SCALE: 1/8"=1-0" A THIS DWG. SCARIFY 8", SEE GEOTECHNICAL REPORT EXCAVATION AND BACKFILL PREPARED FOR THE STATE OF CALIFORNIA J.

Transcription

1 PUMP STTION NOTES EEV EEV EEV Ker 58, 99. : TRNS RIDGE SPEIFITIONS RFD VERSION, PRI 2000 FOR SOI/ONRETE INTERTION, UT FE FOR ODING RITERI & METHODOOGY. SHTO RFD RIDGE SPEIFITION 6TH EDITION WITH MENDMENTS (SHTO DS6), ND THE IFORNI UIDING ODE 206 EDITION. T.O.S. EEV PNS PPROV.. ODS: SOI DENSITY = 5 TO 25 /FT GROUND WTER TE = 40 TO 200 EOW SURFE ( ONY) OEFFIIENT ERTH PRESSURE OVE GROUND PRESSURE TIVE ONDITION = 38 PSF/FT TREST ONDITION = 58 PSF/FT PSSIVE ONDITION = 345 PSF/FT FOR EEV. 385 TO PSF/FT FOR EEV. 357 TO 347 ND 525 PSF/FT FOR EEV. 347 TO 334 SEISMI ONDITION = PER GEOTEHNI REPORT IVE OD FOR RO, PTFORMS & NDINGS = 00 /FT WTERPROING MEMRNE ON VERTI UNDERGROUND WS ND TOP S T INET HNNE. 8" DRIN PIPE T.O.S. EEV WTERPROING MEMRNE ON VERTI UNDERGROUND WS ND TOP S T INET HNNE.. WIND OD 0 MPH, EXPOSURE "" REINFORED ONRETE (WORKING STRESS ): F = 4,000 PSI FY = 60,000 PSI EEV EEV EEV EEV NOTE: FOR WTERPROING SYSTEM, SEE SPEI PROVISIONS SPEIFITIONS. EGEND:. MISENEOUS MET (WORKING STRESS ): FY = 36,000 PSI UNESS OTHERWISE NOTED 2. GEOTEHNI REPORT: FOUNDTION REPORT FOR MP3 PUMP PNT D 02/09/8, ERTH MEHNIS, IN. ONGITUDIN SETION SE: /8"= TRNSVERSE SETION SE: /8"= STRUTURE EXVTION (PUMPING PNT) (SEE IVI DRWINGS FOR DDITION REQUIREMENTS) STRUTURE KFI (PUMPING PNT) 3. OWE SOI ERING PRESSURE = 3,000 PSF (SEE GEOTEHNI REPORT FOR DDITION REQUIREMENTS) PUMP STTION NOTES. MET WORK NOTES. MET WORK SH E HOTDIP GVNIZED FTER FRITION. (UNESS NOTED OTHERWISE). SEURE MET TO MET ONNETIONS WITH / DI. x / HEX HED MHINE OTS, OK WSHERS, ND HEX NUTS, UNESS OTHERWISE NOTED.. EPOXY NHORS SH E 3/ DI. SST ND HVE MINIMUM EMEDMENT. 3 MX. SPING ND PED MX. FROM ENDS, TWO MINIMUM PER ONNETION, UNESS OTHERWISE SHOWN. D. EPOXY NHORS USED FOR SEURING DDERS INSIDE PUMPING PNT SH E STINESS STEE. E. OK WSHERS SH E HEI SPRING OK WSHERS. F. RIING ND DDERS SH HVE SMOOTH EDGES. G. WEDED STEE GRTE; UNESS OTHERWISE NOTED ERING RS 3/ x 3/. 3/ x 3/ ROSS TRIM RS 3/ x 3/8" FIET WEDED TO ENDS ERING RS ND OPENINGS. GRTE SH E NHORED TO SUPPORTS WITH / DI. THRED STUD ND "SDDE IP" TYPE FSTENERS S REOMMENDED THE MNUFTURER. FSTENERS SH E INSTED T 3 MX., FROM ENDS, ND 3" MIN. PER FIXED GRTE. TRFFI RTED GRTE: ERING RS x 3/8" / x /8" ROSS TRIM RS x 3/8" FIET WEDED TO ENDS ERING RS INDITES DIRETION ERING RS 2. FOR PIPE OTIONS ND EEVTIONS, SEE MEHNI PNS. 3. FOR R..P. EEVTION ND OTIONS, SEE ENTENNI PNS. SIGN F VRIES, SEE GRDING PN THIS DWG. EXVTION ND KFI R. SNHEZ R. SNHEZ R. SNHEZ SE: /8"= ORIGIN SE IN INHES FOR REDUED PNS SRIFY 8", SEE GEOTEHNI REPORT VRIES, SEE GRDING PN PREPRED FOR THE ED KFI SIDES, SEE GEOTEHNI REPORT FOR DDITION NOTES. DEPRTMENT TRNSPORTTION JK OINS PROJET SETION SE: /8"= ST.dgn FOUNDTIONS: EDGES THE FOOTING. REQUIREMENTS. SRIFY 8" EOW EXVTION OTTOM (SEE GEOTEHNI REPORT FOR DDITION REQUIREMENTS ND PROVIDE INSPETION PRIOR TO FOUNDTION PEMENT). EXVTION OTTOM T FOUNDTIONS ND RP SH E SRIFIED TO MINIMUM DEPTH 8". MTERIS UNDER FOUNDTION ND RP SH E OMPTED TO 90% EVE. SEE GEOTEHNI REPORT FOR THE DDITION REQUIREMENTS SE MTERI ND PREPRTION PRIOR TO THE PEMENT ONRETE FOUNDTION. 2. OVEREXVTION SH E FIED WITH STRUTUR FI WITH 95% OMPTION. THE TER EXTENT OVEREXVTION SHOUD E T EST FOOT EYOND THE 3. FOUNDTIONS RE SED ON THE REOMMENDTIONS THE GEOTEHNI INVESTIGTION REPORT. 4. KFI SH E PED IN IFTS 8" THIKNESS, ND OMPTED TO 95% EVE IN ORDNE WITH SETION 95 of altrans STNDRD SPEIFITIONS. 5. QUIFIED GEOTEHNI PERSONE SHOUD PERFORM INSPETIONS ND TESTING DURING EXVTION ND KFI OPERTIONS. SEE GEOTEHNI REPORT FOR DDITION WTERPROING ND DRINGE EHIND WS:. THE EXTERIOR FE EOW GRDE WS FOR WTER ERING STRUTURES INUDING EXTERIOR FE W FOUNDTIONS SH E WTERPROED WTERPRO MEMRNE. THE WTERPRO MEMRNE SH E EXTENDED MINIMUM OVE S OR FINISH GRDE EVE. PROJET NUMER & PHSE: ONTRT NO.: SE: "= ST EE TERRE PUMPING PNT (REPE) NOTES, EXVTION/KFI DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/2/208 TIME POTTED => :40:55 M USERNME => cracelis2

2 Ker 58, PNS PPROV. 4.5 NDING 8 " = 6.5 UR 8 OPNG. 6 UR 0.5 ST5 ONSTRUTION JOINT NOTES: 4 ST HNDRI D ST0 ST0. OTE WHERE INDITED ON THE DRWINGS. 2. INET HNNE SINGE OX.. INET HNNE SINGE OX.. WS ND TOP S T 25 MX.. UR OUTINE OWER W ST4 ST0.5 VENT 9 M7 2 4 OPNG. ST4 DISHRGE OX INET HNNE E ST0 5 9 SIGN F.8 2. MNHOE OVER ND FRME M4 ST9 FOR REINF. & PUMP OVER PN. R. SNHEZ R. SNHEZ R. SNHEZ OPNG. RO PN SE: 3/8"= 3 UR ORIGIN SE IN INHES FOR REDUED PNS 5.5 PREPRED FOR THE DEPRTMENT TRNSPORTTION JK OINS PROJET " PROJET NUMER & PHSE: ONTRT NO.: " DI. REINFORED ON PREST PIPE PER JENSEN PREST OR EQUIV. ST4 ON. OR TIE SE: "= MP3 STRUTUR RO PN DISREGRD PRINTS ERING ERIER REVISION S REVISION S ST2 EE TERRE PUMPING PNT (REPE) POTTED => 7//208 TIME POTTED => 2:58:45 PM USERNME => cracelis2 ST2.dgn

3 0.5 2 FOUNDTION EEV #8 O/ E. WY 0.5 EEV PNS PPROV FOUNDTION ST4 SIGN F SYMM. U.N.O. INE STRUTURE OVE ST5 EEV EEV EEV EEV FOUNDTION PN SE: 3/8"= R. SNHEZ R. SNHEZ R. SNHEZ ORIGIN SE IN INHES FOR REDUED PNS 7 ST R. MIN..J. W/ W.S. DERIS SUMP SFETY HIN, SEE DET. ON ST6 INET HNNE REESS " PREPRED FOR THE 2.5 DEPRTMENT TRNSPORTTION 2 SETION SE: /= EEV EEV WKWY, 30" MIN 5 5 DERIS SIN " TO WTER STORGE E JK OINS PROJET PROVIDE SFETY HIN FOR ESS TO SUMP, SEE DET. ON ST6 PROJET NUMER & PHSE: ONTRT NO.: SE: 3/8"= FOUNDTION PN ST3 EE TERRE PUMPING PNT (REPE) DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:20:46 PM USERNME => cracelis2 ST3.dgn

4 ST9 ST8 SIGN F EEV " EEV J. W/O W.S. 6 5 ST20 O.. FINISHED #6.J. SIM GRDE 3" R. O.. 5 ST20 ST7 4 D P 8 O.. EEV FOR DOWE & HORIZ. R SPING, SEE SETION ON ST6. ST6 O...J. O ST20 ST8 T.O.S. EEV O.. VERTI #7x4 O.. VERTI 5 P 3" R. 0.5 EEV EEV / THK. PTE #6 6 O.. O.. FOR DOWE & HORIZ. R SPING, SEE SETION ON ST6. EEV ROUND 3" R. ID FRMING E ST0 W4x53 W4x " R. SNHEZ R. SNHEZ R. SNHEZ ST5 T.O.S. EEV O.. T.O.S. EEV T.O.S. EEV. W4x #7x23 3" VERTI O.. ST9 REINF. 6 ORIGIN SE IN INHES FOR REDUED PNS UR 8x8.75 W4x53 GRTG. 8x8.75 5" FE W, R EVE O.. FINISHED GRDE 8" 2.5 EYOND 3 3" R. E ST0 2 ST2 ST2 EEV EEV REINF. PREPRED FOR THE DEPRTMENT TRNSPORTTION NDING O..VERTI O.. HORIZONT 4 P NDING EEV O.. HORIZONT EEV ST20 O.. 6 3" VERTI DERIS SUMP 5.5 SFETY HIN, SEE DET. ON ST6 EEV J. W/O W.S. JK OINS PROJET ST MIN 90" DI. REINFORED ONRETE PIPE PER PREST MFGR MIN 5 ST20 W.S. SETION SE: 3/8"= ST2, ST3.J. W/O EEV SOID GROUT PROJET NUMER & PHSE: ONTRT NO.: " ( ) SOID GROUT 3" R ONRETE 3" OR TIE R P 06 Ker PNS PPROV DISREGRD PRINTS ERING ERIER REVISION S 58, 99 ONRETE OR TIE SE: N.T.S. 90" ` VERIFY W/ PREST 00 " VERIFY W/ PREST SE: S NOTED PREST MFGR. 90" DI. REINFORED ONRETE PIPE PER #4 O.. ND 3.5" EMED INTO PREST PIPE. 4 #5 ONT. ONGITUDIN SETION REVISION S W/ EMEDED W/ EPOXY INTO ONRETE FOUNDTION ST4 EE TERRE PUMPING PNT (REPE) POTTED => 7/2/208 TIME POTTED => :0:23 M USERNME => cracelis2 ST4.dgn

5 UR ST9 FINISHED GRDE UR REINF Ker 58, / = 0 3 / HNDRI EEV ST6 O.. O.. EM 4 RUNG EXTENSION FINISHED GRDE ID FRMING ST9 D DDER ST3 RE (4) #4 ONT. PNS PPROV. O.. ST W4x53 3" R. SEE 2 PN ST2 TOP EM EEV #4 3 O.. D ST7 3" R. UR REINF. TOP EM SEE SE: 3/= EEV ST2 PN 5.J. ST20 (4) #4 ONT. O.. SIGN F ST6 DDER (SIM.) OPEN ST6 EEV EEV O.. R. SNHEZ R. SNHEZ R. SNHEZ RP EYOND 3" R. ORIGIN SE IN INHES FOR REDUED PNS 5 ST4 7 ST20 EEV. ST20.J. FOR REINF. W.S. TO SETION SE: 3/8"= ST2 8" SE: N.T.S. PREPRED FOR THE DEPRTMENT TRNSPORTTION O.. JK OINS PROJET SE: 3/= #4 3 O.. UR REINF. 2 PROJET NUMER & PHSE: ONTRT NO.: SE: S NOTED ST5 EE TERRE PUMPING PNT (REPE) MP3 STRUTUR TRNSVERSE SETION DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7//208 TIME POTTED => 4:08:52 PM USERNME => cracelis2 ST5.dgn

6 2 6 PNS PPROV. SIGN F REINF. SYMM. U.N.O S SE W O.. O.. O.. VERT. VERT. VERT. 8" 8" 8" 6 0" 6 0" 6 0" 3" R. O.. HORIZ. 9 9 (4) #7 ORNER RS, O.. HORIZ. x 7 0" TO EEV O.. HORIZ. x 8 0" TO EEV " 7.J. ST20 O.. VERT. INSIDE DOWES O.. x 5 0" HORIZ. "" RS TO EEV O.. x 5 0" HORIZ. TO EEV O.. VERT. O.. VERT. 8" SETION SE: 3/8"= ST4, ST5 R. SNHEZ R. SNHEZ R. SNHEZ 6 0" 6 0" 6 0" 4 O.. VERT. 8" 6 0" ORIGIN SE IN INHES FOR REDUED PNS 7 ST20 DERIS SIN WKWY, 30" MIN.J. O.. 7 0" 8 0" O.. PREPRED FOR THE DEPRTMENT TRNSPORTTION 6 9 O.. "" RS O.. REESS 3 0" TO EEV ST INET HNNE FOR VERTI REINFOREMENT SEE OPPOSITE W O.. HORIZ. TO EEV DERIS SUMP HNDRI, SEE DET. ON ST6 30" 6 0" TO EEV JK OINS PROJET 0 5 PROVIDE SFETY HIN ND OPENING FOR ESS TO SUMP SEE ST6 THRED NOSE O.. O.. 0" PROJET NUMER & PHSE: ONTRT NO.: SETION SE: 3/8"= DISREGRD PRINTS ERING ERIER REVISION S EEV EEV SE: S NOTED ST4 3 SETIONS ND DETI EEV REVISION S 3 S REINF. ST6 EE TERRE PUMPING PNT (REPE) POTTED => 7/0/208 TIME POTTED => 2:22:34 PM USERNME => cracelis2 ST6.dgn

7 20 6 PNS PPROV. W ST3 FOR REINF. SEE OPPOSITE W SIGN F #7x3 O.. HORIZONT DISHRGE OX #7x8 HORIZONT 9 0" 63" O.. O.. 9 0" 7 5 3" ST4 PIPE RE #7x5 O.. HORIZONT PN SETION D (EEV ) SE: 3/8"= ST4, ST5 #7x5 O.. HORIZONT R. SNHEZ R. SNHEZ R. SNHEZ NOTE: ORIGIN SE IN INHES FOR REDUED PNS 4 4 FOR VERTI REINFORING, SEE INET HNNE EOW ST4 NDING ST2 PREPRED FOR THE DEPRTMENT TRNSPORTTION JK OINS PROJET PROJET NUMER & PHSE: ONTRT NO.: SE: 3/8"= MP3 STRUTUR SETION ST7 EE TERRE PUMPING PNT (REPE) DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:23:08 PM USERNME => cracelis2 ST7.dgn

8 PNS PPROV. HNDRI D ST0 ST3 W EOW 2 NDING SYM. U.N.O. 3 OUTET PIPE #7X6 ENTER W 7 5 3" ST4 PIPE RE ST2 #7x8 J w/o O.. EEV " O.. 6 O.. 3" R. 7 7 ST20.J. W/ W.S. #7x3 O.. EEV NOTE 9 SIGN F R " O.. DDER (WITH DDER UP SFETY POST) PN SETION (EEV ) SE: 3/8"= ST4, ST5 #7x0 INSIDE FE T 6 O " EH FE #7x0 O.. OPTON R SPIE R. SNHEZ R. SNHEZ R. SNHEZ 3" R. ORIGIN SE IN INHES FOR REDUED PNS #7 8 0" 7 0" 7 0" 8 0" 3" R. 6 3" O.. PREPRED FOR THE DEPRTMENT TRNSPORTTION JK OINS PROJET O.. O.. PROJET NUMER & PHSE: ONTRT NO.: " R. SETION SE: /= ST4 NOTE: O.. SE: S NOTED PE WTERSTOP S SHOWN ND T FOOTING TO W ST8 EE TERRE PUMPING PNT (REPE) PN SETION DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7//208 TIME POTTED => 3:08:09 PM USERNME => cracelis2 ST8.dgn

9 P / 06 Ker 58, 99 0 G. OX & / DI. ROD PNS PPROV. 2 IFTING UG TYP 8 ORNERS 0 G. OX OPENING IR VENT SSEMY S PER M7 8x6x V 8" 8" 8" TYP T P /4 PNE EDGES UNO 6 0" 4# TOP (THREE ORNERS P / 4x3x H ONT ROUND W/ " DI x WED 8" O.., MIN 2 PER NGE. 2 8 #6 3 0" 2 ROUND UNO TRIM TO ER OPENINGS FOR REINF NOT SHOWN SEE ST4 FOR DDITION DETI INFORMTION NOT SHOWN SEE ST2. M4 SIGN F X8" VENT OPENINGS (2 E. SIDE, 4 TOT) 3 7 EW TOP 8x6x7/8 V 8x6x7/8 V P / (2 PNES) 8" 8x6x7/8 V 8" 8" 8x6x7/8 V ST0 RO PN (EEV ) SE: 3/8"= D 8x6x7/8 V 8x6x7/8 V R. SNHEZ R. SNHEZ R. SNHEZ PNE JOINTS ORIGIN SE IN INHES FOR REDUED PNS 4 OPENING IFTING UG DETI " IP P " ENTER PNE NO WED T PREPRED FOR THE ENTER PNE DEPRTMENT TRNSPORTTION SE: /=0 / DI ROD 3" SETION SE: /=0 " SETION SE: 3"=0 JK OINS PROJET 0 G. OX & " DI. ROD 0 ga OX, JOINT & " GP 2 SE SEWED ORNERS K NGE P / P / END PNE 8"xx" V 8"xx7/8" PROJET NUMER & PHSE: ONTRT NO.: " " R. SETION SE: 3"=0 P / PNE 8"xx" SETION SE: 3"=0 SE: S SHOWN D ST9 EE TERRE PUMPING PNT (REPE) PUMPING PNT FOOR PN ND DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:25:06 PM USERNME => cracelis2 ST9.dgn

10 0" 8 0" 0" 3 0" OPNG. EYOND M 9 0" 4 0" OPNG. EYOND 06 Ker 58, 99 O.. O.. O.. PNS PPROV " O.. O.. 3" 3" UR 0" UR UR 3 / 0" S EYOND 3 / EM REINF. ST5 P / THK. SEE DWG. ST9. R. EW SEE SETION SIGN F R. 4 5" EM 3" SETION SE: /= ST5 O.. O.. #4 RO HTH SEE RO PN DWG. ST2. O.. 9 0" SEE SETION R. SETION SE: 3/= ST2 O.. SEE SETION 0" W R. STIRRUP P / THK. SEE DWG. ST9. (4) 8" O.. MX. ONT. 8" O.. (2) #7 x 0" (6 TOT) 8" O.. 8" O.. O.. #4 ONT. 0" UR " DI. STINESS THREDED ROD DOUE 36 SST TURNUKE. SETION SE: 3/8"= ST2 PTE. SEE NOTE. NOTE: O.. STIRRUP " DI. SST THREDED ROD, STM F R. SNHEZ R. SNHEZ R. SNHEZ UR OPNG. SEE DWG. ST9 NOTE: P / THK. STIRS NOT SHOWN FOR RITY. (2) ORIGIN SE IN INHES FOR REDUED PNS O.. EEV " 4 5" EM 3" 5 0" 3" SETION E SE: 3/= ST2 5 0" " DI. RODS (TOT 2 E. #4 PER 2 DI. RISER). SST P "x5"x0 5" 0" W O.. STIRRUP STOP PREPRED FOR THE DEPRTMENT TRNSPORTTION O.. 5 3" 3" O.. 0" 3" JK OINS PROJET WTERSTOP YOUT. ST0.dgn 20" S PIPE EEV SETION D SE: N.T.S. ST2 KEEP WED STUDS / MIN. R. OPENINGS. OPNG. 7 EQ. 3/8" P NUT TKWED TO x. x/ SST FRME. UR OPENING SE: 3"= PROJET NUMER & PHSE: ONTRT NO.: J. OPNG. 5 ST20 SE: S NOTED /8"x / RUER GSKET. 3/x / SST FRME ROUND. O.. 0 / TOP & OT. & OT. 3" 3" 7 / (3) E. 3/8" DI. SST 4 / 3/x.20" SST WOVEN WIRE OTH SEURITY FING. MESH SREEN. 3 8x8x.07" SST (2) / DI. x 3" O.. TOP 7 ST0 EE TERRE PUMPING PNT (REPE) MP3 STRUTUR SETIONS ND DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7//208 TIME POTTED => 3:0:38 PM USERNME => cracelis2

11 0 0" 7 6 0" 4 O.. O.. O.. O.. O.. O...J. W/O W.S. 5 ST20 9" 7 0" O.. O.. ST 3 O.. 5" 3" FIET, RP ENTRNE STRUTURE TYPI SETION 3" R. 3" R. SETION SE: 3/8"= ST4 O.. OT. S O.. 3" R. 7 ST20 6 0" 5.J. W/O DERIS SUMP EEV W.S. SFETY HIN EYOND, SEE DET. ON ST6 EEV. (VRIES) TO " 8 9" 3" 5 0" O/ O/ 7 0" 8 " = 6 3 0" X 7 DOOR OPENING WITH OUVERS PER MEHNI #4 NOSING R, HNDRI ST6 PNS PPROV 4 NDING O/, EEV EEV / = SIGN F EEV " 9.5" 9.5" 9.5" 9.5" 0" 8" EEV ONRETE STIR NOSING, SEE DET.4 ON ST22 SETION SE: 3/8"= R. SNHEZ R. SNHEZ R. SNHEZ ORIGIN SE IN INHES FOR REDUED PNS PREPRED FOR THE DEPRTMENT TRNSPORTTION 8 0" 0" JK OINS PROJET #4 DOWE, SETION SE: 3/8"= ST2 PROJET NUMER & PHSE: ONTRT NO.: O/ SE: 3/8"= OX UVERT SETION ST EE TERRE PUMPING PNT (REPE) DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:27:20 PM USERNME => cracelis2 ST.dgn

12 8 0" (REF.) 9" 3" DDER DOWN TO E DDER D ST3 5 " E ST3 5 3" 5 " 4x4x3/8"x0 0" * * GV. GRTING W/ "x3/ ERING RS EDGER 4x3x3/8" W PNS PPROV. SFETY HIN 4x4x3/8" W/ (2) 8x8.75 W4x53 8x8.75 8x " 3/ DI. OTS EH EG ( M TO M) TOP MOUNT HNDRI ST6 ST3 5 3" 7 5 3" ST3 W4 M TO ON., PROVIDE OPENING IN GRTING (ND OPENING). * 5 3" 8 0" (REF.) 9" PTFORM PN T T.O.S. E SE: 3/8"= GV. GRTING W/ "x3/ ERING RS EDGER 4x3x3/8" W 5 " 5 " 4x4x3/8"x0 0" * * E ST3 3" DDER DOWN TO E D ST3 DDER SIGN F R. SNHEZ R. SNHEZ R. SNHEZ ORIGIN SE IN INHES FOR REDUED PNS W4 M TO ON., 4 0" ST3 PTFORM PN T T.O.S. E SE: 3/8"= PREPRED FOR THE DEPRTMENT TRNSPORTTION JK OINS 5 3" PROJET 8x8.75 ST3 8x8.75 8x8.75 W4x " PROJET NUMER & PHSE: ONTRT NO.: ST6 SFETY HIN SE: 3/8"= 4x4x3/8" W/ (2) 3/ DI. OTS EH EG ( M TO M) TOP MOUNT HNDRI MP3 PTFORM PNS ST2 EE TERRE PUMPING PNT (REPE) DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:28:07 PM USERNME => cracelis2 ST2.dgn

13 7" DDER SIDE R ST6 OORDINTE PNS PPROV. STRP 3/ DI. SST SIMPSON SETXP EPOXY NHORS W/ MIN. EMED (2TOT EH ONN.) OTS T.O.S. / 3 / RUNG W.P. /4 P /x8"x9" 4x7.25 P /2 /4 (2) E. PTFORM EVE W4x53 NDING W.P. NOTES: MTERIS TO E GVNIZED FTER FRITION. U.N.O. SETION SIM. 4x4x3/8"x0 0" T.O.S. E. / GRTING (2) 3/ DI. SST SIMPSON SETXP EPOXY 8" O/ W/ MIN. EMED (TYPI W ONNETION) SE: /= ST7, ST2 EDGER 4x3 ETWEEN ONN. S 4x4 5" 5/8" DI. GV. ST. DRIED EPOXY 2 O.. (2) MIN. EH PIEE ND OTED MX. FROM ENDS ST6 SIM. TOP MOUNT HNDRI SETION D SE: 3"= ST2 3" 2 / STGGER W4x53 SIGN F " /4x / x ONTINUOUS STOP PTE SETION SE: /= ST2 T.O.S., VRIES SEE PNS 8x8.75 4x4x3/8"x0 W/ (2) 3/ DI. GV. OTS EH EG 2 / R. SNHEZ R. SNHEZ R. SNHEZ 3/ DI. SST SIMPSON SETXP EPOXY NHORS W/ MIN. EMED (2TOT EH ONN.) ORIGIN SE IN INHES FOR REDUED PNS SETION E SE: /= ST2 (2) 3/ DI. OTS PREPRED FOR THE DEPRTMENT TRNSPORTTION JK OINS 8x8.75 PROJET 2 / 3" 4x4x3/8"x0 0" 2 / PROJET NUMER & PHSE: ONTRT NO.: SE: S NOTED ST3 EE TERRE PUMPING PNT (REPE) MP3 PTFORM SETIONS DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:28:38 PM USERNME => cracelis2 ST3.dgn

14 3 0" DI. RISER PIPE ND PIPE RKET " DI. UOT SH OMPY PNS PPROV. WITH MSS SP58 (TYPE 24). MODE SH E FIG. 37 S MNUFTURED NVI OR EQUIV. xx/ P SHIM ENT P /4x4x4x0 8" EM / FIED VERIFY 8x8.75 W4x53 ( )` OKOUT FOR RP PIPE. (SOID GROUT FTER PEMENT PIPE) VERIFY FIN SIZE W/ RP VENDOR PRIOR TO ONSTRUTION TO ENSURE RP PIPE FIT. 3/ DI. GV. M.. IN SS 90" INSIDE DI. RP PIPE (HORIZ.) JENSEN PREST OR PPROVED EQUIVENT. SOID GROUT THE VOID FTER PEMENT RP. PIPE RKET PN SE: /= ST7, ST8 INE ONRETE OX. EM W4x53 OUTSIDE 2 DI. PIPE / VERIFY INVER E. RP T.O.. E OX " DI. UOT SH OMPY WITH MSS SP58 (TYPE 24). MODE SH E FIG. 37 S MNUFTURED NVI OR EQUIV. ROD ND OTS SEE PN SETION SE: /= SIGN F ENT P /4x4x4x0 8" 8x8.75 R. SNHEZ R. SNHEZ R. SNHEZ ORIGIN SE IN INHES FOR REDUED PNS PREPRED FOR THE DEPRTMENT TRNSPORTTION JK OINS PROJET SETION SE: 3/= PROJET NUMER & PHSE: ONTRT NO.: NOTE: RITY SEE SE: S NOTED OR TIE NOT SHOWN FOR ST4 DETI ND SETION ST4 EE TERRE PUMPING PNT (REPE) DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:44:58 PM USERNME => cracelis2 ST4.dgn

15 6 8" 8" 5 8" 0 8" 8 8" 8" 3 3 0" 8" 8" MSONRY OPNG. 8" 2 ST22 4 0" W OPENING FOR IR ONDITIONER W/OPENING 3 0" 3 X 7 0" HOOW MET DOOR 3" RISED PD 8" 4 0" VERIFY W/ EQUIP. FOUNDTION PN 8" 2 ST22 S ON GRDE ST RIDGE INE 6 5 SOPE SOPE RO PN MIN RO S NOTES:. MSONRY: ONRETE MSONRY UNITS: STM 90, MEDIUM WEIGHT. MXIMUM PNS PPROV FE SHE THIKNESS: PREISION OK MXIMUM /2 INHESINRESED REINFORING MY E REQUIRED T NO DDITION OST TO THE OWNER IF THIKER FE SHE THIKNESSES RE USED. 2. MORTR: TYPE M. 3. F M =,500 PSI. GROUT ES. GROUT F = 2,000 PSI. 4. PPY IQUID SEER PER SPEI PROVISIONS TO FE W EXPOSED TO WETHER THT RE NOT OTHERWISE OTED WITH OTHER WETHERPROING MTERIS. 5. SUPPORT INTES UNTI GROUT IN INTE ES HS OTINED THE SPEIFIED STRENGTH. 6. PROVIDE SPEI JM ND INTE REINFORING IN ORDNE WITH THE TYPI DETI ON THE DRWINGS T W OPENINGS EQU TO OR GRETER THN 6 INHES IN HEIGHT OR WIDTH. JM REINFORING REPES REINFORING SHOWN IN THE W SETION FOR THE E DJENT THE OPENING. JM REINFORING SH E DOWEED TO THE FOOTING. INTE REINFORING SH EXTEND 24 INHES EYOND THE EDGE OPENINGS.. SE: 3/8"= 7. SPEI INSPETION: FSHING UIT UP ROING 2 /4 RO O.. (2) #4, (2) #4, THE OWNER WI PROVIDE SPEI INSPETION IN ORDNE WITH THE IFORNI UIDING ODE SETION 704 WHERE NOTED IN THE DRWINGS ND FOR THE FOOWING: ONTINUOUS INSPETION: ERTHWORK SOI MTERIS, OMPTION, IFT THIKNESS 3/ DRIP () 0" 0 0" 8" 0" TYP SND W/ 0 MI. VPOR RRIER SIGN F O.. (FIED END) 3 0" O.. E. WY T ENTER S SETION SE: 3/8"= W 3 O.. (STGGER) 8"x8"x MU O.. #4 (TOT. 7) FINISH GRDE 2 2 ENTER 2 O.. T ENTER W O.. O.. T ENTER RISED PD W OPNG. FOR IR ONDITIONING ST22 4 0" 0 0" 0 0" 7 M.O. R. SNHEZ R. SNHEZ R. SNHEZ 0" TYP VPOR RRIER (FIED END) 3 0" SND W/ 0 MI. ORIGIN SE IN INHES FOR REDUED PNS SETION SE: 3/8"= O.. O.. O.. E. WY T ENTER S PREPRED FOR THE DEPRTMENT TRNSPORTTION 3 O.. (STGGER) 8"x8"x MU W #4 (TOT. 7) 2 ENTER FINISH GRDE ENTER W 2 O.. T O.. JK OINS PROJET 4 0" MSONRY ONRETE SMPING, SUMP TESTS, TEMPERTURE PEMENT ERTHWORK GROUT SPE EFORE GROUTING GROUT PEMENT PERIODI INSPETION: ONRETE VERIFY ERTH SUGRDE, ERING PITY EXVTION TO PROPER DEPTH MSONRY REINFORING TYPE, SIZE ND SPING VERIFY MIX FORMWORK ND URING PEMENT REINFORING TYPE, SIZE ND SPING WETHER PROTETION REVIEW SUMITTS PROJET NUMER & PHSE: ONTRT NO.: SE: 3/8"= ST5 EE TERRE PUMPING PNT (REPE) MP3 EETRI PNS ND SETIONS DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:29:45 PM USERNME => cracelis2 ST5.dgn

16 NHOR STRPS SPED O MX EQU SPES 7" MIN 5" " ONNETION DETI WITH ESS HTH MITER SIDE R ND GRING SMOOTH SOT HNDRI PIPE NUTS (SEE NOTES) 3" 3" FOR DDER SIDE R ND OT W/2SST RD HD OTS & ORN HD ESS HTH OVER HNDRI & STINESS STEE DDER TOP ON TOP ON TOP FNGE ONN HNDRI POST PER MNUFTURER R W/"DI. SST MH "x SST OTS H.R. WEDGE NHORS " W RKET c W RKET PER MFR. HNNE STRINGER STIR STRINGER b HNDRI POST HNDRI POST " DI. WEEP HOE (TYP) RKETS UK W/SYNTHETI PER RUER & OVER MNUFTURER W/ POST OR TOP ON. "EVEING 3"x5" DEEP HOE GROUT FI NONSHRINK GROUT FTER POST "DI.x SST IS IN PE END P WEDGE NHORS STINPE SIDE MOUNT d a SST WEDGE NHORS W FNGE PER MNUFTURER W FNGE NOTE: NOTH KIKPTE FNGES. & ONN TO INSIDE FE SIDEMT HNDRI POST EDGE SIDEMOUNT POST KIKPTE ONTINUOUS TOP RI & POST DETI HNDRI b a 4x2.33 TYP KIKPTE U.N.O. TOP DEK OR ON FUSH SURFE TEE FITTINGS DISONTINUOUS RI 06 Ker PNS PPROV DETI 58, 99. EXP 50 O/ SEE NOTE 8 SIDE MOUNT POST SUPPORT SEE x" KIPTE SEE NOTE 6 SIP JONT SSEMY HNDRI ONNETION DETI HNDRI DETI HNDRI DETI SIGN F " DI. SMOOTH R O/ PUG WED TO SIDE RS (TYP) MKE NHOR STRP ONT WHERE DDER IS MOUNTED ON END W TYP " " MX STEP THRU STEP THROUGH DDER ENGTH VRIES GROUT S REQ D " MX TOP S OR W T RUNG 3"x" SST SIDE R ROUND ORNERS SMOOTH 8" RDIUS 3 3"x 8" NHOR STRP FSTEN TO W W/ 5 8`x SST DRIED ON EXP OTS PIPE & SEEVE 800 INTERV. ONE SIDE ONY. FIED DRI R. SNHEZ R. SNHEZ R. SNHEZ HNDRI SPIE & EXP JOINTS & b SFETY HIN SPIES EXP JOINTS HNDRI 6 0" O/ MX SPIE SEEVE a "DI. PIPE SEE NOTES HNDRI DETI ORIGIN SE IN INHES FOR REDUED PNS SEE DWGS DETI D "DI. ROD SFETY HIN "x"x"di. DIUM PTED OI TYPE HIN W/ SPRINGODED EH END 3 / EQU PREPRED FOR THE DEPRTMENT TRNSPORTTION b 3" 4 KIPTE U.N.O. SEE NOTE 6 & 3 JK OINS PROJET HNDRI NOTES: HNDRIS SH E FIXED UNESS NOTED OTHERWISE. HNDRIS SH ONFORM WITH SFETY ODE REQUIREMENTS (U). PE ENTER HNDRI/POST NHOR FROM EDGE ONRETE OR T ENTER UR U.N.. HNDRI SEURED TO WS SH E SINGE WITH HEIGHT TO MTH TOP RI ON OPPOSITE SIDE. STIR RIS SEURED TO WS SH E FSTENED WITH STNDRD W RKETS PER HNDRI MNUFTURER T 6 0" O/ MXIMUM. END RI SH HVE OSURES. PROVIDE KIKPTE WHEN NOTED ON DRWINGS. KIKPTE MTERI SH E SME S HNDRI FSTEN TO HNDRI POST WITH SST OTS. PROVIDE SIP SSEMY T EXPNSION JOINTS ND S REQUIRED ETWEEN POSTS. SEE TYPI. PROVIDE " DIMETER x 3 0" REINFORING R EH ST IN PE POST SUPPORT POKET WHEN ONGITUDIN REINFORING DOES NOT PSS ETWEEN POST POKET ND EDGE ONRETE. SEE TYPI. PROVIDE " EXPNSION JOINTS IN HNDRI T 50 INE FEET ND T EXPNSION JOINTS IN STRUTURES. PROJET NUMER & PHSE: ONTRT NO.: SE: NONE ST6 EE TERRE PUMPING PNT (REPE) HND RIING ND DDER DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:30:22 PM USERNME => cracelis2 ST6.dgn

17 PNS PPROV. NGE FRME, MTERI TO MTH GRTING, SEE TE. MITER ND WED ORNERS / GRTING /8" T GRTING NOTES: " DI x WEDED O.. MX WEDED TO NGE FRME MIN " OTS OR HITI EPOXY NHORS MIN 8 SUPPORT NGE SEE PN ND FOR SIZE USE STEE NGE SUPPORTS ND OTS, GVNIZED FTER FRITION GVNIZED STEE GRTING NO SE. MET WORK NOTES:. MET WORK SH E NOT DIP G;VNIZED FTER FRITION.. SEURE MET ONNETIONS SHOWN S + WITH " DI. X " HEXHED MHINE OT, OK WSHER ND HEX NUT UNESS OTHERWISE NOTED.. MEHNI EXPNSION NHORS SH E "DI. ND HVE MINIMUM EMEDMENT, 3 0" MXIMUM SPING ND PE FROM ENDS, TWO MINIMUM UNESS OTHERWISE SHOWN. D. MEHNI EXPNSION NHORS USED FOR SEURING DDER INSIDE PUMPING PNT SH E STNESS STEE. E. OK WSHERS SH E HEISPEING OKWSHERS. F. RIING ND DDERS SH HVE SMOOTH EDGES. G. WEDED STEE GRTE: UNESS OTHERWISE NOTED ERING RS " X " ROSS TRIM RS " X " FIETWEDED TO ENDS ERING RS GRTE SH E NHORED TO SUPPORTS WITH "DI. THREDDED STUD ND "SDDE IP" TYPE FSTENERS SH E INSTED T 3 0" MXIMUM FROM ENDS WITH 3 MINIMUM PER FIXED GRTE. H. WEDED STEE GRTE: TRFFI RTED GRTE: ERING RS 5" X " FIET WEDED TO ENDS ERING RS DIRETION ERING RS IS INDITED. NDING R " STUD WEDED TO GRTING SUPPORT WITH NUT ND WSHER SUPPORT IP TOP EVE ONRETE FI VOID WITH NONSHRINK NONMETI GROUT " RIING SH 80 POST, ERING R GRTING SET OR SUPPORT PROVIDE MINIMUIM 4 IPS PER GRTING PNE, PPROX FROM PNE ORNERS. MXIMUM IP SPING T 3 O STUD, NUT, WSHER ND IOP TO E THE SME MTERI S THE GRTING. SIGN F GRTING NHOR DETI NO SE 2 GRTING SET OR SUPPORT R. SNHEZ R. SNHEZ R. SNHEZ OUNTERSUNK FSTENER W FNGE W FNGE ORIGIN SE IN INHES FOR REDUED PNS " PTE SE: 3"= PREPRED FOR THE DEPRTMENT TRNSPORTTION SIDE MOUNTING RKET PROJET TOE PTE (4) "DI. H.. STD END P RIING SUPPORT DETI JK OINS 3 4 EDGE ONRETE PROJET NUMER & PHSE: ONTRT NO.: R. MIN TOE PTE 4 MIN REMOVE POST INSERT IN ONRETE SE: S NOTED MIS 2#3 HIR PIN PV PIPE SEEVE " PV P SOVENTWED TO SEEVE ST7 EE TERRE PUMPING PNT (REPE) DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:30:55 PM USERNME => cracelis2 ST7.dgn

18 06 Ker 58, " E 5 0" 55 " (VERIFY) 0" 3" SEE ST6 FOR GURDRI. ENTER POSTS ON W, 3 DI. DISHRGE PIPE 9" F.G. 3 0" 0" EQ TOP OPENINGS EQ 5" ` O.. #5 VERTI DOWE PNS PPROV. 48" OUTET STRUTURE 5 0" ON. FRED END/ SPSH PRON 3 DISHRGE PIPE SETION E SE: N.T.S. 4 0" PN SE: /= SEE ST6 FOR GURDRI. GRTING IP W/ THREDED STUD; ENGTH & DI. TO E DETERMINED GRTING MFR. (2) PER PNE REQ D (FIED WED STUDSME MTERI S NGE) 5" `, TYP 9" SIGN F 0" F.G. 9 0" 0 0" SETION 0 3 0" #5 VERTI DOWE X O.. TYP 4 0" #5 O.., E. WY T TOP & OTTOM FOUNDTION. 4 0" SETION 5 0" 4 0" SE: N.T.S. SE: N.T.S. SE: N.T.S. SE: N.T.S. R. SNHEZ R. SNHEZ R. SNHEZ DISHRGE OX OUTET STRUTURE SE: N.T.S. ORIGIN SE IN INHES FOR REDUED PNS EQ. EQ. 0" 3" R. FINISH GROUND #5 HORIZONT O.. TYP PREPRED FOR THE DEPRTMENT TRNSPORTTION 5 0" SETION JK OINS PROJET 4 0" FINISH GROUND 0" 4 " GV. ST. EDGE NGE GV. GRTING ST. PROJET NUMER & PHSE: ONTRT NO.: FE ONRETE NGE; (WED TO EDGE NGE) R \8X 8" 0..; MIN (2) PER NGE SME MTERI S SETION SE: S NOTED " MX. D TO SUIT GRTING " TYP ST8 EE TERRE PUMPING PNT (REPE) OUTET HNNE TYPI DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/2/208 TIME POTTED => :35:3 M USERNME => cracelis2 ST8.dgn

19 EXPOSED FE STRUTUR ONRETE ON. OVER " 3" WS ON. OVER / 3" ON. OVER " 3" SUSPENDED S T EM/GIRDERS TIES/ STIRRUPS OUMNS, EM, GIRDERS UNESS OTHERWISE SHOWN, ONRETE WS & SS SH E REINFORED S FOOWS: E.W. ENTER SETIONS; E.W. ENTER 8" SETIONS; E.W.E.F. 0" SETIONS; E.W.E.F. SETIONS; SINGE MT REINFORING SH E ENTER SETION UNESS SHOWN OTHERWISE. UNESS NOTED OTHERWISE W REINFORING RS SH E ONT. ROUND ORNERS & THROUGH OUMNS OR PISTERS. REINFOREMENT PS, UNESS NOTED OTHERWISE, SH STISFY THE FOOWING MINIMUM REQUIREMENTS: DETI REINFOREMENT P (P ENGTH) NUMER DDITION REINFOREMENT RS EH SIDE OPENING SH E EQU TO /2 THE NUMER INTERRUPTED RS IN EH YER REINFORING. MIN. ONE EH SIDE. SIZE DDITION REINFORING RS TO EQU SIZE INTERRUPTED REINFORING RS. PROVIDE STD. HOOKS ON RS IF P ENGTH EXTENSION NNOT E OTINED OR T JOINTS OR OTHER OSTRUTIONS. PE DDITION RS IN SME PNES S INTERRUPTED REINF. SPEI OPENING ONDITIONS SH E INDITED ON THE DRWINGS OR S DIRETED THE OWNER S REPRESENTTIVE. REINFORING TO ER OPENING, PIPE OR 06 Ker PNS PPROV 58, ON. OVER 3/ / #5 RS & SMER 3" OVER #6 RS & RGER S 3" ON. OVER FOOTINGS NO EXPOSURE TO GROUND, WETHER, OR WTER FTER FORM REMOV. * EXPOSURE TO GROUND, WETHER, OR WTER FTER REMOV. ONRETE PED GINS SOI *USE OVER "" WHEN EXPOSURE IS TO INTERIOR HYDRUI ONTINED SPES. (IE. RESERVOIR OR PROESS RO SS) R SIZE * TOP RS OTHER RS #3 #4 #5 #6 #7 #8 #9 #0 # 3 40" 48" 70" 80" 90" 99" 09" " " 7 8 * TOP RS SH E DEFINED S NY HORIZONT RS PED SUH THT MORE THN FRESH ONRETE IS ST IN THE MEMER EOW THE RS IN NY SINGE POUR. HORIZONT W REINF. = TOP R P. FNGE ORS. 6. WHEN THE DISTNE ETWEEN THE O.D. PIPE OR SEEVE TO N INTERSETING W/S OR DJENT PIPE OR SEEVE IS ESS THN THE SUM SPES NEESSRY TO OMMO THE REPEMENT REINFORING T THE MINIMUM SPING:. INRESE R SIZE ONE SIZE.. DD ONY DDITION REINFORING NEESSRY TO MINTIN MINIMUM 3 IN. SPING ETWEEN DJENT W/S, PIPE OR SEEVE. NOTE: U.N.O. ON STRUTUR DRWINGS, OORDINTE WITH PSTI INER ** P ENGTH TO E INRESED.5 X FOR OVER ESS THN R DIMETER. NOTE FOR DDITION ONRETE OVER OVER REINF. STEE SE: N.T.S. 6 REINFOREMENT DETI SE: N.T.S. 7 REINFOREMENT T IRUR OPENING () SE: N.T.S. 8 ON. SURFE 3/ SENT GROOVE "Y" DDITION REINFOREMENT T IRUR OPENINGS () SE: N.T.S. TO. " DI. "Y" "Y" (END S REQ D T ONSTRUTION JOINTS OR OTHER OSTRUTIONS) ER R SIZE #4 #5 #6 #7 #8 "Y" GRDE 40 GRDE 60 5" 8" 5" 8" 2 2. T ENTERINE W OR S WHERE ONE YER. SIZE THE RGEST REINF. UT. 30" USE THIS DETI FOR IR. OPENINGS THROUGH " UNESS NOTED OTHERWISE ON THE STRUTUR DWGS. SIGN F UT TYPI REINFOREMENT T OPENING. DIGON RS TO E PED: REINFOREMENT IS PROVIDED. T EH FE W OR S WHERE TWO YERS REINFOREMENT RE PROVIDED. UNESS OTHERWISE NOTED, SIZE DIGON RS SH E THE 9 DDITION REINF. OTED EH SIDE OPENING S S P ENGTH EXTENSION FOR INDITED R SIZE () DDITION REINFOREMENT T IRUR OPENINGS () SE: N.T.S. S S R. SNHEZ R. SNHEZ R. SNHEZ P S/2 REINF. S INDITED ON STRU. DWGS. NORM #5 HOOPS IN E. FE. TOT (4) FOR IRUR OPNGS. ONY. INTERRUPTED NORM REINFORING SPING = S/2 () (3" MINIMUM) REINFORING S INDITED ON STRUT. DWGS. INTERRUPTED REINFORING ORIGIN SE IN INHES FOR REDUED PNS 0 /8" / 3/ MIN. / R WTERSTOP DETI SE: N.T.S. / R /8" PREPRED FOR THE 6 EQ. SPES DEPRTMENT TRNSPORTTION SHRP RIS / SYM. 9" " 3/8" / W EXPNSION JOINT 3" " WTERSTOP ONSTRUTION JOINT JK OINS PROJET 5/8" /8" MIN. 7/ MIN. 3/ PROJET NUMER & PHSE: ONTRT NO.: FE ONSTRUTION JOINT IN W, S OR FOUNDTION NOTES: /8" SEE SPEIFITIONS FOR SURFE PREPRTION. PRIME VERTI EDGES. ONSTRUTION JOINTS EXPOSED TO HYDRUI OR SOI ERING SURFES TO HVE GROOVE ND SENT. STOP GROOVE ND SENT 6 INHES EOW EXTERIOR GRDE OR S INDITED ON DRWINGS. SENT GROOVE ONSTRUTION JOINTS SE: N.T.S. SE: S NOTED /8" JOINT SENT OND REKER TPE 2 ST9 EE TERRE PUMPING PNT (REPE) TYPI ND NOTES DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:3:57 PM USERNME => cracelis2 ST9.dgn

20 R SIZE #3 #4 #5 #6 #7 #8 #9 #0 # "X" 8" 0" 9" 2 2 "X" PREPRED JOINT REINFORING ONT. THROUGH JOINT WTERSTOPENTER JOINT FE ST9 TIE TO #3 ONT. REINF. 3 / U.N.O. TIE #3 ONT. TO 0" O.. MX., WTERSTOP ST9 W W/ REINF. E. FE SEE STRU. DWGS. W & WTER STOP JOINT PREPRTION, SEE SPES. & NOTES TIE #3 TO TOP & OTTOM 06 Ker PNS PPROV 58, 99. NOTE: () UNESS NOTED OTHERWISE ON DRWINGS, ENGTHS R HOOKS IN FOOTINGS, OUMNS, WS ND SS SH E GIVEN IN TE. SETION SETION FND. OR S W/ REINF. TOP & OTTOM 3 ONSTRUTION JOINT S ND FOOTINGS 4 ONSTRUTION JOINT W TO FOUNDTION 5 SE: N.T.S. SE: N.T.S. SE: N.T.S. SENT 2 RESERVOIR ST2 8" (OMIT T OT. SS ON GRDE) T T/2 W SETION TO E ST FIRST 3/ INTERSETING WTERSTOP TO E PED T WTER SIDE /8" I.D. PSTI 2#3 RS. SEEVE & WTERTIGHT TIE TO P. GRESE ROD PRIOR SEURE R OR TO INSTTION 3/ MIN. SEEVE IN PE R. TWN. R & P. " DI. x 3 0" SOOTH R DOWES. 3/ EXPNSION JOINT MIN. FROM TOP & OT. FIER W/ 8d W 0" MX. MX. O.. O.. U.N.O. W PN S SETION W TO S EXPNSION JOINT 6 SE: N.T.S. SIGN F ST9 SEE STRU. DWGS. ONT. W & REINF. W TO W SE: N.T.S. W & WTER STOP PN ONSTRUTION JOINT R. SNHEZ R. SNHEZ R. SNHEZ JOINT PREPRTION SEE SPEIFITIONS ST9 WTERSTOP. TIE TO HORIZ. REINF. PER DET. 5 ST20 SEE STRUTUR DWGS. FOR REINF. ORIGIN SE IN INHES FOR REDUED PNS 7 JOINT SENT W.S. T 2 ST2 ST9 ONSTRUTION JOINT W TO FOUNDTION SE: N.T.S. PREPRED FOR THE DEPRTMENT TRNSPORTTION 3/ JK OINS 8" PROJET ST20.dgn 2 O.. 2#3 ONT O.. STGGER 8 S REINF. PROJET NUMER & PHSE: ONTRT NO.: SE: S NOTED ST20 EE TERRE PUMPING PNT (REPE) TYPI DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:33:03 PM USERNME => cracelis2

21 ONRETE SURFE / / GROOVE MIN. JOINT SENT SEE SPES. UT RK SEE SPES. FOR JOINT PREPRTION ROUND EDGE W/ SHORT RDIUS SENT RESERVOIR W / 06 Ker 58, 99 PNS PPROV. /8" MIN. EH RK SIDE RK RKS IN STRUTURE SH E REPIRED S INDITED ND IN ORDNE WITH THE SPEIFITIONS. SENT OND REKER KUP R JOINT SEER 3/ OR S W/2 TERNTE REPIRS: NOTED OTHERWISE. S PPROVED THE. NOTE: W = / UNESS NOTED OTHERWISE 2. EPOXY JOINT REPIR OR RYSTINE WTERPROING SUMIT MTERIS ND PPITION FOR REVIEW THE. ONRETE RK REPIR 20 SENT RESERVOIR 2 SE: N.T.S. SE: N.T.S. SHEDUE R EMEDMENT ENGTH R SIZE / " 3/ THREDED OUPING 3/ THREDED OUPING. MET PRTS SH E SST. STEE. 2. ERNE MIN. SH E MINTINED ETWEEN THE IFTING EYE SSEMY ND THE REINFORING STEE. 3. OD PITY T = 2000# T = 5" 3000# T = 4000# SIGN F 3" SQ. x 3/8" THIK PTE WSHER w/ (2)#5 x 0" TK WED, S REINF. IFTING EYE 23 2 / T SE: N.T.S. GR a b c 20" THIS DETI TO E USED UNESS NOTED OTHERWISE ON STRUTUR DRWINGS. DDITION REINFOREMENT T OPENING: S ND S2 = /2 RE UT RS TO E DDED ON EH SIDE OPENING. DDITION REINF. S ND S2 TO E PED: a.t ENTER WS OR SS WHERE ONE YER REINFOREMENT IS PROVIDED. b.t EH FE WS OR SS WHERE TWO YERS REINFOREMENT RE PROVIDED. PROVIDE DIGON DOWE FOR EH YER REINFOREMENT (#5 x 3 0") U.N.O. OTE DDITION REINF. T /2 SPE ETWEEN NORM RS NOT UT. #4 #5 #6 #7 #8 #9 #0 20" 2 WHEN THE DISTNE ETWEEN OPENING IN W OR S ND INTERSETING W OR S IS ESS THN THE SUM SPES NEESSRY TO OMMO THE REPEMENT REINFORING T THE MINIMUM SPING: a.inrese R SIZE ONE SIZE. b.dd ONY DDITION REINFORING NEESSRY TO MINTIN MINIMUM 3 IN. SPING ETWEEN DJENT W, S, PIPE OR SEEVE. 5" 8" 2 30" 2 #5 DIG. R E.F. T SQURE OR RETNGUR OPENINGS ONY. HOOK ONY IF UNE TO OTIN P. NOTES FOR DDITION REINF. T RETNGUR OPENINGS () SE: N.T.S. R. SNHEZ R. SNHEZ R. SNHEZ 30" 39" 49" 63" 38" 3" 39" 5" 65" ORIGIN SE IN INHES FOR REDUED PNS 24 48" 8 DD RS S2 c b NORM REINFOREMENT SYMMETRI OUT DEPTH MEMER DOOR OPENING UT UT R R W OR S OPENING NORM REINFOREMENT UT R MIN. R. S R DD RS S UT IF "b" IS GRETER THN DEPTH FOOR INE MEMER PROVIDE MINIMUM SPING REINF = 3 IN. S = RE REINF. PREPRED FOR THE DEPRTMENT TRNSPORTTION 4 EEVTION DDITION REINF. T RETNGUR OPENINGS () SE: N.T.S. JK OINS PROJET ST2.dgn 7 0" b a UT UT R R a DD RS S DD RS S2 HOOKED R 25 PROJET NUMER & PHSE: ONTRT NO.: SE: S NOTED ST2 EE TERRE PUMPING PNT (REPE) TYPI ND NOTES DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:33:57 PM USERNME => cracelis2

22 NOTES STRUTUR NOTES GENER. THE ONTRTOR SH VERIFY DIMENSIONS EFORE STRTING WORK ND SH IMMEDITEY NOTIFY THE NY DISREPNIES. 2. WHERE ONSTRUTION RE NOT INDITED OR NOTED FOR NY PRT THE WORK, SH E THE SME S FOR OTHER SIMIR WORK ND TYPI. 3. ONSTRUTION SH E IN RODNE WITH THE ONTRUTION SPEIFITIONS. 48 DI. 0" MIN 0" MIN TURN EVERY OTHER R OPPOSITE DIRETION P SPIE HORIZONT RS WY FROM INTERSETION 48 DI. 0" MIN 48 DI. 0" MIN FOOR OR RO 2 #4 ONT. TOP & OTTOM IN OND EM UNITS EVE #3 TIES (TN. HKS.) PNS PPROV. 4. ONTRTOR SH FOOW THE PROVISIONS THE 206 UIDING ODE. FOUNDTIONS. REFER TO ONSTRUTION SPEIFITIONS ND GEOTEHNI REPORT FOR ERTHWORK ND FOUNDTION PREPRTION. REINFORED ONRETE. ONRETE SH HVE MINIMUM UTIMTE OMPRESSIVE STRENGTH T 28 DYS 4000psi. 2. EMENT SH E PORTND EMENT TYPE II/V. TWO DDED RS TO MTH VERTI REINFORING PN VERTI REINFORING SPING ONE R T ORNERS TO MTH VERTI REINFORING ONE R T ORNERS TO MTH VERTI REINFORING PN NOTE: DETI PPIES FOR OPENINGS 6 INHES ND GRETER IN WIDTH #3 HOOKED TIES OTE IN FIRST E O.. OVER OPENINGS (U.N.O.) 2#5 FU HEIGHT W (MIN.)(EH JM) 3. THE MXIMUM NOMIN GGREGTE SIZE SH E 3/ FOR S, " FOR FOOTINGS. W INTERSETION W ORNER THE MXIMUM SUMP SH E IN ORDNE WITH THE SPEIFITIONS. ONSTRUTION JOINTS SH E OTED S SHOWN ON DRWINGS. DDITION JOINTS REQUIRED FOR ONSTRUTION SH E SUMITTED TO THE FOR REVIEW. MU W REINFOREMENT NOT TO SE TYPI REINFORING FOR MSONRY OPENINGS NOT TO SE 2 6. REINFORING STEE SH E DEFORMED RS ONFORMING TO STM 65 GRDE RS SH E UT ND ENT IN ORDNE WITH THE PROVISIONS I PROVIDE 3/ HMFER T EXPOSED ONRETE EDGES ND ORNERS U.O.N. 9. UNESS OTHERWISE DETIED, PROVIDE 3/8" DIMETER SPER RS OR TIES T 2 0. NO PIPE OR DUTS SH E PED IN ONRETE SS OR FOOTINGS UNESS SPEIFIY DETIED.. DDITION ONSTRUTION JOINTS TO FIITTE ONSTRUTION MY E DDED T NO OST TO THE OWNER ND S PERMITTED OWNER S REPRESENTTIVE. 2. SEURE ITEMS TO E EMEDDED IN ONRETE PRIOR TO PING ONRETE. STRUTUR ND MISENEOUS STEE. MTERIS SH ONFORM TO THE FOOWING SPEIFITIONS: W SHPES STM 992 OTHER SHPES, PTES, ET. STM 36 MHINE OTS STM OT HOES SH E / RGER THN THE OT. 3. WSHERS ON NHOR OTS SH E 2 / OD MIN. WIND OD: SI WIND SPEED = 0 MPH (3 SE GUST) IMPORTNE FTOR (I) =.5 SEISMI OD: SE/SEI 70 R = III Ss =.092 I =.25 S = s =0.94 SDS = EQUIVENT TER FORE NYSIS SD = OUT PNE Fx = 0.335W SITE SS D R = 5 SIGN F R. SNHEZ R. SNHEZ R. SNHEZ NOT USED 3 NOT TO SE ORIGIN SE IN INHES FOR REDUED PNS MEDIUM ROOM FINISH STINPE RSIVE NOSING SEE STRUTURU PREPRED FOR THE DRWINGS NOTE: DEPRTMENT TRNSPORTTION #4 NOSING R " NOSING USE ONRETE HRDENER ON TRED SURFES ONRETE STIR NOSING NOT TO SE JK OINS PROJET / R. SEE STRUTURU DRWINGS 4 PROJET NUMER & PHSE: ONTRT NO.: GV. ST. GRTING / GV. ST. EDGE NGE FE ONRETE R /8x 8" O.. ; MIN. (2) PER NGE SME MTERI S NGE ; (WED TO EDGE NGE) GRTING IP W/ THREDED STUD; ENGTH & DI. TO E DETERMINED GRTING MFR. (2) PER PNE REQ D (FIED WED STUDSME MTERI S NGE) GRTING SET NOT TO SE SE: S NOTED / MX. 5 TYPI ND NOTES TO SUIT GRTING " TYP ST22 EE TERRE PUMPING PNT (REPE) DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7//208 TIME POTTED => 3:2:46 PM USERNME => cracelis2 ST22.dgn

23 86 0" 06 Ker 58, 99 OUTTOOUT THIK W, 48" DI. RP PIPE 84 0" INSIDETOINSIDE 50 0" 36 0" MTH INE MTH INE SEE DWG. ST24 SEE DWG. ST25 ONRETE ESS STRUTURE, SEE ST29 8 " THIK W, PNS PPROV. 4 8 /2 " EEV EEV " VUT, 2 RP FROM EXISTING STORGE OX 97 5" TO MP3 60 0" STRUTURE SEE ST2 60" ST23 EEV EEV SIGN F SRIFY 8", SEE GEOTEHNI REPORT ONRETE OR TIE 37 " ST26 ST24 R. SNHEZ R. SNHEZ R. SNHEZ OUTET HNNE 3 9" 86 0" OUTTOOUT SETION SE: /8"= ORIGIN SE IN INHES FOR REDUED PNS 90" RP PIPE PER JENSEN PREST OR EQUIVENT FOUNDTION PN SE: /8"= PREPRED FOR THE DEPRTMENT TRNSPORTTION FINISH GRDE EEV. VRIES JK OINS PROJET 8 0" 48" DI. RP PIPE 8 MIN. PROJET NUMER & PHSE: ONTRT NO.: EGEND: SRIFY 8" EOW EXVTION OTTOM (SEE GEOTEHNI REPORT FOR DDITION REQUIREMENTS ND PROVIDE INSPETION PRIOR TO FOUNDTION PEMENT) SE: /8"= ST23 EE TERRE PUMPING PNT (REPE) FOUNDTION PN ND EEVTION DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:36:3 PM USERNME => cracelis2 ST23.dgn

24 THIK 84 0" FOR NR. 2 ST26 W, 3 0" 6 0" OPENING, INSIDETOINSIDE 06 Ker 58, 99 PNS PPROV. 48" RP PIPE RP ONNETION FOR REINF. OPNG. ST26 END W SIGN F 97 5" TO MP3 STRUTURE SEE ST2 ST26 INTERIOR W, ST26 37 " 3 9" R. SNHEZ R. SNHEZ R. SNHEZ 90" RP PIPE PER JENSEN PREST OR EQUIVENT ORIGIN SE IN INHES FOR REDUED PNS OUTET HNNE 4 3" 4 3" 4 3" 4 3" MTH INE SEE DWG. NO. ST25 2 #6 OPENING SQ OKOUT RP DI. PUS EH SIDE ENRGED PRTI FOUNDTION PN PREPRED FOR THE DEPRTMENT TRNSPORTTION JK OINS PROJET SE: /= 3" R #4 2 OPENING W ND RER PER ST26 MIN. 3" R RP ONNETION DETI SE: "= PROJET NUMER & PHSE: ONTRT NO.: RP PIPE PER PN #4 8" O.. RDI W/ EPOXY IN MIN EMED (2) #4 TOP & OT. EH SIDE SE: S NOTED ST24 EE TERRE PUMPING PNT (REPE) ENRGED PRTI FOUNDTION PN DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:39:00 PM USERNME => cracelis2 ST24.dgn

25 84 0" INSIDETOINSIDE THIK W, SIGN F ENRGED PRTI FOUNDTION PN MTH INE SEE DWG. NO. ST24 SE: /= 4 3" 4 3" 4 3" 4 3" ONRETE ESS STRUTURE, SEE ST29 INTERIOR W, R. SNHEZ R. SNHEZ R. SNHEZ 6 0" WIDE 7 OPENING ST26 6 0" WIDE 3 0" OPENING, ST26 2 ORIGIN SE IN INHES FOR REDUED PNS END W ST26 ST26 PREPRED FOR THE DEPRTMENT TRNSPORTTION ST26 FOR NR. ST24 2 RP FROM EXISTING RP STORGE OX FOR OPNG. ST24 PIPE JK OINS ONNETION RP 48" DI. RP PROJET ONNETION PROJET NUMER & PHSE: ONTRT NO.: PNS PPROV SE: /= ST25 EE TERRE PUMPING PNT (REPE) WTER STORGE EFOUNDTION PN DISREGRD PRINTS ERING ERIER REVISION S. REVISION S POTTED => 7/0/208 TIME POTTED => 2:40:24 PM USERNME => cracelis2 ST25.dgn

26 4 3" 4 3" 4 3" 4 3" 3 0" SIGN F NO. 6 2 EH FE TOT (4) NO. O.. OPENING 2 OD JOINT NO. 6 EH FE TOT (4) NO. O.. NO. 8" O.. NO. O.. (6) NO. 8 ONT. NO. 6 O.. (4) NO. 6 ONT. NO. O.. NO. 8" O.. NO. 8" O.. NO. 8" O.. NO. 3 O.. NO. 8" O.. NO. 6 8" O.. EEV EEV R., ENRGED REINF. 6 0" OPENING SETION SE: 3/8"= 0" P, ONSTRUTION JOINT 0" 6 8" OPENING 3" R. R. 5 ST20 P SETION SE: 3/8"= SETION SE: 3/= R. SNHEZ R. SNHEZ R. SNHEZ NO. 6 8" O.. 3 R. 6 8" NO. 8" O.. 2 OPNG. ORIGIN SE IN INHES FOR REDUED PNS 0" P R., NO. 6 8" O.. NO. 6 8" O.. 3 0" 2 P NO. 6 O.. NO. 6 8" O.. 6 OPNG. W OPENING SE: 3/= ST24 & 25 NO. 6 8" O.. NR. W SE: 3/= ST24 & 25 PREPRED FOR THE DEPRTMENT TRNSPORTTION JK OINS PROJET ST26.dgn 2 3 R. JOINT NO. 6 8" O.. ONSTRUTION NO. 6 8" O.. 8 0" 5 ST20 PROJET NUMER & PHSE: ONTRT NO.: NO. O.. P NO. O.. PNS PPROV NO. 6 8" O.. NO. 6 8" O.. REINF. DETI SE: 3/= SE: S NOTED NO. 8" O " ST26 EE TERRE PUMPING PNT (REPE) WTER STORGE ESETIONS ND DISREGRD PRINTS ERING ERIER REVISION S. REVISION S POTTED => 7/0/208 TIME POTTED => 2:4:04 PM USERNME => cracelis2

27 PNS PPROV. EETRI EQUIPMENT SEE EETRI DRWINGS VNDISM RESISTNT DOOR OK, SEE MEHNI DRWINGS UNDERGROUND PU SETION ONDUIT USHING, TYP #4 OTH WYS (TOP ND OT) GROUND US PROVIDE 5/8" DI. HITI KWIK OT TZ NHORS WITH MIN. EMEDMENT PER I ESR97. PROVIDE ONE IN EH NHOR OTION ENOSURE (MIN. E. ORNER) FINISH FOOR FINISH GRDE ONRETE FOUNDTION 8" " 3" NOTES: 3 ONDUITS TO UTIITY TRNSFORMER. ONDUIT TO EETRI UIDING FOR ONTINUTION, SEE EE6 SIDE EEVTION FRONT EEVTION WETHERPRO ENOSURE NOT SHOWN SIGN F SUPPY SIDE ONDUITS R. SNHEZ R. SNHEZ R. SNHEZ ONDUIT RE ONRETE S (6 x8 ) PN ONDUIT RE SERVIE PEDEST NO SE ORIGIN SE IN INHES FOR REDUED PNS SPR PREPRED FOR THE DEPRTMENT TRNSPORTTION, OD SIDE ONDUITS JK OINS PROJET PROJET NUMER & PHSE: ONTRT NO.: SE: NONE ST27 EE TERRE PUMPING PNT (REPE) r NO. (REPE) MIS. DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:4:40 PM USERNME => cracelis2 ST27.dgn

28 SORHOUET, MRK. #4x28" ONG DOWES T O.. E. FE. DRI ND EMED INTO (E) ON. W/HITI HITRE 500V3 EPOXY. SPEI INSPETION REQ D. #4 RS T O.. E. WY, E. FE #4 DOWE x T O.., DRI ND EMED W/EPOXY S PNS PPROV 2/3/9 0" 0 0" #4 RS T O.. 3" 3" (E) PUMP STTION SETION (E) ON. ESS TO E DEMOISHED STRUTURE FDN. T DERIS SUMP SE: 3/= #4x28" ONG DOWES T O.. E. FE. DRI ND EMED INTO (E) ON. W/HITI HITRE 500V3 EPOXY. SPEI INSPETION REQ D. INFI T FOUNDTION 3" R #4 RS T O.. E. WY, E. FE INFI T W ND RO SE: 3/= SIGN F 3" 3" (E) ON. ESS STRUTURE W (E) PUMP STTION SETION TO E DEMOISHED R. SNHEZ R. SNHEZ R. SNHEZ ORIGIN SE IN INHES FOR REDUED PNS ( ) 6 0" ( ) PREPRED FOR THE DEPRTMENT TRNSPORTTION EDGE FOOR EYOND SE: 3/= EEVTION T INFI JK OINS PROJET PROJET NUMER & PHSE: ONTRT NO.: E. DIRETION, SE: S NOTED TYP 3 SIDES #4 EPOXY DOWES T O. E. FE, E. DIRETION, ST28 EE TERRE PUMPING PNT (REPE) OUTINE EXISTING ONRETE ESS STRUTURE #4 RS T O.. E. FE, INFI T (E) ESS STRUTURE DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7/0/208 TIME POTTED => 2:42:25 PM USERNME => cracelis2 ST28.dgn

29 GV. GRTING 3 W/4 " X 3/ GRTING SUPPORT GRTING SUPPORT GV. GRTING 3 W/4 " X 3/ 06 Ker SORHOUET, MRK. 58, " 6 0" EDGE STORGE E EOW 8 0" 6 0" DDER PN VIEW SE: 3/8"=0 DDER (WITH DDERUP SFETY POST) GV. GRTING 3 W/4 " X 3/ ERING RS OUTINE ESS STRUTURE RIM EEV NO.6 O. EEV P T STORGE E ERING RS (2) NO.6 ONT. EEV NO.6 O. 3 P FINISH GRDE E. R NO.6 O. NO.6 O. NO.6 O. 5 ONSTRUTION ST20 JOINT EEV FINISH GRDE E. NO.6 O. NO.6 O. 3 P EEV ERING RS 6 0" RIM EEV R EEV OPENING TO STORGE E, EYOND NO.6 O. 5 ST20 JOINT ONSTRUTION PNS PPROV. S /3/9 STEP 8"0" 9" 3 0" SQ. NDING OUTINE STORGE E O. O. 3" R EEV EEV O. O. 8 0" SETION SETION SE: 3/8"=0 SE: 3/8"=0 3" R OUTINE STORGE E D 9" 3 0" NDING W REINF., SEE SETION N0. 6 O.., TYP SIGN F P SETION SE: /=0 N0. 6 HORIZ. RS, STNDRD HOOK, N0.4 TRED NOSING, N0.4 O.. SEE SETION R. SNHEZ R. SNHEZ R. SNHEZ 9" 9" 9" ORIGIN SE IN INHES FOR REDUED PNS SETION D SE: 3/=0 FOUNDTION REINF. PREPRED FOR THE DEPRTMENT TRNSPORTTION DDER, SEE ON ST6 N0.4 O.. JK OINS PROJET ST29.dgn GV. GRTING 3 W/4 " X 3/ ERING RS 3 x 2 x /4 H ONT. ROUND W/ / DI. x WEDED STUD T 8"O.., MIN. 2 PER NGE GRTING SUPPORT SE: 3"=0 PROJET NUMER & PHSE: ONTRT NO.: / R. SE: S NOTED ST29 EE TERRE PUMPING PNT (REPE) PN, SETIONS ND DISREGRD PRINTS ERING ERIER REVISION S REVISION S POTTED => 7//208 TIME POTTED => 3:52:7 PM USERNME => cracelis2