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HomeMy WebLinkAbout1213.97.5r S R i r i ;I r , A 1 }!!•M � `,MI6. r. •-T91 -- t t i 1 . irn•t 3 0 STAINLESS ►.,"f; MJSION ANCHOR BOLTS ,t `f �, Ail MARDWARE TO WE SS) _v 020 `"i 8, OHl mm um SEWER / }'` �� i /4' X ?' ALUMINUM PLATE LA jr DID INFLUENT SEWER r 4 r•.. ;�+ .' FLOW Pw ,t(; •. INVERT FLEW 873.94 1' -10' X 2' -Or X 1/4° ALUMINUM z DEFLECTOR PLATE SECTION r DEFLECTION PLATE DETAILS ` NO SCALE C 2 < , 5' OR LESS EDGE '� • +f� OF PAVEMENT. CURB, GUTTER OR S*" STRUCTURE W. IN THE PUBLIC R/W t 'ir BORROW OR ECUIV. i GRAN" MATERIAL MIN. 1.28 Be ♦ iZ" , MIN. d TOPSOIL TO COMPACTED TO 95% ENSURE GRASS, GROWTH STANDARD PROCTOR :,•;;. „,:: DENSITY _ MIN. 1240 #8 CRUSPIED v - r EGUSTONE OR I F z ,.!•� ; rt ' CLASS 1 BEDDING MATERIAL i Bc m OUTSIDE DIAMETER ' HAND TAMPED OR WALKED m INSIDE DIAMETER WM PLACE a DEPTH OF BEDDING MATERIAL BELOW PIPE N J a WHIN b'_ OF EDGE OF PAVEMENT ALL BEDDING do INITIAL BACKFILL SHAM BE INSTALLED IN d TO 4 , 12' BALANCED LIFTS. ,. A MINIMUM 9` CLFJIRMNGE SHALL BE PROVIDE ON EACH SIDE OF r •= P - 3 THE INSTALLED PIPE ��p�© (PVC AND PE) TRENCH DETAIL 6 ;. 1.lf�a H WITHIN 5' OF EDGE OF PAVEI:IENT C 2 • i t , F • ON OF PAVQ*W. cure. wm oft •1 THE PUBLIC R/MI .•�� ^3 .alt• S&/rKr. ��_ •>I F 1 ^ G'r•MCV Aa MN. 1.25 0 • 1 • t�AN�.y fir T/�b�P�9�0�11/�1p�0Oy/M MIN. i T �V��.ii1���.iYppMS�I�p�R V� ! . i/Aw�. c.• �^ NM h� OR rrMtl�fl d . DEPTH OF BEDDING MATERIAL BaDW PIPE aftcam Nm IV mm mm GE PAVEkmpff All `V �', �• ,� •F4, f SWU OE WAU.CD IN IF 10 1y „ 9W" K PI�tC' K ON EACM SIDE OF R -Af 1 •.w �! �'r u 1 i THE *W^AM M Aw (p. DETAL r t f " OF PAVEMENT •� '�, �'' `" �IrO >�L� - CRfJ►TER THAN S' Oi EDGE C 2 - - - .. ,,,� �'• m I !(! ;- ,i�aa,:�i�i1 iii - r PROVIDE EROSION CONTROL BLANKET, .... .. PST ... TYPICAL V —DITCH SWALE 2 NO SCALE C 2 VARIES VARIES TOP OF BANK 100 YEAR POOL ELEV. =883.30' ELEV.- 885.30' I s0 - 1 BOTTOM ELEV - 877.80' TYPICAL STORM WATER DETENTION AREA SECTION 7 NO SCALE C 2 35" 4 C.I. FRAME &- GRATE NEENAH R -3405 OR EQUAL W/ ROUND OR SOR. BASE & TYPE "07 GRATE. INLET CASTING TYPE •B• r9 NO SCALE C 2 PROVIDE TRANSVERSE CONTRACTION JOINTS AT MAX. 5' -0' O.C. AND TRANSVERSE EXPANSION JOINTS AT MAX. 100' —T 0•C• MID AT RADII TOPSOIL I I -� M TOP OF CURB tl') a r M i LPOOWNT 4 I/2' PAVEMENT v e n ' 1 c! I j E0 E.J. AT CONC. COMPACTED PAVEMENT SUBGRADE 2'—Cr 2' CONCRETE ROLL CURB AND GUTTER 3 NO SCALE K:L2 I POSS. �IP PIPE -- ------ OUTLET PIPE • 2 � w f CLASS CONCREn NOTE' N1• CONC. PRECAST OR POURED IN PLACE INLET TYPE •A• (MODED) (12• TO 18• P IFI PIPES) ri 0 NO SCALE C 2 % i CLEANOUT ADAPTOR 4" Zoo y THREADED PLUG Z353N OR EQUAL) (CARLON 2350 OR EQUAL) (CARLON _ W w iA LINE CONC. COLLAR . , • s �; t �• `� POUR CONC. ENCASEMENT •► AROUND PIPE z (n ..-. a LAj CAP (CARLON l 'R W Z948N OR EQUAL)' Sr��j„ -` s = ,•4- pW, rC r � s i EXTEr�IOR CLEANOUT (UNPAVED AREASO NO SCALE NC2 ate_ •�i a•.' � ` CLEANOUT ADAPTOR (CARL ON 7353N OR EQUAL) b.{f 0 CAST IRON FLOOR CLEANOUT W/ SERIATED CUTOFF SECTIONS do GASKETED PLUG J.R. SMITH 4220 OR EQUAL. - 1 t ° °o 0 00 o 0 00 0° 8e e8o04 0 0 eo40 Q.o 0 0 o c Oc�� O 0 0°0 _ -cw pe0 000 0400 -.j- .• e 00e000 O;o00. oo 0000.00 ` •i• a. - - - - ii .:sue POUR CONC. ENCASEMENT ' - �; AROUND PIPE - •: �.� Y - y LINE SIZE CAP (CARLON Z948N OR EQUAL) a. ` [ ?•' ::iE�• - �r EXTERIOR CLEANOUT (PAVED AREAS) r5 NO SCALE n ;f �. -ti: .y► 4, mkt 1 `) a ,= Q lr >. R + 3 Py uj a - h'• Z • _ DATE' Zvi +y ,�,+ t� : ;,0 L7 _ PROANO_ V0500 moms '''''A' ' DRAWNBY r SHEET; N0: OF _ - � ti._ - ' - � .aai....! - '•" 'ate- .t •- y, 9 -IT ,. Xc b i FLOW 1' -10" X 2' -11' X 114C ALUMINUM DEFLECTOR PLATE }'` �� i /4' X ?' ALUMINUM PLATE LA jr DID INFLUENT SEWER r 4 r•.. ;�+ .' FLOW Pw ,t(; •. INVERT FLEW 873.94 1' -10' X 2' -Or X 1/4° ALUMINUM z DEFLECTOR PLATE SECTION r DEFLECTION PLATE DETAILS ` NO SCALE C 2 < , 5' OR LESS EDGE '� • +f� OF PAVEMENT. CURB, GUTTER OR S*" STRUCTURE W. IN THE PUBLIC R/W t 'ir BORROW OR ECUIV. i GRAN" MATERIAL MIN. 1.28 Be ♦ iZ" , MIN. d TOPSOIL TO COMPACTED TO 95% ENSURE GRASS, GROWTH STANDARD PROCTOR :,•;;. „,:: DENSITY _ MIN. 1240 #8 CRUSPIED v - r EGUSTONE OR I F z ,.!•� ; rt ' CLASS 1 BEDDING MATERIAL i Bc m OUTSIDE DIAMETER ' HAND TAMPED OR WALKED m INSIDE DIAMETER WM PLACE a DEPTH OF BEDDING MATERIAL BELOW PIPE N J a WHIN b'_ OF EDGE OF PAVEMENT ALL BEDDING do INITIAL BACKFILL SHAM BE INSTALLED IN d TO 4 , 12' BALANCED LIFTS. ,. A MINIMUM 9` CLFJIRMNGE SHALL BE PROVIDE ON EACH SIDE OF r •= P - 3 THE INSTALLED PIPE ��p�© (PVC AND PE) TRENCH DETAIL 6 ;. 1.lf�a H WITHIN 5' OF EDGE OF PAVEI:IENT C 2 • i t , F • ON OF PAVQ*W. cure. wm oft •1 THE PUBLIC R/MI .•�� ^3 .alt• S&/rKr. ��_ •>I F 1 ^ G'r•MCV Aa MN. 1.25 0 • 1 • t�AN�.y fir T/�b�P�9�0�11/�1p�0Oy/M MIN. i T �V��.ii1���.iYppMS�I�p�R V� ! . i/Aw�. c.• �^ NM h� OR rrMtl�fl d . DEPTH OF BEDDING MATERIAL BaDW PIPE aftcam Nm IV mm mm GE PAVEkmpff All `V �', �• ,� •F4, f SWU OE WAU.CD IN IF 10 1y „ 9W" K PI�tC' K ON EACM SIDE OF R -Af 1 •.w �! �'r u 1 i THE *W^AM M Aw (p. DETAL r t f " OF PAVEMENT •� '�, �'' `" �IrO >�L� - CRfJ►TER THAN S' Oi EDGE C 2 - - - .. ,,,� �'• m I !(! ;- ,i�aa,:�i�i1 iii - r PROVIDE EROSION CONTROL BLANKET, .... .. PST ... TYPICAL V —DITCH SWALE 2 NO SCALE C 2 VARIES VARIES TOP OF BANK 100 YEAR POOL ELEV. =883.30' ELEV.- 885.30' I s0 - 1 BOTTOM ELEV - 877.80' TYPICAL STORM WATER DETENTION AREA SECTION 7 NO SCALE C 2 35" 4 C.I. FRAME &- GRATE NEENAH R -3405 OR EQUAL W/ ROUND OR SOR. BASE & TYPE "07 GRATE. INLET CASTING TYPE •B• r9 NO SCALE C 2 PROVIDE TRANSVERSE CONTRACTION JOINTS AT MAX. 5' -0' O.C. AND TRANSVERSE EXPANSION JOINTS AT MAX. 100' —T 0•C• MID AT RADII TOPSOIL I I -� M TOP OF CURB tl') a r M i LPOOWNT 4 I/2' PAVEMENT v e n ' 1 c! I j E0 E.J. AT CONC. COMPACTED PAVEMENT SUBGRADE 2'—Cr 2' CONCRETE ROLL CURB AND GUTTER 3 NO SCALE K:L2 I POSS. �IP PIPE -- ------ OUTLET PIPE • 2 � w f CLASS CONCREn NOTE' N1• CONC. PRECAST OR POURED IN PLACE INLET TYPE •A• (MODED) (12• TO 18• P IFI PIPES) ri 0 NO SCALE C 2 % i CLEANOUT ADAPTOR 4" Zoo y THREADED PLUG Z353N OR EQUAL) (CARLON 2350 OR EQUAL) (CARLON _ W w iA LINE CONC. COLLAR . , • s �; t �• `� POUR CONC. ENCASEMENT •► AROUND PIPE z (n ..-. a LAj CAP (CARLON l 'R W Z948N OR EQUAL)' Sr��j„ -` s = ,•4- pW, rC r � s i EXTEr�IOR CLEANOUT (UNPAVED AREASO NO SCALE NC2 ate_ •�i a•.' � ` CLEANOUT ADAPTOR (CARL ON 7353N OR EQUAL) b.{f 0 CAST IRON FLOOR CLEANOUT W/ SERIATED CUTOFF SECTIONS do GASKETED PLUG J.R. SMITH 4220 OR EQUAL. - 1 t ° °o 0 00 o 0 00 0° 8e e8o04 0 0 eo40 Q.o 0 0 o c Oc�� O 0 0°0 _ -cw pe0 000 0400 -.j- .• e 00e000 O;o00. oo 0000.00 ` •i• a. - - - - ii .:sue POUR CONC. ENCASEMENT ' - �; AROUND PIPE - •: �.� Y - y LINE SIZE CAP (CARLON Z948N OR EQUAL) a. ` [ ?•' ::iE�• - �r EXTERIOR CLEANOUT (PAVED AREAS) r5 NO SCALE n ;f �. -ti: .y► 4, mkt 1 `) a ,= Q lr >. R + 3 Py uj a - h'• Z • _ DATE' Zvi +y ,�,+ t� : ;,0 L7 _ PROANO_ V0500 moms '''''A' ' DRAWNBY r SHEET; N0: OF _ - � ti._ - ' - � .aai....! - '•" 'ate- .t •- y, 9