HIGH SCHOOL TRACK EDGE OF TRACK ELEV BLEACHERS PAD

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3 SHED.54 14' 175 WILLIAMS STREET B.M. SPIN. CHAP. HYD..01 BOOK 61 PAGE 59 TREES ' TENNIS S 175 GRADES #3 #2 # ' 78' 1.8' 179 TRANSFORMER & VAULT 1 36' 36' ' 14' 36' HIGH SCHOOL TRACK #8 #7 #6 #5 BLEACHERS PAD EDGE OF TRACK ELEV RETAINING WALL TOP OF WALL BACKBOARD #12 #11 #10 #9 S.O. EDGE OF TRACK ELEV TOP OF WALL " PLASTIC RETAINING WALL 1..8'.9'.7' PK NAIL 3 ELEV HEDGE Support Wire Maple GRADES Birch Cluster /4" COPPER WATER SERVICE Light SIDEWALK.87 NORTH S.B. ELEV SIDEWALK BLISS ROAD SIDEWALK FENCE PK NAIL 1 ELEV..57 R.O.W. PARKING LOT ELECTRIFIED ROBERT T. BLINN TENNIS SIGN PK NAIL 2 ELEV BLINN TENNIS S SITE CONDITIONS BLISS SHEET 3 of 10

4 SHED 14' 175 WILLIAMS STREET B.M. SPIN. CHAP. HYD..01 BOOK 61 PAGE 59 FENCING: REMOVAL AND DISPOSE OF OLD ORIGINAL 10' FENCE POSTS, S, AND FENCE WIRE. TREES START OF ABANDONMENT 1.7' TENNIS S 175 PULVERIZE/RECLAIM TENNIS SURFACE #3 #2 PULVERIZE/RECLAIM TENNIS SURFACE #1 ABANDON ' 78' 1.8' 179 REMOVE & DISPOSE ALL TOWERS & BASES (18X) TRANSFORMER & VAULT 1 36' 36' ' 14' 36' 1 METER CABINET TO BE REMOVED SEDIMENTATION CONTROL FENCE SEE DETAIL HIGH SCHOOL TRACK #8 PULVERIZE/RECLAIM TENNIS SURFACE #7 REMOVE & DISPOSE OLD TOWER BASES 6X #6 PULVERIZE/RECLAIM TENNIS SURFACE #5 ABANDON ABANDON BLEACHERS PAD METER CABINET TO BE REMOVED RETAINING WALL BACKBOARD REMOVE & DISPOSE #12 #11 #10 PULVERIZE/RECLAIM TENNIS SURFACE #9 REMOVE & DISPOSE WATER FOUNTAIN, WATER SERVICE TO BE CAPPED BY OTHERS PULVERIZE/RECLAIM TENNIS SURFACE S.O. 4" PLASTIC RETAINING WALL 1..8'.9'.7' 1. PK NAIL 3 ELEV..70 HEDGE REMOVE & DISPOSE CONCRETE PAD Support Wire REMOVE & DISPOSE 11 PINE TREES & 12 STUMPS BY OTHERS Maple Birch Cluster REMOVE HEDGE Light CONTRACTOR TO COORDINATE WITH W.M.E.CO. TO DISCONNECT SERVICE 3/4" COPPER WATER SERVICE SIDEWALK NORTH SIDEWALK BLISS ROAD SIDEWALK FENCE.8.4 PK NAIL 1 ELEV..57 R.O.W. PARKING LOT ELECTRIFIED ROBERT T. BLINN TENNIS SIGN PK NAIL 2 ELEV BLINN TENNIS S DEMOLITION SITE PLAN BLISS SHEET 4 of 10

5 SHED PROPOSED 5' WALKWAY 220' 0.83% 220' 0.83% 220' 0.83%.94 PROPOSED 6' WALKWAY 220' 0.83% 220' 0.83% FENCING: FURNISH & INSTALL 10' BLACK VINYL COATED FENCE. 9X PEDESTRIAN S. 1X 1 WIDE BY 10' HIGH ACCESS. REFER TO SPECIFICATIONS FOR FRAMEWORK AND FABRIC SIZING, MATERIALS, FENCE POSTS AND NEW FENCE WIRE. SEE SECTION DETAIL PROPOSED GRADES PROPOSED #4 78' 1.8' SEDIMENTATION CONTROL FENCE SEE DETAIL ' HIGH SCHOOL TRACK SEGMETAL BLOCK RETAINING WALL #8 SEE DETAIL BLEACHERS PAD EDGE OF S A A SEE SECTION DETAIL SEE TENNIS LAYOUT DETAIL RETAINING WALL PROPOSED #12 BACKBOARD SEE DETAIL #11 4" PLASTIC RETAINING WALL PROPOSED Support Wire REMOVE & DISPOSE TOPSOIL. PREPARE SUBGRADE FOR Light INSTALLATION OF NEW TENNIS AREA, NEW TENNIS SURFACE SEE DETAIL. WIDENING: EXCAVATE & WIDEN 10' X 220' EDGE OF S NORTH SIDEWALK LOAM & SEED AS NEEDED LOAM & SEED AS NEEDED #3 #7 PROPOSED WILLIAMS STREET B.M. SPIN. CHAP. HYD..01 BOOK 61 PAGE 59 TREES #2 PROPOSED PROPOSED #6 #10 NET POST AND SLEEVES: FURNISH AND INSTALL 12 SETS OF NEW COUTMASTER 3" (OR TOWN APPROVED EQUAL).8'.9'.7' Maple LOAM & SEED AS NEEDED Birch Cluster BLISS ROAD 1.7'.25 PROPOSED #1 6' #5 PROPOSED ASPHALT RAMP PROPOSED #9 PROPOSED PROPOSED PROPOSED CAPE COD BERM EDGE OF S PK NAIL 3 ELEV..70 PROPOSED GRADES SIDEWALK SIDEWALK PROPOSED CAPE COD BERM PROPOSED CAPE COD BERM PROPOSED 1 WIDENING: EXCAVATE & WIDEN 10' X 2 SAW CUT REMOVE PLANT BED & FENCE BY OTHERS FENCE PROPOSED SIDEWALK BY OTHERS.8 SAW CUT EXPAND ENTRANCE BY OTHERS.4 PK NAIL 1 ELEV..57 R.O.W. PARKING LOT REMOVE ENTRANCE BY OTHERS PK NAIL 2 ELEV..89 NO PROPOSED PARKING LOT WORK PROPOSED SIDEWALK BY OTHERS ELECTRIFIED ROBERT T. BLINN TENNIS SIGN.5 BLINN TENNIS S PROPOSED CONSTRUCTION BLISS SHEET 5 of 10

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7 LIQUID APPLIED ACRYLIC SURFACE SYSTEM 1 1/2" BITUMINOUS CONCRETE SURFACE COURSE LIQUID APPLIED ACRYLIC SURFACE SYSTEM 1 1/2" BITUMINOUS CONCRETE SURFACE COURSE COUNTERSUNK 5/8" GALVANIZED THREADED "J" BOLT WITH WASHER 3 REQUIRED EACH POST 2 1/2" STEEL POST MIN 30" 4" CRUSHED STONE 2" BITUMINOUS CONCRETE BINDER COURSE 4" CRUSHED STONE 2" BITUMINOUS CONCRETE BINDER COURSE ALL WOOD SURFACES PAINTED MIN 30" MIN 18" GEOTEXTILE FABRIC NON-WOVEN GROUP 1 8" PULVERIZE/RECLAIM GEOTEXTILE FABRIC NON-WOVEN GROUP 1 8" GRAVEL 4" X 4" PRESSURE TREATED TIMBER UNDISTURBED SUITABLE MATERIAL TENNIS SURFACE DETAIL NOTES: SUBGRADE 1. PULVERIZE/RECLAIM THE ASPHALT SURFACE AND GRAVEL BASE, TO A DEPTH OF 8 INCHES. ANY LARGE OR UNUSABLE MATERIALS TO BE REMOVED AND DISPOSED OF OFF-SITE AT THE CONTRACTOR'S EXPENSE. REMOVE MATERIAL AS NECESSARY TO ALLOW FOR THE INSTALLATION OF GRAVEL OR LEAVE IN PLACE IF THE CONDITION WARRANTS. CONTRACTOR TO SUBMIT GRADATION / SIEVE ANALYSIS OF PULVERIZED / RECLAIMED BASE FOR APPROVAL PRIOR TO USE. THE NEWLY PULVERIZED SUB-BASE WILL BE BROUGHT TO A 1% ROUGH GRADE. THE NEWLY PULVERIZED SUB-BASE SHALL BE COMPACTED WITH A TEN-TON VIBRATORY ROLLER, TO 95% OF MAXIMUM DENSITY AND BE FIELD TESTED BY USE OF A NUCLEAR GAUGE OR OTHER SUITABLE METHOD. ALL TESTING SHALL BE DOCUMENTED. SPECIFICATION FOR THE GRAVEL BASE COURSE PER MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND ABRIDGES, DATED 2003, GRAVEL BORROW, M TYPE B. 2. SUPPLY AND INSTALL 4 INCHES OF DENSE GRADED CRUSHED STONE OVER THE PULVERIZED SUB-BASE. DENSE GRADED CRUSHED STONE WILL BE FINE GRADED TO AN 84% GRADE IN ORDER TO ENSURE PROPER FOR WATER DRAINAGE. THE DENSE GRADED CRUSHED STONE SHALL BE COMPACTED WITH A TEN-TON VIBRATORY ROLLER, TO 95% OF MAXIMUM DENSITY AND BE FIELD TESTED BY USE OF A NUCLEAR GAUGE OR OTHER SUITABLE METHOD. ALL TESTING SHALL BE DOCUMENTED. ALL POSTS, MUST BE INSTALLED PRIOR TO PAVING. 3. SURFACE COURSE). SUPPLY AND INSTALL ONE, 2 INCH LAYER OF CLASS I ASPHALT BINDER COURSE USING A LASER GUIDED ASPHALT PAVER. CLASS I BITUMINOUS CONCRETE PAVEMENT TYPE I-1 (DENSE BINDER COURSE). SUPPLY AND INSTALL ONE 1-1/2 INCH LAYER OF CLASS I ASPHALT SURFACE COURSE USING A LASER GUIDED PAVER. ASPHALT SHALL BE COMPACTED WITH A TEN-TON ROLLER (BACK ROLLING CAN BE COMPLETED WITH SMALLER ROLLERS TO REMOVE ANY LINES OR BLEMISHES) TO 93% OF MAXIMUM DENSITY AND BE FIELD TESTED BY USE OF A NUCLEAR GAUGE OR OTHER SUITABLE METHOD. ALL TESTING TO BE DOCUMENTED. HOT MIX ASPHALT SHALL BE TESTED PER THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, DATED 2003 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT TYPE I-1 (DENSE MIX FOR TOP COURSE). UNDISTURBED SUITABLE MATERIAL NEW TENNIS SURFACE DETAIL -0" 8'-0" -0" SUBGRADE ANCHOR BOLTS 12 REQUIRED 3 SECTIONS 4'X8'X3/4" MARINE PLYWOOD 4"X4" FRAME 4"X4" (TYP) 2 1/2" DIA. C.L. FENCE POSTS 10'-0" O.C. (TYP) LAP JOINT (TYP) 2 1/2" DIA. PIPE 1-0" LONG 4 REQ'D. 4' X 8' X 3/4" MARINE PLYWOOD 3" GALVANIZED WOOD SCREWS 12" ON CENTER COUNTERSUNK FLUSH ANCHOR BOLT DETAIL SERVICE BACKBOARD DETAILS 1-0" 1" EDGING (TYP) 42" 48" 12" POSTS TO HAVE AN OUTSIDE DIAMETER OF NOT LESS THEN 2-7/8", NOR GREATER THAN 4". MIN 18" 6" 6" MIN 30" POST & SLEEVE DETAIL NET POSTS SHALL PROJECT NO MORE THAN 1" ABOVE TOP OF THE NET CORD 8" PROCESSED GRAVEL BORROW CONCRETE FOR FOUNDATIONS SHALL ATTAIN A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,500 LBS. PER SQUARE INCH AT THE 28TH DAY AFTER POURING. 6" COMPACTED PROCESSED GRAVEL BASE MIN 15" MIN 12" INSTALL A GROUND ANCHOR NON-CORROSIVE METAL PIPE 1-5/8" O.D. MINIMUM MIN 15" CROSS PIN IN THE GROUND ANCHOR SHALL BE FLUSH WITH THE & PARALLEL TO THE NET INSTALL A NON-CORROSIVE 1/4" O.D. CROSS PIN CENTERED THROUGH THE ANCHOR PIPE, FOR THE PURPOSE OF ATTACHING A CENTER STRAP HOOK. TENNIS SURFACE BACKBOARD REAR ELEVATION CONCRETE FOUNDATION (TYP) 12" 6" 3'-6" JOINT 3/8" WIDE X 1/2" SAWCUT CONTROL JOINT. FILL WITH SIKAFLEX OR APPROVED EQUAL, APPLY THIN LAYER OF SAND OVER JOINT MATERIAL TO ALLOW FOR BETTER ADHERING OF SURFACE MIN 12" 10" MIN MIN 15" GROUND ANCHOR DETAIL 12" MIN CONCRETE FOR FOUNDATIONS SHALL ATTAIN A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,500 LBS. PER SQUARE INCH AT THE 28TH DAY AFTER POURING. BITUMINOUS CONCRETE TOP COURSE BITUMINOUS CONCRETE BINDER COURSE 6" 1" BITUMINOUS CONCRETE BERM 45 9" 2"R(TYP) 7 1/2" 1 1/2" SAW CUT ASPHALT 1 1/2" 12" SAW CUT MILL PAVEMENT NEW BIT. TOP COURSE NEW BIT. BINDER COURSE TYPICAL BUTT JOINT TO PAVEMENT BLINN TENNIS S RENOVATION DETAILS 1 SHEET 7 of 10

8 3.5' 2" 2 1/2" 10'-0" 4" LONG BY 2" WIDE BASE LINE CENTER MARK 6' HIGH VINYL COATED CHAIN LINK FENCE (TYP.) 8'-0" 18'-0" 7'-0" 2" O.D. UPRIGHTS BRACE RAIL 14' 4'-6" TENNIS NET POST PAVEMENT EDGE AT FENCE 4'-6" 2" WHITE PAINT LINE 9'-0" 9'-0" 2" WHITE PAINT LINE POST TENSION BAND LATCH WITH PROVISION FOR PADLOCK 60' 36' 27' 13'-6" CENTER LINE & NET LINE 4 1 CHAIN LINK FENCE (SEE DETAIL) 13'-6" OFFSET HINGE TENSION BAR 13'-6" 4" X 4" CENTER MARK (TYP) 1-0" TYP. TENNIS NET POST 2" MAX 4'-6" 56'-0" 36'-0" CENTER LINE & NET LINE MIN DEPTH 48" CHAIN LINK FENCE SINGLE DETAIL CONCRETE POST FOUNDATION NOTE: 1. FOOTING WIDTH TO BE (4)X POST WIDTH. 2. S SHALL BE MANUALLY OPERATED. 3. FABRIC AND POST SHALL BE BLACK PVC COATED PER ASTM F 6682B 1 18' 2 60' NOTE: 1. ALL LINES TO BE PAINTED WHITE. THE BASE LINE SHALL BE 4" WIDE, ALL OTHER LINES SHALL BE 2" WIDE. 2. THE INBOUNDS AREA SHALL BE BLUE 3. MAXIMUM SLOPE 1%. 4. SEE SPECIFICATION FOR COLOR SURFACING SPEC. TENNIS LAYOUT 13'-6" 4'-6" 2" WHITE PAINT LINE C L PANNEL (SEE PLAN FOR WIDTH) HORIZONTAL BRACE OFFSET HINGE C L CONNECTOR BAND LATCH WITH PROVISION FOR PADLOCK 2" MAX CENTER STOP 9 GAUGE FABRIC TIES 12" O.C. REFER TO SPECIFICATIONS TENSION BARS WHEREVER FABRIC ENDS FINISH GRADE DIAMOND FABRIC, KNUCKLED SELVAGE, TOP AND BOTTOM 9 GAUGE FABRIC TIES 12" O.C. REFER TO SPECIFICATIONS 2" MAX H LOOP CAP 4'-0" MIN C L LINE POST 8' MAX TRUSS ROD WITH TURNBUCKLE TOP RAIL 4" MAX (TYP.) C L POST CAP TOP RAIL SLEEVE TERMINAL POST CORNER,, AND END POSTS HORIZONTAL BRACE TENSION BARS WHEREVER FABRIC ENDS CONNECTOR BAND 6" (TYP) FINISH GRADE 10'-0" 4" LONG BY 2" WIDE BASE LINE CENTER MARK 18' X 36' QUICKSTART TENNIS S 2X (SEE MASS. STANDARDS Sec ) NOTES: 1. NEW TENNIS S TO INCLUDE INSTALLATION OF NEW POSTS, NETS STRAPS W/ANCHORS, REBOUND BOARD, FENCEING. 2. S SURFACE COLORS TO BE CONFIRMED / APPROVED BY OWNER. 3. ALL MEASUREMENTS ARE OUTSIDE TO OUTSIDE OF S LINES. 4. ALL FENCE MEASUREMENTS ARE CENTERLINE TO CENTERLINE DIAMOND FABRIC, KNUCKLED SELVAGE, TOP AND BOTTOM CHAIN LINK FENCE DOUBLE DETAIL CONCRETE FOOTING NOTE: 1. REFER TO SPECIFICATIONS FOR FRAMEWORK AND FABRIC SIZING AND MATERIALS. 2. REFER TO CHAIN LINK FENCE DETAIL AND SPECIFICATIONS FOR FOOTING SIZING AND REQUIREMENTS 3. POST SPACING SHALL BE EQUIDISTANT NOTE: 1. REFER TO SPECIFICATIONS FOR FRAMEWORK AND FABRIC SIZING AND MATERIALS. 2. POST SPACING SHALL BE EQUIDISTANT. 15" 18" TERMINAL LINE BOTTOM RAIL CONCRETE FOOTING DEPTH AND WIDTH 4' 6', 8' 48" X 15" 48" X 18" 48" X 12" 48" X 15" CHAIN LINK FENCE DETAIL CONCRETE FOOTING - 18" DIA. REQUIRED AT ALL CORNER,, AND END POSTS; ALL LINE POSTS SHALL BE 15" DIA. TOP OF CONCRETE FOOTING LOCATED 6" BELOW FINISH GRADE. SLOPE TOP FOR DRAINAGE, TYP. BLINN TENNIS S RENOVATION DETAILS 2 SHEET 8 of 10

9 VARIES FINISHED GRADE NOTE: 1. SEGMENTAL BLOCK COLOR AND CAP UNIT CUT, CONTRACTOR TO SUBMIT ADHERES TO TOP STAMPED SHOP DRAWING FOR UNIT W/CONCRETE APPROVAL BY THE TOWN BEFORE ADHESIVE ORDERING. IMPERVIOUS FILL 12" DEEP MIN 6" UNDISTURBED SUBGRADE O.D. COMPACTED GRANULAR FILL IN 12" LIFTS PERFORATED PVC TRENCH SECTION PVC DRAIN 24" 12" WARNING TAPE 2" CONDUIT NOTES: 1. PROVIDE CONDUIT SPACERS EVERY 5 TO 8 FT AND AT ALL COUPLINGS. 2. DUCTBANK CONDUIT, CONDUIT SPACERS, WIRE, & ALL OTHER WORK PROVIDED BY GENERAL CONTRACTOR CONDUIT DETAIL 4' MAX. ING PAD MIN. 6" THICK 6" MIN. SEGMETAL BLOCK RETAINING WALL VERSA-LOK (OR APPROVED EQUAL) 6" MIN. DRAINAGE AGGRE 12" THICK MIN. 4" DIA. DRAIN PIPE OUTLET AT END OF WALL 40' CENTERS MAX. IMPERVIOUS FILL 1 FINISHED GRADE BLEACHERS PROPOSED GRADE SEGMETAL BLOCK RETAINING WALL VERSA-LOK (OR APPROVED EQUAL SEE DETAIL GRADE SECTION A-A SEDIMENTATION CONTROL FENCE BLEACHERS PAD ELEV FENCE POST 6" 1" MIN. 6" FENCE FABRIC 3/4" BOTTOM RAIL 4'-0" SLOPE: PER PLANS SET POST IN SLEEVE TENNIS SURFACE ASPHALT BINDER COURSE DENSE GRADED CRUSHED STONE SUBGRADE CONCRETE POST FOOTING ASPHALT WEARING COURSE BALED HAY HELD TOGETHER BY WOODEN STAKES 1" SQ. OAK POST SUPPORT NET INDUSTRIAL POLYPROPYLENE FILTER FABRIC MIRAFI 100 OR APPROVED EQUAL 1/8" TO 1/4" CRUSHED STONE BACK FILL BLINN TENNIS S RENOVATION DETAILS 3 12" SECTION PLAN TOWER DETAIL TENNIS EDGE DETAIL SEDIMENTATION CONTROL FENCE (SEE MASS. STANDARDS Sec ) SHEET 9 of 10

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