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Home My WebLink About62 Highbank Road Site Details 2UNPAVED i PAVED b" TOPSOIL t SEED SHEETING (F REQ'D) MIN TO BE CUTOFF S' MIN. BELOW GROUND AND 2' MIN. ABOVE TOP OF PIPE ANY SHEETING DRIVEN BELOW MID -DIA. OF PIFW SHALL BE LEFT INPLACE. PIPE W HALF SECTION IN EARTH (D+2' 3 BACI�TILL W/GRAVEL BEDDING 12' OVER PIPE WHEN PVC IS USED BACKFILL WIGRAVEL BEDDIWS TO MID-DIAM, W14EN OTHER THAN PVC PIPE 15 USED IN ROCK Typical Utility Trench N.T.S. PRECAST REINFORCED 6" THICK CONCRETE CONE OR b" THICK FLAT LID (WHERE BURIAL IS SHALLOW) NON -SHRINK MORTAR a PIPE OPENINGS — ALL AROIND 12" HDPE PIPE FINISH GRADE MORTAR TWO COURSES OF BRICK MASONRY MINIMUM, FOUR MAXIMUM, BED FRAME I BRICK WORK IN 3/8" MIN. FULL MORTAR BED COMPRESSIBLE FILLER ALL JOINTS ' @ SEE PLAN FOR NV. CAST IRON TRAP BY z NEENAH R3105 OR v E APPROVED EQUAL CIO ACTED GRAVEL - li I �Typ. Precast Concrete Catch Basin Detail N.T.S. 4000 PSI TYPE IIA AIR ENTRANED CONCRETE 1162 X W35X W35 WWF WELDED WIRE MESH SES LER s PR'_-=OGZ TD JOINT FILLER I , Ov O �NII MIN. GOMP>�TED o 121, SLELECTED GRAVEL BASE o (5EE MATERIAL plc -PIIp all! rl 1!111111 I L,_I =, IIIL111T= !'II',= COMPACTED SU5GRADE GLACE W/SELECT GRAVEL CO" FACTED IN 6" LAYERS Expansion Joint N.T.S. EXTEROR �- BUILDI S WA'_L I - EMERGDICY GONTPANEL BOARD P II II UNI . I TI ZED GAS—� L I L _ DISPENSER EXPLOSION PROOF UNION (TYP) r SEAT- FINI5H FLOOR ❑1111&1 IVT l I1 All Remote Gas Dispensing Station Underground Wiring Detail N.T.S. HEAVY DUTY FRAME AND COVER LEBARON LA -263 OR APPROVED EQUAL LAP FILT 12' MIN. 12" HDP FROM C FINISH GRADE PRECAST CONCRETE RISER OR BRICK LEVELING COURSES (2 MIR, 4 MAX.) 6" PEASTONE PRECAST CONCRETE LEACHING CHAMBER MIRFI--160X FILTER FABRC (SIDES ONLY) 3/4" TO 11/2" DOUBLE WASHED CRUSHED STONE ALL AROUND FREE OF FINES 6ND DUST LEACHING AREA 1 3'-6' 2 4'-0' 3 5'-0" Leaching Basin Detail N.T.S. TYPE 1-1 BIT. CONIC. PAVEMENT 26' 1112 WEARING SURFACE ON 11/2" BINDER COURSE CONCRETE —� kif, CONTROL JONT b'-0" OL- MAX EMBEDDED IN CONCRETE s� SCORE CONC. I I/2' DEEP O �— 12" MIN. COMPi�b �0m O SELECTED GRAVEL BASE o n_ (SEE MATERIAL SPECS) �-n O �u obi (SEE MATERIAL 111!II_IIPr'�II IIIIII- "' 1 1' I'll -K (IIIIIII ' :III- COMPACTED SUBGRADE SLEEVE POST REPLACE W/SELECT GRAVEL (COLOR TO BE DETERMINED COMPACTED IN 6" LAYERS Bit. Conc. Pavement N.TS. N.T.S. PRECAST REINFORCED 6" THICK CONCRETE CONE OR b" THICK FLAT LID (WHERE BURIAL IS SHALLOW) NON -SHRINK MORTAR a PIPE OPENINGS — ALL AROIND 12" HDPE PIPE FINISH GRADE MORTAR TWO COURSES OF BRICK MASONRY MINIMUM, FOUR MAXIMUM, BED FRAME I BRICK WORK IN 3/8" MIN. FULL MORTAR BED COMPRESSIBLE FILLER ALL JOINTS ' @ SEE PLAN FOR NV. CAST IRON TRAP BY z NEENAH R3105 OR v E APPROVED EQUAL CIO ACTED GRAVEL - li I �Typ. Precast Concrete Catch Basin Detail N.T.S. 4000 PSI TYPE IIA AIR ENTRANED CONCRETE 1162 X W35X W35 WWF WELDED WIRE MESH SES LER s PR'_-=OGZ TD JOINT FILLER I , Ov O �NII MIN. GOMP>�TED o 121, SLELECTED GRAVEL BASE o (5EE MATERIAL plc -PIIp all! rl 1!111111 I L,_I =, IIIL111T= !'II',= COMPACTED SU5GRADE GLACE W/SELECT GRAVEL CO" FACTED IN 6" LAYERS Expansion Joint N.T.S. EXTEROR �- BUILDI S WA'_L I - EMERGDICY GONTPANEL BOARD P II II UNI . I TI ZED GAS—� L I L _ DISPENSER EXPLOSION PROOF UNION (TYP) r SEAT- FINI5H FLOOR ❑1111&1 IVT l I1 All Remote Gas Dispensing Station Underground Wiring Detail N.T.S. HEAVY DUTY FRAME AND COVER LEBARON LA -263 OR APPROVED EQUAL LAP FILT 12' MIN. 12" HDP FROM C FINISH GRADE PRECAST CONCRETE RISER OR BRICK LEVELING COURSES (2 MIR, 4 MAX.) 6" PEASTONE PRECAST CONCRETE LEACHING CHAMBER MIRFI--160X FILTER FABRC (SIDES ONLY) 3/4" TO 11/2" DOUBLE WASHED CRUSHED STONE ALL AROUND FREE OF FINES 6ND DUST LEACHING AREA 1 3'-6' 2 4'-0' 3 5'-0" Leaching Basin Detail N.T.S. r0 EpG4kjp/l 4 3/4' 0L. TYP. 411 ��Tl' COMPAC I `D GRAVEL /Y COMPACTED SUBGRADE THE SPILL BARRIER TO BE 5 CONTINUOU5 60JARE OR 'V' GROOVES 3/4"X3/4" DEEP ON 4 3121( CENTER WITH CRO65 INTERSONNECTING SQUARE OR 'V' GROOVES EQUALLY 5PACED ON MINIMU`C�i I2" MAXI'rj t M 48" CENTERS. THE OUTSIDE GROOVES TO BE AT LIMIT OF HAZAc PROTECTION AREA AND THE POTENTIAL SPILL AREA TO BE WITHIN THIS PROTECTION AREA GROOVES MAY BE SAW CUT OR SCORED INTO CONC'TE MAT. GROOVES MJST BE CLEAN AT ALL TIMES. Spill Barrier, saw Cuts & patterns N.T.S. 4000 PSI TYPE IIA 26' AIR ENTRAINED CONCRETE b"X b" WX X10 CONCRETE —� WELDED WIRE MESH CONTROL JONT b'-0" OL- MAX EMBEDDED IN CONCRETE s� SCORE CONC. I I/2' DEEP 6" DIA. PIPE FILLED .• ,'• • J O J � � Z 12" MIN. COMPACTED SELECTED GRAVEL BASE % (SEE MATERIAL Q II— I COMPACTED SUEGRADE SLEEVE POST REPLACE W/SELECT GRAVEL (COLOR TO BE DETERMINED COMPACTED IN 6' LAYERS Control Joint Detail RE LECTIVE BAND N.TS. r0 EpG4kjp/l 4 3/4' 0L. TYP. 411 ��Tl' COMPAC I `D GRAVEL /Y COMPACTED SUBGRADE THE SPILL BARRIER TO BE 5 CONTINUOU5 60JARE OR 'V' GROOVES 3/4"X3/4" DEEP ON 4 3121( CENTER WITH CRO65 INTERSONNECTING SQUARE OR 'V' GROOVES EQUALLY 5PACED ON MINIMU`C�i I2" MAXI'rj t M 48" CENTERS. THE OUTSIDE GROOVES TO BE AT LIMIT OF HAZAc PROTECTION AREA AND THE POTENTIAL SPILL AREA TO BE WITHIN THIS PROTECTION AREA GROOVES MAY BE SAW CUT OR SCORED INTO CONC'TE MAT. GROOVES MJST BE CLEAN AT ALL TIMES. Spill Barrier, saw Cuts & patterns N.T.S. Bollard Detail 101, TYPE 1-1 BIT. CONI. CCUR5E 2 U2" TYPE 1-1 BIT. CONC. BINDER COURSE I V2" SLOPE MINIMUM REMOVE UNSUITABLE MATERIAL AND REPLACE WITH SELECT GRAVEL COMPACTED IN 12' LAYERS PIACE GRAVEL PRIOR OF SETTING OF CURB N.T.S. OF OFF WITH 26' 12" 'EYE' BOLT CONCRETE —� I EMBEDDED IN CONCRETE 6" DIA. PIPE FILLED CNAN WITH CONCRETE. SLEEVE POST (COLOR TO BE DETERMINED RE LECTIVE BAND BY ARCHITECT i CONCRETE BASE NEW 4000 PSI TYPE IIA Access Road Barrier Detail q AIR ENTRAINED N.T.S. CONCRETE BASE 7 2% SLOPE 12' °WRAVE; M . r .r O ;. Illlill I IIIIIII=IIfllll= I-IIIIII ► �,• .. +�.: •� I IIII- I!II!!11-'IIIIII=1 IIIIIII • .::t IIIIII '` _••.•IIIIII IIIIIII r • DEPTH OF FOOTING FOR BOLLARD BY _IIIIIII= MANUFACTURER II Ii II I=IIIIIII Bollard Detail 101, TYPE 1-1 BIT. CONI. CCUR5E 2 U2" TYPE 1-1 BIT. CONC. BINDER COURSE I V2" SLOPE MINIMUM REMOVE UNSUITABLE MATERIAL AND REPLACE WITH SELECT GRAVEL COMPACTED IN 12' LAYERS PIACE GRAVEL PRIOR OF SETTING OF CURB N.T.S. GO�C�T CUc 6' CUA REVEAL 4" LOAM FOR I I/)" Ty `P= I-1 6' PLANTING AREAS B'T CON--. TOP COURSE 2 tr" TYl ` 1-1 I ^' T I �. 1b ie I COI 5"OER COUP sI oP� vAeEs 05 REBARS TOP •-' = - t BOTTOM. 2" MIN COVER g� L IIIIIII IIII 111—' � i,l, 6•'•'N'"Ji COMPACicD G-RAir U*0ER CONCR=1= h C'E PRCrC= CONTRCL J0". 5 AT 5'-O" CC. AND EXPAN5ION JOINTS O.G. IF C15T IN PLACE PRE::_' CONC- CUA MAY BE SUBSTITUTED) I- t_L EYP05ED E:>SE5 TO HAVE 3/4" GHA'1=R 2 - CTCRETE TO BE <L?:hi PSI. Concrete Curb Detail N.T.S. :. .. iaa..-...... mss. li.. �a.r.sr .u..ca_-...-.h v. .:.fr'. Fxf .1ID.a-< ss_r.-y_.. m.= - L+'.Ltenau. ea a� �:�.3.. .�.._�::t.+il=_s�aa'..L:vi.- •_.v •` C� � •.� •. • a• �-lm+f&.wiEi:.�r:r�4-r�r�. 3-" s• EXISTING WASH GRADE hll �Ilu _,I IIII I !ii . =11111 ' •e t III,i III IIIIII ' 1'111= 6" MIN. CLEAR 1' 1'1= I=_ 1111.1 METAL TUBE IIIIIII ISI it 'I'll 4000 PSI u— . -d CONCRETEIII_1 LPI ' . ' 6" MIN. FOOTING !iill'I 'ill= CLEAR II'IiIIr—m <' X11 'i ll ' a . �. ° : 11111! I IIIIIII' �_ � � =illlf'I =illllll=llllil!=III III I-1111!11 =lllli 1-11111 INSTALL LATERAL CONTROL JOINTS A REQUIRED (8'-0" MAX SPACING) SLOPE WALKWAYS AS SHOWN ON PLANA (MINIMUM SLOPE = M° Chain Link Fence Post N.T.S. BASS RIVER GOLF COURSE SOUTH YARMOUTH, MA 5' CSS ARCMTECT S INCORPORATm i 107 Audubon Road "diTwo Sate ng 300 Wakefield, MA 01880 CSSr_aCSSARGRCOM Title : SITE DETAILS Scale AS SHOWN Date : 10.31•0I Drawn ACG Checked :�J S Project No. 995 avu.i'i'r.exc> .w- 26' 12" 'EYE' BOLT EMBEDDED IN CONCRETE • GALYMIZED CNAN 2 1/2' DIA SLEEVE POST RE LECTIVE BAND i CONCRETE BASE u Access Road Barrier Detail N.T.S. GO�C�T CUc 6' CUA REVEAL 4" LOAM FOR I I/)" Ty `P= I-1 6' PLANTING AREAS B'T CON--. TOP COURSE 2 tr" TYl ` 1-1 I ^' T I �. 1b ie I COI 5"OER COUP sI oP� vAeEs 05 REBARS TOP •-' = - t BOTTOM. 2" MIN COVER g� L IIIIIII IIII 111—' � i,l, 6•'•'N'"Ji COMPACicD G-RAir U*0ER CONCR=1= h C'E PRCrC= CONTRCL J0". 5 AT 5'-O" CC. AND EXPAN5ION JOINTS O.G. IF C15T IN PLACE PRE::_' CONC- CUA MAY BE SUBSTITUTED) I- t_L EYP05ED E:>SE5 TO HAVE 3/4" GHA'1=R 2 - CTCRETE TO BE <L?:hi PSI. Concrete Curb Detail N.T.S. :. .. iaa..-...... mss. li.. �a.r.sr .u..ca_-...-.h v. .:.fr'. Fxf .1ID.a-< ss_r.-y_.. m.= - L+'.Ltenau. ea a� �:�.3.. .�.._�::t.+il=_s�aa'..L:vi.- •_.v •` C� � •.� •. • a• �-lm+f&.wiEi:.�r:r�4-r�r�. 3-" s• EXISTING WASH GRADE hll �Ilu _,I IIII I !ii . =11111 ' •e t III,i III IIIIII ' 1'111= 6" MIN. CLEAR 1' 1'1= I=_ 1111.1 METAL TUBE IIIIIII ISI it 'I'll 4000 PSI u— . -d CONCRETEIII_1 LPI ' . ' 6" MIN. FOOTING !iill'I 'ill= CLEAR II'IiIIr—m <' X11 'i ll ' a . �. ° : 11111! I IIIIIII' �_ � � =illlf'I =illllll=llllil!=III III I-1111!11 =lllli 1-11111 INSTALL LATERAL CONTROL JOINTS A REQUIRED (8'-0" MAX SPACING) SLOPE WALKWAYS AS SHOWN ON PLANA (MINIMUM SLOPE = M° Chain Link Fence Post N.T.S. BASS RIVER GOLF COURSE SOUTH YARMOUTH, MA 5' CSS ARCMTECT S INCORPORATm i 107 Audubon Road "diTwo Sate ng 300 Wakefield, MA 01880 CSSr_aCSSARGRCOM Title : SITE DETAILS Scale AS SHOWN Date : 10.31•0I Drawn ACG Checked :�J S Project No. 995 avu.i'i'r.exc> .w-