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HomeMy WebLinkAbout186 Mid-Tech Drive Details Plan24' NOTES: L, 1. ALL SECTIONS SHALL BE DESIGNED FOR v HS -20 LOADINC, 2. COPOLYMER MANHOLE STEPS SHALL BE I� INSTALLED AT 12. O.C. FOR THE FULL W c'F�i ' •� DEPTH OF THE STRUCTURE 48' DIA. CATCH BASIN 3. PROVIDE 'V' KNOCKOUTS FOR PIPES WITH 2' MAX. CLEARANCE TO OUTSIDE OF PIPE ALTE - SE TION MORTAR ALL PIPE CONNECTIONS. (STEEL REINFORCED FOR HS -20 LOADING) 4. JOINT SEALANT BETWEEN PRECAST SECTIONS 24 SHALL BE PREFORMED BUTYL RUBBER. m _ a 5. CATCH BASIN FRAME AND GRATE' 4B' DIA CATCH BASIN - i I SHALL BE SET IN FULL MORTAR BED. K AND MORTAR ADJUST (2 BRICK COURSES TYPIDE WITH CLAY CALLY. ALTERNATE 70P SLAB (STEEL REINFORCED FOR HS -20 LOADING) LEBARON CB FRAME RIM ELEV MEASURED AT THIS LOCATION & BEHAVE GRATE ON BEEHIVE GRATES 1111 PRECAST PRECAST CONCRETE RISER HOLD RIM ELEV ABOVE FINISH GRADE GROUTED IN PLACE AS NOTED ON PLANS HEREIN. Up <�� cFi z v ' W W z 48' DIA. CATCH BASIN z TYF, C- ae. 9 NOTE 4 ET DIA. \\ VARA CATCH BAM (CB) VdITH GAS TRAP DETAIL • SEE PLANS FOR PIPE TYPE AND DIAM. • CS TO BE LEBARON JLGC225-2 ("SEE .HIVE' GRATE) OR EQUAL N.T.S. C- 118 SURFACE KNOWN 12' OEYiH BITUMINOUS TREATMENT ?D• YAPoES TYPE 9 CCI CONE PAVEMENT VARIES VAaES USI G2 32,5' (TOP COURSE) VA© O i CO CIO EL ��- SEE DETAIL #416 6' 2' TOO TOPBITUMIN OF CURB VArES CONIC. PBITUMINAVEMENT 3' (BINDER COURSE) 1' BOC SO OF CURB ,o.p0o o �O aa�o a O o�..0000o °° 8p 0 p °8 8°• Oo °09 •0000 00 'a �°° oto ° o°. oo a o acP °°o ° 00 8°. , ° oS800�° a'O ° oco oQoo°8°°.4 °o °° o° °o BITUMINOUS TACK COAT C- T.. 1' REOA LVO RO FROM SEDMD Bic sL EgYL CAPE COD BERM (CCB) ��-PAIL STRAP o F81G OFPIM TOP OF 6'PETD C8 STYLE KNOWN N1UIN OEYiH 1YPE 1 C8 24' ?D• YAPoES TYPE 9 CCI 29S 24 VAaES USI G2 32,5' 27.5 VA© COMPACTED GRAVEL BASE COMPACTED SUBGRADE N.T.S. C- 415 s BAG DETAIL INLET SEDIMENT CONTROL DEVICE - SILT SACK NOTES: THE DIMENSION CHART ABOVE IS FOR STANDARD CATCH BASINS AND INLETS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CORRECT SIZE DEVICE FOR EACH INLET. FOR NON-STANDARD CATCH BASINS AND INLETS, THE CONTRACTOR SHALL MEASURE DIMENSIONS IN THE FIELD AND ORDER THE APPROPRIATE SIZE(S). THE INLET SEDIMENT CONTROL DEVICE SHALL BE OF HIGH ROW DESIGN (200 GAL/MIN/FF), AS PER THE MANUFACTURER'S SPECS. THE SEDIMENT CONTROL DEVICE SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED A MINIMUM ONCE PER MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. FILTER SHALL BE CLEANED IN A MANNER WHICH ENSURES THAT ALL SEDIMENT REMAINS ON SITE SUBSITMON OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF THE INLET IS NOT APPROVED. RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING FILTER FABRIC INLET SACKS, SIZE OF FILTER INLET SACK TO BE DETERMINED BY MANUFACTURER. THE FILTER SHALL BE REPLACED OR CLEANED WHEN THE BAG BECOMES HALF FULL - SILT SACK N.T.S. C_ CXETAIL 703 g NUILU rOrt APPLICABLE UTILITY 3:0 STONE LINING TO BE PER MHD SPEC M2.02.3 TREATMENT (VARIES - SEE PLAN) 11 PLAN VIEW TOP OF CHANNEL MAY VARY - SEE PLAN FOR LAYOUT -TOP OF STONE - SEE PIAN FOR LAYOUT OF STONE '•FINAL BACKFILL - Minimum hsl ht of riprop shall ORDINARY BORROW (M.1.01.0) be 19 unless '0 1 se ' J noted on the plan. See phn _kr afop 6' Min 0osn*. o aw a {jj-.'; nq°%i@,ir'c?:. 'HAND TAM 4' min. typ. g i chaneN AwaN p d"Q h 4 qr. INITIAL BACKFILL STONE DEPTH TO BE 1.5 TIMES THE MAX. �We W STONE DIA BUT NOT LESS THAN 12' n 'HAND TAMPED FILTER FABRIC 0.o 4a "s MIRAFI FW700 OR EQUAL m <4 "' . A PROFILE VIEW 1.0'4 k COMPACTED • OO.., 4':15" '. SAO u- � BEDDING COMPACTED SUBGRADE/ MUST BE A STABLE FOUNDATION. UNSUITABLE FOUNDATIONS MUST BE UNDERCUT AND REPLACE WITH A SUITABLE BEDDING MATERIAL • COMPACT TO 95% MODIFIED PROCTOR (MIN.) IN 6' LIFTS (MAX.) we COMPACT TO 95% MODIFIED PROCTOR (MIN.) IN 6' LIFTS (MAX.) ONLY IF UNDER PAVED, CONCRETE OR HARDSCAPED SURFACE - (AREAS SUBJECT TO VEHICULAR AND/OR PEDESTRIAN TRAFFIC). FINAL BACKFILL IN GENERAL EMBANKMENT AREAS MUST BE COMPACTED TO 85% MODIFIED PROCTOR (MIN.) IN 12' LIFTS (MAX.) "*FOR SANITARY SEWER MANS, S' BEDDING SHALL BE BACKFILLED WITH 3/8'-3/4' NON -ANGULAR STONE IN LIEU OF GRAVEL BORROW. COMPACT TO 95% MODIFIED PROCTOR. UTIL" TRENCH C)ETAIL 6gA0E WW Or FIDIFM' PEP DICK jr- 4' F11WflfNP rA SfpE F----- q rT"A !ROUP OF Y FSR CURElff P8 FOR CURB SFEJLW F R GSPB /LPL'FRff 00IN aM PLAN - OfAAIHDL6 QONORTE WILw1Y SNAIL DIM2 FTO 9011 - RPI' RAM AY 80 OF SPLMY 9AM BE i1119A WrX WE WIMY DO AND NW PFAW ASM WE SP1JLW FIDMINE SEE PAW FOP TWA" FAIDIDIT _ r r r AS OFBOm I� =1 I L r S I I-� I I Y NOTES; 1. SYMBOL SHALL BE CENTERED IN THE PARKING STALL. 2. SYMBOL SHOULD BE WHITE ON A BLUE BACKGROUND. I HMMAPPED PARKING STALL SYMBOL nETAIL A� mmum height of riprop shall be one (1) foot, unless otherwise noted on the plan. FILTER FABRIC MIRAS FW700 OR EQUAL _� Bottom width a wry. Sae plan SECTION VIEW for actual tlimereions. CONSTRUCTION SPECIFICATIONS: 1. ANY FILL REQUIRED SHALL BE COMPACTED TO APPROPRIATE DENSITIES. 2. GEOTEXTILE SHALL BE PROTECTED FROM PUNCHING, CUTTING, OR TEARING. ANY DAMAGE SHALL BE REPAIRED BY OVERLAYING ANOTHER PIECE OF FABRIC OVER THE DAMAGED PORTION WITH A MIN OF 12. OVERLAP OR COMPLETELY REPLACING FABRIC. 3. THE STONE SHALL BE PLACED SO THAT IT BLENDS IN WITH THE SURROUNDING GROUND (IMPOPTANT: IF THE STONE IS PLACED TOO HIGH THE FLOW WILL BE FORCED OUTSIDE OF THE CHANNEL CAUSING EROSION]. N.T.S. I D I STONE CHANWL PROTECTION N.T.S. �1 DETAIL 1 1/2' HOT MIX ASPHALT SURFACE COURSE -STANDARD TOP COURSE, PER MHD M3.11.03 TABLE A 0 ° o oP° Oa ° ° a o o, 2' HOT MIX ASPHALT BASE/INTERMEDIATE o:' a ° a o ° COURSE - BINDER, PER IM3.11.03 TABLE A 0 ^ R 4' `� ; o • ° e 12' GRAVEL BORROW 1,17.03.0, TYPE B, C OR o°•o. °' 8 • . A ;'. ' o D. OR PROCESSED GRAVEL BORROW M1.03.1 Q�oR;d " e• ?' d o °0S OR RECLAIMED PAVEMENT BORROW M1.09.0. 8 � °'p' 0 ° 0 & FOR ALL SPECS, AT LEAST 7OX SHALL PASS THE 3 4' SIEVE TO ALLOW FOR PROCTOR DENSITY COMPACTION TESTING. STANDARD DUTY FLEXIBLE PAVEMENT COMPACTED SUBGRADE COMPOSITION AND COMPACTION ACCEPTANCE TESTS 1. OBTAIN SAMPLES FROM PLANT TO INDICATE CONFORMANCE WITH 1 2. PERFORM PAVEMENT DENSITY TESTING AS OUTLINED IN M3.11.OS 3. ALL SAMPLES TO BE TAKEN IN ACCORDANCE WITH THE MOOT SPECIFICATIONS. 4. MATERIALS SHALL MEET OR ACCEED THE REQUIREMENTS SPECIFIED IN SECTION M3.11.00 DIVISION III, MATERIALS AND THE FOLLOWING SUBSECTIONS MINERAL AGGREGATE: III BITUMINOUS MATERIALS: M3.11.05 MINERAL FILLER: M3.11.05 COMPOSITION OF BASE COURSE: M3.11.02 5. THE BITUMINOUS CONCRETE BASE COURSE SMALL BE CONSTRUCTED IN ACCORDANCE WITH RELEVANT SECTIONS/PROVISIONS OF SECTION 450 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT, TYPE 1-1 S. CLASS I BITUMINOUS PAVEMENT, TYPE 1-1 REWIRED PER SECTION 460. TESTING FOR BASE COURSES AND TOP COURSES SHALL HAVE A MINIMUM COMPACTION OF 95% PROCTOR DENSITY. TESTING TO BE COMPLETED BY METHODS OUTLINED IN M3.11.00 wessesses 3' SANDY TOPSOIL IF FILL IS NEEDED FOR SUBGRADE, FILL MATERIAL SHALL BE SAND MEETING SPE PER MHD-SSHB M1.04.0 TYPE B. 2' PEA STONE EXISTING SUB -GRADE TO BE INSPECTED AND APPROVED BY ENGINEER CUTLET SEE PLA TYPE & MATERIAL SLOPES VARY r MULCH LAYER . RW CROSS-SECTION FLOW BAXTER NYE ENGINEERING & MATERIAL SPECIFICATION NOTES: SURVEYING MULCH LAYER AGED (6 MONTHS MIN.), FINE SHREDDED HARDWOOD MULCH. PINE MULCH AND WOOD CHIPS NOT ACCEPTABLE Registered Professional Engineers PLACE A 2 TO 3 INCH LAYER ON THE SURFACE OF THE FILTER BED. MIX HALF INTO and Land Surveyors SOIL FILTER MEDIA. ALTERNATIVE SURFACE COVER A 2 TO 3 INCH LAYER OF RIVER STONE OR PEA GRAVEL TO SUPPRESS WEED GROWTH, OR TURF COVER. ONLY IF SPECIFIED IN DRAWINGS. 78 North Street - 3rd Floor TOP SOIL (FGR TURF COVER) Hyannis, Massachusetts 02601 3 INCH SURFACE DEPTH OF LOAMY SAND OR SANDY LOAM TEXTURE, WITH LESS THAN 5% CLAY CONTENT, CORRECTED PH 5.5-6.5, AND ORGANIC MATTER OF Phone - (508) 771-7502 BETWEEN 1.5R TO 3X Fax - (508) 771-7622 www.boxter-nye.com STAMOO,,AOFn SAc a STAMP ,.goy' MATTHEW ti� o EDD GYivil -+ ' �. NoC43183 m ki N.T.S. CONSULTANT CONSULTANT PARKING SIGNS PREPARED F O R FOR HANDICAPPED SEE PLAN FOR PLACEMENT HANDICAPPED RAMP (SEE RAMP 4' WOOD STAKE AT 1-1/4' x 1-1/4'x 8.3 FT O/C 'VAN' ACCESSIBLE DETAILS FOR APPROPRIATE DETAIL) 1- APPROVED EQUAL Cape Cod 5 Cents Savings Bank HANDICAP SPACES 4' SOLID WHITE STRIPING P. O. BOX 10 0 457,8- O.C. * OR APPROVED EQUAL ' Orleans, MA 02653 c MIRAFl SILT FENCE (MIRAFl 00X) S+ :a IDEWALK r 4.�'. 3.`.Ow MAXIMUM SLOPE 2% - IN ALL DIRECTIONS ,0 IDS s VAN VAN �K W 1 III AL FLOW I IL PROTECTEDAREA 5'-0' 8'-0' 8'-0' 8'-0• 8'-0' 1 4' SOLID WHITE EPDXY RESIN PAVEMENT MARKING (20 ML. THICKNESS) TYP. _j (MIN.) � II I �I 1' (MIN.) PUCE 4' OF FABRIC I II ALONG TRENCH AWAY FROM PROTECTED AREA I II BACKFILL AND TAMP L LI N.T.S. I c- BfTUM1I S CONCRETE PAVEMENT SECTIONS N.T.S. c- HANDK:AP PAR= AND STANDARD STALL LAYOUT N.T.S. P602 416 pETA1L 440 ' DETAIL NOTE: OFFSET SIGN 3 FT. FROM FACE OF 1 3 4'd 12 GAUG .- - - FS -171L �' CURB WHEN REQUIRED FOR CAR OVERHANG o VERT,'W f I� '1 3 D' DIA HEX HEAD O .= t ,rfT MOLT W/HEX NUT AND O 0 O 3 SEE LAYOUT SHEET WASHERS o FOR SIGN FACE FINISHED o I w> GRADE I I rsLt . s �\ I o I ay �e ar v APPROVED SHEET METAL 0 TRAFFIC SIGN FACE 0 3/4' GALVANIZED STEEL LoJ SQUARE SIGN SUPPORT 2' f 12 GAUGEPATCH0 L k S 1 1 `T 1o<a REPAIR AND REPLACE EXISTING SURFACE a� o - - ' .k'*"r a �• T E KIND. BLEND MATCH � EXISTING OR REPAIRIR z ANY BREA!L-AWAY DETAIL ....-�f?'y „ -;, •r' DISTURBED AREAS OF w a"� �`�• LOAM /SEED -SOD d4 OR LA}JDSCAPING 00 j •Y=°:=HFt 3/8' DA PAN HEAD MACHINE SCREW z W/HEX NUT SIGN A B C D E �, & WASHERS 12'X1 Be 12' 10' 1.5' 1.5' 1.5' rn 0 O 0 FIBER OR PVC 0 WASHER o CONCRETE TE �j�/ SIGN_ 4 0 ' . (IF REQUIRED) �/ \�0 NOTES, o 1. TYPICAL MOUNTING HEIGHT (UNIQUE CONDITIONS MAY REQUIRE 0 _ ADJUSTMENT): 0 - IN RURAL AREAS, ROAD SHOULDERS AND AREAS WHERE NO PEDESTRIAN OR PARKING MOVEMENT'S ARE EXPECTED: 6 Fr. FROM 0 THE BOTTOM OF THE SIGN TO NEAR EDGE OF PAVEMENT. IN SIDEWALK OR AREAS WHERE THERE IS PEDESTRIAN MOVEMENT SIGN PANEL ATTACkMENY AND PARKING: 7 FT FROM THE BOTTOM OF THE SIGN TO THE SIDEWALK OR NEAR EDGE OF PAVING (IF A SECONDARY LOWER SIGN IS MOUNTED, IT SHALL NOT PROJECT MORE THAN 4 INCHES INTO THE PEDESTRIAN FACILITY.) - HANDICAP PARKING SIGNS: 6 FT. TO THE BOTTOM OF THE SIGN (NOT TO EXCEED 8 FT TO THE TOP OF THE SIGN) N.T.S.. n ACCESSIBLE PARKING SKYV N.T.S. TRAFFIC SKI POST N.T.S. FMC -9 m DETAIL D715 ETAIL N.T.S. PERMIT REVIEW ONLY -NOT FOR CONSTRUCTION BERM 1T' CRUSHED STONE CROSS-SEc-nQN NOTES: 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 2. THE ENTRANCE SMALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR ROMNG OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. N.T.S. > 5' 5 BLUE BACKGROUND 4' 4' R b 1'-0• D• c r 3' MIN. Y MIN. k NOTES; 1. SYMBOL SHALL BE CENTERED IN THE PARKING STALL. 2. SYMBOL SHOULD BE WHITE ON A BLUE BACKGROUND. I HMMAPPED PARKING STALL SYMBOL nETAIL A� mmum height of riprop shall be one (1) foot, unless otherwise noted on the plan. FILTER FABRIC MIRAS FW700 OR EQUAL _� Bottom width a wry. Sae plan SECTION VIEW for actual tlimereions. CONSTRUCTION SPECIFICATIONS: 1. ANY FILL REQUIRED SHALL BE COMPACTED TO APPROPRIATE DENSITIES. 2. GEOTEXTILE SHALL BE PROTECTED FROM PUNCHING, CUTTING, OR TEARING. ANY DAMAGE SHALL BE REPAIRED BY OVERLAYING ANOTHER PIECE OF FABRIC OVER THE DAMAGED PORTION WITH A MIN OF 12. OVERLAP OR COMPLETELY REPLACING FABRIC. 3. THE STONE SHALL BE PLACED SO THAT IT BLENDS IN WITH THE SURROUNDING GROUND (IMPOPTANT: IF THE STONE IS PLACED TOO HIGH THE FLOW WILL BE FORCED OUTSIDE OF THE CHANNEL CAUSING EROSION]. N.T.S. I D I STONE CHANWL PROTECTION N.T.S. �1 DETAIL 1 1/2' HOT MIX ASPHALT SURFACE COURSE -STANDARD TOP COURSE, PER MHD M3.11.03 TABLE A 0 ° o oP° Oa ° ° a o o, 2' HOT MIX ASPHALT BASE/INTERMEDIATE o:' a ° a o ° COURSE - BINDER, PER IM3.11.03 TABLE A 0 ^ R 4' `� ; o • ° e 12' GRAVEL BORROW 1,17.03.0, TYPE B, C OR o°•o. °' 8 • . A ;'. ' o D. OR PROCESSED GRAVEL BORROW M1.03.1 Q�oR;d " e• ?' d o °0S OR RECLAIMED PAVEMENT BORROW M1.09.0. 8 � °'p' 0 ° 0 & FOR ALL SPECS, AT LEAST 7OX SHALL PASS THE 3 4' SIEVE TO ALLOW FOR PROCTOR DENSITY COMPACTION TESTING. STANDARD DUTY FLEXIBLE PAVEMENT COMPACTED SUBGRADE COMPOSITION AND COMPACTION ACCEPTANCE TESTS 1. OBTAIN SAMPLES FROM PLANT TO INDICATE CONFORMANCE WITH 1 2. PERFORM PAVEMENT DENSITY TESTING AS OUTLINED IN M3.11.OS 3. ALL SAMPLES TO BE TAKEN IN ACCORDANCE WITH THE MOOT SPECIFICATIONS. 4. MATERIALS SHALL MEET OR ACCEED THE REQUIREMENTS SPECIFIED IN SECTION M3.11.00 DIVISION III, MATERIALS AND THE FOLLOWING SUBSECTIONS MINERAL AGGREGATE: III BITUMINOUS MATERIALS: M3.11.05 MINERAL FILLER: M3.11.05 COMPOSITION OF BASE COURSE: M3.11.02 5. THE BITUMINOUS CONCRETE BASE COURSE SMALL BE CONSTRUCTED IN ACCORDANCE WITH RELEVANT SECTIONS/PROVISIONS OF SECTION 450 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT, TYPE 1-1 S. CLASS I BITUMINOUS PAVEMENT, TYPE 1-1 REWIRED PER SECTION 460. TESTING FOR BASE COURSES AND TOP COURSES SHALL HAVE A MINIMUM COMPACTION OF 95% PROCTOR DENSITY. TESTING TO BE COMPLETED BY METHODS OUTLINED IN M3.11.00 wessesses 3' SANDY TOPSOIL IF FILL IS NEEDED FOR SUBGRADE, FILL MATERIAL SHALL BE SAND MEETING SPE PER MHD-SSHB M1.04.0 TYPE B. 2' PEA STONE EXISTING SUB -GRADE TO BE INSPECTED AND APPROVED BY ENGINEER CUTLET SEE PLA TYPE & MATERIAL SLOPES VARY r MULCH LAYER . RW CROSS-SECTION FLOW BAXTER NYE ENGINEERING & MATERIAL SPECIFICATION NOTES: SURVEYING MULCH LAYER AGED (6 MONTHS MIN.), FINE SHREDDED HARDWOOD MULCH. PINE MULCH AND WOOD CHIPS NOT ACCEPTABLE Registered Professional Engineers PLACE A 2 TO 3 INCH LAYER ON THE SURFACE OF THE FILTER BED. MIX HALF INTO and Land Surveyors SOIL FILTER MEDIA. ALTERNATIVE SURFACE COVER A 2 TO 3 INCH LAYER OF RIVER STONE OR PEA GRAVEL TO SUPPRESS WEED GROWTH, OR TURF COVER. ONLY IF SPECIFIED IN DRAWINGS. 78 North Street - 3rd Floor TOP SOIL (FGR TURF COVER) Hyannis, Massachusetts 02601 3 INCH SURFACE DEPTH OF LOAMY SAND OR SANDY LOAM TEXTURE, WITH LESS THAN 5% CLAY CONTENT, CORRECTED PH 5.5-6.5, AND ORGANIC MATTER OF Phone - (508) 771-7502 BETWEEN 1.5R TO 3X Fax - (508) 771-7622 www.boxter-nye.com STAMOO,,AOFn SAc a STAMP ,.goy' MATTHEW ti� o EDD GYivil -+ ' �. NoC43183 m ki N.T.S. CONSULTANT CONSULTANT PARKING SIGNS PREPARED F O R FOR HANDICAPPED SEE PLAN FOR PLACEMENT HANDICAPPED RAMP (SEE RAMP 4' WOOD STAKE AT 1-1/4' x 1-1/4'x 8.3 FT O/C 'VAN' ACCESSIBLE DETAILS FOR APPROPRIATE DETAIL) 1- APPROVED EQUAL Cape Cod 5 Cents Savings Bank HANDICAP SPACES 4' SOLID WHITE STRIPING P. O. BOX 10 0 457,8- O.C. * OR APPROVED EQUAL ' Orleans, MA 02653 c MIRAFl SILT FENCE (MIRAFl 00X) S+ :a IDEWALK r 4.�'. 3.`.Ow MAXIMUM SLOPE 2% - IN ALL DIRECTIONS ,0 IDS s VAN VAN �K W 1 III AL FLOW I IL PROTECTEDAREA 5'-0' 8'-0' 8'-0' 8'-0• 8'-0' 1 4' SOLID WHITE EPDXY RESIN PAVEMENT MARKING (20 ML. THICKNESS) TYP. _j (MIN.) � II I �I 1' (MIN.) PUCE 4' OF FABRIC I II ALONG TRENCH AWAY FROM PROTECTED AREA I II BACKFILL AND TAMP L LI N.T.S. I c- BfTUM1I S CONCRETE PAVEMENT SECTIONS N.T.S. c- HANDK:AP PAR= AND STANDARD STALL LAYOUT N.T.S. P602 416 pETA1L 440 ' DETAIL NOTE: OFFSET SIGN 3 FT. FROM FACE OF 1 3 4'd 12 GAUG .- - - FS -171L �' CURB WHEN REQUIRED FOR CAR OVERHANG o VERT,'W f I� '1 3 D' DIA HEX HEAD O .= t ,rfT MOLT W/HEX NUT AND O 0 O 3 SEE LAYOUT SHEET WASHERS o FOR SIGN FACE FINISHED o I w> GRADE I I rsLt . s �\ I o I ay �e ar v APPROVED SHEET METAL 0 TRAFFIC SIGN FACE 0 3/4' GALVANIZED STEEL LoJ SQUARE SIGN SUPPORT 2' f 12 GAUGEPATCH0 L k S 1 1 `T 1o<a REPAIR AND REPLACE EXISTING SURFACE a� o - - ' .k'*"r a �• T E KIND. BLEND MATCH � EXISTING OR REPAIRIR z ANY BREA!L-AWAY DETAIL ....-�f?'y „ -;, •r' DISTURBED AREAS OF w a"� �`�• LOAM /SEED -SOD d4 OR LA}JDSCAPING 00 j •Y=°:=HFt 3/8' DA PAN HEAD MACHINE SCREW z W/HEX NUT SIGN A B C D E �, & WASHERS 12'X1 Be 12' 10' 1.5' 1.5' 1.5' rn 0 O 0 FIBER OR PVC 0 WASHER o CONCRETE TE �j�/ SIGN_ 4 0 ' . (IF REQUIRED) �/ \�0 NOTES, o 1. TYPICAL MOUNTING HEIGHT (UNIQUE CONDITIONS MAY REQUIRE 0 _ ADJUSTMENT): 0 - IN RURAL AREAS, ROAD SHOULDERS AND AREAS WHERE NO PEDESTRIAN OR PARKING MOVEMENT'S ARE EXPECTED: 6 Fr. FROM 0 THE BOTTOM OF THE SIGN TO NEAR EDGE OF PAVEMENT. IN SIDEWALK OR AREAS WHERE THERE IS PEDESTRIAN MOVEMENT SIGN PANEL ATTACkMENY AND PARKING: 7 FT FROM THE BOTTOM OF THE SIGN TO THE SIDEWALK OR NEAR EDGE OF PAVING (IF A SECONDARY LOWER SIGN IS MOUNTED, IT SHALL NOT PROJECT MORE THAN 4 INCHES INTO THE PEDESTRIAN FACILITY.) - HANDICAP PARKING SIGNS: 6 FT. TO THE BOTTOM OF THE SIGN (NOT TO EXCEED 8 FT TO THE TOP OF THE SIGN) N.T.S.. n ACCESSIBLE PARKING SKYV N.T.S. TRAFFIC SKI POST N.T.S. FMC -9 m DETAIL D715 ETAIL N.T.S. PERMIT REVIEW ONLY -NOT FOR CONSTRUCTION BERM 1T' CRUSHED STONE CROSS-SEc-nQN NOTES: 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 2. THE ENTRANCE SMALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR ROMNG OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. N.T.S. > C Q Q Co 0 LU J W -6 Q F- 0LU N.� 2 O O i CO CIO EL ��- SHEET T TLE Details Plan SHEET NO billift DATE APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE 1"-20' DRAWNIDES GN BY JKL CHECKED BY MOUE JOB N O 2019-017 C A D D F L E 2015-017DT.dw