J

1"C., 2#12 & 1#12G TOPANEL PPL1-13 FOR DROPLIGHT RECEPTACLE

GFIWP

LEVELTRANSDUCER

WP WP

J

ELECTRICAL BUIDLING PLANSCALE: 1/2" = 1'-0"

PUMP STATION ELECTRICAL PLANSCALE: 1/2" = 1'-0"

DRAWING NOTES:

1. REFER TO DRAWING E-1 FOR LEGEND, GENERAL NOTES AND ABBREVIATIONS.

2. WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTING OR SPECIAL CONDITIONS.

3. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS AND PANELS INDICATED WITHCIRCUIT NUMBERS AND PANEL DESIGNATIONS.

4. ALTHOUGH BRANCH CIRCUIT WIRING AND CONDUIT IS NOT SHOWN, IT IS THE INTENT OF THESEDOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEM BE INSTALLED.

5. MINIMUM WIRE SIZE SHALL BE NO. 12 AWG FOR POWER AND LIGHTING CIRCUITS AND NO. 14 AWGFOR CONTROL WIRING. 120V BRANCH CIRCUITS OF MORE THAN 100 FEET AND 277V CIRCUITS OFMORE THAN 150 FEET FROM CENTER OF LOAD TO PANEL SHALL BE #10 AWG.

6. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER MINIMUM #12 AWGSIZE, THWN/THHN INSULATION, 600 VOLTS RATED, UNLESS OTHERWISE NOTED.

7. ALL WIRING TO WET WELLS SHALL CONFORM TO THE NEC REQUIREMENTS FOR A CLASS 1, DIV. 1,GROUP D SPACE AND SHALL INCLUDE CONDUIT SEALS AT THE POINT OF ORIGIN AND JUST PRIORTO ENTERING THE WET WELL.

ELECTRICAL ONE-LINE DIAGRAMNOT TO SCALE

POLETRIP A POLEC TRIP

RATING:

DESIGNATION:

BREAKER BREAKERPHASE

REMARKS:

23 20 20 2421 20 2219 20 2017 20 20 1815 20 20 1613 20 20 1411 20 20 129 30 20 107 - 85 30 63 20 41 20 2

PANELBOARD SCHEDULE

MAIN:

SERVICE:

MOUNTING:

S.C. RATING:

LOCATION:

B

202020

20

2020

PPL1

BUILDING

100 AMPS

MLO

10,000A RMS SYSTEM

120/208V, 3Ø, 4W

SURFACE

LOADDESIGNATION

LOADDESIGNATION

CKT.NO.

CKT.NO.

LIGHTING GENERAL RECEPTACLESVALVE VAULT FLOW METER VALVE VAULT DROP DOWN LIGHT

BYPASS VAULT RECEPTACLE GENERATOR BATTERY CHARGERBYPASS VAULT FLOW METER EXHAUST FANBYPASS VAULT DROP DOWN LIGHT SPARESPARE SPARESPARE SPARESPARE SPARESPARE SPARESPARE SPARE

GENERATOR JACKET WATER HEATERMOTORIZED DAMPERS

GENERATOR CONTROL PANEL

-

NEW DIESEL FUELED STANDBYGENERATOR RATED 75KW,480/277V, 3PH, 4W

100AF100ATANN

HIGH VOLTAGE SERVICE TO THETRANSFORMER SHALL BEPROVIDED BY EVERSOURCE

J

TVSS

3/4"C - 3#10 & 1#10G

BATTERY CHARGER/BATTERYHEATER

100AF30AT

CLASS 320 UTILITYMETER/METER SOCKET

200AF100AF

PPL1-10

100A, 480/277V, 3-POLEAUTOMATIC TRANSFERSWITCH "ATS". SERVICEENTRANCE RATED

J

PPL1-6,8(30A-2P)

JACKET WATER HEATER

CP

1"C., CONTROL WIRING

1"C., 2#10 &1#10GND 1"C., 2#12 & 1#12GND

PPL1-5

1"C., 2#12 & 1#12GND

10

STARTER

PUMPP1

1"C., 3#10 & 1#10G

PPL1PANEL

TRANSFORMER "T1"(WALL MOUNTED)15KVA, 480-208/120V,3ɸ, 4W

3/4"C., 3#10 & 1#10G

3/4"C-1#10G

1"C., 4#6 & 1#10G

100AF30AT

SPARE SPARE SPARE

100AF30AT

100AF20AT

100AF20AT

MAIN POWER PANEL"PPH1" 100A, 277/480V, 3ɸ, 4WAIC: 22,000

1-1/4"C., 4#3 & 1#8G

30AF30AT

100AF50AT

10

STARTER

PUMPP2

30AF30AT

PAD MOUNTEDTRANSFORMER BYUTILITY

1"C., 3#6& 1#8G

1-1/4"C., 4#3 & 1#8G1-1/4"C., 4#3 & 1#8G

1-1/4"C., 4#3 & 1#8G

PUMP CONTROLPANEL

1"C., 3#12& 1#12G

5KW

ELECTRICUNIT

HEATER

30AF20AT

1"C., 3#12& 1#12G

100AF30AT

WET WELL

100AF100AT

E-4

JULY

27,

201

8

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FILE NO.
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CADD NO.
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CONTRACT:
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CHK.BY
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D
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Date
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No.
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Dr.By
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Ck.By
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App.By
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Description
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REGISTERED PROFESSIONAL ENGINEER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
273 Dividend Road, Rocky Hill, CT 06067
AutoCAD SHX Text
www.westonandsampson.com
AutoCAD SHX Text
(860) 513-1473
AutoCAD SHX Text
(800) SAMPSON
AutoCAD SHX Text
24
AutoCAD SHX Text
FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
AutoCAD SHX Text
TOWN OF MANSFIELD, CONNECTICUT
AutoCAD SHX Text
WATER POLLUTION CONTROL AUTHORITY
AutoCAD SHX Text
2
AutoCAD SHX Text
G
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M
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CONTROLS
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N
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N
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0
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SCALE: 1/2"=1'-0"
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2
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4
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6
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6
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WILLARDS PUMP STATION
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ELECTRICAL PLANS
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DNM
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AS NOTED
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RFM
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RFM
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DNM
Page 21: TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION … · town of mansfield, connecticut water pollution control authority 4 south eagleville road, mansfield, ct 06268 four corners sanitary

CONDUIT

GROUT SLEEVE IN ANEAT AND WORKMANLIKEMANNER WITH SMOOTHSURFACES

WATERTIGHT SEAL ASSPECIFIED

BRICK OR CMU WALL

OPENING IN BRICK ORCMU SHALL HAVE EDGESAS SMOOTH AND STRAIGHTAS POSSIBLE

DIAMETER AS REQUIRED BYSEAL MANUFACTURER

PVC SLEEVE WITH WATERSTOP,

PACK AND SEALCONDUIT

CONCRETE WALL

PACK AND SEAL OPENING

PVC SLEEVE, DIAMETERAS REQUIRED BY SEALMANUFACTURER

WATERTIGHTMECHANICALSEAL AS SPECIFIED

NOT TO SCALEWATERTIGHT CONDUIT PENETRATIONS

NOT TO SCALE

#2 BARE COPPER

WELDEXOTHERMIC

#4 BARE COPPER

CONCRETE FOUNDATION

20' MINIMUM

WITHIN 2"

NEUTRAL BUS

SERVICE GROUNDING DETAIL

3/4"x10' COPPER CLADGROUND ROD

GROUNDING ELECTRODECONDUCTOR SIZED INACCORDANCE WITH NECARTICLE 250-66

GROUNDCLAMP(TYP.)

COPPER WATERSERVICE PIPE

EQUIPMENT GROUNDBUS

SERVICE ENTRANCECONDUCTORS SEEONE LINE DIAGRAMFOR SIZE

MAIN OVERCURRENT DEVICE SEEONE LINE DIAGRAM FOR SIZE ONTHIS DRAWING

MAIN BONDING JUMPERSIZED IN ACCORDANCEWITH NEC ARTICLE250-66

SERVICEEQUIPMENT

NOTE: THE GROUNDINGELECTRODE SYSTEM SHALLCOMPLY WITH ARTICLE 250OF THE N.E.C.

30"

6"

1'-4"

8" 8"

C TRENCH& CONDUIT

L

PLASTIC CAUTION TAPE

FINISH GRADE

COMPACTED SUITABLEBACKFILL

COMPACTEDSUBGRADE ORSUITABLE BACKFILL

SCHEDULE 80 PVCCONDUIT, SIZED ASNOTED ON THE PLANUSE 1 1/2" CRUSHED

STONE BEDDING IFWATER ISENCOUNTERED

12"

NOT TO SCALETYPICAL DIRECT BURIED CONDUIT DETAIL

EXISTING PRIMARY RISER POLE

G

G

G

G

G

1'-0"

24" MIN.

48" RADIUS x 90° GALVANIZEDSTEEL SWEEP. SPARE SWEEP MUSTHAVE A THREADED CAP ANDGROUND BUSHING JUST ABOVEGRADE. (4) 5" CONDUITS

PVC TO STEEL CONDUIT ADAPTER3/4" DIA. x 10'-0" COPPER CLADGROUND ROD

BOND TO GROUND

SPARE (1) 4" CONDUIT (CAPPED)

1" PVC CONDUIT 10'-0" MINIMUMABOVE GRADE

CONCRETE DUCTBANK TO NEW MANHOLES

RGS SERVICE CONDUIT, TERMINATE 10'-0" ABOVE FINISHGRADE MIN.

RGS CONDUIT CLIP 4'-0" O.C. MIN.

10'-0" ABOVEFIN. GRADE

No. 4 AWG BARE COPPERWIRE

INSULATED GROUND BUSHING

BOND TO GROUND

4 FT O.C.

CONDUIT (TYP)

#5 @ 6" T&B

PLASTIC CONDUIT SPACERS

#5 @ 18" OC T&B

(TYP) REINFORCEMENT

30" M

IN.

12"

CRUSHED STONE BASE3/4" SCREENED GRAVEL OR

CONCRETE DUCT ENCASEMENT

3" COVER ALL AROUND

7.5" SPACING

6"

FULL LENGTH OF DUCT BANKPOLYETHYLENE WARNING TAPE

COMMON FILL

OF SURFACESUB BASE

FINISHED GRADE

7.5" 12"

C C

C

NOT TO SCALETYPICAL CONCRETE ENCASED DUCTBANK DETAIL

NOT TO SCALETYPICAL RISER POLE DETAIL

C

GRADE

CONDUIT GRAVEL

SAND

SECTION A-A

2"

10"

12"

36"

1" 5"

PADMOUNT - FOUNDATION

4

42

REINFORCING

GROUND ROD

GROUND GRID

CONCRETE SLAB

GROUND ROD

A

12"

15"

8"

6'-3"

12"

EXTRA 3' OF SLACK GROUND CABLE

TWO ACTIVES ONE SPARE

PLAN VIEW

12"

SECONDARY

12"

A

EXTRA 3' OF SLACK GROUND CABLE

PRIMARYACTIVE

SPARE

5'-4"

12"

5

5

3

1. SCOPE - THIS STANDARD COVERS SPECIFICATIONS FOR THECONSTRUCTION OF PADMOUNT TRANSFORMER FOUNDATIONS ANDGROUNDING.

2. CONDUIT - INSTALL AS SHOWN BEFORE SLAB IS POURED. USE 36" RADIUSBENDS, WITH COUPLINGS, NIPPLES AND BUSHINGS AS REQUIRED.(MATERIAL MAY BE GALVANIZED STEEL, BLACK IRON, OR TYPE II FIBER ORPLASTIC.) TERMINATIONS OF CONDUITS SHALL BE LOCATED EXACTLY ASSHOWN, SOLID OR DOTTED, DEPENDING UPON NUMBER OF DUCTS.

THE NIPPLE AND BUSHING SHOULD BE INSTALLED AFTER THETRANSFORMER IS PLACED AND BEFORE THE CABLES ARE PULLED.

3. GROUND GRID - INSTALL #1/0 S.D. 7 STRAND BARE COPPER WIRE LOOP1'-0" BELOW GRADE. BOND TO ALL EXPOSED METALLIC CONDUIT ANDLEAVE 3'-0" OF WIRE ABOVE PAD FOR GROUNDING TRANSFORMER ATTWO OPPOSITE POINTS IN THE CABLE CONDUIT OPENINGS.

PHOS-COPPER BRAZE CONNECTIONS, CADWELD, OR USE TWOAPPROVED CONNECTORS PER JOINT. INSTALL TWO 8 FT. GALVANIZEDSTEEL (3'4") GROUND RODS WHERE SHOWN. LEAVE GRID EXPOSED UNTILINSPECTED BY THE UTILITY COMPANY.

4. GRAVEL & SAND - SHALL BE PLACED AS SHOWN IN FIGS. 1 AND 2; THEGRAVEL BEING COMPACTED AND THE SAND THOROUGHLY WETTED JUSTBEFORE PLACING THE CONCRETE.

5. CONCRETE SLAB - INSTALL 2000 LB. CONCRETE IN ACCORDANCE WITHUTILITY COMPANY REQUIREMENTS. REINFORCE WITH 1/2" RODS LOCATEDAS SHOWN AND IN THE MIDDLE OF THE SLAB.

6. DETAILS HAVE BEEN PROVIDED ON THIS DRAWING TO ASSIST THEELECTRICAL CONTRACTOR WITH PRICING AND ESTABLISHMENT OFDIVISIONS OF RESPONSIBILITY. THE ELECTRICAL CONTRACTOR SHALLMEET WITH THE UTILITY AND OBTAIN A COMPLETE SET OF MATERIAL ANDCONSTRUCTION STANDARDS PRIOR TO ORDERING ANY EQUIPMENT ORBEGINNING ANY WORK. THE ELECTRICAL CONTRACTOR SHALL INCLUDE INHIS BID, ALL MISCELANEOUS EQUIPMENT REQUIRED FOR A COMPLETEAND OPERATIONAL SYSTEM.

NOT TO SCALETYPICAL PAD MOUNTED TRANSFORMER DETAIL

SEALS MAY BE INEITHER POSITION

SHOWN

NON-HAZARDOUS

CONDUIT

MFR'S INSTRUCTIONSIN ACCORDANCE WITHIN HAZARDOUS AREASSUITABLE FOR USESEALING COMPOUNDFILL CHAMBER WITH

CONDUIT

CONDULET

COVERSEALING

WALL SEAL

HAZARDOUS

EXPLOSIONPROOF

CONDUITSEAL

NOT TO SCALEEXPLOSION PROOF CONDUIT SEAL

E-5

JULY

27,

201

8

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24"
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%%UACCESS
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8"
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15"
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%%UFRONT
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LOCATION OF SEALS
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CONDUIT SEALOFF FITTING
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SHEET
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FILE NO.
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OF
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CADD NO.
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SCALE:
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DR.BY
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CONTRACT:
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JOB NO.
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DSN.BY
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CHK.BY
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APP.BY
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D
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E
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V
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O
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R
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P
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P
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A
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Date
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No.
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Dr.By
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Ck.By
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App.By
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Description
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REGISTERED PROFESSIONAL ENGINEER
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DATE
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273 Dividend Road, Rocky Hill, CT 06067
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www.westonandsampson.com
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(860) 513-1473
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(800) SAMPSON
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24
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FOUR CORNERS SANITARY SEWER PROJECT - CONTRACT NO. 2
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TOWN OF MANSFIELD, CONNECTICUT
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WATER POLLUTION CONTROL AUTHORITY
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2
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21
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ELECTRICAL DETAILS
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DNM
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AS NOTED
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RFM
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RFM
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DNM
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NOTESTAG

FAN

TYPE

SERVICE CFM

FAN

E.S.P.

(IN WC)

WHEEL

DIA (IN)

TYPE DRIVE

FAN

RPM

ELECTRICAL DATA

MOTOR

RPM

BHP HP V PH HZ

VFD

MANUFACTURER

(BASIS OF DESIGN)

NOTES:

1. PROVIDE FAN WITH INTEGRAL THERMOSTAT.

2. SEE SPECIFICATIONS FOR EQUAL MANUFACTURERS.

EF-1 PROP.AS SHOWN 500 .5 - - DIRECT 1550 1550 - .18 1/8 115 1 60 GREENHECK

MODEL

NUMBER

SE1-12-432-D

LOCATION

AS SHOWN

ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

BDD BACK DRAFT DAMPER

CFM CUBIC FEET PER MINUTE

EXH EXHAUST

EAT ENTERING AIR TEMPERATURE

EWT ENTERING WATER TEMPERATURE

FLA FULL LOAD AMPS

FPM FEET PER MINUTE

HP HORSEPOWER

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

LAT LEAVING WATER TEMPERATURE

LWT LEAVING WATER TEMPERATURE

MAX MAXIMUM

MBH THOUSAND BTU PER HOUR

MD MOTORIZED DAMPER

MIN MINIMUM

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

RPM REVOLUTIONS PER MINUTE

SP STATIC PRESSURE (INCHES OF WATER)

TAD TRANSFER AIR DUCT

WC WATER COLUMN

WMS WIRE MESH SCREEN

X EXISTING TO BE REMOVED

XTR EXISTING TO REMAIN

XR EXISTING TO BE RELOCATED

XRN RELOCATED EQUIPMENT IN NEW LOCATION

NON-MOTORIZED EQUIPMENT (ET, AS, ETC)

LOWER - EQUIPMENT NUMBER

UPPER - EQUIPMENT DESIGNATION

CONNECT NEW TO EXISTING

LIMIT OF REMOVAL

MOTORIZED EQUIPMENT (EF, AHU, ETC)

LOWER - EQUIPMENT NUMBER

UPPER - EQUIPMENT DESIGNATION

LEGEND

EXISTING TO BE REMOVED

T

THERMOSTAT

S

SWITCH

CONTROL WIRING

DIRECTION OF PITCH

DIRECTION OF FLOW

HOT WATER SUPPLY

HOT WATER RETURN

PIPING SYSTEMS

GATE VALVE

BALL VALVE

DRAIN/HOSE BIBB

RELIEF/SAFETY VALVE

ELBOW-TURNED DOWN

TEE-TURNED DOWN

ELBOW-TURNED UP

BLIND FLANGE

UNION

PIPE CAP

THERMOMETER

GAUGES

CHECK VALVE

PIPING SYMBOLS

1. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL CONTRACT DOCUMENTS FOR ALL TRADES AND COORDINATE WITH OTHER CONTRACTORS.

2. THE DRAWINGS ARE DIAGRAMMATIC ONLY; FINAL ROUTING OF DUCTWORK, PIPING AND EQUIPMENT LOCATIONS SHALL BE DETERMINED IN THE FIELD. PROVIDE

ALL ADDITIONAL OFFSETS, ELBOWS, ETC., AT NO ADDITIONAL COST TO THE OWNER.

3. CONSTRUCT AND INSTALL ALL DUCTWORK IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA STANDARDS.

4. MINIMUM SIZE OF HOT WATER SUPPLY, HOT WATER RETURN AND CONDENSATE DRAIN PIPING SHALL BE 3/4" UNLESS OTHERWISE NOTED.

5. COORDINATE ALL ELECTRICAL AND PLUMBING REQUIREMENTS WITH THE ELECTRICAL AND PLUMBING CONTRACTORS.

6. PROVIDE ALL INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE HVAC WORK COMPLETE AND READY FOR OPERATION.

7. PROVIDE (FURNISH AND INSTALL) ALL HVAC WORK SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES.

8. INSTALL ALL HVAC EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

9. DEMOLITION WORK SHALL BE DONE BY THE HVAC CONTRACTOR. THE CONTRACTOR SHALL COORDINATE ALL WORK CONCERNING EXISTING EQUIPMENT AND

SYSTEMS REMAINING IN THE BUILDING.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE INTEGRITY, CONDITION AND LOCATION OF EXISTING PIPING WHICH IS TO BE REUSED. IF PIPING

CANNOT BE REUSED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER TO DETERMINE THE EXTENT OF REPLACEMENT.

11. PROVIDE ISOLATION VALVES IN SUPPLY AND RETURN PIPING SERVING MORE THAN ONE PIECE OF EQUIPMENT.

12. PROVIDE SHUTOFF VALVES IN THE SUPPLY AND RETURN PIPING TO ALL EQUIPMENT TO ALLOW FOR SERVICING. UNIONS OR FLANGES SHALL BE ARRANGED

SUCH THAT EQUIPMENT CAN BE SERVICED WITHOUT CUTTING AND MINIMAL DISRUPTION OF PIPING SERVING THE EQUIPMENT.

13. INFORM AND COORDINATE WITH THE OWNER ALL NECESSARY INTERRUPTIONS TO EXISTING BUILDING SYSTEMS AND SERVICE THAT MAY AFFECT THE NORMAL

OPERATION OF OCCUPIED PORTIONS OF THE BUILDING. THE OWNER SHALL BE INFORMED OF ANY INTERRUPTIONS AT LEAST TWO (2) WEEKS IN ADVANCE.

14. INFORM THE OWNER WELL IN ADVANCE OF ANY WORK TO BE UNDERTAKEN IN OCCUPIED AREAS OF THE BUILDING ASSOCIATED WITH THIS PROJECT. CONFORM

TO THE OWNER'S CRITERIA FOR WORK HOURS, ENVIRONMENTAL ISOLATION, AND NOISE LIMITS IN THE PORTIONS OF THE BUILDING WHICH REMAIN OCCUPIED

DURING CONSTRUCTION.

15. MINIMAL CONTROL POWER HAS BEEN IDENTIFIED ON THE DRAWINGS. IF ANY ADDITIONAL POWER IS REQUIRED BASED ON SYSTEMS DESIGN BY THE CONTROLS

CONTRACTOR THE ATC/BAS CONTRACTOR SHALL BE RESPONSIBLE TO SUPPLY THAT POWER

GENERAL NOTES

SMOKE DETECTOR

SD

COMBINATION FIRE/SMOKE DAMPER

FSD

EF-2 PROP.AS SHOWN 200 .25 - - DIRECT 1669 1669 - .04 1/10 115 1 60 GREENHECK SE1-8-440-VGAS SHOWN

1

1

LOUVER DETAIL

INSULATE ALL EXPOSED PARTS W/ 2"

RIGID BOARD INSULATION (ALSO

INSULATE UNUSED LOUVER AREA)

1/2" BIRDSCREEN

ACCESS DOOR HALF HEIGHT OF DUCT,

12" X 12" MIN (UNLESS SHOWN

OTHERWISE ON PLANS)

DN

STORM PROOF

LOUVER

CAULK ALL

AROUND

SEAL AND CAULK

ALL AROUND

"D"

SEE NOTE 1

NOTES:

1. WHEN "D" IS OVER 24" PROVIDE

3

4

"

DRAIN WITH TRAP

ELECTRIC UNIT HEATER SCHEDULE

TAG

ELECTRICAL DATA

FAN HP A V PH HZ

LOCATION &

SERVICE

NO. OF

STAGES

EAT

(°F)

LAT

(°F)

CONTROL OPTIONS

REMOTE/INTEGRAL THERMOSTAT

TYPE

CAPACITY

kW MBH

CFM

EUH-1 SEE PLANS HORIZONTAL 15 51 TWO STAGE 910 0 52 1/20 72 208 1 60 INTEGRAL

MANUFACTURER

(BASIS OF DESIGN)

MODEL

NUMBER

NOTES

QMARK MUH-15-8 X

TAG SIZECFM NOTES

LOUVER

NOTES:

1. LOUVERS SHALL BE HURRICAN RATED MINIMUM 50% FREE AREA.

2. LOUVERS SHALL BE EXTRUDED ALUMINUM

3. PROVIDE NORMALLY CLOSED, SPRING RETURN, INSULATED, VERY LOW

LEAKAGE, EXTRUDED ALUMINUM, MOTORIZED DAMPER.

L-1 122"x80"13,695 1,2,3

MAX PD W/

DAMPER

0.2

L-2 60"x60"13,137 1,2,3

0.4

L-3 20"x20"500

1,2

0.3

L-4 80"x70"8,185 1,2,3

0.2

L-5 60"x40"7,910 1,2,3

0.4

L-6 12"x12"2001,2

0.3

EUH-2 SEE PLANS HORIZONTAL 5 17 TWO STAGE 350 0 45 1/100 24 208 1 60 INTEGRALQMARK MUH05-81 X

NOTES:

1. SEE SPECIFICATIONS FOR EQUAL MANUFACTURERS.

7.2

7.2

01

8

Page 23: TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION … · town of mansfield, connecticut water pollution control authority 4 south eagleville road, mansfield, ct 06268 four corners sanitary

L-2 60"x60" EXHAUST LOUVER

WITH MOTORIZED DAMPER

MD

MD

MD BD

L-1 122"x80" INTAKE LOUVER

WITH MOTORIZED DAMPER

L-3 20"x20" INTAKE LOUVER

WITH BACKDRAFT DAMPER

30"x45" DAMPER

CONTROL NOTES:

ON A START OF THE GENERATOR, THE GENERATOR

CONTROL PANEL SHALL SEND A 24V SIGNAL TO THE

GENERATOR SPACE THERMOSTAT. GENERATOR SPACE

THERMOSTAT SHALL OPEN L-1. IF THE GENERATOR

SPACE THERMOSTAT SET POINT (60° ADJ) IS EXCEEDED,

L-2 SHALL BE OPEN AND MD-1 SHALL BE CLOSED. IF THE

GENERATOR SPACE THERMOSTAT IS BELOW SET POINT

MD-1 SHALL OPEN AND L-2 SHALL CLOSE. ON A LOSS OD

24V SIGNAL OR POWER L-1, L-2 AND MD-1 SHALL ALL

SPRING RETURN CLOSE.

T

G

T

EF

S

EF

7-2

7-2

01

8

HVAC BUILDING PLAN

SCALE: 1/2" = 1'-0"

Page 24: TOWN OF MANSFIELD, CONNECTICUT WATER POLLUTION … · town of mansfield, connecticut water pollution control authority 4 south eagleville road, mansfield, ct 06268 four corners sanitary

MD

L-5 60"x40" EXHAUST LOUVER

WITH MOTORIZED DAMPER

MDMD-2 30"x45" DAMPER

MD

BD

L-6 12"x12" INTAKE LOUVER

WITH MOTORIZED DAMPER

L-4 80"x70" INTAKE LOUVER

WITH MOTORIZED DAMPER

ON A START OF THE GENERATOR, THE

GENERATOR CONTROL PANEL SHALL SEND A 24V

SIGNAL TO THE GENERATOR SPACE THERMOSTAT.

GENERATOR SPACE THERMOSTAT SHALL OPEN

L-4. IF THE GENERATOR SPACE THERMOSTAT SET

POINT (60° ADJ) IS EXCEEDED, L-5 SHALL BE OPEN

AND MD-2 SHALL BE CLOSED. IF THE GENERATOR

SPACE THERMOSTAT IS BELOW SET POINT MD-2

SHALL OPEN AND L-5 SHALL CLOSE. ON A LOSS OD

24V SIGNAL OR POWER L-4, L-5 AND MD-2 SHALL

ALL SPRING RETURN CLOSE.

T

G

T

EF

S

EF

HVAC BUILDING PLAN

SCALE: 1/2" = 1'-0"

7-2

7-2

01

8