REMOVE 20' OF STONE WALL C.C.B. REBUILD 20' OF R=1,000.00' L=130.00' CONSTRUCTION STONE WALL ENTRANCE PER DETAIL R=1,000.00' L=65.09' DMH U.P. HYD.

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5 45.2' EROSION CONTROL NOTES: 1. EROSION CONTROLS SHALL BE INSTALLED PRIOR TO ANY EXCAVATION. EROSION CONTROLS SHALL BE MAINTAINED IN GOOD CONDITION AT ALL TIMES. EROSION CONTROLS SHALL REMAIN UNTIL SUCH TIME AS THE ADJACENT DISTURBED AREAS ARE COMPLETELY STABILIZED AS APPROVED BY THE CONSERVATION COMMISSION. 2. ALL SOIL STOCKPILES SHALL BE PROTECTED WITH COMPOST SOCK PERIMETER CONTROLS AND SEEDING/STABILIZATION PROTOCOL. 3. ALL EXISTING CATCH BASINS NEAR THE SITE ARE TO BE PROTECTED WITH A SILTSAC UNTIL ALL UPSTREAM AREAS ARE STABILIZED. CLEAN AS NEEDED THROUGHOUT CONSTRUCTION. EXISTING CONDITION NOTES: 1. THE LOCATION OF EXISTING UTILITIES IS BASED ON AVAILABLE INFORMATION SUCH AS SURFACE FEATURES AND RECORD PLANS. THE SHOWN UTILITY LOCATIONS ARE APPROXIMATE, ARE NOT WARRANTED TO BE CORRECT, AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL CONTACT DIGSAFE PRIOR TO CONDUCTING ANY EXCAVATION ON THE SITE. 3. ELEVATIONS ARE ON THE NAVD88 DATUM. UTILITY NOTES: 1. DOMESTIC WATER SERVICE SHALL BE TYPE K COPPER IN ACCORDANCE WITH THE REQUIREMENTS OF THE SEWER AND WATER DEPARTMENT. LAYOUT NOTES: 1. NO STREET TREES ARE TO BE REMOVED FOR CONSTRUCTION OF DRIVEWAYS OR UTILITIES. 2. ANY PORTION OF THE THAT IS DISTURBED FOR UTILITY CONSTRUCTION IS TO BE REBUILT USING THE SAME MATERIAL. LANDSCAPE NOTES: 1. TREES SHALL CONSISTS OF A VARIETY OF AT LEAST TWO OF THE FOLLOWING SPECIES. TREES SHALL BE A MINIMUM OF 2-INCH CALIPER AND 12' TALL AT INSTALLATION PIN OAK (QUERCUS PALUSTRIS) 1.2. RED MAPLE (ACER RUBRUM) 1.3. RED OAK (QUERCUS RUBRA) 1.4. WHITE OAK (QUERCUS ALBA) LEGEND & ABBREVIATIONS CB: EXISTING CATCH BASIN CB: PROP. SINGLE-GRATE CATCH BASIN CB: PROP. DOUBLE-GRATE CATCH BASIN STC : STORMCEPTOR TREATMENT UNIT DMH: DRAIN MANHOLE TR. DR.: TRENCH DRAIN INFIL. TR.: INFILTRATION TRENCH X" D DRAIN PIPELINE RCP: REINFORCED CONCRETE PIPE PVC: POLYVINYL CHLORIDE PIPE SMH: SEWER MANHOLE X" S SEWER PIPELINE C.O.: SEWER SERVICE CLEANOUT X" W WATER MAIN HYD: HYDRANT G.V.: WATER GATE VALVE C.S.: WATER SERVICE CURB STOP M.B.: WATER SERVICE METER BOX G GAS PIPELINE L.P.: LIGHT POLE U.P.: UTILITY POLE G.Y.: GUY WIRE S.P.: TRAFFIC SIGNAL POLE 252 EXISTING CONTOUR 252 CONTOUR E.O.P. EDGE OF PAVEMENT INTEGRAL SLOPED BIT. BERM V.B.B. VERTICAL BITUMINOUS BERM S.G.C. SLOPED GRANITE CURB V.G.C. VERTICAL GRANITE CURB V.C.C. VERTICAL CONCRETE CURB E.C.S. EDGE CONCRETE SLAB G.V. GATE VALVE C.L.F. CHAIN LINK FENCE W.S.F. WOOD STOCKADE FENCE P.P.F. PVC PICKET FENCE G.R. GUARD RAIL C.C. HANDICAP CURB CUT CONSTRUCTION ENTRANCE AT EDGE OF ROAD/ PAVEMENT 12' PLAN VIEW DMH 20' PAVED ROADWAY NOT TO SCALE U.P. 180 EXISTING TREELINE (PUBLIC LAYOUT - 50' WIDE) 20' WIDE UTILITY EASEMENT N/F PETER HARCOVITZ ASSESSOR'S SUBGRADE SECTIONAL VIEW CONSTRUCTION ENTRANCE DETAIL REBUILD 20' OF 6" THICK LAYER OF RIP-RAP OR >1.5" CRUSHED STONE FILTER FABRIC UNDER NOTES: 1. ENTRANCE SHALL BE INSTALLED BEFORE ANY EXCAVATION WORK OCCURS ON-SITE. 2. ENTRANCE SHALL BE MAINTAINED IN GOOD CONTITION UNTIL A PAVED DRIVEWAY IS INSTALLED. REPLACE ENTRANCE IF FILLED WITH SOILS OR IF SOILS ARE BEING TRACKED ONTO ADJACENT ROADWAYS. CONSTRUCTION ENTRANCE PER DETAIL S 78 12'03" E 72.46' N 78 12'03" E ' " OAK TO BE REMOVED INSTALL EROSION CONTROL AND LIMIT OF WORK 176 REMOVE AND REBUILD 20' OF ' S 08 04'20" E ' BITUMINOUS DRIVEWAY 38' 24' 61.90' 63.10' REMOVE 20' OF GARAGE DECIDUOUS TREES ALLOW AREA TO REVEGETATE NATURALLY. DO NOT REMOVE STUMPS 6.3' 102.8' 55.4' 8' R=1,000.00' L=65.09' PROP. WALK. 24' 48' N/F PETER HARKEY ASSESSOR'S HYD. DWELLING T.W.=176.7 BSMT.= REMOVE 20' OF REBUILD 20' OF LOT 6A/22 32,428 S.F. P/A= ' EXISTING EROSION CONTROL AND LIMIT OF WORK ' EXISTING 172 WETLAND DMH E E E E EROSION ' BUFFER LIMIT OF LANDSCAPE CONSTRUCTION ENTRANCE PER DETAIL N 78 14'19" E ' U.P. CONTROL FOUNDATION DRAIN OUTLET WITH RIP-RAP 162 N 47 17'45" E ' E E E 18" MAPLE TO BE REMOVED WF A1 30.9' WF A2 WF A4 WF A3 164 R=1,000.00' L=130.00' BITUMINOUS DRIVEWAY 38' ' WF A ' GARAGE EROSION CONTROL TO BE REMOVED 8' 160 WF A6 24.0' DWELLING T.W.=170.7 BSMT.= "6"4' CONCRETE BOUND (TYP.) 48' N 47 51'41" E 28.51' PROP. WALK. 30' LIMIT OF 50' WETLAND BUFFER LOT 5 40,537 S.F. P/A=0.02 WF A7 BORDERING VEGETATED WETLANDS N 47 51'44" E N/F STEPHEN CASSIDY ASSESSOR'S SPENCER STREET 61.37' CB 164 LANDSCAPE REMOVE AND REBUILD 40' OF CB 47.4' 139.9' DMH FOUNDATION DRAIN OUTLET WITH RIP-RAP WF A8 LOW-PRESSURE SEWER MAIN WETLAND BOUNDARY CLEANOUT MANHOLE 20' WIDE UTILITY EASEMENT S 76 28'53" E ' N 78 12'01" E ' WF A9 N/F SUSAN COLLINS ASSESSOR'S ALLOW AREA TO REVEGETATE NATURALLY. DO NOT REMOVE STUMPS WF A10 WF A11 FILTER SOCK STAKED OR STAPLED AT 10' INTERVALS WETLAND OWNER/APPLICANT LOTS 5 & 6A/22: BANE REALTY TRUST II 38 BENJAMIN GATE PLYMOUTH, MA ASSESSORS REFERENCE: LOT 5: LOT 6A/22: ZONING DISTRICTS: RESIDENTIAL SUBURBAN DEED REFERENCES: LOT 5: LOT 6A/22: CTF# ZONING REQUIREMENTS: ZONE: R-S MIN. LOT AREA REQUIRED: 25,000 S.F. LOT 5: 40,537 S.F. LOT 6A: 32,428 S.F. MIN. FRONTAGE REQUIRED: 125' LOT 5: 130.0' LOT 6A: 137.5' MIN. FRONT SETBACK REQUIRED: 40' LOT 5: 45.2' LOT 6A: 55.4' MIN. SIDE SETBACK REQUIRED: 20' LOT 5: 30.9' LOT 6A: 40.8' MIN. REAR SETBACK REQUIRED: 40' LOT 5: 139.9' LOT 6A: 102.8' LOT DEPTH REQUIRED: 200' LOT 5: 200.0' LOT 6A: 204.5' MAX. HEIGHT REQUIRED: 35' LOT 5: <35' LOT 6A: <35' MAX. BLDG. COVERAGE REQUIRED: 25% LOT 5: 4.1% LOT 6A: 5.1% ORANGE SNOW FENCE ON STAKES SECTIONAL VIEW NOTE: NON-BIODEGRADABLE SOCK SHELL FILLED WITH FILTER MEDIA (BIODEGRADABLE OR OTHERWISE). JOINTS SHALL BE OVERLAPPED BY AT LEAST TWO FEET. EROSION CONTROL DETAIL (FILTER SOCK) NOT TO SCALE 1' XX-XX DATE BY PLAN SCALE: 1"=20' REVISIONS PER TOWN COMMENTS D.J.M. DRIVEWAY LOCATION CHANGES D.J.M LOTS 5 & 6A/22 PLAN DATE: MARCH 15, 2018 REVISION SITE LAYOUT PLAN OF LAND IN MILLIS, MA 730 MAIN STREET, SUITE 2C MILLIS, MA Phone: SHEET 1 OF 1

TOWN OF MILLIS OFFICE OF THE PLANNING BOARD 900 Main Street Millis, MA 02054 Phone: 508-376-7045 Fa: 508-376-7053 Robert Cantoreggi, Chairman George Yered, Clerk James McKay Nicole Riley Richard

6 TOWN OF MILLIS OFFICE OF THE PLANNING BOARD 900 Main Street Millis, MA Phone: Fa: Robert Cantoreggi, Chairman George Yered, Clerk James McKay Nicole Riley Richard Nichols Carlo Molinari, Associate Camille Standley Administrative Assistant PLANNING BOARD AND MILLIS TREE WARDEN NOTICE OF PUBLIC HEARING Under the provisions of M.G.L. Chapter 40, Section 15C (Scenic Roads) and M.G.L. Chapter 87, Section 3, a consolidated public hearing will be held by the Planning Board and Tree Warden on Tuesday, September 11, 2018, at 7:30 p.m., in the Veterans Memorial Building, Room 229, 900 Main St., Millis, on the application of Bane Realty Trust II, 38 Benjamin Gate, Plymouth, MA 02360, requesting written consent of the Planning Board pursuant to the Scenic Road Rules & Regulations of the Town of Millis, for work associated with removal of two street trees & removal/replacement of portion of stone wall for construction of 2 single-family dwellings on Acorn St. Assessor Map 31 Parcels 63 &64. A copy of the application and plan is on file in the office of the Town Clerk and the Planning Board s web page ( Any person interested or wishing to be heard on the application should appear at the time and place designated. Robert Cantoreggi Chairman August 24, 2018 August 31, 2018 Cc: Town Clerk Applicant Board of Selectmen Conservation Commission Historical Commission DPW File Public Hearing Notice-Scenic Road App. Acorn St ltr.doc

6. CPRC Group, requests sketch plan review for 70 Pleasant Hill Road, Map R77, Lot 7

6. CPRC Group, requests sketch plan review for 70 Pleasant Hill Road, Map R77, Lot 7 REGULAR MEETING AGENDA Planning Board November 20, 2017 1. Call to Order (7:00 P. M.) 2. Roll Call 3. Approval of Minutes (October 30, 2017) 4. Rosewood Land Development, Inc., requests sketch plan review