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Home My WebLink About2386-Dfiffir M I I I X: 'AP� SCALE. 1 "�200 EGEN D. ABBRI VIATIO EXISTING GUIR� AN D: GUTT R BC B OF C 1EG NG U 'RVE VP INSTALL 72 DlAM[,ETER STORM DIRAIN (D-:LOAD PEI PROF1LE) 2 1/4 WIN. COVER OVER' STEEL,. EC END OF CURVE EX191ING RiGHT OF WAY BCR U, R BE INN �IN' OF G 'RB 'ETURN G E MUM EG EN �R: D OF CURB UU N G G Ir E EXISTIN GAS UU VC VEfMCAL CURVE >— 'I 'T 'EA ;D llp RNOVE EXIST* CON� RETE ULKH! ,,D AN! JUIN TO EMS PI � E BVC BE INNING OF VERT CAL CURVE T EXIST[NG TELE�,PHGNIE LINE mvc MIDDLE OF VERTICAL CURVE S D N MAIN EXIST1 'G STO!,,R'M, EVC END OF VER11CAL GURVE w EXIST11SIG WJA El LIN Moc A MIDDLE OF CURVE Ja, CT COU i NTY FLOOD CONTROL DISTRIl STA,,N':'I)AlR)D: PLAN NO. 1'92E, SEE DETAIL ON SH EET 3 CF CURB FACE RW NG R� LAMED WATIER UNIE EXI'S, 1 E�C CL CENTERLINE S EXI'ST[ING SEWER, LINE EP EDGE OF RWEMENT cl, i i �E,NTER UNE i I I F L OW N A U �E �c STR� UACT TUBULAR STEEL MINCE PEI GITY S ilDARD PLAN NO. 6, 8: (Hl��5 ON ;R 0 F, S- F-INISHED SUR Rl K fl-, E - ------ ---- �R, OS P: ED Q WAY Op RiGHT GB GRADE BREAK 40 PL R 0-- P E RTY :LINE - I- -- - PR01PO S ED 'DGE Of 1PAVEME T E PRC �p j; URV ONT OF REVERSE G E RP RADIUS P0 NT PR' POSIED: EASEMENT IR/W RIGHT OF W`A SLI �D �R,'G N POSED: STORM D'RAt TC TOP OF GURB S PROPOSED SEWER L INE TR WGENT RATE PROM S-E-D RIEGLAA[MM: WNATER: L[N�E HOW HEAD L liiiiiiiiiiiiiiiiiiiilillilloillI THW 701 P OF HEADWALL w POSED; WA---ER UN PIRG E \cY T EXln'NG FiR HYD RAN' E PIR-OPOSM STREET LIGHT Eg STORM DRAIN MANHOLE P%H -610- RM DRAI !N CATC PROK ST, BAS[N m 0 ,E R ANK �LE PRGPOS� rD, SEWE 111F WX fiffir M I I I X: 'AP� SCALE. 1 "�200 NOT TO SCALE I � nz EGEN D. ABBRI VIATIO EXISTING GUIR� AN D: GUTT R BC B OF C 1EG NG U 'RVE VP INSTALL 72 DlAM[,ETER STORM DIRAIN (D-:LOAD PEI PROF1LE) 2 1/4 WIN. COVER OVER' STEEL,. EC END OF CURVE EX191ING RiGHT OF WAY BCR U, R BE INN �IN' OF G 'RB 'ETURN G E f EMST[ NG ED1 ON: UK E EG EN �R: D OF CURB UU N G G Ir E EXISTIN GAS UU VC VEfMCAL CURVE >— 'I 'T 'EA ;D llp RNOVE EXIST* CON� RETE ULKH! ,,D AN! JUIN TO EMS PI � E BVC BE INNING OF VERT CAL CURVE T EXIST[NG TELE�,PHGNIE LINE mvc MIDDLE OF VERTICAL CURVE S D N MAIN EXIST1 'G STO!,,R'M, EVC END OF VER11CAL GURVE w EXIST11SIG WJA El LIN Moc A MIDDLE OF CURVE CT COU i NTY FLOOD CONTROL DISTRIl STA,,N':'I)AlR)D: PLAN NO. 1'92E, SEE DETAIL ON SH EET 3 CF CURB FACE RW NG R� LAMED WATIER UNIE EXI'S, 1 E�C CL CENTERLINE S EXI'ST[ING SEWER, LINE EP EDGE OF RWEMENT cl, i i �E,NTER UNE i I I F L OW N A U �E �c STR� UACT TUBULAR STEEL MINCE PEI GITY S ilDARD PLAN NO. 6, 8: (Hl��5 ON ;R 0 F, S- F-INISHED SUR Rl K fl-, E - ------ ---- �R, OS P: ED Q WAY Op RiGHT GB GRADE BREAK GURB AN'Dl GU17 R 0 ER PM PL R 0-- P E RTY :LINE - I- -- - PR01PO S ED 'DGE Of 1PAVEME T E PRC �p j; URV ONT OF REVERSE G E RP RADIUS P0 NT PR' POSIED: EASEMENT IR/W RIGHT OF W`A SLI �D �R,'G N POSED: STORM D'RAt TC TOP OF GURB S PROPOSED SEWER L INE TR WGENT RATE PROM S-E-D RIEGLAA[MM: WNATER: L[N�E HOW HEAD L liiiiiiiiiiiiiiiiiiiilillilloillI THW 701 P OF HEADWALL w POSED; WA---ER UN PIRG E \cY T EXln'NG FiR HYD RAN' E PIR-OPOSM STREET LIGHT Eg STORM DRAIN MANHOLE P%H -610- RM DRAI !N CATC PROK ST, BAS[N m 0 ,E R ANK �LE PRGPOS� rD, SEWE NOT TO SCALE I � nz 71 COKSIRJC -MiAl J,, D]AMEMIR STORM DiRAW (D:-:LOAD E PROFILIE) [NSTALL 24 P 781 RIEG 'DED VP INSTALL 72 DlAM[,ETER STORM DIRAIN (D-:LOAD PEI PROF1LE) 2 1/4 WIN. COVER OVER' STEEL,. 136 L.F# U, GGNSTR� 'CT CATCH BASiN PER GITY STDI. PLAN: N' 00 3,010 '(!W & V PEI PLAN). Ek (FUTURE) SH: ET a ucT Jul �CTI Rl N104 2 p 'ER GIIX STD. PLAN NO 331 )NSTR� N ON STRUCTU E 1 EA. :0, IS G NSTRUCT PlIDE CULVERT HEADWALL P)E-,R- CALT- M--N STD. PLAN D9.01 Ek >— 'I 'T 'EA ;D llp RNOVE EXIST* CON� RETE ULKH! ,,D AN! JUIN TO EMS PI � E 1 EA* [NISTALL 1811" STO RM D- MW (D-LOAD KIR P'ROF1LE) 3, L.F.(FUTURE) ST INSTALL TEMip* GWID CKrCH BAS'lN PER GITY D. PLAN 311 1 Ek 9 AN :; , Rl 4� - I - �D EXlS ING �N ET H REMO C01 C� E C AN'NE LlNING P �R SAN BERNM�D)[NO 169 S.F. CT COU i NTY FLOOD CONTROL DISTRIl STA,,N':'I)AlR)D: PLAN NO. 1'92E, SEE DETAIL ON SH EET 3 ILI` ST D NE PER! Cl N 0. 312 L K �R STORM D'RN TY N CON'STRU"T MASH RACK ONC� 'ED!) FO PLA 1 EAR PER PU L CONSMUU CONICRETE COLLAR FOR RC STANDARD PLANS FO B IC W- ORK' S Al ON SHEET 3 CON: UCTION STDO LAN 380-39 SEE D',ET L �STR, NO 1 EAO �c STR� UACT TUBULAR STEEL MINCE PEI GITY S ilDARD PLAN NO. 6, 8: (Hl��5 ON ;R 0 37 L*F. SOI`Ls� ENIGI NEE RS NOT TO SCALE I � nz R CE: �5,36 72 RIEG 'DED SH: ET s. Yl C( PROP.. F,,S:. OVER CL. S.D. ,INSML 1361.37 LF 72 RqP 1200 00 2 1 /r MIN. COV R m Ei ll'ST 0 IRAPS k1l, 1 00---YR HI 0 lo: t1 SCALE: ; 1 1" 40 M5 k5 z S. mwq�q�owwn�, �1- - Yi is Iti N+CV24 00 Lin C11 IN' 'STALL 77.17 LF- 24" RCP 1200-D lo: t1 SCALE: ; 1 1" 40 M5 k5 z S. mwq�q�owwn�, �1- - Yi is Iti IL ..... ..... ati N+CV24 00 APPROVED ..... ..... ati N+CV24 00 APPROVED NEW 04 ALOW TOP Ir MLL 4" T L OTAL 3" 04 TOTAL 7--"' R 4 pal I I d 1.og 4 P I forl w Iq �Aq;4 t% k—c CD r. 9111 2-#6 T: MM M f! MM MM I T or 0 0 J it ,IARS i- fS Talt 114 ITL 9 -,. 7L _ _ ___ f . . _ � -DN (560—C,3250): CONCRETE 1M -10OU mm kovy tO 0 1wo mm (72") 6-00 a 3— 13,M E #4) 01"IRCULAR Tf S s NOT 9 mm CUIT OU T LINE -, . .......... ... ... . .. .. ...... it ,IARS i- fS Talt 114 ITL 9 -,. 7L _ _ ___ f . . _ � -DN (560—C,3250): CONCRETE 1M -10OU mm kovy tO 0 1wo mm (72") 6-00 a 3— 13,M E #4) 01"IRCULAR Tf S s NOT 9 mm CUIT OU T LINE C U T NO, LINE 1; 50 mm WIN CUT NID. 2 WIN V] W-M JMW UU C NIG A