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General Notes

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Abbreviations Legend General Notes

Utility Notes

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NOT TO SCALE

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JLS

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- -

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10/7/2015

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27-135

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RECONFIGURATION

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DESCRIPTION

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SBS

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1

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1/8/18

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BY

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REV

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DATE

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BCM

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APP

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DWG. NO:

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DWG. TITLE:

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DESIGNED BY:

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PROJECT NO.:

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APPROVED BY:

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CHECKED BY:

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DATE:

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SCALE:

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DRAWN BY:

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APPLICANT:

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- -

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- -

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SBS

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2

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1/19/18

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BCM

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NO CHANGES

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REVIEW COMMENTS

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SBS

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3

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2/2/18

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BCM

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E

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E

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R

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F

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L

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L

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O

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M

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E

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T

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S

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Y

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S

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T

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V

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-

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-

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H

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N

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3

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3

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2

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7

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N

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O

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I

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T

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E

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E

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M

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L

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L

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A

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C

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-

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4

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4

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3

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-

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8

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8

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8

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-

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1

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-

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I

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R

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-

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A

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M

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M

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A

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D

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T

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I

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D

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SPOT GRADE

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100

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CONTOUR ELEVATION

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+

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55

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X 100.2

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EXISTING

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100.00

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PROPOSED

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x

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S

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LIGHT

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HYDRANT (HYD)

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GAS GATE (GG)

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CATCH BASIN (CB)

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UTILITY POLE (UP)

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DRAIN MANHOLE (DMH)

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SEWER MANHOLE (SMH)

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WATER GATE (WG)

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TOP & BOTTOM ELEVATION

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SPOT ELEVATION w/LEADER

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EXISTING TREE

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EP

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TP

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BOLLARD

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DUMPSTER PAD

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PARKING COUNT

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HANDICAP RAMP

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D

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10

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TEST PIT AND/OR

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PERC TEST LOCATION

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EDGE OF PAVEMENT (NO CURB)

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HANDICAP PARKING

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SIGN

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S

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27.21 TC

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27.15 BC

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x

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21.25

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EP

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TP

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D

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UTILITY POLE

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HAND HOLE

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PULL BOX

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GUY POLE

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PB

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HH

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TREE LINE

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STONE WALL

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T

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T

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x

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x

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TELEPHONE MANHOLE

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TRANSFORMER PAD

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CHAIN LINK FENCE

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RETAINING WALL

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HH

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PB

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x

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x

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T

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T

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x

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x

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VAN

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1. LOCUS OWNER:

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%%UASSESSOR'S MAP 124,LOTS 70-75 & LOT 26 (6.67 ACRES)

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VAN-ACCESSIBLE HANDICAP PARKING

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L

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L

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ABAN ACP ACR ADJ APPROX ASPH ACCMP B BD BLDG BIT CONC BM BS CAP CB C&C CB/DH CB/EPLP CCB CIP CIT C CLF CO CONC COND CMP CPP CS CSMH CULV D DCB DIP DMH E ECC ELEV EMH E/T/C EW EXIST FAB FES FND. FND F&C F&G G GD GG GIP GP GS GR GRAN. HH HOR HP HWL HYD INV I.P. I.R. L LP MAX MC MH MHB MIN MLP NIC NTS OHW PB PE P PROP PVC PVMT PWW RCP REM REMOD RET ROW RR R&R R&S S SB SB/DH SGC SMH STA SS STL SW T TCB TL TMH Tr TRANS TS TSV TYP UP VCP VERT VGC W WG

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ABANDONED ASBESTOS CEMENT PIPE ACCESSIBLE CURB RAMP ADJUST APPROXIMATE ASPHALT ASPHALT COATED CORRUGATED METAL PIPE BOLLARD BOUND BUILDING BITUMINOUS CONCRETE BENCHMARK BOTTOM OF SLOPE CORRUGATED ALUMINUM PIPE CATCH BASIN CUT AND CAPPED CONC. BOUND/DRILL HOLE CB/ESCUTCHEON CAPE COD BERM CAST IRON PIPE CHANGE IN TYPE CENTERLINE CHAIN LINK FENCE CLEAN OUT CONCRETE CONDUIT CORRUGATED METAL PIPE CORRUGATED POLYETHYLENE PIPE COMBINED SEWER COMBINED SEWER MANHOLE CULVERT DELTA ANGLE DRAIN DOUBLE CATCH BASIN DUCTILE IRON PIPE DRAIN MANHOLE ELECTRIC EXTRUDED CONCRETE CURB ELEVATION ELECTRIC MANHOLE ELECTRIC, TELEPHONE, & CABLE TV END WALL EXISTING FIRE ALARM BOX FLARED END SECTION FOUND FOUNDATION FRAME AND COVER FRAME AND GRATE GAS GROUND GAS GATE GALVANIZED IRON PIPE GUARD POST GAS SERVICE GUARD RAIL GRANITE HANDHOLE HORIZONTAL HIGH PRESSURE HEADWALL HYDRANT INVERT IRON PIN IRON ROD LEAD LIGHT POLE MAXIMUM METAL COVER MANHOLE MASS. HIGHWAY BOUND MINIMUM METAL LIGHT POLE NOT IN CONTRACT NOT TO SCALE OVERHEAD WIRE PULL BOX POLYETHYLENE PIPE PROPERTY LINE PROPOSED POLYVINYL CHLORIDE PIPE PAVEMENT PAVED WATER WAY REINFORCED CONCRETE PIPE REMOVE REMODEL RETAIN RIGHT OF WAY RAILROAD REMOVE AND RESET REMOVE AND STACK SEWER STONE BOUND STONE BOUND/DRILL HOLE SLOPED GRANITE CURB SEWER MANHOLE STATION SEWER SERVICE STEEL SIDEWALK TELEPHONE TRAFFIC CONTROL BOX TRAFFIC LIGHT TELEPHONE MANHOLE TREE TRANSFORMER TOP OF SLOPE TAPPING SLEEVE, VALVE AND BOX TYPICAL UTILITY POLE VITRIFIED CLAY PIPE VERTICAL VERTICAL GRANITE CURB WATER MAIN WATER GATE

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DOUBLE CATCH BASIN (DCB)

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WETLAND FLAG LOCATION

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WETLAND LINE

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A1

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A2

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A1

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D

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D

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21.25

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27.21TC

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27.15BC

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2.THE PROPERTY LINES, EXISTING SINGLE FAMILY HOMES AND SITE TOPOGRAPHIC INFORMATION SHOWN ON THIS THE PROPERTY LINES, EXISTING SINGLE FAMILY HOMES AND SITE TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN ARE BASED ON THOSE SHOWN ON THE PLAN ENTITLED "DEFINITIVE SUBDIVISION VIKING LAND AT WARD STREET IN HINGHAM, MA" DATED MARCH 20, 1995 BY RH COLE ASSOCIATES AND DAYLOR CONSULTING GROUP, INC. RECORDED IN PLAN BOOK 45, PAGE 803. 3.EXISTING CONDITIONS INFORMATION RELATING TO THE EXISTING VIKING LANE ROADWAY AND ASSOCIATED EXISTING CONDITIONS INFORMATION RELATING TO THE EXISTING VIKING LANE ROADWAY AND ASSOCIATED STORMWATER FACILITIES WERE FIELD LOCATED BY MCKENZIE ENGINEERING GROUP, INC. IN JUNE OF 2015. 4.THE PROPERTY SHOWN HEREON IS LOCATED IN THE ZONING DISTRICT RESIDENCE B. THE PROPERTY SHOWN HEREON IS LOCATED IN THE ZONING DISTRICT RESIDENCE B. 5.WETLAND FLAGS NUMBERED A1 - A31 WERE FLAGGED IN THE FIELD BY ENVIRONMENTAL CONSULTING & WETLAND FLAGS NUMBERED A1 - A31 WERE FLAGGED IN THE FIELD BY ENVIRONMENTAL CONSULTING & RESTORATION, LLC AND FIELD LOCATED BY MCKENZIE ENGINEERING GROUP, INC. IN JUNE OF 2015. 6.ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 7.THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE X OF THE FLOOD INSURANCE RATE MAP COMMUNITY THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE X OF THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 25023C0083J, WHICH BEARS AN EFFECTIVE DATE OF JULY 17, 2012. 8.THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A DEP ZONE 2 AND TOWN OF HINGHAM AQUIFER THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A DEP ZONE 2 AND TOWN OF HINGHAM AQUIFER PROTECTION DISTRICT ZONE. 9.THE PROPERTY SHOWN HEREON IS NOT LOCATED IN THE NATURAL HERITAGE & ENDANGERED SPECIES AS SHOWN THE PROPERTY SHOWN HEREON IS NOT LOCATED IN THE NATURAL HERITAGE & ENDANGERED SPECIES AS SHOWN ON THE NHESP ATLAS DATED 2014. 10.UTILITY INFORMATION FROM ABOVE GROUND OBSERVED EVIDENCE IN CONJUNCTION WITH DIG SAFE MARKINGS UTILITY INFORMATION FROM ABOVE GROUND OBSERVED EVIDENCE IN CONJUNCTION WITH DIG SAFE MARKINGS AND RECORD PLANS. THE LAND SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE LAND SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION AND CONSTRUCTION AS THE LAND SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. BEFORE CONSTRUCTION CALL DIG SAFE SYSTEMS, INC. AT 1-888-344-7233. 11.ANY CHANGE IN THE FIELD CONDITIONS SHOULD BE REPORTED TO THE ENGINEER TO INSURE THAT ANY ANY CHANGE IN THE FIELD CONDITIONS SHOULD BE REPORTED TO THE ENGINEER TO INSURE THAT ANY MODIFICATIONS TO THE ORIGINAL DESIGN ARE PROPER AND ADEQUATE TO SERVE THE PROJECT'S NEEDS, AND COMPLY WITH THE APPLICABLE STANDARDS AND REGULATIONS.

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LOT 124-26 N/F PAULA J. LANGLOIS BK 36484, PG 93 LOT 124-70 VIKING LANE, LLC BK 42466, PG 22 LOTS 124-(71-75) ) XERXES REALTY TRUST BK 11092, PG 50

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1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE WORK. 3.ALL WATER SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT AS NOTED OR DETAILED OTHERWISE. ALL WATER SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT AS NOTED OR DETAILED OTHERWISE. 4.ALL WATER MAIN INSTALLATION SHALL BE IN ACCORDANCE WITH THE AQUARION WATER COMPANY'S ALL WATER MAIN INSTALLATION SHALL BE IN ACCORDANCE WITH THE AQUARION WATER COMPANY'S REQUIREMENTS. ALL DOMESTIC WATER SERVICE CONNECTIONS SHALL CONSIST OF P.E. TUBING, STAINLESS STEEL INSERTS, AN APPROPRIATELY SIZED CORPORATION STOP, APPROVED SADDLE, CURB STOP, GATE AND BOX AND METALLIC INDICATOR TAPE. 5.THE CONTRACTOR SHALL PROVIDE INLET PROTECTION, SUCH AS SILT SACKS, AT ALL CATCH BASINS TO PREVENT THE CONTRACTOR SHALL PROVIDE INLET PROTECTION, SUCH AS SILT SACKS, AT ALL CATCH BASINS TO PREVENT SEDIMENT FROM ENTERING THE EXTENDED DETENTION WETLAND AREA. INLET PROTECTION WILL ALLOW THE STORM DRAIN INLETS TO BE USED BEFORE FINAL STABILIZATION.

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Norwell, MA 02061

Ph: 781-792-3900

Website: www.mckeng.com

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CB

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CB

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R=62.12

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CBN/DBL

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R=63.55

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CBN

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R=63.48

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CBN

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R=64.20

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CBN

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R=64.26

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CBN

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R=61.91

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DMH

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R=61.88

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DMH

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EHH

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I=59.14

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15" RCP

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I=58.05

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12" RCP

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I=58.12

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12" RCP

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LP

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LP

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TRAN

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WELL

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WFA27

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WFA28

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WFA29

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WFA31

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WG

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CCB

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CCB

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CCB

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CCB

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CCB

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CCB

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CCB

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SIDEWALK

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EP

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HEAD WALL

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HEAD WALL

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RET WALL

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VGC

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VGC THROATSTONE

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(TYP)

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OUTLET CONTROL STRUCTURE

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64.6

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58.0

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59.4

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60.5

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60.5

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60.5

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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W

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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# 18

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# 9

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# 90

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# 70

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# 56

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# 48

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# 42

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CESSPOOL

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CESSPOOL

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SEPTIC

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AREA

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SEPTIC

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AREA

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SEPTIC

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AREA

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SEPTIC

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AREA

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SEPTIC

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AREA

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# 64

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# 38

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APPROX.

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SEPTIC

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AREA

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SEPTIC

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AREA

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DRAINAGE EASEMENT

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DRAINAGE

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EASEMENT

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AREA

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PAVED

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CBN

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CB

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CB

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IP

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IP

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LEDGE

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LEDGE

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CBN

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RIM=58.74

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INV.=55.47

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INV.=54.69

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12" RCP

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CBN

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#7

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CBN

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WELL

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UP

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INV.=FULL OF DEBRIS

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UP

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15" RCP

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D

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INV.=50.26 (HEADWALL)

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INV.=50.26 (DMH)

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10" CMP

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D

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12" RCP

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# 12

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27/13

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INV.=50.35

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D

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24" RCP

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D

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12" RCP

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D

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24" INV.=50.79

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15" INV.=51.48

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15" RCP

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D

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RIM=58.18

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CBN

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27/14

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#17

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27/17

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# 16S

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INV.=51.56 (CBN IN)

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RIM=57.36

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DMH

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INV.=FULL OF DEBRIS

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RIM=55.75

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DMH

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INV.=51.89

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RIM=56.65

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CBN

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24" INV=50.57

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RETAINING WALL

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#10

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WG

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HYD

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HYD

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WG

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x

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x

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IP

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SEPTIC AREA

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3.38'

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3.02'

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INV=50.97

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R=54.92

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CBN

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20"MAPLE

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EMH

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LAMP

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LAMP

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UP

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UP

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UP/LP

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WELL

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CCB

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CCB

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CCB

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CCB

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EP

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EP

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EP

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EP

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RET WALL

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RET WALL

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RET WALL

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SIDEWALK

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CONCRETE PAD

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CONCRETE PATIO

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RET WALL

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24"OAK

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18"OAK

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INV=53.90

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R=53.60

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CBN

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INV=50.94 (10"IN)

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INV=49.92(12"IN)

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INV=50.76(10"OUT)

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R=54.43

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CBN

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86

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86

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80

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70

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60

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56

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PORCH

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FOUNDATION

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60

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62

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64

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58

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56

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56

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60

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60

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60

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60

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62

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64

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80

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70

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64

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66

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64

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66

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62

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64

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64

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66

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68

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66

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68

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68

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66

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70

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68

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64

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66

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68

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60

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62

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58

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58

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60

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58

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60

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62

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62

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64

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66

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68

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64

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66

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66

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60

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58

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62

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64

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56

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56

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58

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80

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70

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62

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64

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64

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64

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64

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66

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LOT 124-26

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LOT 124-70

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LOT 124-72

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LOT 124-71

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LOT 124-74

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LOT 124-75

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LOT 124-73

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TOTAL AREA 290,365 SF 6.67 ACRES

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EP

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EP

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RET WALL

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I=57.28

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R=60.73

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CBN

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I=56.26

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R=59.26

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CBN

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I(IN)=56.13

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I(OUT)=56.28

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R=59.68

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DMH/SEPARATOR

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I(IN)=56.56

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I(OUT)=56.53

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R=60.96

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DMH

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I(IN)=53.80

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I(OUT)=53.70

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R=57.50

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DMH

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I(OUT)=53.19

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R=57.44

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OUTLET

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65.2

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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12" RCP

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12" RCP

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12" RCP

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15" RCP

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15" RCP

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12" RCP

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12" RCP

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15" RCP

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PCHB

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PCHB

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HARTIN

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N/F

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124-6

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BETHONEY

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N/F

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124-13

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MULLEN

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N/F

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124-14

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M & P PARTNERS LTD.

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N/F

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124-27

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JEHOVAHS WITNESS

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WEYMOUTH CORP. OF

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N/F

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124-25

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DEYESSO

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N/F

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123-6

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DUFFY

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N/F

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123-11

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FITZSIMMONS

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N/F

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123-10

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YOUSSEF

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N/F

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123-9

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COSGROVE

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N/F

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123-8

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PETERSON

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N/F

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123-7

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N 71°42'41" W 103.38'

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N 31°03'11" W 287.58'

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S 86°10'14" W 165.30'

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N 03°16'39" E 216.47'

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S 07°02'49" W 7.98'

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S 07°29'31" E 54.88'

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S 06°43'46" E 47.96'

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N 71°42'11" W 181.47'

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S 18°17'49" W 202.18'

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A=38.34' R=25.00' D=87°52'08"

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A=94.82' R=580.00' D=9°22'00"

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S 83°53'41" E 113.16'

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S 85°28'21" E 288.34'

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S 04°10'21" E 331.19'

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S 78°59'11" E 135.53'

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S 06°19'31" E 117.94'

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N 58°34'49" E 171.68'

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N 86°10'14" E 176.05'

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A=72.00' R=1190.92' D=3°27'50"

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A=216.35' R=580.00' D=21°22'21"

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N 08°44'59" E 79.35'

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A

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2

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7

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8

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9

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9

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A=44.28' R=25.00' D=101°28'56"

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A

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3

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N 62°58'47" E 0.76' TO CB

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68

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68

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68

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66

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60

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60

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58

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56

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70

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62

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64

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60

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58

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TP #505

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TP #504

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TP #201

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TP #202

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TP #203

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TP #204

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TP #205

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TP #301

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TP #303

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TP #302

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TP #304

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TP #102

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TP #106

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TP #104

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TP #101

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TP #103

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TP #105

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TP #404

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TP #401

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TP #403

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TP #402

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TP #503

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TP #502

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TP #501

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TP #6A-1

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TP #6A-2

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TP #6A-4

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TP #6A-3

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62

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SCALE: 1" = 40'

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40

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0

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160

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80

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20

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SURVEY NOTES: 1.THE PROPERTY LINES, EXISTING SINGLE FAMILY HOMES AND SITE TOPOGRAPHIC INFORMATION SHOWN THE PROPERTY LINES, EXISTING SINGLE FAMILY HOMES AND SITE TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN ARE BASED ON THOSE SHOWN ON THE PLAN ENTITLED "DEFINITIVE SUBDIVISION VIKING LANE AT WARD STREET IN HINGHAM, MA" DATED MARCH 20, 1995 BY RH COLE ASSOCIATES AND DAYLOR CONSULTING GROUP, INC. RECORDED IN PLAN BOOK 45, PAGE 803. 2.EXISTING CONDITIONS INFORMATION RELATING TO THE EXISTING VIKING LANE ROADWAY AND EXISTING CONDITIONS INFORMATION RELATING TO THE EXISTING VIKING LANE ROADWAY AND ASSOCIATED STORMWATER FACILITIES WERE FIELD LOCATED BY MCKENZIE ENGINEERING GROUP, INC. IN JUNE OF 2015. 3.THE PROPERTY SHOWN HEREON IS LOCATED IN THE ZONING DISTRICT RESIDENCE B. THE PROPERTY SHOWN HEREON IS LOCATED IN THE ZONING DISTRICT RESIDENCE B. 4.WETLAND FLAGS NUMBERED A1 - A31 WERE FLAGGED IN THE FIELD BY ENVIRONMENTAL CONSULTING WETLAND FLAGS NUMBERED A1 - A31 WERE FLAGGED IN THE FIELD BY ENVIRONMENTAL CONSULTING & RESTORATION, LLC AND FIELD LOCATED BY MCKENZIE ENGINEERING GROUP, INC. IN JUNE OF 2015. 5.ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 6.THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE X OF THE FLOOD INSURANCE RATE MAP THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE X OF THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 25023C0083J, WHICH BEARS AN EFFECTIVE DATE OF JULY 17, 2012. 7.THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A DEP ZONE 2 AND TOWN OF HINGHAM AQUIFER THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A DEP ZONE 2 AND TOWN OF HINGHAM AQUIFER PROTECTION DISTRICT ZONE. 8.THE PROPERTY SHOWN HEREON IS NOT LOCATED IN THE NATURAL HERITAGE & ENDANGERED THE PROPERTY SHOWN HEREON IS NOT LOCATED IN THE NATURAL HERITAGE & ENDANGERED SPECIES AS SHOWN ON THE NHESP ATLAS DATED 2008. 9.UTILITY INFORMATION FROM ABOVE GROUND OBSERVED EVIDENCE IN CONJUNCTION WITH DIG SAFE UTILITY INFORMATION FROM ABOVE GROUND OBSERVED EVIDENCE IN CONJUNCTION WITH DIG SAFE MARKINGS AND RECORD PLANS. THE LAND SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE LAND SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION AND CONSTRUCTION AS THE LAND SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. BEFORE CONSTRUCTION CALL DIG SAFE SYSTEMS, INC. AT 1-888-344-7233.

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OWNERS (TOTAL LAND AREA = 6.67 ACRES LOT 124-26 N/F PAULA J. LANGLOIS BK 36484, PG 93 LOT 124-70 VIKING LANE, LLC BK 42466, PG 22 LOTS 124-(71-75) ) XERXES REALTY TRUST BK 11092, PG 50

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HIGH STREET

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Not to Scale

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WOODLOCK RD

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WARD ST

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OLD WARD ST

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OAKCREST

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RD

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PLYMOUTH RIVER

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SCHOOL

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CARLETON RD

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AUTUMN

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CIR

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LOCUS

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LIMIT OF BORDERING VEGETATED WETLAND (BVW)

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DELINEATED BY ENVIRONMENTAL CONSULTING &

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RESTORATION, LLC. IN JUNE 2015

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APPROX. LOCATION OF

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INTERMITTENT STREAM

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FLOW

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APPROX.

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LIMIT OF BVW

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APPROX.

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LIMIT OF BVW

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LEGEND

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STONE BOUND

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ELECTRIC HAND HOLE

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GUY POLE

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HVAC UNIT

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ANGLE IRON

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BUILDING LIGHT

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REBAR

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TRANSFORMER

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WATER GATE

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WATER MAIN

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AIR VENT

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DRAINAGE SUMP

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GUARD RAIL

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DRAINAGE CATCH BASIN

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DOOR WAY THRESHOLD

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HYDRANT

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POST INDICATER VALVE

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UTILITY POLE

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YARD LIGHT

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OVERHEAD WIRES

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GAS LINE

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RIP RAP

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WATER SERVICE

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UNDERGROUND ELECTRIC

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DRAINAGE SWALE

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SB

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OHW

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CONCRETE BOUND WITH DRILL HOLE

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CB/DH

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DRAIN MANHOLE

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DMH

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SEWER MANHOLE

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SMH

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CBN

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ELECTRIC MANHOLE

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EMH

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W

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STORM DRAIN LINE

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D

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SANITARY SEWER LINE

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S

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UTILITY SYMBOLS

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LINE DESIGNATORS

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BOLLARD

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WS

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B

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STONE BOUND

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SB/DH

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EXHAUST VENT

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EXH

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TELEPHONE MANHOLE

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TMH

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GUY WIRE

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GW

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SIGN

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FIRE ALARM

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FA

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CHAIN LINK FENCE

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ABBREVIATIONS FFE FIRST FLOOR ELEVATION FIRST FLOOR ELEVATION BIT CONC.BITUMINOUS CONCRETE PAVEMENT BITUMINOUS CONCRETE PAVEMENT CCBCAPE COD BERM CAPE COD BERM EPEDGE OF PAVEMENT EDGE OF PAVEMENT BCBITUMINOUS CONCRETE CURB BITUMINOUS CONCRETE CURB (AM)AS MEASURED AS MEASURED RET WALLRETAINING WALL RETAINING WALL CONC.CONCRETE CONCRETE RCPREINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE VGCVERTICAL GRANITE CURB VERTICAL GRANITE CURB ETWEDGE OF TRAVEL WAY EDGE OF TRAVEL WAY MTLMETAL BERM METAL BERM VCCVERTICAL CONCRETE CURB VERTICAL CONCRETE CURB CMPCORRUGATED METAL PIPECORRUGATED METAL PIPE

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APPROX. LOCATION OF

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STORMWATER MANAGEMENT

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FACILITY

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JLS

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10/7/2015

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27-135

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RECONFIGURATION

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DESCRIPTION

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CB

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WFA31

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HEAD WALL

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HEAD WALL

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RET WALL

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# 18

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# 9

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# 90

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# 70

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# 56

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# 48

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# 42

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CESSPOOL

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AREA

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AREA

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SEPTIC

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AREA

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AREA

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# 38

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APPROX.

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SEPTIC

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AREA

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SEPTIC

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AREA

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DRAINAGE EASEMENT

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DRAINAGE

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EASEMENT

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WF 2

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WF 1

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WF 5

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WF 4

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WF 6

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WF 7

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WF 8

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LIMIT OF 20' NO DISTURB

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AREA

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PAVED

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CB

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IP

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IP

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LEDGE

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LEDGE

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WELL

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UP

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WG

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HYD

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x

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x

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IP

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SEPTIC AREA

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3.38'

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3.02'

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20"MAPLE

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RET WALL

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RET WALL

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RET WALL

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RET WALL

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24"OAK

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18"OAK

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PORCH

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FOUNDATION

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RET WALL

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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PCHB

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PCHB

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HARTIN

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N/F

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124-6

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BETHONEY

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N/F

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124-13

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MULLEN

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N/F

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124-14

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M & P PARTNERS LTD.

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N/F

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124-27

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JEHOVAHS WITNESS

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WEYMOUTH CORP. OF

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N/F

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124-25

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DEYESSO

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N/F

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123-6

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DUFFY

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N/F

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123-11

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FITZSIMMONS

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N/F

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123-10

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YOUSSEF

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N/F

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123-9

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COSGROVE

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N/F

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123-8

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PETERSON

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N/F

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123-7

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N 71°42'41" W 103.38'

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N 31°03'11" W 287.58'

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S 86°10'14" W 165.30'

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N 03°16'39" E 216.47'

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S 07°02'49" W 7.98'

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S 07°29'31" E 54.88'

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S 06°43'46" E 47.96'

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N 71°42'11" W 181.47'

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S 18°17'49" W 202.18'

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A=38.34' R=25.00' D=87°52'08"

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A=94.82' R=580.00' D=9°22'00"

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S 83°53'41" E 113.16'

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S 85°28'21" E 288.34'

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S 04°10'21" E 331.19'

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S 78°59'11" E 135.53'

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S 06°19'31" E 117.94'

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N 58°34'49" E 171.68'

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N 86°10'14" E 176.05'

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A=72.00' R=1190.92' D=3°27'50"

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A=216.35' R=580.00' D=21°22'21"

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N 62°58'47" E 0.76' TO CB

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PROP. 4' WIDE BIT. CONC. SIDEWALK WITH 2' WIDE GRASS STRIP (TYP.)

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PROP. DECK OR PATIO (TYP.)

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PROP. 6' HIGH VINYL PRIVACY FENCE (TYP.)

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PROP. MAIL KIOSK

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PROP. MODULAR BLOCK GRAVITY RETAINING WALL (TYP.)

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PROP. BIT. CONC. DRIVEWAY (TYP.)

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RAZE EXIST. HOME

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LIMIT OF 100 FT WETLAND BUFFER

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APPROX. LOCATION OF INTERMITTENT STREAM

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EXIST. PROPERTY LINE (TYP.)

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LIMIT OF BORDERING VEGETATED WETLAND (BVW) DELINEATED BY ENVIRONMENTAL CONSULTING & RESTORATION, LLC. IN JUNE 2015

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APPROX. LOCATION OF STORMWATER MANAGEMENT FACILITIES

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PROP. VISITOR PARKING (V) (9'x18') (TYP.)

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PROP. WOOD FRAMED TOWNHOUSE BUILDINGS (2, 3 & 4 UNITS) (TYP.)

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CCB

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CCB

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CCB

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CCB

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CCB

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CCB

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CCB

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CCB

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CCB

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CCB

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CCB

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R=50'

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R=70'

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R=30'

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R=25'

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R=25'

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R=20'

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R=45'

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R=25'

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R=20'

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R=20'

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R=260'

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R=260'

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APPROX. LOCATION OF SOIL ABSORPTION SYSTEM (SAS)

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18'

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18'

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23'

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15.6'

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V

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V

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V

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V

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V

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R=630'

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R=610'

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R=20'

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R=20'

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SL

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SL

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R1-1 STOP

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R1-1 STOP

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CCB

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CCB

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R=15'

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R=20'

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R1-1 STOP

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SL

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SL

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R1-1 STOP

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V

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V

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V

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V

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V

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V

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V

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V

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V

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PROP. 4' WIDE BIT. CONC. SIDEWALK WITH 2' WIDE GRASS STRIP (TYP.)

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PROP. ADA COMPLIANT WHEELCHAIR RAMP (TYP.)

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12'

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9'

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5.6'

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R=240'

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R=240'

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CONNECT TO EXIST. BIT. CONC. SIDEWALK

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CONNECT TO EXIST. BIT. CONC. SIDEWALK

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PROP. MODULAR BLOCK GRAVITY RETAINING WALL WITH GUARDRAIL (TYP.)

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HIGH STREET

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Not to Scale

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WOODLOCK RD

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WARD ST

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OLD WARD ST

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OAKCREST

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RD

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PLYMOUTH RIVER

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SCHOOL

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CARLETON RD

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AUTUMN

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CIR

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LOCUS

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LEGEND

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STONE BOUND

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ELECTRIC HAND HOLE

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GUY POLE

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HVAC UNIT

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ANGLE IRON

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BUILDING LIGHT

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REBAR

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TRANSFORMER

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WATER GATE

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WATER MAIN

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AIR VENT

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DRAINAGE SUMP

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GUARD RAIL

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DOOR WAY THRESHOLD

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HYDRANT

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UTILITY POLE

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YARD LIGHT

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OVERHEAD WIRES

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GAS LINE

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RIP RAP

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WATER SERVICE

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DRAINAGE SWALE

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SB

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OHW

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CB/DH

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DRAIN MANHOLE

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DMH

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SEWER MANHOLE

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SMH

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CBN

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ELECTRIC MANHOLE

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EMH

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W

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STORM DRAIN LINE

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D

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SANITARY SEWER LINE

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S

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SURVEY SYMBOLS

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UTILITY SYMBOLS

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LINE DESIGNATORS

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BOLLARD

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WS

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B

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STONE BOUND

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SB/DH

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EXHAUST VENT

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EXH

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TELEPHONE MANHOLE

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TMH

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GUY WIRE

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GW

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SIGN

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FIRE ALARM

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FA

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CHAIN LINK FENCE

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40'

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0'

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40'

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80'

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160'

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20'

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1"=40'

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JLS

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- -

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10/7/2015

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27-135

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RECONFIGURATION

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DESCRIPTION

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SBS

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1

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1/8/18

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BY

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REV

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DATE

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BCM

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APP

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DWG. NO:

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DWG. TITLE:

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DESIGNED BY:

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PROJECT NO.:

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APPROVED BY:

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CHECKED BY:

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DATE:

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SCALE:

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DRAWN BY:

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APPLICANT:

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- -

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- -

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REVIEW COMMENTS

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SBS

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2

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1/19/18

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BCM

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REVIEW COMMENTS

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SBS

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3

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2/2/18

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BCM

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(3)1-UNIT BUILDING 1-UNIT BUILDING (5)2-UNIT BUILDING 2-UNIT BUILDING (1)3-UNIT BUILDING 3-UNIT BUILDING (4)4-UNIT BUILDING =32 TOTAL UNITS 4-UNIT BUILDING =32 TOTAL UNITS 32 TOTAL UNITS PARKING REQUIREMENTS 32 UNITS X 4 SPACES=128 SPACES VISITOR/MAIL KIOSK=14 SPACES PARKING PROVIDED=142 SPACES =142 SPACES

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VIKING LANE = 703 LF ROAD B = 469 LF ROAD C = 645 LF 1,817 LF TOTAL LENGTH OF ROAD

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TOTAL LAND AREA = 6.67 AC. UPLAND LAND AREA= 6.31 AC. ROAD/PARKING/DRIVES/WALKS= 1.53 AC. BUILDING AREA= 1.54 AC. OPEN SPACE= 3.60 AC. UNIT DENSITY= 5.1 UNITS/UPLAND AC.

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AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

R=62.12

AutoCAD SHX Text

CBN/DBL

AutoCAD SHX Text

R=63.55

AutoCAD SHX Text

CBN

AutoCAD SHX Text

R=63.48

AutoCAD SHX Text

CBN

AutoCAD SHX Text

R=64.20

AutoCAD SHX Text

CBN

AutoCAD SHX Text

R=64.26

AutoCAD SHX Text

CBN

AutoCAD SHX Text

R=61.91

AutoCAD SHX Text

DMH

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R=61.88

AutoCAD SHX Text

DMH

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EHH

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I=59.14

AutoCAD SHX Text

15" RCP

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I=58.05

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12" RCP

AutoCAD SHX Text

I=58.12

AutoCAD SHX Text

12" RCP

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LP

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LP

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TRAN

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WELL

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WFA1

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WFA2

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WFA3

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WFA4

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WFA5

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WFA6

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WFA7

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WFA8

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WFA9

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WFA10

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WFA11

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WFA12

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WFA13

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WFA14

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WFA15

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WFA16

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WFA17

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WFA18

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WFA19

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WFA19

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WFA20

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WFA21

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WFA22

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WFA23

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WFA24

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WFA25

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WFA26

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WFA27

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WFA28

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WFA29

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WFA30

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WFA31

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WG

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CCB

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CCB

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CCB

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CCB

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CCB

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CCB

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CCB

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SIDEWALK

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EP

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HEAD WALL

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HEAD WALL

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RET WALL

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VGC

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VGC THROATSTONE

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(TYP)

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AutoCAD SHX Text

64.6

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58.0

AutoCAD SHX Text

59.4

AutoCAD SHX Text

60.5

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60.5

AutoCAD SHX Text

60.5

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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WELL

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W

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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# 18

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# 9

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# 90

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# 70

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# 56

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# 48

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# 42

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CESSPOOL

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CESSPOOL

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SEPTIC

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AREA

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SEPTIC

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AREA

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SEPTIC

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AREA

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SEPTIC

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AREA

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SEPTIC

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AREA

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# 64

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# 38

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APPROX.

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SEPTIC

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AREA

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SEPTIC

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AREA

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DRAINAGE EASEMENT

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DRAINAGE

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EASEMENT

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WF 7

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WF 8

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AREA

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PAVED

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CBN

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CB

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CB

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IP

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IP

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LEDGE

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LEDGE

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CBN

AutoCAD SHX Text

RIM=58.74

AutoCAD SHX Text

INV.=55.47

AutoCAD SHX Text

INV.=54.69

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12" RCP

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CBN

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WELL

AutoCAD SHX Text

INV.=50.26 (HEADWALL)

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INV.=50.26 (DMH)

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10" CMP

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D

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12" RCP

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# 12

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27/13

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INV.=50.35

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D

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24" RCP

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D

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24" INV.=50.79

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15" INV.=51.48

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15" RCP

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D

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27/14

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# 15

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#17

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27/17

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# 16S

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INV.=51.56 (CBN IN)

AutoCAD SHX Text

RIM=57.36

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DMH

AutoCAD SHX Text

INV.=51.89

AutoCAD SHX Text

RIM=56.65

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CBN

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#10

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WG

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HYD

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WG

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x

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x

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IP

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SEPTIC AREA

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3.38'

AutoCAD SHX Text

3.02'

AutoCAD SHX Text

INV=50.97

AutoCAD SHX Text

R=54.92

AutoCAD SHX Text

CBN

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20"MAPLE

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EMH

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LAMP

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LAMP

AutoCAD SHX Text

UP

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UP

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UP/LP

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WELL

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CCB

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CCB

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CCB

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CCB

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EP

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EP

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EP

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EP

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RET WALL

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RET WALL

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RET WALL

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SIDEWALK

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CONCRETE PAD

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CONCRETE PATIO

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RET WALL

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24"OAK

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18"OAK

AutoCAD SHX Text

INV=53.90

AutoCAD SHX Text

R=53.60

AutoCAD SHX Text

CBN

AutoCAD SHX Text

INV=50.94 (10"IN)

AutoCAD SHX Text

INV=49.92(12"IN)

AutoCAD SHX Text

INV=50.76(10"OUT)

AutoCAD SHX Text

R=54.43

AutoCAD SHX Text

CBN

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86

AutoCAD SHX Text

86

AutoCAD SHX Text

80

AutoCAD SHX Text

70

AutoCAD SHX Text

60

AutoCAD SHX Text

56

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PORCH

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FOUNDATION

AutoCAD SHX Text

60

AutoCAD SHX Text

62

AutoCAD SHX Text

64

AutoCAD SHX Text

58

AutoCAD SHX Text

56

AutoCAD SHX Text

60

AutoCAD SHX Text

60

AutoCAD SHX Text

60

AutoCAD SHX Text

60

AutoCAD SHX Text

62

AutoCAD SHX Text

64

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80

AutoCAD SHX Text

70

AutoCAD SHX Text

64

AutoCAD SHX Text

66

AutoCAD SHX Text

64

AutoCAD SHX Text

66

AutoCAD SHX Text

62

AutoCAD SHX Text

64

AutoCAD SHX Text

64

AutoCAD SHX Text

66

AutoCAD SHX Text

68

AutoCAD SHX Text

66

AutoCAD SHX Text

68

AutoCAD SHX Text

68

AutoCAD SHX Text

66

AutoCAD SHX Text

70

AutoCAD SHX Text

68

AutoCAD SHX Text

64

AutoCAD SHX Text

66

AutoCAD SHX Text

68

AutoCAD SHX Text

60

AutoCAD SHX Text

62

AutoCAD SHX Text

58

AutoCAD SHX Text

58

AutoCAD SHX Text

60

AutoCAD SHX Text

58

AutoCAD SHX Text

60

AutoCAD SHX Text

62

AutoCAD SHX Text

62

AutoCAD SHX Text

64

AutoCAD SHX Text

66

AutoCAD SHX Text

68

AutoCAD SHX Text

64

AutoCAD SHX Text

66

AutoCAD SHX Text

66

AutoCAD SHX Text

60

AutoCAD SHX Text

58

AutoCAD SHX Text

62

AutoCAD SHX Text

64

AutoCAD SHX Text

56

AutoCAD SHX Text

56

AutoCAD SHX Text

58

AutoCAD SHX Text

80

AutoCAD SHX Text

70

AutoCAD SHX Text

62

AutoCAD SHX Text

64

AutoCAD SHX Text

64

AutoCAD SHX Text

64

AutoCAD SHX Text

64

AutoCAD SHX Text

66

AutoCAD SHX Text


AutoCAD SHX Text

EP

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EP

AutoCAD SHX Text

RET WALL

AutoCAD SHX Text

I=57.28

AutoCAD SHX Text

R=60.73

AutoCAD SHX Text

CBN

AutoCAD SHX Text

I=56.26

AutoCAD SHX Text

R=59.26

AutoCAD SHX Text

CBN

AutoCAD SHX Text

I(IN)=56.13

AutoCAD SHX Text

I(OUT)=56.28

AutoCAD SHX Text

R=59.68

AutoCAD SHX Text

DMH/SEPARATOR

AutoCAD SHX Text

I(IN)=56.56

AutoCAD SHX Text

I(OUT)=56.53

AutoCAD SHX Text

R=60.96

AutoCAD SHX Text

DMH

AutoCAD SHX Text

I(IN)=53.80

AutoCAD SHX Text

I(OUT)=53.70

AutoCAD SHX Text

R=57.50

AutoCAD SHX Text

DMH

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I(OUT)=53.19

AutoCAD SHX Text

R=57.44

AutoCAD SHX Text

OUTLET

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65.2

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WF

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WF

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WF

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WF

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WF

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12" RCP

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12" RCP

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12" RCP

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15" RCP

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15" RCP

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12" RCP

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12" RCP

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15" RCP

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PCHB

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PCHB

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BURNS

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HARTIN

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N/F

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124-6

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BETHONEY

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N/F

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124-13

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MULLEN

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N/F

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124-14

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M & P PARTNERS LTD.

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N/F

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124-27

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JEHOVAHS WITNESS

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WEYMOUTH CORP. OF

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N/F

AutoCAD SHX Text

124-25

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DEYESSO

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N/F

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123-6

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DUFFY

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N/F

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123-11

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FITZSIMMONS

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N/F

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123-10

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YOUSSEF

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N/F

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123-9

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COSGROVE

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N/F

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123-8

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PETERSON

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N/F

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123-7

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N 08°44'59" E 79.35'

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7

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N 62°58'47" E 0.76' TO CB

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68

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68

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68

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66

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60

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60

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58

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56

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70

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62

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64

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60

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58

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TP #505

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TP #504

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TP #201

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TP #202

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TP #203

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TP #204

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TP #205

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TP #301

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TP #303

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TP #302

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TP #304

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TP #102

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TP #106

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TP #104

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TP #101

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TP #103

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TP #105

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TP #404

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TP #401

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TP #403

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TP #402

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TP #503

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TP #502

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TP #501

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TP #6A-1

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TP #6A-2

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TP #6A-4

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TP #6A-3

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62

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TOF=69.0

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TOF=69.5

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TOF=69.5

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TOF=70.0

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TOF=68.5

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TOF=69.5

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+69.0

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+68.5

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+68.5

AutoCAD SHX Text

68.5+

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67.0+

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TOF=72.0

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TOF=72.0

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TOF=72.0

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TOF=69.0

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TOF=69.0

AutoCAD SHX Text

TOF=69.5

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TOF=69.0

AutoCAD SHX Text

TOF=68.5

AutoCAD SHX Text

70.5+

AutoCAD SHX Text

70.5+

AutoCAD SHX Text

70.5+

AutoCAD SHX Text

68.0+

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68.0+

AutoCAD SHX Text

67.5+

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67.0+

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TOF=68.0

AutoCAD SHX Text

67.0+

AutoCAD SHX Text

67.5+

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TOF=69.5

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TOF=69.5

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TOF=69.0

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TOF=68.5

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TOF=67.5

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TOF=67.5

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TOF=67.5

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TOF=67.5

AutoCAD SHX Text

67.9+

AutoCAD SHX Text

67.0+

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65.5+

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65.5+

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65.0+

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65.0+

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65.0+

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65.0+

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+70.0

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S

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+68.0

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+69.0

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TOF=67.0

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TOF=66.5

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TOF=66.5

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TOF=68.5

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TOF=68.5

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56

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60

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70

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68

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66

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64

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70

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68

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TOF=68.0

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66

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68

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TOF=68.0

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TOF=68.0

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TOF=68.0

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66.0+

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66.5+

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66.5+

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66.5+

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UNIT 23

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UNIT 19

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UNIT 27

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UNIT 5

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UNIT 11

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UNIT 10

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UNIT 17

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UNIT 16

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UNIT 24

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UNIT 15

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UNIT 18

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UNIT 22

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UNIT 20

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66

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58

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60

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D

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D

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D

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66.5+

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64.5+

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66

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62

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65

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64

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67.9+

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65

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67

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66

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64

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67

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64

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64

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64

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65

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70

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+70.5

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68

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66

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64

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62

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60

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59

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60

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59

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64

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D

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UNIT 1

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UNIT 2

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UNIT 3

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UNIT 4

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UNIT 6

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UNIT 7

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UNIT 8

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UNIT 9

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67.5+

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67.5+

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D

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65

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60

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68

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67

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62

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61

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67

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67

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63

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64

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63

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60

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60

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60

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60

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59

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59

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61

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60

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61

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61

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60

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58

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59

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59

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62

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61

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59

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60

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62

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64

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66

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66

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64

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61

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61

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58

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62

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62

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58

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58

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59

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58

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58

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67

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63

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63

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D

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D

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D

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62

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68

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67

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62

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64

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62

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66

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67

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67

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66

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65

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60

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D

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67.95 HP

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63

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61

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57

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59

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58

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66

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66

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64

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58

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62

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58

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60

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59

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68

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68

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68

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67

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66

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65

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64

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63

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65

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64

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62

AutoCAD SHX Text

66

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67

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64

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66

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65

AutoCAD SHX Text

67

AutoCAD SHX Text

66

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66

AutoCAD SHX Text

65

AutoCAD SHX Text

60

AutoCAD SHX Text

66

AutoCAD SHX Text

58

AutoCAD SHX Text

62

AutoCAD SHX Text

58

AutoCAD SHX Text

61.6

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+

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61.5

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+

AutoCAD SHX Text

61.5

AutoCAD SHX Text

+

AutoCAD SHX Text

60.0

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+

AutoCAD SHX Text

PROP. GAS MAIN

AutoCAD SHX Text

APPROX. LOCATION OF EXIST. UNDERGROUND UTILITY SERVICES

AutoCAD SHX Text

APPROX. LOCATION OF EXIST. 8" CLDI WATER MAIN

AutoCAD SHX Text

EXIST. HYDRANT

AutoCAD SHX Text

PROP UNDERGROUND UTILITIES (TEL, ELEC, CABLE) (TYP.)

AutoCAD SHX Text

PROP. STORMWATER INFILTRATION CHAMBER (TYP.)

AutoCAD SHX Text


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AutoCAD SHX Text


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PROP. PRECAST CATCH BASIN WITH 4' SUMP & HOODED OUTLET (TYP.)

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PROP. 8" CLDI WATER MAIN (CL 52) (TYP.)

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PROP. 12"X12"X8" D.I. TEE PROP (2) 12" AND (1) 8" D.I. GATE VALVES

AutoCAD SHX Text


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PROP. PRECAST SEWER MANHOLE (TYP.)

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PROP. GRAVITY SEWER (TYP.)

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PROP. PRECAST DRAIN MANHOLE (TYP.)

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PROP. CLEANOUT (TYP.)

AutoCAD SHX Text

PROP. EMERGENCY SPILLWAY TOP ELEV.=61.25 100 YR FLOOD ELEV.=61.43

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PROP. STORMWATER DETENTION BASIN BOTTOM ELEV.=58.00 TOP ELEV.=62.00 100 YR STORM ELEV.=60.76

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PROP. SEDIMENT FOREBAY BOTTOM ELEV.=58.00 TOP ELEV.=59.00 INV. 12" FES=59.00

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PROP. SEDIMENT FOREBAY BOTTOM ELEV.=58.00 TOP ELEV.=59.00 INV. 18" FES=59.00

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18" HDPE

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INV. 57.3

AutoCAD SHX Text

INV. 58.9

AutoCAD SHX Text

INV. 59.2

AutoCAD SHX Text

INV. 60.7

AutoCAD SHX Text

INV. 61.3

AutoCAD SHX Text

INV. 59.7

AutoCAD SHX Text

INV. 59.4

AutoCAD SHX Text

INV. 57.8

AutoCAD SHX Text

INV. 56.7

AutoCAD SHX Text

INV. 56.9

AutoCAD SHX Text

INV. 60.3

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CB 3

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CB 4

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CB 2

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CB 1

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DMH 1

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DMH 2

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DMH 3

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DMH 4

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CB 8

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DMH 7

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CB 7

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DMH 5

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CB 6

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CB 7

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DMH 6

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DMH 8

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18" HDPE

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DMH 9

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CB 9

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CB 10

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SMH 1

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SMH 2

AutoCAD SHX Text

SMH 3

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SMH 4

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SMH 5

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SMH 6

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SMH 7

AutoCAD SHX Text

INV. 56.0

AutoCAD SHX Text

INV. 60.2

AutoCAD SHX Text

INV. 60.3

AutoCAD SHX Text

INV. 60.2

AutoCAD SHX Text

INV. 60.2

AutoCAD SHX Text

INV. 60.1

AutoCAD SHX Text

INV. 60.1

AutoCAD SHX Text

INV. 60.2

AutoCAD SHX Text

INV. 60.0

AutoCAD SHX Text

INV. 64.2

AutoCAD SHX Text

INV. 64.2

AutoCAD SHX Text

INV. 64.2

AutoCAD SHX Text

INV. 64.3

AutoCAD SHX Text

INV. 63.5

AutoCAD SHX Text

INV. 63.6

AutoCAD SHX Text

INV. 58.8

AutoCAD SHX Text

INV. 58.0

AutoCAD SHX Text

INV. 56.9

AutoCAD SHX Text

INV. 567

AutoCAD SHX Text

INV. 57.2

AutoCAD SHX Text

INV. 57.0

AutoCAD SHX Text

INV. 57.1

AutoCAD SHX Text

INV. 56.9

AutoCAD SHX Text

INV. 59.5

AutoCAD SHX Text

INV. 59.4

AutoCAD SHX Text

INV. 60.3

AutoCAD SHX Text

INV. 59.1

AutoCAD SHX Text

INV. 59.0

AutoCAD SHX Text

INV. 59.2

AutoCAD SHX Text

INV. 60.2

AutoCAD SHX Text

INV. 60.2

AutoCAD SHX Text

INV. 60.2

AutoCAD SHX Text

INV. 60.1

AutoCAD SHX Text

INV. 60.1

AutoCAD SHX Text

INV. 60.1

AutoCAD SHX Text

INV. 60.1

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

DMH 10

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CB 11

AutoCAD SHX Text

CB 12

AutoCAD SHX Text

INV. 58.0

AutoCAD SHX Text

INV. 57.7

AutoCAD SHX Text

INV. 58.4

AutoCAD SHX Text

INV. 57.5

AutoCAD SHX Text

PROP. 12" FES INV.=57.00

AutoCAD SHX Text

PROP. 12" FES INV.=58.00

AutoCAD SHX Text

INV. 57.2

AutoCAD SHX Text

INV. 56.7

AutoCAD SHX Text

INV. 56.8

AutoCAD SHX Text

INV. 57.7

AutoCAD SHX Text

PROP. COMPOST TUBE FILTER SOCK (SILTSOCK OR EQUAL) (TYP.)

AutoCAD SHX Text

PROP. STABILIZED CONSTRUCTION ENTRANCE

AutoCAD SHX Text

PROP. COMPOST TUBE FILTER SOCK (SILTSOCK OR EQUAL) (TYP.)

AutoCAD SHX Text

INV. 56.9

AutoCAD SHX Text

INV. 60.2

AutoCAD SHX Text

REMOVE EXIST. OUTLET CONTROL STRUCTURE

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PROP. OUTLET CONTROL STRUCTURE (SEE DETAIL)

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HIGH STREET

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Not to Scale

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WOODLOCK RD

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WARD ST

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OLD WARD ST

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OAKCREST

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RD

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PLYMOUTH RIVER

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SCHOOL

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CARLETON RD

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AUTUMN

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CIR

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LOCUS

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LEGEND

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STONE BOUND

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ELECTRIC HAND HOLE

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GUY POLE

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HVAC UNIT

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ANGLE IRON

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BUILDING LIGHT

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REBAR

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TRANSFORMER

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WATER GATE

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WATER MAIN

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AIR VENT

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DRAINAGE SUMP

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GUARD RAIL

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DOOR WAY THRESHOLD

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HYDRANT

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UTILITY POLE

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YARD LIGHT

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OVERHEAD WIRES

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GAS LINE

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RIP RAP

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WATER SERVICE

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DRAINAGE SWALE

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SB

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OHW

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CB/DH

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DRAIN MANHOLE

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DMH

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SEWER MANHOLE

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SMH

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CBN

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ELECTRIC MANHOLE

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EMH

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W

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STORM DRAIN LINE

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D

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SANITARY SEWER LINE

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S

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SURVEY SYMBOLS

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UTILITY SYMBOLS

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LINE DESIGNATORS

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BOLLARD

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WS

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B

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STONE BOUND

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SB/DH

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EXHAUST VENT

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EXH

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TELEPHONE MANHOLE

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TMH

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GUY WIRE

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GW

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SIGN

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FIRE ALARM

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FA

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CHAIN LINK FENCE

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40'

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0'

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40'

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80'

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160'

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20'

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1"=40'

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JLS

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- -

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10/7/2015

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27-135

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RECONFIGURATION

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DESCRIPTION

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SBS

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1

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1/8/18

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BY

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REV

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DATE

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BCM

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APP

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DWG. NO:

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DWG. TITLE:

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DESIGNED BY:

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PROJECT NO.:

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APPROVED BY:

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CHECKED BY:

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DATE:

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SCALE:

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DRAWN BY:

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APPLICANT:

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- -

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- -

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REVIEW COMMENTS

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SBS

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2

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1/19/18

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BCM

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REVIEW COMMENTS

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SBS

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3

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2/2/18

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BCM

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1.ALL INDIVIDUAL UNIT UTILITY SERVICES SHALL BE ALL INDIVIDUAL UNIT UTILITY SERVICES SHALL BE DESIGNED FOR TOWN SUBMISSION AND REVIEW. 2.PROPOSED GRADING AND UTILITY CONNECTIONS PROPOSED GRADING AND UTILITY CONNECTIONS SHOWN ARE PRELIMINARY IN NATURE AND ARE SUBJECT TO CHANGE ONCE MORE DEFINITIVE SITE PLANS ARE PREPARED.

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GENERAL UTILITY NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION SHALL BE TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE WORK. 3.THE CONTRACTOR SHALL COORDINATE ALL STREET WORK WITH THE HINGHAM DEPARTMENT OF PUBLIC WORKS. THE CONTRACTOR SHALL COORDINATE ALL STREET WORK WITH THE HINGHAM DEPARTMENT OF PUBLIC WORKS. 4.THE CONTRACTOR SHALL EXCAVATE THE UTILITY TRENCHES IN THE LOCATIONS SHOWN ON THE PLAN PRIOR TO COMMENCING WORK TO VERIFY THE THE CONTRACTOR SHALL EXCAVATE THE UTILITY TRENCHES IN THE LOCATIONS SHOWN ON THE PLAN PRIOR TO COMMENCING WORK TO VERIFY THE ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH THE RESULTS PRIOR TO COMMENCING ANY WORK. 5.ALL WATER AND FIRE SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT AS NOTED OR DETAILED OTHERWISE. ALL WATER AND FIRE SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT AS NOTED OR DETAILED OTHERWISE. 6.THE LOCATION AND SIZES OF THE DOMESTIC WATER AND FIRE SERVICES SHALL BE PROVIDED DURING FINAL DESIGN AND WERE NOT SPECIFIED BY MCKENZIE THE LOCATION AND SIZES OF THE DOMESTIC WATER AND FIRE SERVICES SHALL BE PROVIDED DURING FINAL DESIGN AND WERE NOT SPECIFIED BY MCKENZIE ENGINEERING GROUP, INC. 7.THE DOMESTIC WATER SERVICES SHALL BE POLYETHYLENE AND FIRE SERVICES SHALL BE CEMENT LINED DUCTILE IRON PIPE (C.L.D.I.) AND SHALL BE THE DOMESTIC WATER SERVICES SHALL BE POLYETHYLENE AND FIRE SERVICES SHALL BE CEMENT LINED DUCTILE IRON PIPE (C.L.D.I.) AND SHALL BE INSTALLED WITH APPROPRIATELY SIZED TAPPING SLEEVE, GATE VALVE AND BOX. 8.ALL WATER AND FIRE SERVICE APPURTENANCES, MATERIALS, METHODS OF INSTALLATION SHALL MEET OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS. ALL WATER AND FIRE SERVICE APPURTENANCES, MATERIALS, METHODS OF INSTALLATION SHALL MEET OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS. 9.THE FIRE SERVICE AND DOMESTIC WATER SERVICE SHALL BE ADEQUATELY PROTECTED AGAINST BACKFLOW (BACKFLOW PREVENTION) AT THE BUILDING. THE FIRE SERVICE AND DOMESTIC WATER SERVICE SHALL BE ADEQUATELY PROTECTED AGAINST BACKFLOW (BACKFLOW PREVENTION) AT THE BUILDING. 10.AFTER PRESSURE TESTING AND CHLORINATION IS COMPLETED, SAMPLES SHALL BE TAKEN FROM THE FIRE SERVICE AND DOMESTIC WATER SERVICE AND AFTER PRESSURE TESTING AND CHLORINATION IS COMPLETED, SAMPLES SHALL BE TAKEN FROM THE FIRE SERVICE AND DOMESTIC WATER SERVICE AND SHALL BE TESTED AT 200 PSI FOR A MINIMUM OF 2 HOURS. THE CONTRACTOR IS REQUIRED TO NOTIFY THE HINGHAM DEPARTMENT OF PUBLIC WORKS AT LEAST 24 HOURS PRIOR TO THE TESTING. 11.THE FIRE SERVICE AND DOMESTIC WATER SERVICE SHALL BE TESTED IN ACCORDANCE WITH DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS. A THE FIRE SERVICE AND DOMESTIC WATER SERVICE SHALL BE TESTED IN ACCORDANCE WITH DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS. A MINIMUM OF 2 SEPARATE WATER SAMPLES SHALL BE TESTED AT A STATE CERTIFIED LABORATORY. 12.A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN SANITARY SEWER SERVICES AND WATER SERVICES. WHENEVER CONDITIONS A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN SANITARY SEWER SERVICES AND WATER SERVICES. WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER SERVICE THE ELEVATION OF THE CROWN OF THE SEWER SHALL BE AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER SERVICE. 13.ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR-35 UNLESS OTHERWISE NOTED. ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR-35 UNLESS OTHERWISE NOTED. 14.WHERE SANITARY SEWERS CROSS WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 WHERE SANITARY SEWERS CROSS WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF THE ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET THIS REQUIREMENT, THE WATER MAIN SHALL BE RELOCATED TO PROVIDE THIS SEPARATION OR CONSTRUCTED WITH MECHANICAL-JOINT PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE SEWER. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. WHENEVER IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM THE CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS ALONG THE PIPE. 15.THE LOCATIONS OF PROPOSED ELECTRIC, TELEPHONE, COMMUNICATION (E.T.C.) AND FIRE SERVICES ARE APPROXIMATE. THE PROJECT ELECTRICAL ENGINEER THE LOCATIONS OF PROPOSED ELECTRIC, TELEPHONE, COMMUNICATION (E.T.C.) AND FIRE SERVICES ARE APPROXIMATE. THE PROJECT ELECTRICAL ENGINEER SHALL VERIFY THESE LOCATIONS PRIOR TO THE START OF CONSTRUCTION AND SHALL COORDINATE ALL E.T.C. WORK WITH THE APPROPRIATE UTILITY COMPANIES. 16.THE PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL COORDINATE THE GAS SERVICE INSTALLATION WITH THE GAS THE PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL COORDINATE THE GAS SERVICE INSTALLATION WITH THE GAS COMPANY. THE CLIENT AND CONTRACTOR SHALL CONFIRM THE LOCATION AND SIZE OF THE PROPOSED GAS SERVICES WITH THE GAS COMPANY. 17.IF DURING THE CONSTRUCTION PROCESS THE NEED FOR EXCAVATION DEWATERING ARISES, A DEWATERING FILTER PIT SHALL BE CONSTRUCTED IN IF DURING THE CONSTRUCTION PROCESS THE NEED FOR EXCAVATION DEWATERING ARISES, A DEWATERING FILTER PIT SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPROPRIATE STORMWATER MANAGEMENT AND ENGINEERING PRACTICES.

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%%UNOTES:

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EXISTING GRADE

PROPOSED GRADE

VIKING LANESTA. 0+00.00 ROAD A B =

VIKING LANE EOP RT.

L

STA. 5+14.41 ROAD A B =

STA. 200+89.07 ROAD C B

L

L

STA. 2+11.34 ROAD A B =

STA. 100+00 ROAD B B

L

L

STA. 7+00.00 ROAD A B =

AUTUMN CIRCLE

L

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50

40

45

50

55

60

65

70

75

80

85

90

40

45

50

55

60

65

70

75

80

85

90

60.0

59.97

61.2

61.10

62.7

62.60

64.1

64.10

65.0

65.60

65.1

67.04

64.8

67.84

64.4

67.86

63.8

67.11

65.3

65.83

66.5

64.54

60.0

63.25

57.9

61.95

61.2

60.72

60.12

60.23

60.48

60.73

60.98

+1.8

%

+

3.0%

-2.6%

HIGH POINT STA. 3+26.62

HIGH POINT ELEV. 67.95

PV

C S

TA

. 2+

30.00

PV

C E

LE

V. 66.50

PVI STA. 3+20.00

PVI ELEV. 69.20

PV

T S

TA

. 4+

10.00

PV

T E

LE

V. 66.87

180.00 VC

K=32

208.91 SD

+0.5%

LOW POINT STA. 7+13.81

LOW POINT ELEV. 60.09

PV

C S

TA

. 6+

30.00

PV

C E

LE

V. 61.17

PVI STA. 6+80.00

PVI ELEV. 59.88

PV

T S

TA

. 7+

30.00

PV

T E

LE

V. 60.13

100.00 VC

K=32

264.73 SD

20 LF 12" HDPE S=0.005

(CB 2-DMH 1)

89 LF 12 "HDPE

S=0.005

79 LF 12" HDPE S=0.005

108 LF 12" HDPE

S=0.005

26 LF 12" HDPE

S=0.010

PROP. CB 2

STA. 2+02.34, 18.4' LT.

RIM=65.55

INV.(OUT)=62.13

PROP. DMH 1

STA. 2+10.78, 0.2' LT.

RIM=65.92

INV.(IN CB 1)=62.03

INV.(IN CB 2)=62.03

INV.(OUT)=62.03

PROP. DMH 2

STA. 2+99.35, 0.14' LT.

RIM=67.83

INV.(IN)=61.58

INV.(OUT)=61.58

PROP. DMH 3

STA. 3+77.87, 6.1' RT.

RIM=67.44

INV.(IN)=61.18

INV.(OUT)=61.18

PROP. DMH 4

STA. 4+85.00, 9.2' RT.

RIM=64.74

INV.(IN CB 8)=60.64

INV.(IN DMH 3)=60.64

INV.(OUT)=60.64

PROP. DMH 7

STA. 5+06.22, 24.4' RT.

RIM=64.27

INV.(IN)=60.38

INV.(OUT)=60.38

24 LF 12" HDPE S=0.020

(CB 1-DMH 1)

PROP. CB 1

STA. 2+24.69, 19.3' LT.

RIM=65.94

INV.(OUT)=62.51

15 LF 12" HDPE S=0.028

(CB 6-DMH 4)

PROP. CB 8

STA. 4+76.91, 21.7' RT

RIM=65.05

INV.(OUT)=61.06

E

X

IS

T

. W

A

T

E

R

M

A

IN

5.0

'

MIN

.

CO

VE

R

12" CLDI WATER MAIN

54 LF 12" HDPE S=0.010

(DMH 10-FES 3)

PROP. DMH 10

STA. 6+10.66, 5.42' RT.

RIM=61.57

INV.(IN CB 11)=57.67

INV.(IN CB 12)=57.67

INV.(OUT)=57.67

PROP. CB 11 & 12

STA. 6+19.38, 9.0' RT./LT.

RIM=61.27

INV.(OUT CB 11)=57.84

INV.(OUT CB 12)=57.77

17 LF 12" HDPE S=0.010

(CB 11-DMH 10)

9 LF 12" HDPE S=0.010

(CB 12-DMH 10)

EXISTING GRADE

ROAD B

PROPOSED GRADE

STA. 100+00 ROAD B B =

STA. 2+11.34 ROAD A B

L

L

STA. 104+11.79 ROAD B B =

STA. 200+00 ROAD C B

L

L

100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00

45

50

55

60

65

70

75

80

85

90

95

45

50

55

60

65

70

75

80

85

90

95

65.1

65

.9

4

61.8

65

.9

8

62.7

66

.2

3

64.4

66

.4

8

63.2

66

.6

4

63.2

66

.2

5

64.4

65

.7

8

65.2

65

.3

0

68.4

64

.8

2

62.3

64

.3

5

-1.6

%

+0.5%

-1.0%



PV

C S

TA

. 1

01

+7

5.0

0

PV

C E

LE

V. 6

6.6

0

PVI STA. 102+00.00

PVI ELEV. 66.73

PV

T S

TA

. 1

02

+2

5.0

0

PV

T E

LE

V. 6

6.4

9

50.00 VC

K=34

482.88 SD

281 LF 8" SDR 35 PVC S=0.004

58 LF 8" SDR 35 P

VC S=0.007

PROP. SMH 6

STA. 104+06.93, 0.04' LT

RIM=64.76

INV.(IN SMH 5)=54.77

INV. (IN SMH 7)=54.77

INV.(OUT)=54.67

PROP. SMH 7

STA. 104+65.12, 0.36' LT

RIM=64.20

INV.(OUT)=55.21

12" C

LD

I WA

TE

R M

AIN

5.0'

MIN

.

CO

VE

R

REFER TO SEPTIC SYSTEM

DESIGN PLANS

ROAD C

PROPOSED GRADE

EXISTING GRADE

STA. 200+00 ROAD C B =

STA. 104+11.79 ROAD B B

L

STA. 200+89.01 ROAD C B =

STA. 5+14.41 ROAD A B

L

L

L

200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+50 206+00 206+50

45

50

55

60

65

70

75

80

85

90

95

45

50

55

60

65

70

75

80

85

90

95

206 LF 8" SDR 35 P

VC S=0.007

150 LF 8" SDR 35 PVC S=0.004

59 LF 8" SDR 35 PVC

S=0.004

119 LF 8" SDR 35 P

VC S=0.008

PROP. SMH 5

STA. 200+90.24, 3.1' RT.

RIM=64.25

INV.(IN)=54.88

INV.(OUT)=54.78

PROP. SMH 4

STA. 202+96.95, 1.1' RT.

RIM=67.29

INV.(IN)=56.49

INV.(OUT)=56.39

PROP. SMH 3

STA. 204+47.55, 0.3' RT.

RIM=68.98

INV.(IN)=57.17

INV.(OUT)=57.07

PROP. SMH 2

STA. 205+08.45, 0.4' RT.

RIM=68.26

INV.(IN)=57.49

INV.(OUT)=57.39

PROP. SMH 1

STA. 206+27.38

RIM=66.41

INV.(OUT)=58.41

19 LF 12" HDPE S=0.021

(CB 3-DMH 3)

59 LF 12"HDPE

S=0.005

38 LF 12" HDPE S=0.005

(DMH 6-DMH 7)

174 LF 18"HDPE S=0.005

PROP. CB 3

STA. 200+10.58, 22.1 LT.

RIM=64.30

INV.(OUT)=61.80

PROP. DMH 5

STA. 200+18.94, 5.3' LT.

RIM=64.36

INV.(IN CB 3)=61.40

INV.(IN CB 4)=61.42

INV.(OUT)=60.87

PROP. DMH 6

STA. 200+77.15, 4.6' LT.

RIM=63.76

INV.(IN CB 5 )=60.85

INV.(IN CB 6)=60.87


INV.(OUT)=60.57

PROP. DMH 7

STA. 201+14.68, 2.5' LT.

RIM=64.27

INV.(IN CB 7)=60.38


INV.(OUT)=60.38

PROP. DMH 8

STA. 202+88.97, 5.3' LT.

RIM=67.08

INV.(OUT)=59.51

28 LF 12" HDPE S=0.009

(CB 4-DMH 3)

PROP. CB 4

STA. 200+12.28, 22.4' RT.

RIM=64.68

INV.(OUT)=61.68

17 LF 12" HDPE S=0.023

(CB 5-DMH 5)

PROP. CB 5

STA. 200+62.69, 11.9' LT.

RIM=63.75

INV.(OUT)=61.25

17 LF 12" HDPE S=0.018

(CB 6-DMH 5)

PROP. CB 6

STA. 200+66.30, 9.1' RT.

RIM=63.93

INV.(OUT)=61.18

10 LF 12" HDPE S=0.014

(CB 7-DMH 7)

PROP. CB 7

STA. 201+07.46, 9.3' LT.

RIM=64.02

INV.(OUT)=60.52

12"

CLD

I W

AT

ER

MA

IN

5.0'

MIN

.

CO

VE

R

PROP. SMH 6

STA. 200+00.00

RIM=64.76

INV.(IN SMH 5)=54.77

INV. (IN SMH 7)=54.77

INV.(OUT)=54.67

-2.0

%

-0.9%

+2.7%

-0.8%

+1.6

%

-1.0%

64

.7

1

64

.1

4

64

.0

8

64

.9

0

65

.7

2

66

.5

4

67

.3

6

68

.1

9

68

.9

1

69

.1

2

68

.8

0

68

.3

0

67

.8

0



PV

C S

TA

. 2

03

+7

0.0

0

PVI STA. 204+30.00

PV

C E

LE

V. 6

8.5

1

PV

T E

LE

V. 6

8.9

0

PVI ELEV. 69.50

PV

T S

TA

. 2

04

+9

0.0

0

K=45

120.00 VC

311.40 SD

102 LF 18" HDPE S=0.005

(DMH 8-FES 1)

PROP. CB 9 &10

STA. 206+43.80, 9.0' RT./LT.

RIM=67.35

INV.(OUT CB 10)=61.35

INV.(OUT CB 9)=61.20

PROP. DMH 9

RIM=67.30

INV.(IN CB 9)=61.16

INV.(IN CB 10)=61.16

INV.(OUT)=61.16

4 LF 12" HDPE S=0.01

(CB 9-DMH 9)

19 LF 12" HDPE S=0.01

(CB 10-DMH 9)

108 LF 12" HDPE S=0.02

(DMH 9-FES 2)

C-3

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Ph: 781-792-3900

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KN

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HORIZONTAL 1"=40'

VERTICAL 1"=8'

HORIZONTAL 1"=40'

VERTICAL 1"=8'

HORIZONTAL 1"=40'

VERTICAL 1"=8'

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67.5

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65.2

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63.1

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63.1

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63.7

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63.2

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73.1

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78.2

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77.8

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73.8

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67.4

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62.8

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64.5

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61.2

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61.2

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1"=40'

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JLS

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10/7/2015

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27-135

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RECONFIGURATION

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DESCRIPTION

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SBS

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1

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1/8/18

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BY

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DWG. NO:

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DESIGNED BY:

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PROJECT NO.:

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APPROVED BY:

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- -

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- -

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SBS

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2

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1/19/18

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BCM

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NO CHANGES

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REVIEW COMMENTS

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SBS

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3

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2/2/18

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BCM

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C-4

ConstructionDetailsSheet 1 of 6

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MONOLITHIC BITUMINOUS CONCRETE BERM (CAPE COD BERM) DETAIL

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12" BERM

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3" REVEAL

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4" LOAM & SEED

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12" LEVEL

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75°

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GUTTER LINE

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PAVEMENT

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COMPACTED SUBGRADE

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SCALE: N.T.S.

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MONOLITHIC BITUMINOUS CONCRETE BERM (CAPE COD BERM) WITH SIDEWALK DETAIL

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12" BERM

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3" REVEAL

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GUTTER LINE

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PAVEMENT

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COMPACTED SUBGRADE

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SCALE: N.T.S.

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4' BIT. CONC. SIDEWALK

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8" GRAVEL BORROW SUBBASE (TYPE B, MASSDOT M1.03.0)

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1-1/2" BITUMINOUS CONCRETE PAVEMENT TOP COURSE (TYPE I-1, MASSDOT SPEC 460)

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2" BITUMINOUS CONCRETE PAVEMENT BINDER COURSE (TYPE I-1, MASSDOT SPEC 460)

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%%UPLAN VIEW

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19'-8"%%P

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19'-8"%%P (TYP.)

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NOTE: THE DRIVEWAY GRADE WITHIN 75' OF THE STREET LINE SHALL NOT EXCEED 5%.

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BIT. CONC. DRIVEWAY

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%%UTYPICAL DRIVEWAY DETAIL W/SIDEWALK

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SCALE: N.T.S.

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%%UBITUMINOUS CONCRETE PAVEMENT DETAIL

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1-1/2" BITUMINOUS CONCRETE TOP COURSE (TYPE I-1, MASSDOT SPEC 460)

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2-1/2" BITUMINOUS CONCRETE BINDER COURSE (TYPE I-1, MASSDOT SPEC 460)

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COMPACTED SUBGRADE

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SCALE: N.T.S.

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7'-0" (MAX.)

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SIDEWALK/ APRON

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2'-0"

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6.25%%%

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GUTTER LINE

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ROADWAY

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DRIVEWAY

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2.0%%%

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VARIES TO MEET GARAGE

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4'-0" (MIN.)

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SIDEWALK

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3'-0" (MAX.)

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%%USECTION VIEW

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APRON

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1-1/2" BITUMINOUS CONCRETE PAVEMENT TOP COURSE (TYPE I-1, MASSDOT SPEC 460)

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2-1/2" BITUMINOUS CONCRETE PAVEMENT BINDER COURSE (TYPE I-1, MASSDOT SPEC 460)

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JLS

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- -

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10/7/2015

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27-135

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RECONFIGURATION

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DESCRIPTION

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SBS

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1

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1/8/18

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BY

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REV

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DATE

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APP

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DWG. NO:

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DWG. TITLE:

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DESIGNED BY:

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PROJECT NO.:

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APPROVED BY:

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CHECKED BY:

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DATE:

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APPLICANT:

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M:\MEG\2007 PROJECTS\27-135\DWGS\CUT SHEETS\SUBMISSION R3\27-135 DETAILS (R3).DWG

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- -

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- -

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REVIEW COMMENTS

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SBS

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2

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1/19/18

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BCM

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SBS

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3

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2/2/18

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BCM

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NO CHANGES

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PREPARED SEEDED LAWN

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PREPARED SUBGRADE

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(NO STONES LARGER

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PREPARED SCREENED TOPSOIL

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THAN 1 1/4")

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OR SOD

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4"

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%%USEEDED OR SODDED LAWN DETAIL

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SCALE: N.T.S.

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NOTES: 1.TOP OF LOAM (TOPSOIL) IS FINISHED GRADE. TOP OF LOAM (TOPSOIL) IS FINISHED GRADE. 2.LOAM AND SOD OR SEED, SHALL CONFORM TO MASSDOT LOAM AND SOD OR SEED, SHALL CONFORM TO MASSDOT MATERIAL SPECIFICATIONS M1.05.0, M1.07.0 AND M1.06.1, AND CONSTRUCTION METHODS 751.60 TO 751.63.

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STREET NAME

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STREET SIGN

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2'-6"

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SIGN R1-1

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2'-6"

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STOP

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ROADWAY

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TOP OF CURB

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2'MIN.

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STEEL SIGN POST

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2"x2"x8'-0" SQUARE

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1'-6"

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8'-6"

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1'-0"

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7'-0" (MIN.)

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LANDSCAPED SURFACE

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5'MAX.

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%%UTYPICAL SIGN DETAIL

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SCALE: N.T.S.

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%%UBITUMINOUS CONCRETE SIDEWALK RAMPS

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SCALE: N.T.S.

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1-1/2" BITUMINOUS CONCRETE TOP COURSE (TYPE I-1) OVER 2" BITUMINOUS CONCRETE BINDER COURSE (TYPE I-1) OVER 8" GRAVEL BORROW SUBBASE (TYPE B, MASSDOT M.1.03.0)

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MIN

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1'

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(TEL., ELEC., CATV)

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BURIED UTILITIES

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10'

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TACK COAT MC 700

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0.05 GAL/SY

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1/4" PER FOOT

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PROFILE GRADE LINE

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TRAVEL LANE

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(95% COMPACTION)

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10'

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TRAVEL LANE

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1'

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MONOLITHIC CONSTRUCTION)

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BITUMINOUS BERM

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(CAPE COD TYPE,

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SUMP

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4'-0"

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PRECAST

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CONCRETE

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2-1/2" BIT. CONC. BINDER COURSE (TYPE I-1)

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1/4" PER FOOT

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1-1/2" BIT. CONC. TOP COURSE (TYPE I-1)

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12" GRAVEL BORROW (M1.03.0 - TYPE B)

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%%uTYPICAL ROADWAY CROSS SECTION

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1.5:1 MAX

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3:1 MAX

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WATER

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CUT

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FILL

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FILL

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CUT

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3:1 MAX

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1.5:1 MAX

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GRASS

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1 1/2% SLOPE

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1 1/2% SLOPE

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3'

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MAIN

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4" LOAM

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& SEED

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5'-0"(MIN.) COVER

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VARIES

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SIDEWALK

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4'

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CATCH

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BASIN

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GRASS STRIP

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2'

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2' GRASS STRIP

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4" LOAM & SEED

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4" LOAM & SEED

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4" LOAM & SEED

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4' MIN.

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3"

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2% MAX. 1% MIN.

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CURB TRANSITION

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MIN. 4'X4' LANDING AT MAX. 2% IN ANY DIRECTION

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RAMP

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1/4" LIP MAX.

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CURB TRANSITION

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LANDSCAPE AREA (TYP.)

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2% MAX. 1% MIN.

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8% MAX.

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BACK OF SIDEWALK

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DETECTABLE WARNING PANEL (2' DEEP, TYP.)

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2' GRASS STRIP

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DETECTABLE WARNING PANEL (2' DEEP, TYP.)

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8% MAX.

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2% MAX. 1% MIN.

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4'-0" MIN.

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PROP. 12" CAPE COD BERM WITH 3" REVEAL

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5'-0"

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SIDEWALK

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SIDEWALK

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TRANSITION

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TRANSITION

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2% MAX. 1% MIN.

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8% MAX.

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LEVEL LANDING 2.0% MIAX. SLOPE FOR DRAINAGE

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8% MAX.

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2' GRASS STRIP

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2' GRASS STRIP

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BACK OF SIDEWALK

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%%UPLAN VIEW

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2'-0' GRASS STRIP

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PROP. CAPE COD BERM RETUN MIN. R=2' (TYP.)

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BIT. CONC. SIDEWALK (4' WIDE)

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EDGE OF PAVEMENT

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BIT. CONC. SIDEWALK (4' WIDE MIN.)

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DRIVEWAY APRON

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(MAX)

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PROP. 2' GRASS STRIP

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(MAX.)

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APRON

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6.25%%%

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(4' MAX)

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DRIVEWAY

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SIDEWALK

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4' (MIN.)

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PROP. 4' BIT. CONC. SIDEWALK

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2.0%%%

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HEIGHT OF BERM 3" (MIN.)

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PROP. 0" REVEAL AT END OF DRIVEWAY APRON/ LEADING EDGE OF SIDEWALK AT DRIVEWAY

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www.mckeng.com

KN

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C-5


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%%UGENERAL UTILITY NOTES

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THE CONTRACTOR SHALL PROVIDE SIEVE ANALYSIS SUBMITTALS TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION OF THE SAND/SILT MATERIAL TO BE USED.

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8.

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THE CONTRACTOR SHALL PROVIDE INLET PROTECTION, SUCH AS SILT SACKS, AT ALL CATCH BASINS TO PREVENT SEDIMENT FROM ENTERING THE EXTENDED DETENTION WETLAND AREA. INLET PROTECTION WILL ALLOW THE STORM DRAIN INLETS TO BE USED BEFORE FINAL STABILIZATION.

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7.

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%%UTYPICAL TRENCH DETAIL

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1.

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2.

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3.

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4.

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5.

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6.

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SEE SHEET C-9 FOR WATER MAIN CONSTRUCTION DETAILS, NOTES, AND SPECIFICATIONS.

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DOMESTIC WATER SERVICES 2 INCHES AND SMALLER SHALL BE TYPE K COPPER TUBING AND SHALL BE INSTALLED WITH APPROPRIATELY SIZED CORPORATION STOP WITH APPROVED SADDLE, CURB STOP, GATE AND BOX.

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ALL WATER SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT AS NOTED OR DETAILED OTHERWISE.

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THE CONTRACTOR SHALL EXCAVATE THE TEST PITS IN THE LOCATIONS SHOWN ON THE PLAN PRIOR TO COMMENCING WORK TO VERIFY THE ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH THE RESULTS PRIOR TO COMMENCING ANY WORK.

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THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE WORK.

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THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN.

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TYPICAL ELECTRIC/TELEPHONE/CABLE CONDUIT (US-UTILITY SERVICE)

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%%UCATCH BASIN W/HOOD

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NOTES:

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1.

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2.

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HS-20 LOADING.

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3.

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4.

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MORTAR ALL PIPE CONNECTIONS.

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2" MAX. CLEARANCE TO OUTSIDE OF PIPE.

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PROVIDE "V" KNOCKOUTS FOR PIPES WITH

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JOINT SEALANT BETWEEN PRECAST SECTIONS

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SHALL BE PREFORMED BUTYL RUBBER.

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ALL SECTIONS SHALL BE DESIGNED FOR

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DIA.

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VARIES

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OUTLET

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SUBGRADE

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COMPACTED

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SEE NOTE 3

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8"

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24"

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8"

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ALTERNATE TOP SLAB

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24" SQUARE

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OPENING (TYP)

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48" DIA. (MIN.)

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MIN.

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8"

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12"

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SEE NOTE 4

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GRADE

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FINISH

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4' (MIN.)

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48" DIA. (MIN)

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INVERT

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HOOD

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AS REQ'D.

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RISER

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SECTION(S)

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MONOLITHIC

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BASE SECTION

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(TYP.)

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12"

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CONE SECTION

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CONCENTRIC

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SEE ALTERNATE

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TOP SLAB

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%%uALTERNATE ECCENTRIC CONE SECTION

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CEMENT CONCRETE INVERT

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COMPACTED SUBGRADE

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MONOLITHIC

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BASE SECTION

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(TYP.)

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12"

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AS REQ'D.

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SECTION(S)

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RISER

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48" DIA. (MIN.)

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VARIES

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DIA.

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NOTE 5.

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SEE ALTERNATE

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ECCENTRIC

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CONE SECTION

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TOP SLAB

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FINISH

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GRADE

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SEE

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12"

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(MIN.)

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8"

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ALTERNATE TOP SLAB

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STEPS, SEE

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NOTE 2.

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ACCESS

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24" DIA.

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8"

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8"

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48" DIA. (MIN.)

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24" DIA.

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ACCESS

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OUTLET

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MORTAR ALL PIPE CONNECTIONS.

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2" MAX. CLEARANCE TO OUTSIDE OF PIPE.

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PROVIDE "V" KNOCKOUTS FOR PIPES WITH

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JOINT SEALANT BETWEEN PRECAST SECTIONS

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SHALL BE PREFORMED BUTYL RUBBER.

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ALL SECTIONS SHALL BE DESIGNED FOR

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COPOLYMER MANHOLE STEPS SHALL BE

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INSTALLED AT 12" O.C. FOR THE FULL

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SEE NOTE 4.

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5.

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4.

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3.

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HS-20 LOADING.

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DEPTH OF THE STRUCTURE.

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2.

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1.

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NOTES:

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%%UDRAIN MANHOLE DETAIL

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DRAIN MANHOLE FRAME AND COVER

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SHALL BE SET IN FULL MORTAR BED.

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ADJUST TO GRADE WITH CLAY BRICK AND

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MORTAR (2 BRICK COURSES TYPICALLY,

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5 BRICK COURSES MAXIMUM)

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DIA.

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VARIES

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SHELF TO BE CONCRETE

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FORMED AT A SLOPE OF

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1" PER FOOT.

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CATCH BASIN FRAME AND GRATE SHALL

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BE SET IN FULL MORTAR BED. ADJUST

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TO GRADE WITH CLAY BRICK AND

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MORTAR (2 BRICK COURSES TYPICALLY, 5

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BRICK COURSES MAXIMUM)

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%%UMANHOLE JOINT DETAILS

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PREFORMED FLEXIBLE

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JOINT SEALANT

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SEALANT

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BUTYL JOINT

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SCALE: N.T.S.

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SCALE: N.T.S.

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SCALE: N.T.S.

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(MIN.)

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%%UIN PAVED AREAS

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SHEETING IF USED

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SHALL BE LEFT IN

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VARIES

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THIS ELEVATION

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PLACE BELOW

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SHEETING AS

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REQUIRED

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OR SEWER

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%%UIN EARTH

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%%UIN ROCK

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DRAIN

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ROCK

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APPROVED SLOPE

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6" LOAM AND SEED OR

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PROTECTION

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6"

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%%UCROSS COUNTRY

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VARIES

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MATERIAL

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(4" MIN.)

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SCREENED GRAVEL

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BACKFILL MATERIAL

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DEPTH VARIES

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1"-0"

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1'-0"

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MIN.

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SAND BLANKET

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RESURFACING AS REQUIRED

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SUITABLE BACKFILL

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BASE COURSE

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2 1/2" MIN. PAVEMENT

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18" GRAVEL

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TRENCH WIDTH AND DEPTH TO BE IN ACCORDANCE WITH THE TELEPHONE COMPANY AND THE ELECTRIC COMPANY REQUIREMENTS AS APPLICABLE.

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FINISHED GROUND SURFACE

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BURIED CONDUIT MARKER

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PROPOSED CONDUITS FOR TELEPHONE, CABLE AND ELECTRICAL SERVICE

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6" MIN.

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6" MIN.

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PROVIDE 3" MIN. COVER OF CONCRETE

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COVER 3'-0" MIN.

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1'-0"

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DRAIN MANHOLE COVER SHALL HAVE A DIAMOND PATTERN, PICKHOLES & THE WORD "DRAIN" CAST IN 3" LETTERS (LEBARON LK 110-A).

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6.

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12" COMPACTED CRUSHED STONE (MASSDOT M2.01.4, CRUSHED STONE)

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12" COMPACTED CRUSHED STONE (MASSDOT M2.01.4, CRUSHED STONE)

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4.

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3.

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2.

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1.

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NOTES:

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5.

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ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING.

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PROVIDE DOGHOUSE OPENING FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. TOP SLAB SHALL NOT REST DIRECTLY ON PIPE. GROUT ALL PIPE CONNECTIONS (NON-SHRINK GROUT).

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JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER.

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CATCH BASIN FRAME AND GRATE (4" DEPTH) SHALL BE SET IN FULL MORTAR BED.

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ADJUST TO FINISH GRADE WITH CLAY BRICK AND MORTAR AS REQUIRED.

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%%UDOUBLE GRATE CATCH BASIN DETAIL

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22" x 44" OPENING

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IN TOP SLAB

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PLAN

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%%UCATCH BASIN SHALLOW COVER WITH HOOD

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SUBGRADE

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COMPACTED

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TYP.

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12"

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48" DIA. (MIN.)

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24"

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BASE SECTION

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4' MIN.

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INVERT

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TOP

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SLAB

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MONOLITHIC

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SEE NOTE 3

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HOOD

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SEE NOTE 4

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FINISH GRADE

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4.

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3.

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2.

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1.

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NOTES:

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5.

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30" (MIN.)

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ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING.

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PROVIDE DOGHOUSE OPENING FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. TOP SLAB SHALL NOT REST DIRECTLY ON PIPE. GROUT ALL PIPE CONNECTIONS (NON-SHRINK GROUT).

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JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER.

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CATCH BASIN FRAME AND GRATE (4" DEPTH) SHALL BE SET IN FULL MORTAR BED.

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ADJUST TO FINISH GRADE WITH CLAY BRICK AND MORTAR AS REQUIRED.

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SQUARE

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INVERT

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12" CRUSHED STONE (MASSDOT M2.01.4, CRUSHED STONE)

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SCALE: N.T.S.

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SCALE: N.T.S.

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LEBARON L24SG01 GRATE (2) AND LV2448-2 RECTANGULAR FRAME OR EQUAL.

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JLS

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- -

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10/7/2015

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27-135

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RECONFIGURATION

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DESCRIPTION

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SBS

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1

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1/8/18

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BY

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REV

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DATE

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BCM

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APP

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DWG. NO:

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DWG. TITLE:

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DESIGNED BY:

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PROJECT NO.:

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APPROVED BY:

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CHECKED BY:

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DATE:

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SCALE:

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DRAWN BY:

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APPLICANT:

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- -

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- -

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REVIEW COMMENTS

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SBS

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2

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1/19/18

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BCM

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REVIEW COMMENTS

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SBS

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3

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2/2/18

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BCM

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LEVELING PAD (AS SPECIFIED BY ENGINEER)

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DRAIN (AS SPECIFIED BY ENGINEER)

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DRAINSTONE (AASHTO NO. 57 OR EQUIVALENT) TO EXTEND AT LEAST 12" (305 MM) BEHIND BLOCKS. MATERIAL BELOW AND BEHIND THE WALL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS SPECIFIED IN THE GEOTECHNICAL REPORT

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NON-WOVEN GEOTEXTILE FABRIC (IF SPECIFIED BY ENGINEER BASED ON SITE SOIL CONDITIONS)

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FILL WEDGE BETWEEN ADJACENT BLOCKS WITH DRAINSTONE (ALL BLOCKS) FILL VERTICAL CORE SLOT WITH DRAINSTONE (PC BLOCKS)

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SOLID BOTTOM BLOCK BLOCK WIDTHS VARY WITH DESIGN

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MIDDLE BLOCK (TYPICAL) BLOCK WIDTHS VARY WITH DESIGN

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TOP BLOCK

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EXPOSED WALL (HEIGHT VARIES WITH DESIGN)

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MOVE BLOCKS FORWARD DURING INSTALLATION TO ENGAGE SHEAR KNOBS (TYPICAL)

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GRADE TO DRAIN SURFACE WATER AWAY FROM WALL

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RETAINED SOIL

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SETBACK = 1 " 58" (5° BATTER ANGLE ON WALL)

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BURY DEPTH

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NOTE: DESIGN OF PRECAST CONCRETE MODULAR BLOCK RETAINING WALL SHALL BE BY A PROFESSIONAL CIVIL STRUCTURAL ENGINEER REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS

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SCALE: N.T.S.

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PROP. FENCE OR GUARDRAIIL

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2'-0"

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MODULAR BLOCK GRAVITY RETAINING WALL DETAIL

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A

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SPILLWAY W/REINFORCED CONCRETE OR GRANITE SILL (REFER TO SPILLWAY DETAIL)

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2' MIN.

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E.S.H.G.W.

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REINFORCED CONCRETE OR GRANITE SILL

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2 YR. STORM ELEV.=59.57

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6" LOAMY SAND & SEED

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SPILLWAY ELEVATION

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"LOOKING UPSTREAM"

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6" CRUSHED STONE ( " TO 1 " DIA STONE)34" TO 1 " DIA STONE)12" DIA STONE)

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TOP OF DIKE

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%%USECTION A-A

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FABRIC

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FILTER

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FABRIC

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FILTER

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2'-0" MIN. BEYOND

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CARRY SPILLWAY

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DIKE

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DETENTION

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BASIN

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(SEE NOTE 1)

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18" OF RIP RAP STONE

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NOTE:

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GRANITE SILL

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CONCRETE OR

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REINFORCED

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2'-0" (TYP.)

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DIKE CREST

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6"

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OR GRANITE SILL

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REINFORCED CONCRETE

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2

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1

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(TYP.)

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%%USPILLWAY DETAIL

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GRAVEL

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2

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1

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A

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SCALE: N.T.S.

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LENGTH

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TOP OF DIKE

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15'-0" MIN.

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3

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1

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& SEED (TYP.)

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6" LOAM

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AND REPLACE WITH GRAVEL

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REMOVE UNSUITABLE MATERIAL

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AS DIRECTED

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GRAVEL AS DIRECTED

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12" COMPACTED

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%%UDETENTION AREA

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%%uDIKE SECTION

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%%UNOTES:

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%%UDEYENTION BASIN SECTION

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SCALE: N.T.S.

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SUPERGRO EROSION CONTROL FABRIC BY AMOCO OR APPROVED EQUAL OVER BERM AREA

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1

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3

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SEDIMENT FOREBAY

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FOREBAY ELEV.=58.00

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6" LOAM AND SEED

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(SEE DETAIL)

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SEDIMENT TRAP

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FLOW

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10' MIN.

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INVERT IN

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SPILLWAY ELEV.

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61.25

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SPILLWAY SCHEDULE

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LENGTH

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10 FT

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1.RIP RAP TO BE HAND CHINKED WITH A RIP RAP TO BE HAND CHINKED WITH A SMOOTH SURFACE ALONG THE TOP OF THE DIKE AND A ROUGH SURFACE ALONG THE DOWNSTREAM FACE AND TOE OF THE DIKE. STONE TO MEET MASSDOT (M2.02.3) REQUIREMENTS.

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100-YR FLOOD ELEV.

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61.43

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SEED WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES

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COMPACTED

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GRAVEL ASTM

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D2487 TYPE GM OR GC

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6" GRAVEL BORROW TYPE B (MASSDOT M1.03.0)

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18" CRUSHED STONE

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(MASSDOT M2.02.3)

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1.FILL AND BASE FOR DIKES SHALL INSURE WATER TIGHTNESS AND STABILITY. FILL AND BASE FOR DIKES SHALL INSURE WATER TIGHTNESS AND STABILITY. 2.BASIN SIDE SLOPES AND BOTTOM SHALL BE PROVIDED WITH 6" OF LOAMY SAND, SEEDED BASIN SIDE SLOPES AND BOTTOM SHALL BE PROVIDED WITH 6" OF LOAMY SAND, SEEDED AT A RATE OF 2 POUNDS OF RED TOP, 15 POUNDS OF CREEPING RED FESCUE AND 20 POUNDS TALL FESCUE PER ACRE. 3.THE CONTRACTOR SHALL NOT DISCHARGE SEDIMENT-LADEN WATER TO INFILTRATION BASIN THE CONTRACTOR SHALL NOT DISCHARGE SEDIMENT-LADEN WATER TO INFILTRATION BASIN COMPONENTS DURING CONSTRUCTION, INCLUDING DEWATERING OR TEMPORARY SURFACE RUNOFF. 4.ALL CONTRIBUTING AREAS TO THE BASIN SHALL BE FULLY STABILIZED PRIOR TO THE BASIN ALL CONTRIBUTING AREAS TO THE BASIN SHALL BE FULLY STABILIZED PRIOR TO THE BASIN BEING PLACED INTO SERVICE. 5.THE CONTRACTOR SHALL PROVIDE PROTECTION ABOVE AND AROUND THE INFILTRATION THE CONTRACTOR SHALL PROVIDE PROTECTION ABOVE AND AROUND THE INFILTRATION AREA OF THE BASIN FROM CONSTRUCTION VEHICLE ACTIVITY. NO HEAVY EQUIPMENT SHALL BE ALLOWED ON THE BASIN FLOORS AFTER INSTALLATION. CONTRACTOR SHALL MINIMIZE CONSTRUCTION EQUIPMENT TRAFFIC WITHIN THE BASIN AT ALL TIMES DURING AND AFTER CONSTRUCTION. 6.ALL FLARED END SECTIONS SHALL BE EQUIPPED WITH TRASH RACKS.ALL FLARED END SECTIONS SHALL BE EQUIPPED WITH TRASH RACKS.

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6"

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FILTER FABRIC

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12"

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6" CRUSHED STONE ( " TO 1 " DIA STONE)34" TO 1 " DIA STONE)12" DIA STONE)

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6" GRAVEL BORROW TYPE B (MASSDOT M1.03.0)

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D+2' MIN.

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D+2' MIN.

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D

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3

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1

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SCALE: N.T.S.

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%%UTYPICAL SEDIMENT TRAP DETAIL

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18" CRUSHED STONE

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(MASSDOT M2.02.3)

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10' MIN.

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JLS

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- -

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10/7/2015

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27-135

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RECONFIGURATION

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DESCRIPTION

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SBS

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1

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1/8/18

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BY

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REV

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DATE

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BCM

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APP

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DWG. NO:

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DWG. TITLE:

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DESIGNED BY:

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PROJECT NO.:

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APPROVED BY:

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CHECKED BY:

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DATE:

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SCALE:

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DRAWN BY:

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APPLICANT:

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- -

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- -

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REVIEW COMMENTS

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SBS

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2

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1/19/18

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BCM

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SBS

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3

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2/2/18

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BCM

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EL.=62.00

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(TYP.)

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LOAM

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EL.=62.00

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SCALE: N.T.S.

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%%UOUTLET CONTROL STRUCTURE

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24" COVER (BOLT ON) CAST INTO STRUCTURE CONTROL ON BOTH SIDES OF BAFFLE WALL

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8"

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3'-10"

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3'-10"

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4" PRECAST CONC. BAFFLE WALL

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12" HDPE INV.=58.80

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1'x2' OPENING BOTTOM ELEV.=60.50

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TOP OF BAFFLE WALL ELEV.=61.75

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1"

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6"

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1'x5' WIDE OPENING BOTTOM ELEV.=59.50

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6" CRUSHED STONE ( " STONE)34" STONE)

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BOTTOM OF BASIN ELEV.=58.00

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R=63.00

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BOTTOM OF STRUCTURE ELEV.=57.50

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24" COVER (BOLT ON) CAST INTO STRUCTURE CONTROL ON BOTH SIDES OF BAFFLE WALL

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4" PRECAST CONC. BAFFLE WALL

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9'-0"

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8'-0"

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8'-0"

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7'-0"

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FLOW

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12" HDPE

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%%USECTION B-B

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%%USECTION A-A

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1'x5' WIDE OPENING BOTTOM ELEV.=59.50

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STAINLESS STEEL GRATING WITH 1" OPENINGS

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%%USECTION C-C

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ELEV.=63.00

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1'x2' OPENING BOTTOM ELEV.=60.50

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B

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TOP OF BAFFLE WALL ELEV.=61.75

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B

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7'-0"

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C

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A

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A

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C

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3

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(SEE DETAIL)

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SEDIMENT TRAP

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FLOW

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FLARED-END

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SECTION

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FLARED-END SECTION SEE NOTE 6 THIS SHEET

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TOP OF BERM ELEV.=59.00

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100 YR. FLOOD ELEV.=61.43

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FLARED END SECTION SEE NOTE 6 THIS SHEET

CULTEC RECHARGER® 150XLHD SPECIFICATIONS

GENERAL

CULTEC RECHARGER® 150XLHD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS

MAY BE USED FOR RETENTION, RECHARGING, DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF.

CHAMBER PARAMETERS

1. THE CHAMBERS WILL BE MANUFACTURED IN THE U.S.A. BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832)

2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE

(HMWHDPE.)

3. THE CHAMBER WILL BE ARCHED IN SHAPE.

4. THE CHAMBER WILL BE OPEN-BOTTOMED.

5. THE CHAMBER WILL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLY

SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS.

6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 150XLHD SHALL BE 18.5 INCHES (470 mm) TALL, 33 INCHES

(838 mm) WIDE AND 11 FEET (3.35 m) LONG. THE INSTALLED LENGTH OF A JOINED RECHARGER 150XLHD SHALL BE 10.25 FEET

(3.12 m).

7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 12 INCHES (300 mm).

8. THE CHAMBER WILL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV® FC-24 FEED CONNECTORS TO CREATE AN INTERNAL

MANIFOLD. THE NOMINAL INSIDE DIMENSIONS OF EACH SIDE PORTAL WILL BE 8.5 INCHES (216 mm) HIGH BY 12 INCHES (304 mm)

WIDE. MAXIMUM ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THE SIDE PORTAL IS 10.25 INCHES (260 mm).

9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV® FC-24 FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16

INCHES (406 mm) WIDE AND 24.2 INCHES (615 mm) LONG.

10. THE NOMINAL STORAGE VOLUME OF THE RECHARGER 150XLHD CHAMBER WILL BE 2.650 FT³ / FT (0.246 m³ / m) - WITHOUT

STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 150XLHD SHALL BE 27.16 FT3 / UNIT (0.77 m³ / UNIT) -

WITHOUT STONE.

11. THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR WILL BE 0.913 FT³ / FT (0.085 m³ / m) - WITHOUT STONE.

12. THE RECHARGER 150XLHD CHAMBER WILL HAVE THIRTY DISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE UNIT'S

CORE TO PROMOTE LATERAL CONVEYANCE OF WATER.

13. THE RECHARGER 150XLHD CHAMBER SHALL HAVE 20 CORRUGATIONS.

14. THE ENDWALL OF THE CHAMBER, WHEN PRESENT, WILL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT.

SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT.

15. THE RECHARGER 150XLRHD STAND ALONE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED

INTEGRAL ENDWALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE ENDWALLS.

16. THE RECHARGER 150XLSHD STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL

ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 10 INCHES (254 mm) HIGH

X 20.5 INCHES (521 mm) WIDE.

17. THE RECHARGER 150XLIHD INTERMEDIATE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY OPEN ENDWALL

AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 10 INCHES (254 mm) HIGH X 20.5

INCHES (521 mm) WIDE.

18. THE RECHARGER 150XLEHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL

ENDWALL AND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE END PLATES OR END WALLS.

19. THE HVLV® FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND HAVING

NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE RECHARGER

150XLHD AND ACT AS CROSS FEED CONNECTIONS.

20. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS.

21. HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER.

22. THE CHAMBER WILL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS

AN OPTIONAL INSPECTION PORT OR CLEAN-OUT.

23. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION.

24. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY.

25. THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S

RECOMMENDED INSTALLATION INSTRUCTIONS.

26. MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 FEET (3.65 m).

CULTEC NO. 66™ WOVEN GEOTEXTILE

GENERAL

CULTEC NO. 66™ WOVEN GEOTEXTILE IS UTILIZED AS AN UNDERLAYMENT TO PREVENT SCOURING

CAUSED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING

THE CULTEC MANIFOLD FEATURE.

GEOTEXTILE PARAMETERS

1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832)

2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE.

3. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 315 LBS (1.40KN) PER ASTM D4632 TESTING METHOD.

4. THE GEOTEXTILE SHALL HAVE A TENSILE ELONGATION RESISTANCE OF 15% PER ASTM D4632 TESTING METHOD.

5. THE GEOTEXTILE SHALL HAVE A MULLEN BURST RESISTANCE OF 600PSI (4138 KPA) PER ASTM D3786 TESTING

METHOD.

6. THE GEOTEXTILE SHALL HAVE A TEAR RESISTANCE OF 115 LBS (0.51 KN) PER ASTM D4533 TESTING METHOD.

7. THE GEOTEXTILE SHALL HAVE A PUNCTURE RESISTANCE OF 150 LBS (0.66 KN) PER ASTM D4833 TESTING

METHOD.

8. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 900 LBS (4.00 KN) PER ASTM D6241 TESTING

METHOD.

9. THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 70% @ 500 HRS. PER ASTM D4355 TESTING METHOD.

10. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.05 SEC-1 PER ASTM D4491 TESTING METHOD.

11. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 4 GPM/FT2 (160 LPM/M2) PER ASTM D4491 TESTING

METHOD.

12. THE GEOTEXTILE SHALL HAVE A PERCENT OPEN AREA OF <1% PER CW-02215 TESTING METHOD.

13. THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE (0.425 MM) PER ASTM D4751

TESTING METHOD.

14. THE GEOTEXTILE SHALL CONSIST OF A 100% HIGH-TENACITY, SILT-FILM POLYPROPYLENE YARNS.

CULTEC HVLV® FC-24 FEED CONNECTOR PRODUCT SPECIFICATIONS

GENERAL

CULTEC HVLV FC-24 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD FOR CULTEC

RECHARGER 150XLHD STORMWATER CHAMBERS.

CHAMBER PARAMETERS

1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832)

2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY

POLYETHYLENE (HMWHDPE).



5. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTOR SHALL BE 12 INCHES (305 MM)

TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (614 mm) LONG.

6. THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR WILL BE 0.913 FT3 / FT (0.085 m³ / m) -

WITHOUT STONE.

7. THE HVLV FC-24 FEED CONNECTOR CHAMBER SHALL HAVE 2 CORRUGATIONS.

8. THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND

HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE

CULTEC RECHARGER STORMWATER CHAMBER AND ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL

MANIFOLD.



10.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY.

6.0" [152 mm] MIN.

18.5" [470 mm]

6.0" [152 mm] MIN.

39.0" [991 mm]

CENTER TO CENTER

33.0" [838 mm]12.0" [305 mm] MIN.

6.0" [152 mm] MIN.

12.0' [3.65m] MAX.

BURIAL DEPTH

CULTEC NO. 410 NON-WOVEN GEOTEXTILE

AROUND STONE. TOP AND SIDES ARE

MANDATORY; BOTTOM PER ENGINEER'S

DESIGN PREFERENCE

NATURALLY COMPACTED FILL

FINISHED GRADE

1 - 2 INCH [25- 51 mm] DIA.

WASHED, CRUSHED STONE

CULTEC HVLV FC-24

FEED CONNECTOR WHERE SPECIFIED

RECHARGER 150XLHD

HEAVY DUTY CHAMBER

DESIGN ENGINEER RESPONSIBLE FOR ENSURING THE

REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS (TYP.)

CULTEC NO. 66 WOVEN GEOTEXTILE (FOR SCOUR

PROTECTION) TO BE PLACED BENEATH INTERNAL

MANIFOLD FEATURE AND BENEATH ALL

INLET/OUTLET PIPES

GENERAL NOTES

RECHARGER 150XLHD BY CULTEC, INC. OF BROOKFIELD, CT.

STORAGE PROVIDED = 4.89 CF/FT (0.45 m³/m) PER DESIGN UNIT.

REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATION

GUIDELINES.

MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 '(3.65m).

THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS

WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED

INSTALLATION INSTRUCTIONS.

ALL RECHARGER 150XLHD HEAVY DUTY UNITS ARE MARKED WITH A

COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE

CHAMBER.

ALL RECHARGER 150XLHD CHAMBERS MUST BE INSTALLED IN

ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL

REGULATIONS.

CULTEC RECHARGER 150XLHD CHAMBER STORAGE = 2.65 CF/FT [0.245 m³/m]

INSTALLED LENGTH ADJUSTMENT = 0.75' [0.23 m]

ALL RECHARGER 150XLHD HEAVY-DUTY UNITS ARE MARKED WITH A COLORED

STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER.

SIDE PORTAL ACCEPTS CULTEC HVLV FC-24 FEED CONNECTOR.

6.0" [150 mm] DIA.

INSPECTION PORT

33.0" [838 mm]

INSTALLED LENGTH = 123.0" [3125 mm]

132.0" [3353 mm]

20.5" [521 mm]

10.0" [254 mm]

18.5" [470 mm]

MODEL 150XLRHD STAND ALONE

MODEL 150XLSHD STARTER

LARGE RIBSMALL RIB

LARGE RIBSMALL RIB

MODEL 150XLIHD INTERMEDIATE

MODEL 150XLEHD END

LARGE RIBSMALL RIB

LARGE RIBSMALL RIB

62.5" [1589 mm] 59.5" [1510 mm]

SMALL RIB

LARGE RIB

SIDE PORTAL FOR OPTIONAL

INTERNAL MANIFOLD

(ACCOMMODATES CULTEC HVLV

FC-24 FEED CONNECTOR OR

10.25 INCH (260 mm) MAX. O.D PIPE)


UNITS ARE USED AS MIDDLE

SECTIONS TO EXTEND THE

LENGTH OF A LINE.

MODEL 150XLEHD UNITS

ARE USED TO END THE

LENGTH OF A LINE.

MODEL EHD

SMALL RIB

END DETAIL

LARGE RIB

END DETAIL


UNITS ARE USED

TO BEGIN A LINE.

MODEL SHD

MODEL IHD

MODEL RHD


UNITS ARE USED AS SINGLE

STAND ALONE SECTIONS.

MODEL 150XLSHD

HIDDEN END

MODEL 150XLIHD

HIDDEN END

MODEL 150XLIHD

MODEL 150XLEHD

CULTEC HVLV FC-24

FEED CONNECTOR

TRIM PORTAL TO UTILIZE

INTERNAL MANIFOLD FEATURE

CULTEC HVLV FC-24

FEED CONNECTOR

PIPE DESIGN AND ELEVATION TBD BY ENGINEER.

PIPE TO BE INSERTED 8.0 INCHES [203 mm] MIN. INTO CHAMBER

MAX. 12.0 INCHES [300 mm] PIPE I.D. ALLOWED IN ENDWALL

FINISHED GRADE



AROUND STONE. TOP AND SIDES ARE

MANDATORY; BOTTOM PER ENGINEER'S

DESIGN PREFERENCE

6.0 INCH [152 mm] MIN. DEPTH OF

1-2 INCH [25-51 mm] WASHED CRUSHED

STONE BENEATH AND ABOVE CHAMBERS

CULTEC RECHARGER 150XLHD

HEAVY-DUTY CHAMBER

12.0 INCH [305 mm] MIN. WIDTH OF 1-2 INCH

[25-51 mm] WASHED CRUSHED STONE

BORDER SURROUNDING ALL CHAMBERS

CULTEC HVLV FC-24 FEED CONNECTOR

WHERE SPECIFIED

6.0' [1.8 m] MIN.

CULTEC NO. 66 WOVEN GEOTEXTILE

PLACED BENEATH FEED CONNECTORS

10.0' [3.0 m] MIN.


PLACED BENEATH INLET PIPES

FINISHED GRADE

6.0" [150 mm] SDR-35 / SCH 40 PVC

(INSERTED 8.0" [203 mm] INTO CHAMBER)

TRIM CHAMBER INSPECTION PORT KNOCK-OUT TO

MATCH O.D. OF 6.0" [150 mm] INSPECTION PORT PIPE

6.0" [150 mm] SDR-35 / SCH. 40 PVC COUPLING

6.0" [150 mm] SDR-35 / SCH. 40 PVC RISER

6.0" [150 mm] SDR-35 / SCH. 40 PVC ENDCAP

CLEAN-OUT ADAPTER W/ SCREW-IN CAP

OPTIONAL INSPECTION PORT

(SEE DETAIL )

FINISHED GRADE


CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND

STONE. TOP AND SIDES ARE MANDATORY; BOTTOM

PER ENGINEER'S DESIGN PREFERENCE

1-2" [25-51 MM] WASHED, CRUSHED

STONE SURROUNDING CHAMBERS

RECHARGER 150XL HEAVY DUTY CHAMBER


PIPE TO BE INSERTED 8.0" [203 mm] MIN. INTO STRUCTURE

AND 8.0" [203 mm] MIN. INTO CHAMBER

300 mm

MAX. INLET

12.0' [3.65m] MAX.

BURIAL DEPTH

CULTEC NO. 66 WOVEN GEOTEXTILE (FOR SCOUR

PROTECTION) TO BE PLACED BENEATH INTERNAL

MANIFOLD FEATURE AND BENEATH ALL

INLET/OUTLET PIPES

SIDE PORTAL TO BE CUT IN FIELD TO ALLOW FOR

HVLV FC-24 FEED CONNECTOR AS NEEDED. CUT

SHALL BE WITHIN 1/4" [6 mm] TOLERANCE OF

SIDE PORTAL TRIM GUIDELINE

PIPE PER ENGINEER DESIGN

(MAX. O.D. = 10.25 INCHES [260 mm])

(SEE FIGURE 1)

INLET

STRUCTURE

CULTEC HVLV FC-24

FEED CONNECTOR

CULTEC RECHARGER

150XLHD CHAMBER

CULTEC HVLV FC-24

FEED CONNECTOR

CULTEC RECHARGER

150XLHD CHAMBER

INLET

STRUCTURE


(MAX. INLET = 12 INCHES [300 mm])

MAX. PIPE

O.D.= 10.25 INCHES

[260 mm]

16.0" [406 mm]

12.0" [305 mm]

24.2" [614 mm]

MODEL FC 24

CULTEC FC

CULTEC RECHARGER 150XLHD HEAVY DUTY END DETAIL INFORMATION

CULTEC RECHARGER 150XLHD HEAVY DUTY TYPICAL INTERLOCK

CULTEC RECHARGER 150XLHD HEAVY DUTY PLAN VIEWCULTEC INTERNAL MANIFOLD - OPTIONAL INSPECTION PORT DETAIL

CULTEC RECHARGER 150XLHD HEAVY DUTY TYPICAL CROSS SECTION

CULTEC HVLV FC-24

FEED CONNECTOR THREE VIEW

CULTEC RECHARGER 150XLHD HEAVY DUTY THREE VIEW

CULTEC TYPICAL INLET CONNECTION

GENERAL NOTES

FIGURE 1

ZOOM OF SIDE PORTAL SHOWING MAX. PIPE O.D.

THIS DRAWING WAS PREPARED TO SUPPORT THE DESIGN ENGINEER FOR THE PROPOSED SYSTEM. IT IS THE

ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM'S DESIGN IS IN

FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. IT IS THE DESIGN ENGINEER'S RESPONSIBILITY

TO ENSURE THAT THE CULTEC PRODUCTS ARE DESIGNED IN ACCORDANCE WITH CULTEC'S MINIMUM REQUIREMENTS.

CULTEC INC. DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE

FOR ALL DESIGN DECISIONS.

[email protected]

CULTEC

TM

CULTEC, Inc.

P.O. Box 280

878 Federal Road

Brookfield, CT 06804

PH: (203) 775-4416

PH: (800) 4-CULTEC

FX: (203) 775-1462

Subsurface Stormwater Management SystemsPROJECT NO:

DESIGNED BY:

SCALE:

DATE:

DRAWN BY:

SHEET NO:

CULTEC RECHARGER® 150XLHD

RECHARGER 150XLHD

DETAIL SHEET

NON-TRAFFIC APPLICATION

CULTEC, INC

N.T.S.

02/2016

TECH

C-7

OPTIONAL INSPECTION PORT - ZOOM DETAIL

AutoCAD SHX Text

9.0

AutoCAD SHX Text

150XLHD

AutoCAD SHX Text

3.0

AutoCAD SHX Text

150XLHD

AutoCAD SHX Text

6.0

AutoCAD SHX Text

150XLHD

AutoCAD SHX Text

8.0

AutoCAD SHX Text

150XLHD

AutoCAD SHX Text

9.0

AutoCAD SHX Text

150XLHD

AutoCAD SHX Text

4.0

AutoCAD SHX Text

150XLHD

AutoCAD SHX Text

2.0

AutoCAD SHX Text

150XLHD

AutoCAD SHX Text

7.0

AutoCAD SHX Text

150XLHD

AutoCAD SHX Text

1.0

AutoCAD SHX Text

150XLHD

AutoCAD SHX Text

5.0

AutoCAD SHX Text

150XLHD

AutoCAD SHX Text

10.0

AutoCAD SHX Text

150XLHD


MAX. O.D. = 11.75 INCHES [298 mm]

(SEE FIGURE 1)

HVLV FC-24

FEED CONNECTOR

CULTEC RECHARGER

330XLHD CHAMBER

HVLV FC-24

FEED CONNECTOR

INLET STRUCTURE

CULTEC RECHARGER

330XLHD CHAMBER

FIGURE 1

INLET STRUCTURE

ZOOM OF SIDE PORTAL SHOWING MAX. PIPE O.D.

MAX. PIPE

O.D.= 11.75 INCHES

[298 mm]

PIPE DESIGN AND ELEVATION

TBD BY ENGINEER. PIPE TO BE

INSERTED A 8.0" [203 MM] MIN.

INTO STRUCTURE AND 8.0"

[203 MM] MIN. INTO CHAMBER.

MAX. PIPE SIZE = 24.0" [600 MM]

ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED

WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE

LENGTH OF THE CHAMBER.

ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED IN

ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND

FEDERAL REGULATIONS

GENERAL NOTES

RECHARGER 330XL HD BY CULTEC, INC. OF BROOKFIELD, CT.

STORAGE PROVIDED = 11.32 CF/FT [1.05 m³/m] PER DESIGN UNIT.

REFER TO CULTEC, INC.'S CURRENT RECOMMENDED

INSTALLATION GUIDELINES.

THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC

LOADS WHEN INSTALLED ACCORDING TO CULTEC'S

RECOMMENDED INSTALLATION INSTRUCTIONS

6.0" [152 mm] MIN.

30.5" [775 mm]

6.0" [152 mm] MIN.

12.0' [3.66 m]

MAX. BURIAL DEPTH

58.0" [1473 mm] MIN.

CENTER TO CENTER

52.0" [1321 mm]12.0" [305 mm] MIN.

6.0" [152 mm] MIN.

RECHARGER 330XLHD

HEAVY DUTY CHAMBER


FINISHED GRADE

CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND

SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE

HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED

1-2 INCH [25-51 mm] DIA. WASHED,

CRUSHED STONE

CULTEC NO. 66 WOVEN GEOTEXTILE (FOR SCOUR PROTECTION) TO BE

PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL

INLET/OUTLET PIPES

DESIGN ENGINEER RESPONSIBLE FOR ENSURING THE

REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS (TYP.)



LARGE RIBSMALL RIB

LARGE RIBSMALL RIB


MODEL 330XLEHD END

LARGE RIBSMALL RIB

LARGE RIBSMALL RIB

CULTEC RECHARGER 330XLHD CHAMBER STORAGE = 7.459 CF/FT [0.693 m³/m]

INSTALLED LENGTH ADJUSTMENT = 1.5' [0.46 m]

SIDE PORTAL ACCEPTS CULTEC HVLV FC-24 FEED CONNECTOR

102.0" [2591 mm]

INSTALLED LENGTH = 84.0" [2133 mm]

52.0" [1321 mm]

30.5" [775 mm]

14.0" [356 mm]

52.0" [1321 mm]

34.5" [876 mm]

42.0" [1066 mm] 42.0" [1066 mm]

LARGE RIB

SMALL RIB

SIDE PORTAL FOR OPTIONAL

INTERNAL MANIFOLD

(ACCOMMODATES CULTEC HVLV

FC-24 FEED CONNECTOR OR

11.75 INCH [298 mm] MAX. O.D. PIPE

6.0" [152 mm] DIA.

INSPECTION PORT

17.0" [432 mm]

17.0" [432 mm]


UNITS ARE USED AS MIDDLE

SECTIONS TO EXTEND THE

LENGTH OF A LINE.

MODEL 330XLEHD END UNITS

ARE USED TO END THE LENGTH

OF A LINE.


UNITS ARE USED

TO BEGIN A LINE.

MODEL 330XLRHD STARTER

UNITS ARE USED AS SINGLE

STAND ALONE SECTIONS.

MODEL EHD

MODEL SHD

MODEL IHD

MODEL RHD

SMALL RIB

END DETAIL

LARGE RIB

END DETAIL

MODEL 330XLSHD

MODEL 330XLIHD

MODEL 330XLIHD

MODEL 330XLEHD

HIDDEN END

HIDDEN END

HVLV FC-24

FEED CONNECTOR

END OF RUN

HVLV FC-24

FEED CONNECTOR

TRIM CUT-OUT

TO UTILIZE INTERNAL

MANIFOLD FEATURE

BEGINNING OF RUN


PIPE TO BE INSERTED 8.0 INCHES [204 mm] MIN. INTO CHAMBER.

MAX. 24.0 INCHES [600 mm] I.D. ALLOWED IN ENDWALL

FINISHED GRADE

MIN. 95% COMPACTED FILL


AROUND STONE. TOP AND SIDES MANDATORY,

BOTTOM PER ENGINEER'S DESIGN PREFERENCE

6.0 INCH [152 mm] MIN. DEPTH OF


STONE BENEATH AND ABOVE CHAMBERS

CULTEC RECHARGER 330XLHD

HEAVY-DUTY CHAMBER

12.0 INCH [305 mm] MIN. WIDTH OF


STONE BORDER SURROUNDING ALL CHAMBERS

CULTEC HVLV FC-24 FEED CONNECTOR

WHERE SPECIFIED

10.0' [3.0 m] MIN.


PLACED BENEATH INLET PIPES

6.0' [1.8 m] MIN.


PLACED BENEATH FEED CONNECTORS

12.0' [3.66 m]

MAX. BURIAL DEPTH

OPTIONAL INSPECTION PORT

(SEE ZOOM DETAIL )

FINISHED GRADE

NATURALLY

COMPACTED FILL

CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND

STONE. TOP AND SIDES MANDATORY, BOTTOM PER

ENGINEER'S DESIGN PREFERENCE

PIPE DESIGN AND ELEVATION TBD BY ENGINEER. PIPE

TO BE INSERTED 8.0" [203 mm] MIN. INTO STRUCTURE

AND 8.0" [203 mm] MIN. INTO CHAMBER

1-2 INCH [25-51 mm] WASHED, CRUSHED

STONE SURROUNDING CHAMBERS

24.0" [600 mm]

MAX. INLET

RECHARGER 330XLHD

HEAVY DUTY CHAMBER

12.0" [305 mm] MIN.

6.0" [152 mm] MIN.

30.5" [775 mm]

6.0" [152 mm] MIN.

6.0" [152 mm] MIN.

CULTEC NO. 66 WOVEN GEOTEXTILE (FOR

SCOUR PROTECTION) TO BE PLACED BENEATH

INTERNAL MANIFOLD FEATURE AND BENEATH

ALL INLET/OUTLET PIPES

SIDE PORTAL TO BE CUT IN FIELD TO ALLOW FOR

HVLV FC-24 FEED CONNECTOR AS NEEDED.

CUT SHALL BE WITHIN 1/4" [6 mm] TOLERANCE

OF SIDE PORTAL TRIM GUIDELINE

CULTEC RECHARGER® 330XLHD PRODUCT SPECIFICATIONS

GENERAL

CULTEC RECHARGER 330XLHD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS

MAY BE USED FOR RETENTION, RECHARGING, DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF.

CHAMBER PARAMETERS

1. THE CHAMBERS WILL BE MANUFACTURED IN THE U.S.A. BY CULTEC, INC. OF BROOKFIELD, CT (203-775-4416 OR 1-800-428-5832).

2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK POLYETHYLENE.



5. THE CHAMBER WILL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLY

SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS

6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 330XLHD SHALL BE 30.5 INCHES (775 mm) TALL, 52 INCHES

(1321 mm) WIDE AND 8.5 FEET (2.59 m) LONG. THE INSTALLED LENGTH OF A JOINED RECHARGER 330XLHD SHALL BE 7 FEET (2.13

m).

7. MAXIMUM INLET OPENING ON THE CHAMBER END WALL IS 24 INCHES (600 mm).

8. THE CHAMBER WILL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV® FC-24 FEED CONNECTORS TO CREATE AN INTERNAL

MANIFOLD. THE NOMINAL DIMENSIONS OF EACH SIDE PORTAL WILL BE 10.5 INCHES (267 mm) HIGH BY 11.5 INCHES (292 mm)

WIDE. MAXIMUM ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THE SIDE PORTAL IS 11.75 INCHES (298 mm).

9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16

INCHES (406 mm) WIDE AND 24.2 INCHES (614 mm) LONG.

10.THE NOMINAL STORAGE VOLUME OF THE RECHARGER 330XLHD CHAMBER WILL BE 7.459 FT³ / FT (0.693 m³ / m) - WITHOUT

STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 330XLHD SHALL BE 52.213 FT³ / UNIT (1.478 m³ / UNIT) -

WITHOUT STONE.

11.THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR WILL BE 0.913 FT³ / FT (0.085 m³ / m) - WITHOUT STONE.

12.THE RECHARGER 330XLHD CHAMBER WILL HAVE FIFTY-SIX DISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE UNIT'S

CORE TO PROMOTE LATERAL CONVEYANCE OF WATER.

13.THE RECHARGER 330XLHD CHAMBER SHALL HAVE 16 CORRUGATIONS.

14.THE END WALL OF THE CHAMBER, WHEN PRESENT, WILL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT.

SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT.

15.THE RECHARGER 330XLRHD STAND ALONE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED

INTEGRAL END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS.

16.THE RECHARGER 330XLSHD STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL

END WALL AND ONE PARTIALLY FORMED INTEGRAL END WALL WITH A LOWER TRANSFER OPENING OF 14 INCHES (356 mm) HIGH

X 34.5 INCHES (876 mm) WIDE.

17.THE RECHARGER 330XLIHD INTERMEDIATE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY OPEN ENDWALL

AND ONE PARTIALLY FORMED INTEGRAL END WALL WITH A LOWER TRANSFER OPENING OF 14 INCHES (356 mm) HIGH X 34.5

INCHES (876 mm) WIDE.

18.THE RECHARGER 330XLEHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL END

WALL AND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE END PLATES OR END WALLS.

19.THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND HAVING NO

SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE RECHARGER 330XLHD

AND ACT AS CROSS FEED CONNECTIONS.

20.CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS.

21.HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER.

22.THE CHAMBER WILL HAVE A 6 INCH (152 mm) DIAMETER RAISED INTEGRAL CAP LOCATED ON TOP OF THE ARCH IN THE CENTER

OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-OUT.

23.THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION.

24.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY.

25.MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 FEET (3.66 m)

26.THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED

INSTALLATION INSTRUCTIONS.

CULTEC HVLV FC-24 FEED CONNECTOR PRODUCT SPECIFICATIONS

GENERAL

CULTEC HVLV FC-24 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD FOR CULTEC RECHARGER

MODEL 330XLHD STORMWATER CHAMBERS.

CHAMBER PARAMETERS

1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832)

2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE

(HMWHDPE).



5. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTOR SHALL BE 12 INCHES (305 mm)

TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (614 mm) LONG.

6. THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR WILL BE 0.913 FT³ / FT (0.085 m³ / m) - WITHOUT

STONE.

7. THE HVLV FC-24 FEED CONNECTOR CHAMBER SHALL HAVE 2 CORRUGATIONS.

8. THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND

HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE

CULTEC RECHARGER STORMWATER CHAMBER AND ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL

MANIFOLD.



10. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY.

CULTEC NO. 66™ WOVEN GEOTEXTILE

GENERAL

CULTEC NO. 66™ WOVEN GEOTEXTILE IS UTILIZED AS AN UNDERLAYMENT TO PREVENT SCOURING

CAUSED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING

THE CULTEC MANIFOLD FEATURE.

GEOTEXTILE PARAMETERS

1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832)

2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE.

3. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 315 LBS (1.40KN) PER ASTM D4632 TESTING METHOD.

4. THE GEOTEXTILE SHALL HAVE A TENSILE ELONGATION RESISTANCE OF 15% PER ASTM D4632 TESTING METHOD.

5. THE GEOTEXTILE SHALL HAVE A MULLEN BURST RESISTANCE OF 600PSI (4138 KPA) PER ASTM D3786 TESTING

METHOD.

6. THE GEOTEXTILE SHALL HAVE A TEAR RESISTANCE OF 115 LBS (0.51 KN) PER ASTM D4533 TESTING METHOD.

7. THE GEOTEXTILE SHALL HAVE A PUNCTURE RESISTANCE OF 150 LBS (0.66 KN) PER ASTM D4833 TESTING

METHOD.

8. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 900 LBS (4.00 KN) PER ASTM D6241 TESTING

METHOD.

9. THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 70% @ 500 HRS. PER ASTM D4355 TESTING METHOD.

10. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.05 SEC-1 PER ASTM D4491 TESTING METHOD.

11. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 4 GPM/FT2 (160 LPM/M2) PER ASTM D4491 TESTING

METHOD.

12. THE GEOTEXTILE SHALL HAVE A PERCENT OPEN AREA OF <1% PER CW-02215 TESTING METHOD.

13. THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE (0.425 MM) PER ASTM D4751

TESTING METHOD.

14. THE GEOTEXTILE SHALL CONSIST OF A 100% HIGH-TENACITY, SILT-FILM POLYPROPYLENE YARNS.

12.0" [305 mm]

24.2" [614 mm]

CULTEC FC-2416.0" [406 mm]

FINISHED GRADE

6.0" [150 mm] SDR-35 / SCH 40 PVC

(INSERTED 8.0" [203 mm] INTO CHAMBER)

TRIM CHAMBER INSPECTION PORT KNOCK-OUT TO

MATCH O.D. OF 6.0" [150 mm] INSPECTION PORT PIPE

6.0" [150 mm] SDR-35 / SCH. 40 PVC

COUPLING

6.0" [150 mm] SDR-35 / SCH. 40 PVC RISER

6.0" [150 mm] SDR-35 / SCH. 40 PVC ENDCAP

CLEAN-OUT ADAPTER W/ SCREW-IN CAP

CULTEC RECHARGER 330XLHD HEAVY DUTY END DETAIL INFORMATION

CULTEC RECHARGER 330XLHD HEAVY DUTY TYPICAL INTERLOCK

CULTEC INTERNAL MANIFOLD- OPTIONAL INSPECTION PORT DETAIL

CULTEC RECHARGER 330XLHD HEAVY DUTY TYPICAL CROSS SECTION

CULTEC RECHARGER 330XLHD HEAVY DUTY THREE VIEW

CULTEC RECHARGER 330XLHD HEAVY DUTY PLAN VIEW

CULTEC TYPICAL INLET CONNECTION

GENERAL NOTES

THIS DRAWING WAS PREPARED TO SUPPORT THE DESIGN ENGINEER FOR THE PROPOSED SYSTEM. IT IS THE

ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM'S DESIGN IS IN

FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. IT IS THE DESIGN ENGINEER'S RESPONSIBILITY

TO ENSURE THAT THE CULTEC PRODUCTS ARE DESIGNED IN ACCORDANCE WITH CULTEC'S MINIMUM REQUIREMENTS.

CULTEC INC. DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE

FOR ALL DESIGN DECISIONS.

[email protected]

CULTEC

TM

CULTEC, Inc.

P.O. Box 280

878 Federal Road

Brookfield, CT 06804

PH: (203) 775-4416

PH: (800) 4-CULTEC

FX: (203) 775-1462

Subsurface Stormwater Management SystemsPROJECT NO:

DESIGNED BY:

SCALE:

DATE:

DRAWN BY:

SHEET NO:

CULTEC RECHARGER® 330XLHD

RECHARGER 330XLHD

DETAIL SHEET

NON- TRAFFIC APPLICATION

-

CULTEC, INC

N.T.S.

02/2016

TECH

C-8

CULTEC HVLV FC-24

FEED CONNECTOR THREE VIEW

OPTIONAL INSPECTION PORT- ZOOM DETAIL

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9.0

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330XLHD

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3.0

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330XLHD

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6.0

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330XLHD

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8.0

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330XLHD

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10.0

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330XLHD

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5.0

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330XLHD

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4.0

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330XLHD

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2.0

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330XLHD

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7.0

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330XLHD

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1.0

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330XLHD

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9.0

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330XLHD

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Norwell, MA 02061

Ph: 781-792-3900

www.mckeng.com

KN

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C-9


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CONCRETE BACKING AGAINST

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UNDISTURBED MATERIAL *

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%%UTYPICAL WATER MAIN THRUST BLOCK

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2'-0" FROM

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CURBING

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%%UCOPPER SERVICE CONNECTION

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N.T.S.

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5'-0" MIN.

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WATER MAIN

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COVER

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GRADE

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TYPE K COPPER

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SERVICE

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CORP. STOP

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CURBING

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%%USECTION DETAILS

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MAXIMUM SIZE

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TAPPED CONNECTION

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WATER MAIN

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DIAMETER

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4"

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6"

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8"

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12"

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MAXIMUM TAP

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DIAMETER

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1/2"

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3/4"

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3/4"

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1"

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*

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NOT TO SCALE

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D

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%%UTYPICAL WATER MAIN PLUG

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MAX.

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45%%d

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H

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2

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MAX.

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NOT TO SCALE

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H

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45%%d

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MAX.

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%%UGENERAL NOTES

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THRUST BLOCK BEARING AREAS FOR WATER PIPE

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TABLE OF BEARING AREAS IN SQ. FT. AGAINST

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TEES AND PLUGS

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ENCASED IN CONCRETE. BEARING AREAS MAY BE DIREGARDED FOR TRENCHES

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WORKING DRAWINGS FOR EACH THRUST BLOCK TO THE ENGINEER FOR

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THE CONTRACTOR SHALL SUBMIT 2 WEEKS IN ADVANCE OF PLACEMENT,

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THE PIPE. HOWEVER, CONCRETE BACKING SHALL BE PLACED BETWEEN THE

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IN ROCK WHERE THE TOP OF THE ROCK FACE IS AT OR ABOVE THE CROWN OF

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AND INTERNAL WATER PRESSURE OF 150 P.S.I.G. JOINTS SHALL NOT BE

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BEARING AREAS BASED ON HORIZONTAL PASSIVE SOIL PRESSURE OF 2000 P.S.F.

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FOR FITTINGS WITH LESS THAN 45 DEFLECTION, USE BEARING AREAS FOR

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THOSE GIVEN WILL REQUIRE LARGER BEARING AREAS.

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GRANULAR, 9 OR MORE BLOWS PER FOOT. SOIL CONDITIONS OTHER THAN

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* TYPE OF SOIL IS MEDIUM CLAYEY, 6 OR MORE BLOWS PER FOOT, OR LOOSE

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UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS*

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4. ALL TEES, GATE VALVES, HYDRANTS AND FITTINGS SHALL BE

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JOINT TAPPING VALVE

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PROPOSED WATER MAIN

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PROPOSED WATER MAIN

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MECHANICAL JOINT / PUSH-ON

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VALVE BOX OR VALVE INDICATOR

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* SEE TABLE ON THRUST BLOCK BEARING AREAS

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FOR THE AREA OF CONCRETE REQUIRED.

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%%UTYPICAL WATER MAIN BEND

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UNDER ACCESS PIPE ON COMPACTED

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PLACE MASONRY BLOCK FRAME

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%%uTYPICAL TAPPING SLEEVE AND VALVE

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BOXES TO BE INSTALLED IN

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TO BUILDING SERVICE

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STANDARD VALVE BOX

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& COVER IN SIDEWALK

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CURB STOP

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STREET

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SIDEWALK

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FILL. DO NOT REST ON VALVE

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%%UTHRUST BLOCK DETAILS

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WHERE NO PAVED SIDEWALK

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EXIST CURB STOPS & VALVE

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NOTE:

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MECHANICAL JOINT

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TAPPING SLEEVE

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NOT TO SCALE

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EXIST. WATER MAIN

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NOT TO SCALE

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POST AS REQUIRED

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EXIST. WATER MAIN

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* SEE TABLE ON THRUST BLOCK BEARING AREAS

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FOR THE AREA OF CONCRETE REQUIRED.

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%%uTYPICAL WATER MAIN TEE

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%%UTHRUST BLOCK DETAILS

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H

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WATER MAIN

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NOT TO SCALE

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WATER MAIN

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H

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2

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MAX.

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GROUND SURFACE

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APPROVAL PRIOR TO INSTALLATION.

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PIPE AND THE ROCK FACE.

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MAX.

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45%%d

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3.

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45 BEND.

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NOTES:

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2.

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1.

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8

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6

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(IN.)

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SIZE OF MAIN

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16

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12

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MAX.

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45%%d

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TEE

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6

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4

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21

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12

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BEND

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90

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o

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CAST IRON VALVE

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WATER MAIN

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BOX AND COVER

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1/2 C.Y. OF CRUSHED

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STONE 6" ABOVE DRAIN

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NOT TO SCALE

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PROVIDE 12" SQ. BY

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4" THICK CONC. BASE

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%%uHYDRANT DETAIL

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UNDISTURBED

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SIDE OF TRENCH

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VALVE ANCHORING

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TEE

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CONC. THRUST

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BLOCK

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FINISHED GRADE

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4

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2.5

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16

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9

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12

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7

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3

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2

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o

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BEND

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45

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MECHANICAL JOINTS WITH MEGA-LUGS.

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5. THRUST BLOCKS SHALL BE BARREL BLOCKS.

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WITH HALF LAPPED, 10 MIL.

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BARS AND 2" INTO CONCRETE

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WRAP EXPOSED PORTIONS OF

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PVC TAPE

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COVER AS REQUIRED

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2 #6 BARS

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8 #4 BARS

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1'-0" MIN.

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CLEAR OF CONCRETE

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NUTS SHALL BE KEPT

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FLANGES, BOLTS, &

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B

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A

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2" TYP

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VALVE BOX

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ADJUSTABLE

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FINISHED GROUND SURFACE

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ANCHOR BLOCK DIMENSIONS (FT.)

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1.5

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2.O

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3.0

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3.0

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3.0

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3.5

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12"

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10"

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8"

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6"

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4"

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3"

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A

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SIZE OF GATE VALVE

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1.5

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1.5

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1.5

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2.0

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2.0

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1.5

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B

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200 PSI TEST

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2.5

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2.5

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2.0

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2.0

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2.0

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2.0

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250 PSI TEST

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NOT TO SCALE

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%%uWATER GATE DETAIL

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ALL WATER MAIN MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE AQUARION WATER COMPANY RULES AND REGULATIONS.

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6" CLDI PIPE CLASS 52

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* WHERE THE SIZE OF THE CONNECTION EXCEEDS THAT GIVEN IN THE TABLE A BOSS SHALL BE PROVIDED OR THE TAP SHALL BE MADE BY MEANS OF MUTIPLE CORP. STOPS AND BRANCH FITTINGS, TAPPED TEE, OR TAPPED SADDLE.

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1.IF SHEETING IS USED, IT SHALL BE CUT OFF NO MORE THAN 12" IF SHEETING IS USED, IT SHALL BE CUT OFF NO MORE THAN 12" ABOVE TOP OF PIPE. 2.ALL PIPES SHALL BE PRESSURE TESTED AT 200 PSI WORKING ALL PIPES SHALL BE PRESSURE TESTED AT 200 PSI WORKING PRESSURE FOR A MINIMUM DURATION OF TWO HOUR. 3.WATER SYSTEM IS TO BE DISINFECTED TO 50 P.P.M. AVAILABLE WATER SYSTEM IS TO BE DISINFECTED TO 50 P.P.M. AVAILABLE CHLORINE AND AFTER 24 HOURS TO 25 P.P.M. OR AS REQUIRED BY THE AQUARION WATER COMPANY. 4.WATER PIPE IS TO BE CEMENT LINED DUCTILE IRON "TYTON" OR EQUAL WATER PIPE IS TO BE CEMENT LINED DUCTILE IRON "TYTON" OR EQUAL TYPE JOINT, CONFORMING TO A.N.S.I./A.W.W.A. C150/A21.50, CLASS 52, AS APPROVED BY THE AQUARION WATER COMPANY. 5.ALL PIPING SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH ALL PIPING SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH A.W.W.A. STANDARDS PRIOR TO PAVING IF PAVING ABOVE TRENCH IS REQUIRED.

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6.BACKFILL IS TO BE COMPACTED TO 90% MAXIMUM DRY DENSITY BY BACKFILL IS TO BE COMPACTED TO 90% MAXIMUM DRY DENSITY BY AASHTO T-180 D. 7.ALL WATER PIPE SHALL BE LAID WITH A MINIMUM OF 5 FEET OF COVER ALL WATER PIPE SHALL BE LAID WITH A MINIMUM OF 5 FEET OF COVER OF APPROVED MATERIALS. 8.ALL HYDRANT LOCATIONS ARE TO BE APPROVED BY FIRE DEPARTMENT. ALL HYDRANT LOCATIONS ARE TO BE APPROVED BY FIRE DEPARTMENT. 9.RESULTS FROM PRESSURE TESTING AND DISINFECTION SHALL BE RESULTS FROM PRESSURE TESTING AND DISINFECTION SHALL BE FURNISHED TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO WATER BEING TURNED ON 10.ALL WORK SHALL BE IN CONFORMANCE WITH THE AQUARION WATER ALL WORK SHALL BE IN CONFORMANCE WITH THE AQUARION WATER COMPANY STANDARDS. 11.ALL PERMITS REQUIRED FOR STREET OPENINGS AND WATER MAIN TAPPING ALL PERMITS REQUIRED FOR STREET OPENINGS AND WATER MAIN TAPPING MUST BE OBTAINED. 12.NO WATER WILL BE TURNED ON IN THE PROJECT WITHOUT AQUARION NO WATER WILL BE TURNED ON IN THE PROJECT WITHOUT AQUARION WATER COMPANY APPROVAL.

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JLS

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- -

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10/7/2015

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27-135

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RECONFIGURATION

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DESCRIPTION

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SBS

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1

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1/8/18

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BY

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REV

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DATE

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BCM

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APP

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DWG. NO:

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DWG. TITLE:

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DESIGNED BY:

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PROJECT NO.:

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APPROVED BY:

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CHECKED BY:

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DATE:

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SCALE:

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DRAWN BY:

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APPLICANT:

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- -

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- -

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REVIEW COMMENTS

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SBS

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2

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1/19/18

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BCM

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REVIEW COMMENTS

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SBS

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3

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2/2/18

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BCM

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Norwell, MA 02061

Ph: 781-792-3900

www.mckeng.com

KN

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C-10

ErosionControl Details

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12) GRADE SLOPES AND STABILIZE CUT AREAS AT TOE OF SLOPES. BLEND ALL SLOPES INTO

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6)

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CONSTRUCT CUT AND FILL AREAS, INSTALLING HAYBALE CHECK DAMS AT TOES OF ALL 3:1 OR GREATER SLOPES, AND AT ENDS OF ALL CUT AREAS. ALL FILL WILL BE INSTALLED USING 12" MAXIMUM COMPACTION LIFTS. PLACE ALL SLOPE PROTECTION WHERE INDICATED ON THE PLAN. THE STORMWATER EXTENDED DETENTION BASIN SHALL BE CONSTRUCTED IMMEDIATELY AFTER THE ROADWAY ROUGH GRADING IS COMPLETED AND THE AREA HAS BEEN CLEARED OF VEGETATION.

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4)

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EXCAVATE TOPSOIL AND SUBSOIL FROM CUT AND FILL AREAS AND STOCKPILE ON SITE IN LOCATIONS SHOWN ON THE PLAN. CONSIDERATION SHOULD BE GIVEN TO LOCATING STOCKPILES ON THE UPHILL SIDE OF DISTURBED AREAS, WHERE POSSIBLE, TO ACT AS TEMPORARY DIVERSIONS.

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PLACE SILTATION FENCE AND HAYBALE BARRIERS AT LOCATIONS INDICATED ON THE SITE PLANS.

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1)

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THE CONTRACTOR SHALL COORDINATE A PRE-CONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION ACTIVITY.

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STABILIZATION PRACTICES UTILIZED FOR THE PROJECT WILL INCLUDE TEMPORARY SEEDING, GEOTEXTILES (JUTE MESH), MULCHING, AND PERMANENT SEEDING.

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EROSION AND SEDIMENTATION CONTROL MEASURES.

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McKENZIE ENGINEERING GROUP, INC. FOR STRUCTURAL STABILIZATION AND DUST CONTROL

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REFER TO CONSTRUCTION PHASE BEST MANAGEMENT PRACTICES AS SPECIFIED IN

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"BEST MANAGEMENT PRACTICES OPERATION AND MAINTENANCE PLAN" PREPARED BY

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SECTION OF THIS PLAN.

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STABILIZATION MEASURES WHERE WARRANTED. REFER TO "EROSION AND SEDIMENT CONTROL"

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ROADWAY AND RELATED INFRASTRUCTURE.

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2)

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STABILIZATION PRACTICES FOR EROSION AND SEDIMENT CONTROL SHALL BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. REFER TO "EROSION AND SEDIMENTATION CONTROL" SECTION OF THIS PLAN.

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STRUCTURAL PRACTICES UTILIZED FOR THE PROJECT WILL INCLUDE SEDIMENT FENCE/HAYBALE BARRIER CONTROLS, STABILIZED CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION SWALES WITH STONE CHECK DAMS, SEDIMENT BASINS, AND INLET PROTECTION SUBJECT TO THE TOWN OF HINGHAM CONSERVATION COMMISSION APPROVAL.

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IN GENERAL, THE SMALLEST POSSIBLE AREA OF LAND SHALL BE EXPOSED AT ONE TIME. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHALL BE CONFINED TO A MAXIMUM PERIOD OF 3 MONTHS. LAND SHALL NOT BE EXPOSED DURING THE WINTER MONTHS. ANY DISTURBED AREAS WHICH ARE TO BE LEFT TEMPORARILY AND THAT WILL BE REGRADED AT A LATER DATE SHALL BE MACHINE HAY MULCHED AND SEEDED WITH WINTER RYE TO PREVENT EROSION.

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11) PLACE THE BITUMINOUS CONCRETE BINDER COURSE ON ROADWAYS.

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14)

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COMPLETE FINE GRADING OF SHOULDERS AND PLACE PAVEMENT IN MISCELLANEOUS AREAS.

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15)

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REMOVE TEMPORARY EROSION CONTROL DEVICES ONCE ADEQUATE GROWTH IS ESTABLISHED. ADEQUATE GROWTH IS DEFINED AS VEGETATION COVERING 75% OR MORE OF THE GROUND SURFACE.

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EXISTING TOPOGRAPHY AND LOAM AND SEED ALL DISTURBED AREAS. SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH JUTE MESH.

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CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AT WARD STREET.

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INSTALL CLOSED DRAINAGE SYSTEM AND OTHER UTILITIES. ALL CATCH BASINS SHALL BE COVERED WITH SILTSACK OR EQUIVALENT INLET PROTECTION.

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5)

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7)

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TO PREVENT EXCESSIVE EROSION AND SILTING, THE FOLLOWING CONSTRUCTION SEQUENCE COUPLED WITH OTHER WIDELY ACCEPTED PRINCIPALS FOR REDUCING EROSION AND SEDIMENTATION SHALL BE IMPLEMENTED IN THE DEVELOPMENT OF THE SITE.

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SCALE: N.T.S.

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26'

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%%U CONSTRUCTION SPECIFICATIONS: %%U

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%%USTABILIZED CONSTRUCTION ENTRANCE DETAIL

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%%uEROSION AND SEDIMENTATION CONTROL

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SCALE: N.T.S.

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%%uSILTATION FENCE

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%%uCONSTRUCTION SEQUENCE

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3) CLEAR AND GRUB UP AS REQUIRED FOR THE CONSTRUCTION OF THE

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10) PLACE GRAVEL SUBBASE PER CONSTRUCTION DRAWINGS.

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13) PLACE THE FINAL WEARING COURSE OF PAVEMENT.

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8) GRADE ROADWAY TO SUBGRADE ELEVATION AND CONSTRUCT SIDE SLOPES. APPLY TEMPORARY

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MINIMUM DEPTH OF 4".

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FLOW OR DRAINAGE.

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CONSTRUCTION NOTES:

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FENCE POSTS WITH WIRE TIES OR STAPLES.

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AND MID SECTION.

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CONSTRUCTION NOTES:

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1) WOVEN WIRE FENCE TO BE FASTENED SECURELY TO

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2) FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN

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WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP

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3) WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH

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OTHER, THEY SHALL BE OVERLAPPED BY 6 INCHES AND FOLDED.

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4) MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL

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REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

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ABUTTING THE ADJACENT BALES.

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1) BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY

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2) EACH BALE SHALL BE EMBEDDED IN THE SOIL A

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3) BALES SHALL BE SECURELY ANCHORED IN PLACE BY

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STAKES OR RE-BARS DRIVEN THROUGH THE BALES.

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THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD

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PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.

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4) INSPECTION SHALL BE FREQUENT, AND REPAIR OR

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REPLACEMENT SHALL BE MADE PROMPTLY AS REQUIRED.

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5) BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR

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USEFULLNESS, SO AS NOT TO BLOCK OR IMPEDE STORM

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TOGETHER.

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TOE OF SLOPE

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%%uPLAN

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EMBANKMENT

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%%UTEMPORARY EROSION CONTROL

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STAKES EA. BALE

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(2)2"X2"X3'

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EXIST.

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RESULTING GRADES AT TOE OF SLOPE

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*- VARIES DEPENDING ON HEIGHT OF

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EXIST. GROUND INTERSECTION.

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SLOPE AND STEEPNESS OF

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OVERLAP BALES

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%%USECTION

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GROUND

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%%USECTION

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6' %%P

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ROADWAY SLOPE OR

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EXISTING GROUND

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SLOPE

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HAY BALES

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STAKED

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OR IN WIDE DITCHES.

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WHERE EXIST. GROUND

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%%UPLAN

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TOE OF THE EMBANKMENT.

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SLOPES IN TOWARD THE

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TO BE USED IN LOCATIONS

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%%uNOTE:

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L

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FLOW

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FLOW

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TO BE USED AROUND CATCH BASINS.

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C SWALE

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%%uNOTE:

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CATCH BASIN

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FLOW

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FLOW

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CULVERT

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WHERE HEAVY FLOW MAY BE ANTICIPATED

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STAKED HAY BALES

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SLOPES IN TOWARD THE

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TOE OF THE EMBANKMENT.

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WHERE EXIST. GROUND

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OR IN NARROW DITCHES.

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%%UPLAN

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EMBANKMENT.

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THE TOE OF THE

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GROUND SLOPES AWAY FROM

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TO BE USED WHERE EXIST.

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BALES TO BUTT

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%%uNOTE:

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TO BE USED AROUND CULVERT INLETS

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%%UNOTE:

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OF SLOPE

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HEADWALL OR TOE

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OVERLAP BALES

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%%uSECTION

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FLOW

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BOTTOM OF FILL SLOPE

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EXISTING GROUND

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ROADWAY SLOPE OR

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STAKED HAY BALES

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FLOW

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L

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C SWALE

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TO BE USED IN LOCATIONS

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%%UNOTE:

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TO BE USED AT BOTTOM OF FILL SLOPE

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%%UNOTE:

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*

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*

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%%USILTSACK SEDIMENT TRAP

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%%USILT SACK SEDIMENT TRAP CONTRUCTION NOTES:

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%%uPLAN VIEW

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%%uSECTION VIEW

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EXPANSION RESTRAINT

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FLOW

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FLOW

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SILTSACK

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GRATE

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CATCH BASIN

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CATCH BASIN GRATE

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SILTSACK

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1" REBAR FOR

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BAG REMOVAL

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INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN

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BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE

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IS PLACED AND HAY BALES HAVE BEEN REMOVED.

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GRATE TO BE PLACED OVER SILTSACK.

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SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM

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EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED

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PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN

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PERMANENTLY STABILIZED

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1.

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2.

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3.

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%%USILT SOCK DETAIL

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%%UDEWATERING FILTER DETAIL

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DEWATERING METHODS SHALL BE EMPLOYED IN ANY AREA WHERE PUMPING OF GROUNDWATER IS NECESSARY TO CONSTRUCT THE PROPOSED PARKING LOT AND UTILITIES. DETAILS SHOWN ON THIS PLAN SHALL BE USED AND ANY MODIFICATION SHALL BE APPROVED BY THE TOWN OF PEMBROKE.

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SCALE: N.T.S.

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SCALE: N.T.S.

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SCALE: N.T.S.

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SCALE: N.T.S.

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SECTION A

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JOINING SECTIONS OF SILTATION FENCE

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BACKFILL

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NATIVE SOIL

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B

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COUPLER

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SUPPORT NET

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FILTER FABRIC

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POST

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~

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SECTION A

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FLOW

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SECTION B

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~

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SECTION B

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TOP VIEW

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A

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POSTS

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WATER FLOW

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SECTION VIEW

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1"x1" STAKES EVERY 8 LF

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DISTURBED AREA

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TRAPPED SEDIMENT

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PROTECTED RESOURCE AREA

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PLAN VIEW

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DISTURBED AREA

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CONSISTENT GROUND

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12" DIAM. BIODEGRADABLE COMPOST FILTER TUBE FILLED WITH WOOD CHIP COMPOST BLEND

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REPLACEMENT SHALL BE MADE PROMPTLY AS REQUIRED.

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1"x1" STAKES EVERY 8 LF

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WATER FLOW

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2) COMPOST FILTER TUBES SHALL BE SECURELY ANCHORED IN PLACE BY

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CONTACT

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3) INSPECTION SHALL BE FREQUENT, AND REPAIR OR

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THEIR USEFULNESS, SO AS NOT TO BLOCK OR IMPEDE STORM

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4) COMPOST FILTER TUBES SHALL BE REMOVED WHEN THEY HAVE SERVED

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FLOW OR DRAINAGE.

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STAKES OR RE-BARS DRIVEN EVERY 8 LF.

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ABUTTING OR LAPPING THE ADJACENT SECTIONS.

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1) COMPOST FILTER TUBES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY

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CONSTRUCTION NOTES:

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PROTECTED RESOURCE AREA

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12" DIAM. BIODEGRADABLE COMPOST FILTER TUBE FILLED WITH WOOD CHIP COMPOST BLEND

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STONE

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LEVEL

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FINISH

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WATER

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DIA. WASHED

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12" OF 3/4"

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SECTION

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SILT FENCE

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SILT FENCE

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STAKED HAYBALES

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PLAN

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12" OF 3/4" DIA.

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WASHED STONE

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GRADE

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1.STONE FOR A STABILIZATION CONSTRUCTION ENTRANCE STONE FOR A STABILIZATION CONSTRUCTION ENTRANCE SHALL BE 1 TO 2 INCH STONE, RECLAIMED STONE. 2.THE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT BE LESS THE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN 50 FEET, EXCEPT FOR A SINGLE RESIDENTIAL LOT A 30 FOOT MINIMUM LENGTH WOULD APPLY. 3.THE THICKNESS OF THE STONE FOR THE STABILIZED THE THICKNESS OF THE STONE FOR THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN 6 INCHES. 4.GEOTEXTILE FILTER CLOTH SHALL BE PLACED OVER THE GEOTEXTILE FILTER CLOTH SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE STONE. 5.ALL SURFACE WATER THAT IS FLOWING TO OR DEVERTED ALL SURFACE WATER THAT IS FLOWING TO OR DEVERTED TOWARDS THE CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A BERM WITH 5:1 SLOPES THAT CAN BE CROSSED BY VEHICLES MAY BE SUBSTITUTED FOR THE PIPE. 6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, WASHED, OR TRACKED ONTO PUBLIC RIGHT- OF-WAY MUST BE REMOVED PROMPTLY.

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50' MINIMUM

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EXISTING PAVEMENT

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GEOTEXTILE FILTER FABRIC

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6"MIN.

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50' MINIMUM

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PROFILE

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1" TO 2" COARSE AGGREGATE (TYP.)

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PLAN VIEW

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10'

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MIN.

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EXISTING PAVEMENT

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10'

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10'

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JLS

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- -

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10/7/2015

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27-135

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RECONFIGURATION

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DESCRIPTION

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SBS

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1

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1/8/18

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BY

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REV

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DATE

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BCM

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APP

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DWG. NO:

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DWG. TITLE:

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DESIGNED BY:

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PROJECT NO.:

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APPROVED BY:

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CHECKED BY:

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DATE:

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SCALE:

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DRAWN BY:

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APPLICANT:

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- -

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- -

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SBS

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2

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1/19/18

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BCM

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NO CHANGES

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SBS

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3

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2/2/18

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BCM

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NO CHANGES

CIRC

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STREET

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Ph: 781-792-3900

www.mckeng.com

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WFA1

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WFA2

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WFA3

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WFA4

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WFA5

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WFA6

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WFA7

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WFA8

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WFA9

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WFA10

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WFA11

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WFA12

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WFA13

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WFA14

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WFA15

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WFA16

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WFA17

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WFA18

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WFA19

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WFA19

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WFA20

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WFA21

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WFA22

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WFA23

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WFA24

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WFA25

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WFA26

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WFA27

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WFA28

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WFA29

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WFA30

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WFA31

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#7

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WELL

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UP

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HYD

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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WF

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HARTIN

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N/F

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124-6

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BETHONEY

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N/F

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124-13

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MULLEN

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N/F

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124-14

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M & P PARTNERS LTD.

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N/F

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124-27

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JEHOVAHS WITNESS

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WEYMOUTH CORP. OF

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N/F

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124-25

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DEYESSO

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N/F

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123-6

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DUFFY

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N/F

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123-11

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FITZSIMMONS

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N/F

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123-10

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YOUSSEF

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N/F

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123-9

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COSGROVE

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N/F

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123-8

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PETERSON

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N/F

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123-7

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APPROX. LOCATION OF STORMWATER MANAGEMENT FACILITIES

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UNIT 23

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UNIT 19

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UNIT 27

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UNIT 5

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UNIT 11

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UNIT 21

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UNIT 29

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UNIT 31

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UNIT 10

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UNIT 17

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UNIT 12

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UNIT 30

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UNIT 32

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UNIT 28

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UNIT 13

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UNIT 16

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UNIT 14

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UNIT 26

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UNIT 25

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UNIT 24

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UNIT 15

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UNIT 18

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UNIT 22

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UNIT 20

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UNIT 1

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UNIT 2

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UNIT 3

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UNIT 4

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UNIT 6

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UNIT 7

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UNIT 8

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UNIT 9

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PROP. 2' GRASS STRIP

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PROP. DECIDUOUS TREE (TYP.)

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PROP. CONIFEROUS TREE (TYP.)

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PROP. DECIDUOUS TREE (TYP.)

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PROP. LOW SHRUB (TYP.)

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PROP. LOW SHRUB (TYP.)

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PROP. SNOW STORAGE (TYP.)

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PROP. SNOW STORAGE (TYP.)

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HIGH STREET

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Not to Scale

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WOODLOCK RD

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WARD ST

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OLD WARD ST

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OAKCREST

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RD

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PLYMOUTH RIVER

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SCHOOL

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CARLETON RD

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AUTUMN

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CIR

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LOCUS

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LEGEND

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STONE BOUND

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ELECTRIC HAND HOLE

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GUY POLE

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HVAC UNIT

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ANGLE IRON

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BUILDING LIGHT

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REBAR

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TRANSFORMER

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WATER GATE

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WATER MAIN

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AIR VENT

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DRAINAGE SUMP

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GUARD RAIL

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DOOR WAY THRESHOLD

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HYDRANT

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UTILITY POLE

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YARD LIGHT

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OVERHEAD WIRES

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GAS LINE

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RIP RAP

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WATER SERVICE

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DRAINAGE SWALE

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SB

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OHW

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CB/DH

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DRAIN MANHOLE

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DMH

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SEWER MANHOLE

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SMH

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CBN

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ELECTRIC MANHOLE

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EMH

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W

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STORM DRAIN LINE

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D

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SANITARY SEWER LINE

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S

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SURVEY SYMBOLS

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UTILITY SYMBOLS

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LINE DESIGNATORS

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BOLLARD

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WS

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B

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STONE BOUND

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SB/DH

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EXHAUST VENT

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EXH

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TELEPHONE MANHOLE

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TMH

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GUY WIRE

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GW

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SIGN

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FIRE ALARM

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FA

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CHAIN LINK FENCE

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40'

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0'

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40'

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80'

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160'

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20'

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1"=40'

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JLS

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- -

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10/7/2015

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27-135

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RECONFIGURATION

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DESCRIPTION

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SBS

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1

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BY

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DATE

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APP

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DWG. NO:

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DWG. TITLE:

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DESIGNED BY:

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PROJECT NO.:

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APPROVED BY:

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CHECKED BY:

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DATE:

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SCALE:

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DRAWN BY:

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APPLICANT:

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M:\MEG\2007 PROJECTS\27-135\DWGS\CUT SHEETS\SUBMISSION R3\27-135 LS-1 (R3).DWG

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- -

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- -

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SBS

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2

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1/19/18

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BCM

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NEW SHEET

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REVIEW COMMENTS

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SBS

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3

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BCM

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NOTES: 1.LANDSCAPING SHOWN HEREON IS FOR PRELIMINARY PLANNING LANDSCAPING SHOWN HEREON IS FOR PRELIMINARY PLANNING PURPOSES ONLY. THE FINAL PLAN IS TO BE DESIGNED AND STAMPED BY A LANDSCAPE ARCHITECT. 2.EVERGREEN (CONIFEROUS) BUFFER TO BE FIELD LOCATED PRIOR TO EVERGREEN (CONIFEROUS) BUFFER TO BE FIELD LOCATED PRIOR TO INSTALLATION TO UTILIZE EXISTING VEGETATION FOR BUFFERING TO THE EXTENT PRACTICABLE. LOCATIONS SUBJECT TO PEER CONSULTANT REVIEW.

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UNIT 23

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UNIT 19

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UNIT 27

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M:\MEG\2007 PROJECTS\27-135\DWGS\CUT SHEETS\SUBMISSION R3\27-135 TT-2 (R3).DWG

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