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Home My WebLink About83-1793 - 2 - LegendABBREVIATIONS GENERAL CONSTRUCTION NOTES CONSERVATION COMMENTS EXISTING PAVEMENT 3 06/28/07 SITE PLAN REVIEW COMMENTS HMC 2 1.) ALL CONSTRUCTION MATERIAL, DEBRIS, ASPHALT, SOIL, ETC. THAT IS 1.) THE ENTIRE ROADWAYS (INCLUDING PARKING AREAS) 04/04/07 95% DESIGN HMC CP ASBESTOS CEMENT PIPE REMOVED FROM THE SITE SHALL BE HANDLED AND DISPOSED OF IN NO. DATE DESCRIPTION BY ND BOUND ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. SHALL BE RECLAIMED TO A MINIMUM DEPTH OF 14" WITHIN THE PROJECT LIMITS. THE EXISTING PAVEMENT SHALL BE PULVERIZED LDG BUILDING 2.) PRIOR TO ANY PAVING ACTIVITIES THE SUBBASE MATERIAL FOR THE TO THE POINT WHERE NO MATERIAL IS GREATER THAN 3". IT CONC BITUMINOUS CONCRETE ROAD AND ALL SIDEWALK AREAS SHALL BE TESTED TO DETERMINE THE M BENCH MARK DEGREE OF COMPACTION. ALL SUBBASE MATERIAL SHALL BE 2.) AFTER PULVERIZING THE ASPHALT PAVEMENT AND UNDERLYING RK BRICK COMPACTED TOA MINIMUM 9OF THE STANDARD PROCTOR DENSITY. MATERIALS, THE CONTRACTOR SHALL REMOVE AND STOCKPILE B CATCH BASIN THE ENGINEER SHALL DETERMINE TESTING FREQUENCY AND TEST (WINDROW) THE RECLAIMED MATERIAL. THE CONTRACTOR SHALL THEN LOCATIONS. THE COST FOR THIS TESTING SHALL BE INCLUDED IN THE EXCAVATE AND REMOVE THE NECESSARY SUBGRADE MATERIAL IN S COMBINED SEWER LUMP SUM CONTRACT PRICE. ORDER TO MEET THE FINAL GRADES OF THE ROADWAY. A 12" LAYER CONDUIT OF THE RECLAIMED MATERIAL SHALL THEN BE PLACED ON THE CENTERLINE 3.) THE CONTRACTOR SHALL REMOVE AND RESET ALL WATER, SEWER, SUBGRADE TO SERVE AS THE NEW SUBBASE FOR THE ROADWAY. THE LEGEN D IP CAST IRON PIPE GAS, ELECTRIC, TELEPHONE, AND DRAINAGE FRAMES, GRATES, SUBBASE SHALL THEN BE FINE GRADED AND COMPACTED IN AND BOXES TO THE PROPOSED FINISHED SURFACE GRADE PRIOR TO PREPARATION FOR THE PLACEMENT OF THE NEW BINDER COURSE OF MP CORRUGATED METAL PIPE PAVING ACTIVITIES. PAVEMENT. SMH COMBINED SEWER MANHOLE - D - - EXIST. DRAIN LINE ST COBBLESTONE 4.) THE CONTRACTOR SHALL SAW CUT ALL JOINTS IN THE EXISTING 3.) THE CONTRACTOR SHALL GRADE THE EXISTING RECLAIMED SUBBASE -E- - EXIST. ELECTRICAL LINES ULV CULVERT PAVEMENT AREAS WHERE THE PROPOSED PAVEMENT WILL MEET MATERIAL OR GRAVEL BORROW MATERIAL TO ALLOW THE FINAL FA - - G - - EXIST. EXIST. FIRE ALARM GAS COUNTYT EXISTING PAVEMENT TO REMAIN. ALL JOINTS SHALL PROVIDE A SMOOTH PAVEMENT SURFACE TO MATCH THE EXISTING EDGE OF PAVEMENT EXIST. LINE TELEPHONE D TRANSITION BETWEEN NEW AND OLD PAVEMENTS. IMMEDIATELY AFTER GRADES UNLESS OTHERWISE NOTED. THE RECONSTRUCTION OF THE TV EXIST. TELEVISION DNC CONCRETE PAVING, ALL NEW JOINTS SHALL RECEIVE AN INFRARED TREATMENT. ROADWAY SHALL ALSO BE IN ACCORDANCE WITH THE TYPICAL CROSS S EXIST. SEWER LINE P DUCTILE IRON PIPE SECTION DETAIL. --------- EXIST. SEWER VENT LINE ;V DRIVE 5.) SIDEWALK AREAS TO BE REPLACED SHALL FIRST BE REMOVED AND - -w- - EXIST. WATER LINE MANHOLE THE SUBBASE MATERIAL COMPACTED PRIOR TO THE PLACEMENT OF 4.) IN AREAS WHERE THE ROAD CURRENTLY DOES NOT MEET THE -- --- - -20- - - EXIST. CONTOUR AHDRAIN THE NEW PAVEMENT SURFACE. MINIMUM CROWN SHOWN ON THE TYPICAL CROSS SECTION DETAIL, THE 0-0-0 EXIST. CHAIN LINK FENCE AH ELECTRIC MANHOLE EXISTING EDGE OF PAVEMENT GRADES SHALL BE HELD AND THE / EXIST. / NEW CURB �B FIRE ALARM BOX 6.) ALL NEW PAVEMENT STRIPING SHALL BE 4" THICK WHITE PAINTED CENTERLINE GRADES ADJUSTED ACCORDINGLY. / EXIST. / NEW EDGE OF PAVEMENT )P EDGE OF PAVEMENT LINES UNLESS OTHERWISE NOTED. - - APPROX. PROPERTY BOUNDARY )R EDGE OF GRAVEL ROAD 5.) THE CONTRACTOR SHALL GRADE THE EXISTING RECLAIMED BASE ��---� FLAGGED WETLAND BOUNDARY 7.) THE CONTRACTOR SHALL STOCKPILE AND RETAIN SUFFICIENT SURPLUS COURSE MATERIAL NO MORE THAN 24 HOURS PRIOR TO THE -_ _ - - 100' WETLAND BUFFER LINE )MH FIRE DEPT MANHOLE SUBBASE AND RECLAIMED MATERIAL TO USE AS NEEDED THROUGHOUT PLACEMENT OF THE NEW BINDER COURSE OF PAVEMENT. ❑ ❑ D NEW SILT FENCE W/ HAY BALES 4R GARAGE THE COURSE OF THE PROJECT. � EXIST. /NEW BOLLARD 1 GAS GATE 6.) ALL EXISTING CONCRETE CURB SHALL BE REMOVED AND DISPOSED GAS SERVICE 8.) THE CONTRACTOR SHALL LOAM AND SEED ALL DISTURBED AREAS. OFF-SITE BY THE CONTRACTOR. WHERE NEEDED OR AS REQUIRED, EXIST. BUILDING P GALVANIZED IRON PIPE THE COST FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACT THE EXISTING CURB SHALL BE REPLACED WITH PRECAST CONCRETE ❑ EXIST. CATCH BASIN PRICE. CURB. EXIST. DOWNSPOUT JD GROUND EXIST. LIGHT POLE N HEADWALL 9.) THE CONTRACTOR SHALL INSTALL ALL SEDIMENTATION BARRIERS EXIST. / NEW HYDRANT )E HOUSE PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE BARRIERS SHALL 7.) ALL CASTINGS SHALL BE LOWERED OR REMOVED AND PLATED PRIOR EXIST. BE INSTALLED ACCORDING TO THE STANDARD DETAILS IN THE TO RECLAIMING THE ROADWAY. a ROADWAY PAVEMENT )R HORIZONTAL LOCATIONS SHOWN ON THE DRAWINGS. TO BE RECLAIMED AND REPAVED 'D HYDRANT 8.) ANY EXCESS RECLAIMED MATERIAL SHALL BECOME THE PROPERTY OF EXIST. BITUMINOUS WALKWAYS HIGH PRESSURE 10.) THE CONTRACTOR SHALL REMOVE ALL SOIL EROSION CONTROLS ONCE THE CONTRACTOR AND SHALL BE REMOVED AND DISPOSED OF IN TO BE REPAVED LEAD ADEQUATE GROWTH HAS BEEN ESTABLISHED OR AT THE DISCRETION ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. THE EXIST. CONCRETE WALKWAYS TO BE ' LIGHT POLE OF THE ENGINEER AND THE TOWN CONSERVATION COMMISSION. COST FOR THE REMOVAL AND DISPOSAL FOR THE EXCESS MATERIAL REPLACED WITH BITUMINOUS CONCRETE SHALL BE INCLUDED IN THE CONTRACT PRICE. I MANHOLE 11.) EXISTING HANDICAP PARKING SIGNS MAY BE REUSED UPON OWNER NEW BITUMINOUS PAVEMENT AREA 3 MAIL BOX APPROVAL AND AT THE DISCRETION OF THE ENGINEER. iB MASSACHUSETTS HIGHWAY BOUND EXIST. SEPTIC TANK OR PUMP CHAMBER i NATURAL GAS 12.) THE CONTRACTOR SHALL MAINTAIN THE EXISTING SITE DRAINAGE EXIST. / NEW SIGN POLYETHYLENE PIPE PATTERNS UNLESS OTHERWISE NOTED. ANY GRADING MODIFICATIONS 111 IC POLYVINYL CHLORIDE SHALL DIRECT DRAINAGE AWAY FROM ALL EXISTING BUILDINGS AND j EXIST. / NEW SHRUB/HEDGES PROPERTY LINE TOWARDS THE APPROPRIATE AREAS. ;P REINFORCED CONCRETE PIPE 13.) ALL GRADING MODIFICATIONS SHALL BE GRADUAL SO AS NOT TO r, EXIST. / NEW TREE OR BUSH :T WALL RETAINING WALL CREATE ANY STEEP SLOPES, UNEVEN AREAS, ETC.; )W RIGHT OF WAY 14.) NEW PAVEMENT AREAS SHALL HAVE TOP AND SUB SOIL REMOVED AND EXIST. UTILITY POLE ' RAILROAD PLACE COMMON FILL AS BASE UNDER PARKING AREAS c EXIST. VENT STACK I STONE BOUND 4& EXIST. WATER SHUT OFF SIGN 15.) EXISTING CONCRETE STEPS SHALL REMAIN UNLESS OTHERWISE NOTED. wv wv D4 N EXIST. / NEW WATER VALVE 1H SEWER MANHOLE 'A STATION 16.) NEW BITUMINOUS CONCRETE CURBING SHALL BE PLACED AS SPECIFIED O NEW 500 GALLON DRYWELL SEWER ON THE PLAN. THE GRANITE CURBING SHALL BE REMOVED AND REUSED WHERE SPECIFIED ON THE PLAN. NEW HANDICAPPED PARKING I SEWER SERVICE L STEEL 17.) TRANSITION CURBING SHALL BE USED AT WHEELCHAIR RAMP NEW TRASH RECEPTACLE PAD J SIDEWALK LOCATIONS. IH TELEPHONE MANHOLE 18.) THE CONTRACTOR SHALL REMOVE AND REPLACE THE NECESSARY AMOUNT .P VITRIFIED CLAY PIPE OF EXISTING SOIL BELOW THE SIDEWALK AS TO MAINTAIN A MINIMUM OF 8 RT VERTICAL INCHES OF SUITABLE GRAVEL. ALL SOIL SURPLUS SHALL BE REMOVED WATER MAIN AND DISPOSED IN AN APPROPRIATE MANNER BY THE CONTRACTOR. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACT WATER GATE PRICE. I WOOD WROUGHT IRON PIPE 19.) ALL JOINTS BETWEEN NEW AND OLD CONCRETE OR PAVEMENT SHALL IH WATER MANHOLE BE SAW CUT TO PROVIDE A NEW SMOOTH AND STRAIGHT JOINT. WATER SERVICE ;0 WATER SERVICE SHUTOFF 20.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING ALL UTILITIES THAT MAY INTERFERE WITH THE CONSTRUCTION OF THE PAVEMENT, CURB, AND RAMP. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACT PRICE. 21.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL STATE OR LOCAL BUILDING PERMITS THAT MAY BE REQUIRED. 22.) THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS. 23.) GRADES OF PAVEMENT SHALL NOT BE ALTERED IN THE FIELD SO AS TO HINDER THE DRAINAGE AND STORMWATER RUNOFF. 4 107113107 CONSERVATION COMMENTS HMC 3 06/28/07 SITE PLAN REVIEW COMMENTS HMC 2 06/06/07 DRAINAGE IMPROVEMENTS NMC 1 04/04/07 95% DESIGN HMC NO. DATE DESCRIPTION BY PROJECT ADDRESS: 534 WINSLOW GRAY ROAD SOUTH YARMOUTH, MASSACHUSETTS 02664 ASSESSORS MAP 59, PARCEL 44 YARMOUTH HOUSING AUTHORITY SOUTH YARMOUTH, MASSACHUSETTS DHCD PROJECT NO. 351012 LONG POND PLAZA LEGEND AND NOTES GCG ASSOCIATES, INC. WILMINGTON MASSACHUSETTS �� No.3 C7 ti �G/STEw�O Q�Q 'S/OVAL _'\� SCALE: AS SHOWN DATE: APRIL 4, 2007 JOB NO.\FILE NAME:[CHECKED DESIGNED BY• MJC PLAN N0. 71i3l0� 0638 -COVER DRAWN BY: HMC 2 6 BY: MJC OF