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HomeMy WebLinkAbout83- 927 - DetailsZ4-(,4 Cl MANHOLE PRAMS er COVFe 24'S•9014QE FR/1.WF ;BATE E.L.LEBARON CAT. NO. LK-1/OA . 02 ` E.L. LEBA,'OAl APPROVED ECRU/VALENT Boo- C CAT N9 LFZ48-Z 04 APPROVED EOUAL ) ' 82000.`1T TO 5P,4DE WrTq B,?,C;! Op i0 GRAIOE W/Ttl 8A21CK OC PRF_CAST' PRE -CAST CONCRETE .P/WS � ,v"OergR COAJCP97-E -MIOS � MO,PTAe /� FI,V 6,PFGE F6t,1,11SHEO G24pE , '-' Wit-. ILI k - / PLASTIC �C E r, TYPICAL LEACH GALLEY AND CATCH BAS/N SECT/ON C NO SCALE ) / /1 G ROOF L EADEl2 /, f Ler OTNE�] GROUTED F!N'SH E�D Ge ACE B'PYC 502135 -1— --- --- EHEC L- 8"x 450 PVC ELBOW CONNECT/ON TO HU1L0/AG ROOF DRA/NAGE UND/STURBEO SOIL T FINE GRANULAR MATERIAL - L /NNACES PR--c,AST HG'B 600 OR A<'PROYEO EGu4L z' a; r. colic. AP,2ow n4 PVC STORM DRAINAGE �F/NCS;-+ED GRADE r 1 C tN. i T CLEAN OUT DET<1/!_ N COMPACTED BACKFILL TJ2ENCH DETAIL FOR 1/AR/A5LE D/AMETER PIPE CLASS ~B" BEDDING NO SCALE MATCH PAYEMENT C TYP.) r �+ ly NOQ.M L 1 l �GUTTEIZLINE j / r I 70 i �1 LEACH BASIN"_ -- - • ■-■*��' 1, h 1 1 PR ECA ST I' HCB 600 1 MATCH -__—_-t PAYEMENT (TYPJ 12'V/IOE CAPE COD 8ER'.4 1 94 I 2"6/TUMINOUS GONCP_ETE CLASS ! 3/NDER I" BITUMINOUS CONCo�-ETE CLASS / TOP COURSE -- 0" MAI'. 3" � SLOPE VA2.%ES CAPE COD BERM 12" GRAVEL BASE B/TUN/,UD US Gd,CrC,PCTE ,eDAO(✓AY i /" CNANf fK ,VOTE' JAG/c12'TDOC %s"G/r/"D - Cd,L/T,PdC ✓D/,UT EYERY 6',0'f PQOV/DE Yz ,EXf.I,UJ/dA/ ✓0/uT H4TE,P/AL EYEePY Zd' r if a" OF PEAS70,QF Q% .°�`:•' (o'/ C?,OYEL JUB'B.�JE�CO,YP.00TED% _ �j I I I" � • I r SECT/0N A -A I-+i j•-- /, wlpE CAf E Coo B6QM E.L.LEF3A20N FOUNDRY CAT. NO. LG 1221-8 C.I. 2ECTANC-ULAQ G,EgTE Al./D R.✓9/L BERM GETA/L +t5 As sHowu--,� �' "k v�• % 241, C.I. MANHOLE FRAME ,� COVER AT A \� � E.L. LEBA,E'ON CAT. NO. LK -110A 02 ' � 8/TUMlNOU$ CO,VC2ErE \ CATCH BASIN PAVEMENT TD GRADE W�TN/VBR�CKT�OP. P,CEGAST n10 SCALE CONCRETE ><luGS Ft'• MORrA,F° I THREADED CAP 8 VC Ge 4"TN.P1/ OUT N-O.{TE B N ,.� 4000 FS/ POURED /N PL AGF GONCi!ET6 sLor%Ep DRAW RE VE cED cU28 LIA114APF_5 P)E'CGAST CONC2ETE. — --- �- COrJC. / MANHOLE - 4'-0' DJANIETpe SFS% lO" C -G` I' VV x /'DEEP COVCeETE U/ � � f% FLOW / 24 "A< C.Z. Mgn1HOLE F2AME. � CYJYE,e TP-L'VCN Dr� W/ S107-T?D grAl � PL NIU S/EW / E.L. LE[�AI2ON CAT. W. CAB 24¢ (TlPJCRL� (SEF SECT'/ON) � j i NOT TO SCALE 0.4 M/L. ELASTIC (TYP,) L // C�—� \ 2"PEAS)-ONE• 4'OF�TO!/� �I DEQ IV+ WASHED STONE ON ENOS ES PAD 1UV = 33.0 L] =1 C] Q Cl e 12 r' .., ALUM, PIPE. 1NYER7 � ELEV.= ��? , EteY= 31 ¢ ,32.9 fl o o c= a ' ^ ELBOW C � I '� • C 7 ['ta LY ` , n BOTTOM OF LEACH GALLEYS TD NOTE : 1NTEkfJAT10N.aL SYMBOL OF ACCESSIBILITY 516NAGE `— BACKfILL SLOTTED DRAIN A"D MANHOLE DETA/L ELEV. 31.4 AS SHOWN SHALL BF DISPLAYED IN ACCORDANCE WITH F-FOUIREMEAIM OF -50 / CMR : ARCH/TECTURAL BAP2/E2S BOARD ••� r:r CJA/G d/OEGG4C.t' G' COA/C. CUQB SEE NOTE _ W �v N POJT.✓LLS TG/d JaoLCS F02 P,VY. Ji.?.UOA70 JT.oat HANDICAPPED PARKING a CURB CUT OPTA iL NO SCALE 4 40RIZ. BARS AT 18° O.C. . � T.O.W. EL. = 36_5 � BARS AT 15" O.C.. 3i -t- 4 VEP -T.. GARS ;!y AT �8" O.G• v PROPOSED PAVEMENT -Y—;, 3" '• — �F G VEP -T. BAPS A7 14"O.G. 6 J e DOWE O.C. C• 2" COVER .••" -. �„ �-44 O.C. AS SHowN 3" 6 AT 1E� Q. Cl. TYPICAL SECTION CONCRETE ZETA►NTNG WAIL No .SCALE_ 11 _ C rTP / o ~ :,:. �r - j F--�] CIC; FLOW o -- /2 yL A!_UMINUM PIPETj Cl LJ C /2` ALU-NINUM LDci PRECAST IEACR IG ;�q•. . • - 6'x4' G4LLEY, IJV'�'EcF - • ' AS � ¢'-O" � OR APPRO✓ED E4VA1 TD //" vV4SHED 57-0n;= CAJALL SIDES AND EIJD5 !E'r-O" SOTTO" OF LEACH GALLEYS 5x4ALL BE AT ELEV. = 31.4 TYPICAL LEACH GALLEY AND CATCH BAS/N SECT/ON C NO SCALE ) / /1 G ROOF L EADEl2 /, f Ler OTNE�] GROUTED F!N'SH E�D Ge ACE B'PYC 502135 -1— --- --- EHEC L- 8"x 450 PVC ELBOW CONNECT/ON TO HU1L0/AG ROOF DRA/NAGE UND/STURBEO SOIL T FINE GRANULAR MATERIAL - L /NNACES PR--c,AST HG'B 600 OR A<'PROYEO EGu4L z' a; r. colic. AP,2ow n4 PVC STORM DRAINAGE �F/NCS;-+ED GRADE r 1 C tN. i T CLEAN OUT DET<1/!_ N COMPACTED BACKFILL TJ2ENCH DETAIL FOR 1/AR/A5LE D/AMETER PIPE CLASS ~B" BEDDING NO SCALE MATCH PAYEMENT C TYP.) r �+ ly NOQ.M L 1 l �GUTTEIZLINE j / r I 70 i �1 LEACH BASIN"_ -- - • ■-■*��' 1, h 1 1 PR ECA ST I' HCB 600 1 MATCH -__—_-t PAYEMENT (TYPJ 12'V/IOE CAPE COD 8ER'.4 1 94 I 2"6/TUMINOUS GONCP_ETE CLASS ! 3/NDER I" BITUMINOUS CONCo�-ETE CLASS / TOP COURSE -- 0" MAI'. 3" � SLOPE VA2.%ES CAPE COD BERM 12" GRAVEL BASE B/TUN/,UD US Gd,CrC,PCTE ,eDAO(✓AY i /" CNANf fK ,VOTE' JAG/c12'TDOC %s"G/r/"D - Cd,L/T,PdC ✓D/,UT EYERY 6',0'f PQOV/DE Yz ,EXf.I,UJ/dA/ ✓0/uT H4TE,P/AL EYEePY Zd' r if a" OF PEAS70,QF Q% .°�`:•' (o'/ C?,OYEL JUB'B.�JE�CO,YP.00TED% _ �j I I I" � • I r SECT/0N A -A I-+i j•-- /, wlpE CAf E Coo B6QM E.L.LEF3A20N FOUNDRY CAT. NO. LG 1221-8 C.I. 2ECTANC-ULAQ G,EgTE Al./D R.✓9/L BERM GETA/L +t5 As sHowu--,� �' "k v�• % 241, C.I. MANHOLE FRAME ,� COVER AT A \� � E.L. LEBA,E'ON CAT. NO. LK -110A 02 ' � 8/TUMlNOU$ CO,VC2ErE \ CATCH BASIN PAVEMENT TD GRADE W�TN/VBR�CKT�OP. P,CEGAST n10 SCALE CONCRETE ><luGS Ft'• MORrA,F° I THREADED CAP 8 VC Ge 4"TN.P1/ OUT N-O.{TE B N ,.� 4000 FS/ POURED /N PL AGF GONCi!ET6 sLor%Ep DRAW RE VE cED cU28 LIA114APF_5 P)E'CGAST CONC2ETE. — --- �- COrJC. / MANHOLE - 4'-0' DJANIETpe SFS% lO" C -G` I' VV x /'DEEP COVCeETE U/ � � f% FLOW / 24 "A< C.Z. Mgn1HOLE F2AME. � CYJYE,e TP-L'VCN Dr� W/ S107-T?D grAl � PL NIU S/EW / E.L. LE[�AI2ON CAT. W. CAB 24¢ (TlPJCRL� (SEF SECT'/ON) � j i NOT TO SCALE 0.4 M/L. ELASTIC (TYP,) L // C�—� \ 2"PEAS)-ONE• 4'OF�TO!/� �I DEQ IV+ WASHED STONE ON ENOS ES PAD 1UV = 33.0 L] =1 C] Q Cl e 12 r' .., ALUM, PIPE. 1NYER7 � ELEV.= ��? , EteY= 31 ¢ ,32.9 fl o o c= a ' ^ ELBOW C � I '� • C 7 ['ta LY ` , n BOTTOM OF LEACH GALLEYS TD NOTE : 1NTEkfJAT10N.aL SYMBOL OF ACCESSIBILITY 516NAGE `— BACKfILL SLOTTED DRAIN A"D MANHOLE DETA/L ELEV. 31.4 AS SHOWN SHALL BF DISPLAYED IN ACCORDANCE WITH F-FOUIREMEAIM OF -50 / CMR : ARCH/TECTURAL BAP2/E2S BOARD ••� r:r CJA/G d/OEGG4C.t' G' COA/C. CUQB SEE NOTE _ W �v N POJT.✓LLS TG/d JaoLCS F02 P,VY. Ji.?.UOA70 JT.oat HANDICAPPED PARKING a CURB CUT OPTA iL NO SCALE 4 40RIZ. BARS AT 18° O.C. . � T.O.W. EL. = 36_5 � BARS AT 15" O.C.. 3i -t- 4 VEP -T.. GARS ;!y AT �8" O.G• v PROPOSED PAVEMENT -Y—;, 3" '• — �F G VEP -T. BAPS A7 14"O.G. 6 J e DOWE O.C. C• 2" COVER .••" -. �„ �-44 O.C. AS SHowN 3" 6 AT 1E� Q. Cl. TYPICAL SECTION CONCRETE ZETA►NTNG WAIL No .SCALE_ 11