CITY OF DAYTON Public Works Design Standards. Standard Detail Drawings & Sample Test Report Forms Appendix A

Transcription

1 CTY OF DAYTON Public Works Design Standards Standard Detail Drawings & Sample Test Report Forms Appendix A Note: 1) Per PWDS 1.1.b.9, the applicable City standard details shall be included on construction drawings submitted for City review and approval. See also PWDS 1.3.b for detail sheet stamping requirements where engineered drawings are required. 2) Per PWDS 1.2.b, the standard details are intended to assist but not to substitute for competent work by design professionals where applicable. As noted in the PWDS, the standard details illustrate the minimum requirements and materials required by the Public Works Department for the construction of certain standard system components, and are thus not considered to be final documents until incorporated into a design approved by the City,

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3 8' P.U.E. R/W VARABLE R/W 8' P.U.E. S.S. - 5' FROM C /L (TYP ON LOW SDE OF STREET). SEE NOTES 1 & 2 (3' MN CLEAR SEPARATON BETWEEN SEWER & STORM MANS) C/L ::: ~.qw w (/) - ~ ::: z - w (/) (/) CURBED STREETS 1. 6' MN COVER REQURED FOR SANTARY SEWER MANS ( 4' MN. COVER TYPCALLY REQURED FOR LATERALS). 2. LATERALS AND P /L CLEAN OUTS TO BE NSTALLED DURNG CONSTRUCTON OF SANTARY SEWER & STORM MANS (TO AVOD FUTURE STREET CUTS). 3. WATER TO BE NSTALLED 3' BEHND FACE OF CURB ON HGH SDE OF STREET. 36" MN. COVER ON ALL WATERLNES. 1 O' MNMUM SEPARATON TYPCAL BETWEEN PARALLEL WATER & SEWER MANS. 4. STORM SEWER TO BE NSTALLED ON LOW SDE OF STREET: a) 2' FROM FACE OF CURB FOR <4' RM TO NVERT b) 6' FROM FACE OF CURB FOR >4' RM TO NVERT (MH SYSTEM) 5. MANTAN MN. 3' HORZ. SEPARATON BETWEEN PUBLC UTLTES & PARALLEL PRVATE UTLTES. OTHER VERTCAL AND HORZONTAL SEPARATON DSTANCES SHALL BE AS SPECFED BY DEQ, ODWP, OR OTHER PUBLC/PRVATE UTLTY COMPANES. td ti8.[) (/). (/). w <{ -. C) > - z ::: _j w 3: w w... - (/) LAST REVSON DA TE: COPYRGHT 1996 WESTECH ENGNEERNG, NC. APR 214 TYP. UTLTY LOCATONS (CURBED STREETS) 6. UNTY TRENCH PER UTLTY COMPANY REQUREME,. NT_s... """"'41 GENERALLY ON OPPOSTE STE OF STREET FROM WATER LNE WHERE FEASBLE. DAYTON, OR 11

4 8' P.U.. R/W VARES CURB R/W 8' P.U.E. ") (/) (/) w <( > 5 (_') - z o::: _jw :s: w w D... - (/) C/L NOTE: UTLTES FOR TURNPKE STREETS OR 3/4 STREET MPROVEME SHALL BE LOCATED TO ALLOW FUTURE CONSTRUCTON OF CURBED STREETS ~THOUT RELOCATNG UTLTES. SEE DETAL 11. S.S.-5' FROM C/L ON LOW SDE OF STREET TURNPKE STREETS 1. 6' MN COVER REQURED FOR SANTARY SEWER MANS ( 4' MN. COVER TYPCALLY REQURED FOR LATERALS). 2. LATERALS AND P /L CLEANOUTS TO BE NSTALLED DURNG CONSTRUCTON OF SANTARY SEWER & STORM MANS (TO AVOD FUTURE STREET CUTS). 3. WATER TO BE NSTALLED 3' BEHND FACE OF CURB ON MPROVED SDE OR 3' BEHND FUTURE FACE OF CURB LOCATON AS DRECTED BY THE CTY ENGNEER. 1' MNMUM SEPARATON TYPCAL BETWEEN PARALLEL WATER & SEWER MANS. 4. MANTAN MN. 3' HORZ. SEPARATON BETWEEN PUBLC UTLTES & PARALLEL PRVATE UTLTES. OTHER VERTCAL AND HORZONTAL SEPARATON DSTANCES SHALL BE AS SPECFED BY DEQ, ODWP, OR OTHER PUBLC/PRVATE UTLTY COMPANES. 5. UNTY TRENCH PER UTLTY COMPANY REQUREME, GENERALLY ON OPPOSTE STE OF STREET FROM WATER LNE WHERE FEASBLE. LAST REVSON DA TE: COPYRGHT 1996 WESlECH ENGNEERNG, NC. APR 214 TYP. UTLTY LOCATONS (TURNPKE AND 3/4 STREETS) DAYTON, OR 12

5 P.U.E. 8' TYPCAL P/L R/W C/L STREET = C/L R/W 3' P/L P.U.E. 8' TYPCAL 15' 15' 6" 'l' 4" MN. COMPACTED J ff ~"'J"'"'Y- GRANULAR BASEROCK 4" MN SUBGRADE, SEE NOTES BELOW. -BASE LFT AC - 3/4" DENSE GRADED MX (LEVEL 2 JMF). - TOP LFT AC - 1 /2" DENSE GRADED MX (LEVEL 2 JMF). r )> -< - z ::::: '\) ~ ~ gr en())> c..v q ~-- ;o -rm Z Oen s:: (") c )>m S:: rz z ~- ~ mrr r= o )> en o en ~ - en - z-~ m - )> Ul - X f"'1 J :$ ftl!l! OJ ~ N ~ g f' J 1" OF 1"-" GRANULAR BASEROCK (COMPACT TO 95% OPTMUM PER AASHTO T-18) ALT: 2" OF 3/4"-" GRANULAR BASEROCK OVER 8" OF 1-1/2"-" GRANULAR BASEROCK. TYPE 'A' CURB & GUTTER (SEE DETAL 21) 3" A.C. PVMT. N 2 LFTS 1-1 /2" CL.'C' OVER 1-1 /2" CL.'B' (COMPACT TO 91 % OPTMUM PER RCE STANDARD METHOD) 1. ALL DESGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PROR TO PLACEMENT OF BASEROCK. COMPACTON TESTNG OF SUBGRADE MAY BE WAVED AS OUTLNED UNDER NOTE F SUBGRADE FALS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO UNDSTURBED SOL AND BACKFLLED WTH BASEROCK OVER GEOTEXTLE RENFORCEMENT FABRC (AS SPECFED) TO ALLOW COMPACTON OF UPPER (DESGN) BASEROCK SECTON AND TO MANTAN STRUCTURAL NTEGRTY OF NATVE SUBGRADE SOLS. TYPCAL MN. OVEREXCAVATON REQURED S 12-NCHES. NO RUBBER TRED EQUPMENT ALLOWED ON SUBGRADE FOLLOWNG OVEREXCAVATON. 3. F SUBGRADE PASSES PROOF-ROLL BUT CANNOT BE COMPACTED TO 95% OPTMUM DENSTY PER AASHTO T-18 (OR F CONTRACTOR CHOOSES NOT TO TEST), GEOTEXTLE SEPARATON FABRC (AS SPECFED) SHALL BE PLACED ON THE SUBGRADE PROR TO PLACEMENT OF THE BASEROCK. 4. RENFORCEMENT FABRC (FOR USE W/OVEREXCAVATON): NON-WOVEN (MRAF 1N, GEOTEX 11, LNQ 25EX OR EQUAL), WOVEN (MRAF 55X, GEOTEX 25ST, LNQ GTF25 OR EQUAL). SEPARATON FABRC: NON-WOVEN (MRAF 16N, GEOTEX 61, LNQ 15EX OR EQUAL), WOVEN (MRAF 5X, GEOTEX 2ST, LNQ GTF2 OR EQUAL).

6 P.U.E. 8' TYPCAL P/L R/W C/L STREET = C/L R/W 32' P/L P.U.E. 8' TYPCAL 16' 16' )> -< --l z :::u 1'.) ~ 1'.) z c..v 1'.) ~-;o r )> (/) -1 :;u f"'l '1 $ ftl!ll rn ~ -rm N ~ z o en -1 ~ ~ s: () - '1 c )> ~ S: r Z --l en = - m r)> () )> r (/) () - - en en o en --1 z.._,;a m - 1 O" OF 1'' -" GRANULAR BASEROCK (COMPACT TO 95% OPTMUM PER AASHTO T-18) ALT: 2" OF 3/4"-" GRANULAR BASEROCK OVER 8" OF 1-1 /2" -" GRANULAR BASEROCK. TYPE 'A' CURB & GUTTER (SEE DETAL 21) 3" A.C. PVMT. N 2 LFTS 1-1/2" CL.'C' OVER 1-1/2" CL.'B' (COMPACT TO 91% OPTMUM PER RCE STANDARD METHOD) 1. ALL DESGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PROR TO PLACEMENT OF BASEROCK. COMPACTON TESTNG OF SUBGRADE MAY BE WAVED AS OUTLNED UNDER NOTE F SUBGRADE FALS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO UNDSTURBED SOL AND BACKFLLED WTH BASEROCK OVER GEOTEXTLE RENFORCEMENT FABRC (AS SPECFED) TO ALLOW COMPACTON OF UPPER (DESGN) BASEROCK SECTON AND TO MANTAN STRUCTURAL NTEGRTY OF NATVE SUBGRADE SOLS. TYPCAL MN. OVEREXCAVATON REQURED S 12-NCHES. NO RUBBER TRED EQUPMENT ALLOWED ON SUBGRADE FOLLOWNG OVEREXCAVATON. 3. F SUBGRADE PASSES PROOF-ROLL BUT CANNOT BE COMPACTED TO 95% OPTMUM DENSTY PER AASHTO T-18 (OR F CONTRACTOR CHOOSES NOT TO TEST), GEOTEXTLE SEPARATON FABRC (AS SPECFED) SHALL BE PLACED ON THE SUBGRADE PROR TO PLACEMENT OF THE BASEROCK. 4. RENFORCEMENT FABRC (FOR USE W/OVEREXCAVATON): NON-WOVEN (MRAF 1N, GEOTEX 11, LNQ 25EX OR EQUAL), WOVEN (MRAF 55X, GEOTEX 25ST, LNQ GTF25 OR EQUAL). SEPARATON FABRC: NON-WOVEN (MRAF 16N, GEOTEX 61, LNQ 15EX OR EQUAL), WOVEN (MRAF 5X, GEOTEX 2ST, LNQ GTF2 OR EQUAL).

7 P.U.E. 8' TYPCAL P/L R/W C/L STREET = C/L R/W 34' P/L P.U.E. 8' TYPCAL 17' 17' ~ J 4" MN. COMPACTED ff GRANULAR BASEROCK 4" MN """]"""""'' SUBGRADE, SEE NOTES BELOW. -BASE LFT AC - 3/4" DENSE 12" OF 1''-" GRANULAR BASEROCK GRADED MX (LEVEL 2 JMF). (COMPACT TO 95% OPTMUM PER AASHTO T-18) - TOP LFT AC - 1 /2" DENSE GRADED MX (LEVEL 2 JMF). ALT: 2" OF 3/4"-" GRANULAR BASEROCK OVER ,- 1" OF 1-1/2"-" GRANULAR BASEROCK. )> -< - z :;;:o N ~ w z - ~ 1c.n );' r= z 9 w ~ s:-- ;a -rm z CJ) s: () C ::r> m rz s: = - (/) () )> mrr () )> (/) - (/) - (/) ;a z-m m - TYPE 'A' CURB & GUTTER (SEE DETAL 21) 3" A.C. PVMT. N 2 LFTS 1-1/2" CL.'C' OVER 1-1/2" CL.'B' (COMPACT TO 91% OPTMUM PER RCE STANDARD METHOD) )> Ul ~ 1. ALL DESGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PROR TO PLACEMENT OF 'l ~ BASEROCK. COMPACTON TESTNG OF SUBGRADE MAY BE WAVED AS OUTLNED UNDER NOTE 3. 8j g 2. F SUBGRADE FALS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO UNDSTURBED SOL ~ ~ AND BACKFLLED WTH BASEROCK OVER GEOTEXTLE RENFORCEMENT FABRC (AS SPECFED) TO :::J ~ ALLOW COMPACTON OF UPPER (DESGN) BASEROCK SECTON AND TO MANTAN STRUCTURAL NTEGRTY OF NATVE SUBGRADE SOLS. TYPCAL MN. OVEREXCAVATON REQURED S 12-NCHES. NO RUBBER TRED EQUPMENT ALLOWED ON SUBGRADE FOLLOWNG OVEREXCAVATON. 3. F SUBGRADE PASSES PROOF-ROLL BUT CANNOT BE COMPACTED TO 95% OPTMUM DENSTY PER AASHTO T-18 (OR F CONTRACTOR CHOOSES NOT TO TEST), GEOTEXTLE SEPARATON FABRC (AS SPECFED) SHALL BE PLACED ON THE SUBGRADE PROR TO PLACEMENT OF THE BASEROCK. 4. RENFORCEMENT FABRC (FOR USE W/OVEREXCAVATON): NON-WOVEN (MRAF 1N, GEOTEX 11, LNQ 25EX OR EQUAL), WOVEN (MRAF 55X, GEOTEX 25ST, LNQ GTF25 OR EQUAL). SEPARATON FABRC: NON-WOVEN (MRAF 16N, GEOTEX 61, LNQ 15EX OR EQUAL), WOVEN (MRAF 5X, GEOTEX 2ST, LNQ GTF2 OR EQUAL).

8 P.U.E. 8' TYPCAL P/L ~ 4" MN. COMPACTED J GRANULAR BASEROCK 4" MN SUBGRADE, SEE NOTES BELOW. -BASE LFT AC - 3/4" DENSE,,,,,, )> -< - z ;o \.) \.) - )> j= z 9 z - VJ VJ 2 2 s: () () -Oo cmm - en - z ;o m mm - (fl 18' C/L R/W 36' 18' P/L P.U.E. 8' TYPCAL TYPE 'A' CURB & GUTTER (SEE DETAL 21) 4" A.C. PVMT. N 2 LFTS 2" CL.'C' OVER 2" CL.'B' (COMPACT TO 91% OPTMUM PER RCE STANDARD METHOD) 11 ~ BASEROCK. COMPACTON TESTNG OF SUBGRADE MAY BE WAVED AS OUTLNED UNDER NOTE 3. C/L STREET = R/W ff "'7'l'>.'''J GRADED MX (LEVEL 3 JMF). 12 OF 1 - GRANULAR BASEROCK -TOP LFT AC - 1/2" DENSE (COMPACT TO 95% OPTMUM PER AASHTO T-18) GRADED MX (LEVEL 3 JMF). ALT: 2" OF 3/4"-" GRANULAR BASEROCK OVER ~ 1" OF 1-1/2"-" GRANULAR BASEROCK. ~ 1. ALL DESGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PROR TO PLACEMENT OF tti ~ 2. F SUBGRADE FALS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO UNDSTURBED SOL ~ ~ AND BACKFLLED WTH BASEROCK OVER GEOTEXTLE RENFORCEMENT FABRC (AS SPECFED) TO ~ r:i ALLOW COMPACTON OF UPPER (DESGN) BASEROCK SECTON AND TO MANTAN STRUCTURAL NTEGRTY OF NATVE SUBGRADE SOLS. TYPCAL MN. OVEREXCAVATON REQURED S 12-NCHES. NO RUBBER TRED EQUPMENT ALLOWED ON SUBGRADE FOLLOWNG OVEREXCAVATON. 3. F SUBGRADE PASSES PROOF-ROLL BUT CANNOT BE COMPACTED TO 95% OPTMUM DENSTY PER AASHTO T-18 (OR F CONTRACTOR CHOOSES NOT TO TEST), GEOTEXTLE SEPARATON FABRC (AS SPECFED) SHALL BE PLACED ON THE SUBGRADE PROR TO PLACEMENT OF THE BASEROCK. 4. RENFORCEMENT FABRC (FOR USE W/OVEREXCAVATON): NON-WOVEN (MRAF 1N, GEOTEX 11, LNQ 25EX OR EQUAL), WOVEN (MRAF 55X, GEOTEX 25ST, LNQ GTF25 OR EQUAL). SEPARATON FABRC: NON-WOVEN (MRAF 16N, GEOTEX 61, LNQ 15EX OR EQUAL), WOVEN (MRAF 5X, GEOTEX 2ST, LNQ GTF2 OR EQUAL). Z S: r S: S: r s: ;o ~ en o m )> ;o or en - ;o m - g C/J

9 P.U.E. 8' TYPCAL P/L R/W C/L STREET = C/L R/W 36' P/L P.U.E.. 8' TYPCAL 18' 18' 'i' J 4" MN. COMPACTED GRANULAR BASEROCK ~ """"~ 4" MN TYPE 'A' CURB & GUTTER (SEE DETAL 21) SUBGRADE, SEE NOTES BELOW. i -BASE LFT AC - 3/4" DENSE,,,,,, 4"1 A.C. PVMT. N 2 LFTS GRADED MX (LEVEL 3 JMF). 15 OF 1 - GRANULAR BASEROCK 2"i CL.'C' OVER 2" CL.'B' -TOP LFT AC - 1/2" DENSE (COMPACT TO 95% OPTMUM PER AASHTO T-18) ( qompact TO 91 % OPTMUM PER RCE STANDARD METHOD) GRADED MX (LEVEL 3 JMF). ALT: 2" OF 3/4"-" GRANULAR BASEROCK OVER r 13" OF 1-1/2"-o" GRANULAR BASEROCK. CJ ~. 1. ALL DESGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLJEO PROR TO PLACEMENT OF )> w (j) -< -l s: z ::::: "' w z z s: c c en z s: ~ ~r ~ m w :: )> r r () 9 en ~ ~ :: z m ~ BASEROCK. COMPACTON TESTNG OF SUBGRADE MAY BE WAVED! AS OUTLNED UNDER NOTE F SUBGRADE FALS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO UNDSTURBED SOL AND BACKFLLED WTH BASEROCK OVER GEOTEXTLE RENFORCEMENT FABRC (AS SPECFED) TO ALLOW COMPACTON OF UPPER (DESGN) BASEROCK SECTON ANDi TO MANTAN STRUCTURAL NTEGRTY OF NATVE SUBGRADE SOLS. TYPCAL MN. OVEREXCA~ATON REQURED S 12-NCHES. NO RUBBER TRED EQUPMENT ALLOWED ON SUBGRADE FOLLOWNq OVEREXCAVATON. 3. F SUBGRADE PASSES PROOF-ROLL BUT CANNOT BE COMPACTED! TO 95% OPTMUM DENSTY PER AASHTO T-18 (OR F CONTRACTOR CHOOSES NOT TO TEST), GEQTEXTLE SEPARATON FABRC (AS SPECFED) SHALL BE PLACED ON THE SUBGRADE PROR TO PLAC~MENT OF THE BASEROCK. 4. RENFORCEMENT FABRC (FOR USE W/OVEREXCAVATON): NON-WOVEN (MRAF 1N, GEOTEX 11, LNQ 25EX OR EQUAL), WOVEN (MRAF 55X, GEOTEX 25ST, LNQ GTF25 OR EQUAL). 1 SEPARATON FABRC: NON-WOVEN (MRAF 16N, GEOTEX 61, LN Q 15EX OR EQUAL), WOVEN (MRAF 5X, GEOTEX 2ST, LNQ GTF2 OR EQUAL).

10 1 P/L C/L STREET = C/L R/W P.U.E. 8' R/W TYPCAL VARES, PER ODOT P.U.E. P'YL 8' TYPCAL VARES VARES ~. "' R ~f. '\ ~p...'}. - \'<? J ~- '\~ 4" MN. COMPACTED ~"J~""v.'' \ "\://~, TYPE 'A' CURB & GRANULAR BASEROCK 4" MN (SEE DETAL 21 O) SUBGRADE SEE NOTES BELOW 4"1 A.C. PVMT. N 2 LFTS -BASE LFT AC - 3/4" 'DENSE 15" OF 1 "~" GRANULAR BASEROCK 2 "1 CL'C' OVER 2 " CL'B' GRADED MX (LEVEL 3 JMF). (COMPACT TO 95% OPTMUM PER AASHTO T-18) (qompact TO 91% OPTMUM PER -TOP LFT AC - 1/2" DENSE RCE STANDARD METHOD) )> -< - z ::: \) ~ GRADED MX (LEVEL 3 JMF). ALT: 2" OF 3/4"-Q" GRANULAR BASEROCK OVER z - (/) $: )> - ;o z - s: m c ;o s: )> en r men () -i - ;o -m Om z -i, 13" OF 1-1/2"-" GRANULAR BASEROCK. C1HCKER F REQURED BY ODOT) ~ 1. ALL DESGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLUED PROR TO PLACEMENT OF., ~ BASEROCK. COMPACTON TESTNG OF SUBGRADE MAY BE WAVED! AS OUTLNED UNDER NOTE 3. tti ~ 2. F SUBGRADE FALS THE PROOF-ROLL, SUBGRADE SHALL BE OVE~EXCAVATED TO UNDSTURBED SOL ~ ~ AND BACKFLLED WTH BASEROCK OVER GEOTEXTLE RENFORCEMENT FABRC (AS SPECFED) TO ::::J.. ALLOW COMPACTON OF UPPER (DESGN) BASEROCK SECTON AND TO MANTAN STRUCTURAL NTEGRTY OF NATVE SUBGRADE SOLS. TYPCAL MN. OVEREXCAJ'ATON REQURED S 12-NCHES. NO RUBBER TRED EQUPMENT ALLOWED ON SUBGRADE FOLLOWNG OVEREXCAVATON. 3. F SUBGRADE PASSES PROOF-ROLL BUT CANNOT BE COMPACTEDj TO 95% OPTMUM DENSTY PER AASHTO T-18 (OR F CONTRACTOR CHOOSES NOT TO TEST), GE TEXTLE SEPARATON FABRC (AS SPECFED) SHALL BE PLACED ON THE SUBGRADE PROR TO PLACEMENT OF THE BASEROCK. 4. RENFORCEMENT FABRC (FOR USE W/OVEREXCAVATON): NON-WOVEN (MRAF 1N, GEOTEX 11, LNQ 25EX OR EQUAL), WOVEN (MRAF 55X, GEOTEX 25ST, LNQ GTF25 OR EQUAL).. SEPARATON FABRC: NON-WOVEN (MRAF 16N, GEOTEX 61, LN Q 15EX OR EQUAL), WOVEN (MRAF 5X, GEOTEX 2ST, LNQ GTF2 OR EQUAL).

11 ' SDEWALK f -- AS REQ'D. \ \ \ \ \_ 25' MN. CURBLNE RADUS (TYP) :.r... :'. ~ ' :,. : : :.:... --~ 5' SDEWALK (TYPCAL), _. PUE % MN. CROSS SLOPE REQURED FROM CENTER OF BULB TO GUTTER. 2. MANTAN CROWN LNE TO CENTER OF CUL-DE-SAC BULB. LAST REVSON DATE: DEC 215 COPYRGHT 199ij v.tstech ENGNEERNG, NC. STANDARD CUL-DE-SAC (RESDENTAL) DAYTON, OR 25

12 ELEVATON AS REQ'D. FOR 2. 5% CROSS SLOP / FACE OF CURB (TYPE A CURB & GUTER TYP) ~ "" \ \ \ FACE OF CURB SEE NOTE 3 25' MN. CURBLNE RADUS (TYP) :... :... : :......; ~ ' SDEWALK... : (TYP). :. ~..,.. :.. #:... : :,... -~--PUE :.. ; % MN. CROSS SLOPE REQURED FROM CENTER OF BULB TO GUTTER. 2. MANTAN CROWN LNE TO CENTER OF CUL-DE-SAC BULB.. 3. OFFSET FROM ROADWAY CENTERLNE TO CENTER OF BULB = CURB RADUS MNUS ONE-HALF STREET WDTH. LAST REVSON DATE: DEC 215 OFFSET CUL-DE-SAC (RESDENTAL) COPYRGHT 199ij WESTECH ENGNEERNG, NC. DAYTON, OR 26

13 RGHT-OF-WAY FACE OF CURB (TYPE A CURB & GUTTER TYP) ~ ~ 25' MN CURBLNE RADUS (TYP) R/W VARES 25' MN CURBLNE RADUS PUE SDEWALK (TYP) 1. TOP A = TOP B = C 2. TOP D = TOP E = F 3. MN. GUTTER SLOPE FROM E TO B =.75% 4. SET H.25' MN. ABOVE TOP G ( 4% MN. CROSS SLOPE FROM H TO G) LAST REVSON DATE: COPYRGHT 1995 WESTECH ENGNEERNG, NC. DEC 215 EYEBROW CUL-DE-SAC (RESDENTAL) DAYTON, OR 27

14 4" MN. THCKNESS COMPACTED GRANULAR BASEROCK ---~ DEPRESSED CURB FOR PEDESTRAN RAMP (NO LP), 2% TYP, 5% MAX ACROSS TOP OF DROP CURB TYPE A CURB & GUTTER ci CURB END (45 TAPER) TYP 15' MAX NTERVALS 3" PLASTC PPE COUPLNG AT BACK OF CURB AND SDEWALK ---MN. 2 PER LOT... <1 : : <t GUTTER LNE PAVEMENT, SDEWALK OR DRVEWAY TAPER. -EXTEND PPE A MN. OF 3" BEHND BACK OF CURB 3" PLASTC PPE (SMOOTH WALL PVC OR ABS) TO BACK OF SDEWALK WEEP HOLE THROUGH CURB 1. CONTRACTON JO SHALL BE PLACED AT 15' MN. NTERVALS AND SHALL EXTEND AT LEAST 5% THROUGH THE CURB OR CURB AND GUTTER. 2. A CONTRACTON JONT SHALL BE PLACED ACROSS SDEWALK OVER WEEP HOLE PPE. 3. ALL CONCRETE SHALL BE DAYS. 4. WHERE SDEWALKS ARE TO BE CONSTRUCTED, EXTEND 3" PPE TO BACK OF SDEWALK LOCATON & NSTALL r-la-st-r-ev-so_n_da-te-: -----C-OP'tR-GH-T t COUPLNG AT ALL WEEPHOLE LOCATONS. JUL y 217 ~SlECH ENGNEERNG, NC. 5. NSTALL MN. 2 WEEP HOLES ON ALL LOTS. ONE TO BE AT LOW PONT OF LOT, 5' FROM P /L. WEEPHOLES N EXSTNG CURBS SHALL BE CORE DRLLED. 6. MONOLTHC CURB &: PUBLC SDEWALK OR DRVEWAY APRON PLACEMENT S NOT PERMTTED (E. CURB CONCRETE &: SDEWALK OR DRVEWAY CONCRETE SHALL BE PLACED SEP ARA TEL Y). TYPE 'A' CURB AND GUTTER AND WEEP HOLE DAYTON, OR 21

15 6" r----- DEPRESSED CURB FOR DRVEWAY (3/4" LP, MAX) --- 1/2" R._, PAVEMENT CD,.- '. DEPRESSED CURB FOR 'il... PEDESTRAN RAMP (NO LP),. ti..'... \i 2% TYP, 5% MAX ACROSS ~--=----; a13-ar--o-R-al3-etJ-RB' \.. ~\}~~t(~~}~~~~:~d~~~:f~t~;~~~~3~{~:::~; ~~.~~,~~~~ " MN. TH CK NE SS, 9" COMPACTED GRANULAR BASEROCK TYPE 'C' (FULL HEGHT) CURB CURB END (45 TAPER) TYP go~-wa~~~n JONT 3" PLASTC PPE COUPLNG AT NTERVALS BACK OF CURB AND SDEWALK,_: >\... -~"""'""-- ~PAVEMENT / <1 : : ;, GUTTER LNE PAVEMENT, SDEWALK OR DRVEWAY TAPER NOTES 3" PLASTC PPE (SMOOTH WALL PVC OR ABS) TO BACK OF SDEWALK WEEP HOLE THROUGH CURB 1. 7" CURB EXPOSURE FOR ARTERAL & COLLECTOR STREETS TYPCAL WHERE TYPE C CURB S ALLOWED. 6" EXPOSURE ALL OTHER PUBLC STREETS, PRVATE STREETS & PARKNG LOTS. 2. A CONTRACTON JONT SHALL BE PLACED ACROSS SDEWALK OVER WEEP HOLE PPE. 3. ALL CONCRETE SHALL BE DAYS. 4. WHERE SDEWALKS ARE TO BE CONSTRUCTED, EXTEND LAST REVSON DATE: COPYRGHT 1996 WESltCH ENGNEERNG, NC. 3" PPE TO BACK OF SDEWALK LOCATON & NSTALL JUL y 217 COUPLNG AT ALL WEEPHOLE LOCATONS. 5. NSTALL MN. 2 WEEP HOLES ON ALL LOTS. ONE TO BE AT LOW PONT OF LOT, 5' FROM P /L. WEEP HOLES N EXSTNG CURBS SHALL BE CORE DRLLED. 6. MONOLTHC CURB & PUBLC SDEWALK OR DRVEWAY APRON PLACEMENT S NOT PERMTTED {E. CURB CONCRETE & SDEWALK OR DRVEWAY CONCRETE SHALL BE PLACED SEPARATELY). t TYPE 'C' CURB AND WEEPHOLE DAYTON, OR 211

16 FULL DEPTH JONT BETWEEN CURB & SDEWALK R/W PUE NON-CSU MALBOXES 1 (PRE-EXSTNG MALBOXES ONLY W/POST OFFCE DRVEWAY SECTON (SEE BELOW) APPROVAL, ON GALV. MN. 4" OF 3/4"-" COMPACTED MULT-BOX POSTS) SNGLE-BOX GRANULAR BASEROCK (TYPCAL S/W AT OBSTRUCTON U~DBLALL-SJD WALKS-A~D-DHJ. 'EWAYSi--- TYP. CROSS SECTON 2' MN. OFFSET SDEWALK EASEMENT OR FROM PROPERTY SDEWALK PUE WHERE REQ'D D/W, CSU OR CORNERS. THCKENED SECTON STD. DRVEWAY SECTON J: :l 14'-24' RESDENTAL TYP.... CONCRETE CBU PAD TO BE MONOLTHC WTH SDEWALK, 6' WDE & 8 11 THCK OR AS REQURED PER USPS REGULATONS. SEE NOTE 8. FOR GUTER SLOPES SlEEPER THAN 2X, USE DETAL 214C FOR CBU. TOOLED CONTRACTON JO AT 5' NTERVALS WEEP HOLES u -BOTH SDES OF D /W 5' TRANSTON -2 PER LOT MNMUM -LOW PO N CURB 1. CONCRETE DEPTH FOR STANDARD SDEWALKS SHALL BE 4" MN. STD. CURB & GUTTER JONT N SDEWALK TO MATCH JONT N CURB 2. MONOLTHC STREET CURB & SDEWALK PLACEMENT S PROHBTED FOR PUBLC SDEWALKS. 3. SDEWALKS THROUGH RESDENTAL DRVEWAYS (NCLUDNG WNGS) SHALL BE 6" MN. THCKNESS. COMMERCAL DRVEWAYS SHALL BE 8" MN. THCK. 4. SDEWALKS 8' & WDER SHALL HAVE A LONGTUDNAL CONTRACTON JONT AT MDPONT. 5. CONCRETE SHALL BE DAYS. LAST REVSON DATE: COPYRGHT PCC APRONS JONTED TO MATCH SDEWALK PATTERN. 7. SDEWALKS SHALL BE LOCATED ENTRELY WTHN PUBLC RGHT-OF-WAY OR SDEWALK EASEME, NCLUDNG AT DRVEWAYS & NTERSECTONS. 8. ADA ACCESS TO CBU MALBOXES SHALL CONFORM WTH SECTON 1111 OF OSSC (OREGON STRUCTURAL SPECALTY CODE), NCLUDNG AN ADA PEDESTRAN CURB RAMP LOCATED WTHN 5 FEET OF THE CBU. PROWAG REQURED 6'x6' TURNG SPACE N FRONT OF CBU SHALL NOT EXCEED 2% N ANY DRECTON. CBU LAYOUT ABOVE ASSUMES STREET & CURB GRADE DOES NOT EXCEED 2"9 MAY 217 WESTECH ENGNEERNG, NC. CURBLNE SDEWALKS AND DRVEWAY APRONS DAYTON, OR 212

17 NOTE: CONTRACTON JONT REQURED AT BOTH SDES OF DRVEWAY AND OVER ROOF DRANS THCKENED SECTON 2' MN. OFFSET FROM PROPERTY CORNER STD. DRVEWAY SECTON 14'-24' RESDENTAL TYP.,,. DRVEWAY WDTH... WEEP HOLES -BOTH SDES OF D /W STD. CURB & GUTER w w B H 5' 1'.27' 6' 2'.23'!3-1/4"l 2-3/4" 7' 3'.19' 2-1/4" NO SCALE 1. SEE DETAL 212 FOR STANDARD APRON & SDEWALK DETALS. USE OF THS DETAL REQURES SPECFC APPROVAL BY PUBLC WORKS PROR TO FORMNG. 2. CONCRETE DEPTH FOR S'TANDARD SDEWALKS SHALL BE 4" MN. 3. SF & DUPLEX RESDENTAL DRVEWAY SECTONS NCLUDNG SDEWALKS THROUGH DRVEWAYS SHALL BE 6" MN. THCKNESS. 4. CONCRETE SHALL BE DAYS. 5. PCC APRONS SHALL BE JONTED TO MATCH SDEWALK LAST REVSON DATE: PATTERN. APR PUBLC SDEWALKS SHALL BE LOCATED ENTRELY WTHN RGHT-OF-WAY OR SDEWALK EASEME, NCLUDNG SDEWALKS THROUGH DRVEWAY APRONS & AT CORNERS. 7. CROSS SLOPE S MEASURED FROM HORZONTAL. 8. RUNNNG SLOPE OF SDEWALK. APPROACH TO LANDNGS SHALL TYPCALLY NOT EXCEED 1V:12H (8.33%), BUT SHALL NOT REQURE THE LENGTH TO EXCEED 15 FEET. MN. 4" OF 3/4"-o" COMPACTED GRANULAR BASEROCK (TYPCAL UNDER ALL SDEWALKS AND DRVEWAYS) RESDENTAL D/W APRON CURBLNE SDEWALK STEEP UPHLL LOTS ONLY DAYTON, OR 212A

18 R/W PUE VARABLE RECOMM. 4' MN. 2% --- AS SPECFED MN. 4" OF 3/4"-o" COMPACTED GRANULAR BASEROCK (TYPCAL UNDER ALL SDEWALKS AND DRVEWAYS) DRVEWAY SECTON WEEP HOLE (TYP) 3' MN. l TRANSTON 71 TOOLED CONTRACTON JO (TYP) AT 5' NTERVALS STD. CURB & GUffiR TYP. PLAN VEW CONTNUE PATTERN THROUGH DRVEWAY APRON PLACE BOND BREAKER BETWEEN CURB AND DRVEWAY (TYP). 1. CONCRETE DEPTH FOR STANDARD SDEWALKS SHALL BE 4" MN. 2. MONOLTHC STREET CURB & DRVEWAY PLACEMENT S PROHBTED FOR PUBLC STREETS. 3. RESDENTAL DRVEWAY SECTONS WTHN R.O. W, NCLUDNG SDEWALKS THROUGH DRVEWAYS SHALL BE 6 11 MN. THCKNESS. COMMERCAL D /W & ALLEY APPROACHES SHALL BE 8 11 MN. THCKNESS. 4. SDEWALKS 1 O' & WDER SHALL HAVE A LONGTUDNAL CONTRACTON JONT 5' MAX. ON CENTER. 5. JONT PCC APRONS TO MATCH SDEWALK PATTERN. 6. CONCRETE SHALL BE DAYS. 7. CBU MALBOXES ON PROPERTY LNE SDEWALKS SHALL MEET PROWAG STANDARDS, NCLUDNG TURNNG SPACE/ LANDNG FRONTNG CBU (6'x6' MN, 1 ~% SLOPE), LANDNG APPROACH WDTHS/SLOPES/LENGTHS, AND CONCRETE THCKNESS AS SHOWN ON DETALS 212 & 214C, AND PEDESTRAN CURB RAMP LOCATED WTHN 5 FEET OF THE CBU. LAST REVSON DA TE: COPYRGHT 1996 WESTECH ENGNEERNG, NC, MAY 217 PROPERTY LNE SDEWALKS AND DRVEWAY APRONS DAYTON, OR 213

19 t 48" t /_"~J n -- ::- ~ N w - z...- w w CJ) CURB PLAN '------TREE WELL COVER PANELS PROVDED BY CTY, NSTALLED BY CONTRACTOR. r (TYP 1/4" GAP ALL SDES). ' " <1 ~,...,...,...-," 1 '---,---,-.--! ~--., ,-,. A '<1.,,.A,,, '..,..,,..,-... 'A. ". ': ' ;, : A ~ d ~ ' - ~~ i,~~~~~---'-._ J --t--1 2" MN 4' MN. THCKNESS. i : COMPACTED GRANULAR BASEROCK L J ROOT BARRER / PER DETAL 3128 SECTON 1. CONTRACTOR TO VERFY NSET PANEL DMENSONS AND THCKNESS PROR TO FORMNG BLOCKOUT AND LP. 2. DRAWNG NOT TO SCALE. 3. SPACNG FROM CURB TO TREE WELL MAY VARY FOR SDEWALKS NARROWER THAN 12 FOOT STANDARD FOR CBO ZONE (SEE DRAWNGS FOR ACTUAL DMENSON). LAST REVSON DATE: NOV " SQUARE TREE WELL COVER PANELS DAYTON, OR COPYRGHT 1996 WESTECH ENGNEERNG, NC. 213A

20 38" (MN.) 3" DA. (MN.) _J ~ NO. 3 CONCRETE AGGREGATE OR CRUSHED ROCK ROOTBALL RASED RBS TOWARD NSDE ROOT BARRER " " BARRER PANEL (oblique view).. 1. TYPE 1 (4 PANELS} PREPARED SOL MX 3" DA. (MN) :: z a...-~, trees AS APPROVED BY CTY, PROVDED & PLANTED BY CONTRACTOR., PREPARED SOL MX i---...:...:.-+~~--,, ROOT BARRER (SET TOP 1" BELOW FNSH GRADE N AREAS OUTSDE OF SDEWALKS) ROOT BALL._, 3/4"- AGGREGATE OR CRUSHED ROCK ~=!-- COMPACTED, PREPARED SOL MX TO BOTTOM OF ROOT BALL 1 ~+---- PREPARED SOL MX BACKFLL TYPE 1-38" (MN) SECTON LAST REVSON DATE: COPYRGHT 1996 WESTECH ENGNEERNG, NC. DEC BARRER PANEL ASSEMBLY & NSTALLATON TO BE COMPLETED N ACCORDANCE WTH MANUFACTURER'S SPECFCATONS & DRAWNG/DETAL NOTES, WHCHEVER S MORE STRNGENT. 2. DO NOT SCALE DRAWNGS. 3. BARRER PANELS TO BE NOS RP SERES OR EQUAL. 24" DEEP, 3" 4 PANEL ROOT BARRER TREE WELLS DAYTON, OR 2138

21 46" (MN.) 38" DA. (MN.) NO. 3 CONCRETE ~~-- AGGREGATE OR CRUSHED ROCK ROOTBALL L>--~=-W--- ~--RASED RBS TOWARD NSDE ~, ROOT BARRER " BARRER PANEL (oblique view) TYPE 2 (5 PANELS) ~--- PREPARED SOL MX 38" DA. (MN) = z C> -...-~ j )\ Q-.,...'--{, TREES AS APPROVED BY CTY, PROVDED & PLANTED BY CONTRACTOR., PREPARED SOL MX ~-'--'-+l"o'-i!f:!~-- ~-- ROOT BARRER (SET TOP 1" BELOW FNSH GRADE N AREAS OUTSDE OF SDEWALKS) ROOT BALL...-+-ii---- 3/4"- AGGREGATE OR CRUSHED ROCK..., COMPACTED, PREPARED SOL MX TO BOTTOM OF ROOT BALL 1 ~l--- PREPARED SOL MX BACKFLL TYPE 1-46" (MN) SECTON 1. BARRER PANEL ASSEMBLY & NSTALLATON TO BE COMPLETED N ACCORDANCE WTH MANUFACTURER'S SPECFCATONS & DRAWNG/DETAL NOTES, WHCHEVER S MORE STRNGENT. 2. DO NOT SCALE DRAWNGS. 3. BARRER PANELS TO BE NOS RP SERES OR EQUAL. LAST REVSON DATE: DEC 215 COPYRGHT 1996 WESTECH ENGNEERNG, NC. 24" DEEP, 38" 5 PANEL ROOT BARRER TREE WELLS DAYTON, OR 213C

22 DOMES SHALL BE REP CONCRETE NSET PANELS (CASllnTACT 3 OR EQUAL) mmm NSTALL TRUNCATED DOME DETECTABLE WARNNG SURFACE NO LP AS SHOWN & SPECFED, FULL WPlH Of 4n$- RAMP JHROAT SPACNG: =1.6" MN. TO 2.4" MAX.65" MN CLEAR BETWEEN DOME BASES ~~~~ ~;.2" -Ep -Ep -Ep- <?-oome PROFLE SECTON A 6 11 CURB EXPOSURE 1 SDEWALK EASEMENT OR SDEWALK PUE WHERE CBU. 1. SEE FGURE A FOR RAMP TEXTURE DETAL. 2. SEE TYPCAL STREET SECTONS FOR SDEWALK WDTH. 3. ALL RAMPS AND TRANSTONS SHALL BE ADA & PROWAG COMPLANT. 4. LANDNGS & TURNNG AREAS SHALL HAVE A MN. WDTH & DEPTH OF 4 FEET. 5. CROSS SLOPES SHOWN ARE MEASURED FROM HORZONTAL. 6. SHADED SDEWALK & RAMP AREAS TO BE CONSTRUCTED W/STREET MPROVEME, AND SHALL BE 6" THCK CONCR LAST REVSON DATE: 7. DROP CURBS FOR HANDCAP RAMPS SHALL BE CONSTRUCTED JU_N_E_2_1_7. WTH NO LP AT THE GUTTER LNE. 8. PROVDE 4-NCH MN RADUS ON ALL RETURNED CURBS. CURB RAMPS BETWEEN 9. DOMES PANELS TO BE MASCO CASTNTACT OR EQUAL. 1. NTERSECTONS PROVDE 4" MN. COMPACTED BASEROCK UNDER ALL S/Ws. 11. RUNNNG SLOPE OF SDEWALK APPROACH TO LANDNGS SHALL TYPCALLY NOT EXCEED 1V: 12H (8.33%), BUT SHALL NOT REQURE THE LENGTH TO EXCEED 15 FEET. DAYTON, OR 214C

23 DOMES SHALL BE REP CONCRETE NSET PANELS (CASllnTACT 3 OR EQUAL) mmm NSTALL TRUNCATED DOME DETECTABLE WARNNG SURFACE AS SHOWN & SPECFED, AJU. WPH Of 4n<t- RAMP THROAT SPACNG: D=1.6" MN. TO 2.4" MAX.65" MN CLEAR BETWEEN DOME BASES NO LP ~~~~ ~;.2" -Ep -Ep 13-- <f-oome PROFLE SECTON FGURE A: TRUNCATED DOME DETAL PVC RRGATON SLEEVE UNDER S/W (1YP OF 4), 8 11 DEEP, 12" FROM EDGE /!VW1DE ,..., ,. LANDSCAPE CURB AS OPTON TO SDE WNG (TYP BOTH USE SMOOTH CURVES FOR -----J ANY TRANSTON TO CURBLNE _ SDEWALK SHOWN ON DRAWNGS (TYP) 1% MAX SLOPE ON WNGS (TYP) R/W LNE or S/W EASEMENT / ; / SEPARATE RAMP FOR PROPERTY LNE SDEWALKS STD. CURB & GUTER STD. CURB & GUTER GENERAL 1. SEE FGURE A FOR RAMP TEXTURE DETAL. 2. SEE TYPCAL STREET SECTONS FOR SDEWALK WDTH. 3. ALL RAMPS AND TRANSTONS SHALL BE ADA & PROWAG COMPLANT. 4. LANDNGS & TURNNG AREAS SHALL HAVE A MN. WDTH & DEPTH OF 4 FEET. 5. CROSS SLOPES SHOWN ARE MEASURED FROM HORZONTAL. 6. SHADED SDEWALK & RAMP AREAS TO BE CONSTRUCTED W/STREET MPROVEME, AND SHALL BE 6" THCK CONCRETE. 7. DROP CURBS FOR HANDCAP RAMPS SHALL BE CONSTRUCTED WTH NO LP AT THE GUTER LNE. 8. PROVDE 4-NCH MN RADUS ON ALL RETURNED CURBS. 9. DOMES PANELS TO BE MASCO CASTNTACT OR EQUAL. 1. PROVDE 4 11 MN. COMPACTED BASEROCK UNDER ALL S/W. 11. RUNNNG SLOPE OF SDEWALK APPROACH TO LANDNGS SHALL 1YPCALLY NOT EXCEED 1V:12H (8.33%), BUT SHALL NOT REQURE THE LENGTH TO EXCEED 15 FEET. DOUBLE RAMPS FOR PROPERTY LNE OR CURBLNE SDEWALKS (SEE SECTON A) LAST REVSON DATE: JUNE 217 NTERSECTON CURB RAMPS PROPERTY LNE SDEWALKS, LOCAL STREETS DAYTON, OR 2148

24 DOMES SHALL BE RED CONCREJE NSET PANELS (CASllnTACT 3 OR EQUAL) ggmm NSTALL TRUNCATED DOME DETECTABLE WARNNG SURFACE AS SHOWN & SPECFED, FULL WDJH Of RAMP JHROAT SPACNG: D=1.6" MN. TO 2.4" MAX.65" MN CLEAR BETWEEN DOME BASES NO LP 4n<t- ~~;~ ~;.2" -Ep ~ -Ep-- Cf-ooME PROFLE FGURE A: TRUNCATED DOME DETAL EXTEND LMTS OF N!Jtt-B-5-DEWAtKt\-S REQURED TO COMPLY WTH LONGTUDNAL SLOPE LMTS SHOWN. 5' WDE TURNNG SPACE REQURED WHERE LANDSCAPE CURB PROVDED. SECTON A 1% MAX SLOPE ON WNGS (TYP) SECTON B 5' MN vor PERv lj PLANS ~ STD. CURB & GUTER GUJER SLOPE 2% MAX AT CURB RAMP (SEE SECTON A) R/W LNE or S/W EASEMENT 6 11 WDE--- LANDSCAPE CURB TO END OF - - TRANSTON BOTH WAYS GENERAL 1. SEE FGURE A FOR RAMP TEXTURE DETAL. 2. SEE TYPCAL STREET SECTONS FOR SDEWALK WDTH. 3. ALL RAMPS AND TRANSTONS SHALL BE ADA & PROWAG COMPLANT. 4. LANDNGS & TURNNG AREAS SHALL HAVE A MN. WDTH & DEPTH OF 4 FEET. 5. CROSS SLOPES SHOWN ARE MEASURED FROM HORZONTAL. 6. SHADED SDEWALK &: RAMP ARE"AS TO BE CONSTRUCTED W/STREET MPROVEME, AND SHALL BE 6" THCK CONCRETE. 7. DROP CURBS FOR HANDCAP RAMPS SHALL BE CONSTRUCTED WTH NO LP AT THE GUTER LNE. 8. PROVDE 6-NCH WDE CONCRETE LANDSCAPE CURB AT BACK OF RAMP ON DOWNHLL SDE OF STREET, OR AS REQURED TO CONTAN LANDSCAPNG (SEE "A" NOTE ABOVE). 9. DOMES PANELS TO BE MASCO CASTNTACT OR EQUAL. 1. PROVDE 4" MN. COMPACTED BASEROCK UNDER ALL S/W WHERE GRADE LMTS SHOWN CANNOT BE SATSFlED (E. APPROACH, LANDNG OR WNGS), CONSTRUCT RAMP SHOWN ON DETAL 2148 & TRANSmON TO CURBUNE SDEWALK. 12. RUNNNG SLOPE OF SDEWALK APPROACH TO LANDNGS SHALL TYPCALLY NOT EXCEED 1V:12H (8.33%), BUT SHALL NOT REQURE THE LENGTH TO EXCEED 15 FEET., ~\~, ~~1' STD. CURB \~ & GUTER GUJER SLOPE AROUND RADUS 2% MAX (SEE SECTON B) LAST REVSON DATE: JUNE 217 NTERSECTON CURB RAMPS CURB LNE SDEWALKS LOCAL STREETS DAYTON, OR 214A

25 ..... ::'. GUTTER PAN YPE C CURB SECTON A-A CURB EXPOSURE (TYP) SDEWALK 1.5% 1.5% TYPE A DROP CURB & GUTTER PCC CONCRETE APRON. SEE NOTES SECTON B-B CONTRACTON JONT 1-- w ::::: 1- (f) A B ;-"~'l[~~;,;;\~:<'t~; i~ri+~~f AN A PRVATE DRVE PRVATE TYPE C CURBS (TYP) :....,... :.... HANDCAP RAMP (TYP) PER DETAL ' MN. CURBLNE RADUS (TYP) LARGER RADUS MAY BE REQURED FOR TRUCK OR BUS TRAFFC (SEE NOTE 4) NSTALL STD. SDEWALK (CURBLNE OR PROPERTY LNE PER PLANS) 1. CONCRETE APRON BE 8" MN. THCK 33 PCC WTH #3 12" O.C. EACH WAY, OR 6 11 X6" 1 GA. WELDED WRE MESH, SET ON 3" DOBES. 2. MN. 4" OF 3/4"-" COMPACTED GRANULAR BASEROCK (TYPCAL UNDER ALL SDEWALKS AND CONCRETE DRVEWAY APPROACHES). 3. PRVATE CATCH BASNS ARE REQURED BEHND DRVEWA y LAST REVSON DATE: APRON F THE DRVEWAY OR THE PARKNG LOT BEYOND JUNE 217 DRVEWAY APRON SLOPES & DRANS TOWARD THE STREET (E. ACROSS THE PEDESTRAN PATH). 4. TURNNG RADUS OF ANTCPATED LARGEST VEHCLE TO BE VERFED DURNG DESGN. 5. MONOLTHC CURB & DRVEWAY APRON PLACEMENT S NOT PERMTTED (E. CURB CONCRETE c!c DRVEWAY APRON CONCRETE SHALL BE PLACED SEPARATELY). COPYRGHT 1996 WESlECH ENGNEERNG, NC. COMMERCAL/NDUSTRAL STYLE DRVEWAY APPROACH DAYTON, OR 216

26 1/2" RADUS & 3/4" LP MN. 3" SAWCUT AND VERTCAL BREAK CONSTRUCT DRVEWAY APRON _ ' p \. <1. o-- EXST. COMBNATON CURB AND GUTTER PLACE ADHESVE ALONG JONT MMEDATELY PROR TO POURNG NEW CONCRETE 1. ONLY ALLOWED ON EXSTNG PAVED STREETS. 2. SAWCUT THROUGH GUTTER PAN SHALL BE MADE AS CLOSE TO CURB FACE AS POSSBLE. 3. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS APPROVED BY THE CTY ENGNEER PROR TO START OF CONSTRUCTON. 4. WHEN TYPE 'c' CURBS ARE REMOVED, A MNMUM OF 2 FEET OF PAVEMENT (MEASURED FROM THE FACE OF CURB) SHALL BE REMOVED AND REPLACED UNLESS OTHERWSE APPROVED BY THE CTY 5. ANY AC SAWCUTS WLL REQURE A BENCH GRND (PER DETALS 32A & 32B) N CONJUNCTON WTH REPAVNG. LAST REVSON DATE: COPYRGHT 1996 WESECH ENGNEERNG, NC. MAY 214 CURB KNOCKOUT FOR NEW DRVEWAYS ON EXSTNG CURBED STREETS DAYTON, OR

27 AFTER BASEROCK NSTALL, GRND 24" BENCH NTO EXTG AC PAVEMENT, THEN SAWCUT TO CLEAN UP EDGE. SEE NOTE 2 BELOW (18" MN. BENCH WDTH AFTER SAWCUT). 18" MN. WDTH PRE-TACKED PAVNG FABRC (MRAF MTK, PETROTAC OR EQUAL) PLACE A.C. N MN. TWO LFTS (CL. 'C' OVER CL. 'B'), OVERALL THCKNESS AS NOTED ON DWGS (3" MN.). COMPACT TO 91 % OPTMUM DENSTY PER RCE STD. METHOD. ORGNAL EDGE OF EXSTNG PAVEMENT BEFORE NTAL SAWCUT. - TT!~- TT@ ~1111 llt -, ' **NTAL SAWCUT LNE (& NEW FULL-DEPTH BASEROCK LMTS), DSTANCE FROM EXSTNG EDGE AC COMPACTED~ AS SHOWN ON DWGS OR DRECTED.SUBGRADE BY PUBLC WORKS (1'-2' TYP). EXSTNG (NEW) SEE NOTE 1. NEW COMPACTED BASE ROCK BASE ROCK **BENCH GRND REQUREMENT SHOWN DOES NOT REPLACE ANY REQUREMENT NOTED ON DRAWNGS FOR SAWCUT BACK FROM EDGE OF EXSTNG AC & NSTALLATON OF NEW BASEROCK. BENCH GRND REQUREMENT APPLES AFTER ALL EXCAVATON & BASEROCK PLACEMENT (PROR TO PAVNG), TO AVOD FULL DEPTH AC JO. 1. NTAL SAWCUT SHOWN ABOVE** TO OCCUR PROR TO EXCAVATON FOR NEW BASEROCK. SAWCUT LMTS (& NEW BASEROCK LMTS) MAY BE NCREASED BY PUBLC WORKS BASED ON ACTUAL FELD CONDTONS (E. NADEQUATE BASEROGK AT TRANSTON PONT, ETC.). 2. AFTER NSTALLATON OF NEW BASEROCK (PROR TO PAVNG), GRND 24" WDE BENCH ALONG EDGE OF EXSTNG AC (2" DEEP TYP), THEN SAWCUT TO CLEAN UP EDGE AS REQURED (FNSHED BENCH GRND TO EXTEND TO A PONT 18" MNMUM FROM FNAL SAWCUT LOCATON)~ 3. TACK COAT CUT EDGES AND NSTALL BASE LFT OF AC LEVEL WTH BENCH GRND. 4. NSTALL PAVNG FABRC AT ALL JO, TACK COAT ALL GRND SURFACES & EDGES, NSTALL TOP LFT OF AC. 5. SAND SEAL ALL JO (REMOVE EXCESS SAND AFTER CURE). 6. ALONG WDENED STREETS, THE CONTRACTOR SHALL -LA-ST-R-EV-SO-N-DA-TE-:,. VERFY 11-iAT 11-iE PROPOSED CURB/GUTTER OCT 216 ELEVATONS MATCH 11-iE EXSTNG EDGE OF PAVEMENT, BASED ON THE DESGN STREET CROSS AC STREET CUT SLOPES SHOWN ON 11-iE ORA WNGS AND 11-iE SPECFED CURB EXPOSURE. ANY DSCREPANCES FOR STREET WDENNG SHALL BE REPORTED TO THE ENGNEER PROR TO OR EXTENSON PLACEMENT OF CURB FORMS OR STRNGLNE. CURBS WHCH ARE PLACED TOO HGH OR TOO LOW SHALL BE oe-rai-l N-o.-----t REMOVED AND REPLACED AS DRECTED BY THE CTY. DAYTON, OR 219

28 to FRE CODE NOTE: ALL FRE LANES, TURNAROUNDS AND ASSOCATED MPROVEME SHALL COMPLY WTH THE MOST CURRENT VERSON OF THE OREGON FRE CODE --(OFC) '-=~--=-=--=--= 7' MN 28' R (TYP) ~--~-=----' ; 1 _J_~ 'NO PARKNG, FRE LANE' SGN (TYP OF 3 FOR AL TERNA TE 2) ALT 2 '--~=Q=i-~---==--_ ---=--= =--= =--=-~-Q-=-~ z ~ z ~ in N N L ~ 28' R (TYP) 6' MN 6' MN PAVEMENT LMTS TYPCAL MNMUM EASEMENT LMTS 2' MN. W/OUT FRE HYDRA 25' MN. OR 5' ~N. WDER THAN Pf\VEMENT WDTH ALT 1 1. 'NO PARKNG/FRE LANE' SGNS REQURED WTHN LMTS OF TURN AROUND AS SHOWN, & AT TYPCAL 5 FOOT MAXMUM NTERVALS ALONG LENGTH OF FRE LANE OR PER OFC REQUREME. 2. THESE ARE TYPCAL MNMUM DESGNS AS REQURED BY THE 214 OFC D13.4 & FGURE D13.1. ALTERNATE DESGNS SHALL MEET THE APPROVAL OF THE LOCAL FRE MARSHALL. 3. PAVEMENT DMENSONS SHOWN REFERS TO TOTAL DRVABLE WDTH BETWEEN CURBS F PRESENT. 4. MN. 26' PAVEMENT WDTH AT FRE HYDRA (OFC 13.1). ~ 'NO PARKNG, FRE LANE' SGN (TYP OF 3 FOR ALTERNATE 1) LAST REVSON DA TE: DEC 216 COPYRGHT '1 STECH ENGNEERNG, NC. FRE CODE/FRE LANE HAMMERHEAD TURNAROUND (PRVATE DRVES ONLY) DAYTON, OR 22

29 28' 12' 12' 5' 4' o 4" LETTERNG, ON ALUMNUM SGN 4"x 6" POST PANTED WHTE NEW STREET AC NEW STREET BASEROCK,- THCKNESS PER DWGS, SEE NOTE STRPNG SHALL BE AL TERNA TNG RED & WHTE STRPES 6" WDE & AT A 45" ANGLE. 2. STRPNG SHALL BE ETHER RETRO-REFLECTVE TAPE OR PANTED WTH A SEALED RETRO-REFLECTVE SURFACE. 3. BARRCADE SHALL BE LOCATED WTHN THE RESERVE. STRP, F PRESENT. 4. FULL DEPTH BASEROCK SHALL EXTEND BEYOND BARRCADE POSTS AS SHOWN. LAST REVSON DA TE: COPYRGHT 1996 SEPT 216 STREET BARRCADE (STUB STREETS} WESlECH ENGNEERNG, NC. DAYTON, OR 225

30 ~-~~ ROUNDED CONCRETE CAP 6" DA. PRME COATED ~m:~e:l PTPE~SCHD_4_o) FLLED WTH CONCRETE ~ PANT PPE AND CAP / WTH SAFETY YELLOW SLOPNG CONCRETE CAP 2" FNSH GRADE 33 PS CONCRETE BASE LAST REVSON DATE: SEPT 26 COPYRGHT 1996 WESTECH ENGNEERNG, NC. 6-NCH BOLLARD (GUARD POST) DAYTON, OR 226

31 ROUNDED CONCRETE CAP 8" DA. PRME COATED - -- STEEt PP!:-(SCHEO-AO)-- FLLED WTH CONCRETE PANT PPE AND CAP ~ WTH SAFETY YELLOW SLOPNG CONCRETE CAP 2" FNSH GRADE 33 PS CONCRETE BASE 1. 8" BOLLARD TYPCALLY ONLY REQURED FOR LARGE COMMERCAL/NDUSTRAL TRUCK TRAFFC. LAST REVSON DATE: DEC NCH BOLLARD (GUARD POST} COPYRGHT 1996 WESTECH ENGNEERNG, NC. DAYTON, OR 227

32 8' TYP. r FBERGLASS POLE GRAY OR BROWN (TYPCAL) POLE SHALL BE PLUMBED VERTCALLY ±1 DEGREE (TYPCAL) P.U.E. (/) ::. <(LL. Cl:'.:~~ Oo:::: U.. WW L{).. Cl:'.: 5' SDEWALK SAND OR SOL CUSHON SURROUNDNG CONDUCTOR SDEWALK 1' MN. (/).... ::::.... LL. o::::~ ~ Oo:::: U.. w w L{).. Cl:'.: CURB SAND OR SOL CUSHON SURROUNDNG CONDUCTOR DRECT BURY MOUNTNG-- CRUSHED ROCK BACKFlLL BASE (SQUARE BOTTOM (9% COMPACTON) FOR ANT-ROTATON) CRUSHED ROCK BACKFLL (9% COMPACTON) TYPCAL LAMP POST CROSS SECTON TYPE ONE 1. CONTRACTOR TO COORDNATE W/LOCAL POWER COMPANY FOR MATERALS AND WORKMANSHP REQUREME. 2. UNLESS OTHERWSE SHOWN ON DRAWNGS OR REQURED BY CTY, PROVDE CTY APPROVED COBRAHEAD LED FXTURE EQUVALENT TO 1 WATT HPS ( 49 WATT LEOTECH COBRAHEAD). NOTE: PER ORS 92.44(7), STREET LGHT MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT TYPCAL LAMP POST CROSS SECTON TYPE TWO LAST REVSON DA TE: MAY 216 TYPCAL STREET LAMP POST DAYTON, OR 23

33 24" MN. TO 36" MAX. ~ DOUBLE ALUMNUM SGN SLOT STREET NAME NAME TO BE APPROVED BY CTY z (/) 2" ALUMNUM POST CAP W/SGN SLOTS ~ :J ~ z ~ OJ CL f- (/) ~ LL (/). z w'-' ~ _J - (!) (/) = <{ CL 5 ~ CD... Cf)... <{ f- <{ :: O:'.'. wo Ow:: m r--.. 3: ~ LOCATON VARES VERFY W/PUBLC WORKS DRECTOR 2" SQUARE GALV. TUBNG WTH 2.5" X 36" ANCHOR TUBE AS REQ'D BY PUBLC WORKS. 1 /2" GALV. B LT, NUT & WASHERS (2" ABOVE C NCRETE) SLOPNG CONCRETE CAP /_ EDGE OF PVMT. 'N ~J< 'Jl " GALV. ANCHOR SLEEVE i: T_. r.j MNMUM 1.. ~. l) ~ PER CTY STANDARDS WTH 1."':. 11.-: '. ~ 3 PS 2 ANCHOR TABS < ( ~ 11 ~i...r CONCRETE BASE. J t t! \ ~.. _J,~'- 1. ALL NEWLY PLATTED STREETS TO BE SGNED N ACCORDANCE WTH CTY STANDARDS. 1 NOTE: PER ORS 92.44(7), SGN POST MUST BE SET 1' MNMUM CLEAR FROM 11. jj < J ANY SURVEY MONUMENT L 2" CLEAR 2. SGN PANELS TO CONFORM TO SECTON 94 OF OSHD SPECFCATONS AS TO MATERALS. 3. ALL SGNS SHALL BE N CONFORMANCE WTH THE STATE OF OREGON UNFORM TRAFFC MANUAL. ".MN, 9 LAST REVSON DA TE: COP\'RGHT 1996 NOV 29 SGN POST FOR ~STECH ENGNEERNG, NC. STREET SGNS, STOP SGNS & TRAFFC CONTROL SGNS DAYTON, OR 231

34 24" MN. TO 36" MAX. STREET ~ DOUBLE ALUMNUM SGN SLOT NAME NAME TO BE APPROVED APPROVED BY CTY ~ :::> ~ z ~ ro ({) ::1 LL CD (3 ~_J (l_ - (l_ - <( ow mix W 1-3: Oz 1 7' (f) < -\- \ \ L \ / 2" ALUMNUM POST CAP W/SGN SLOTS BOLT OTHER SGNS TO POST WTH 3/8" X 3" GALVANZED CARRAGE BOLT, NUT & ) WASHERS. -; " SQUARE GALV. TUBNG (12 GUAGE) WTH 2.5" X 36" ANCHOR TUBE, SEE NOTE 3. LOCATON VARES VERFY W/PUBLC WORKS DRECTOR 3/8" X 3" GALV. CARRAGE BOLT, NUT & WASHERS (2" ABOVE CONCRETE) SLOPNG CONCRETE CAP /_ EDGE OF PVMT. ") <t~-' 11. Q.~1.... ii.~.i ~~.'~ ~~ 2.5" SQUARE GALV. ANCHOR... L _-J, A" SLEEVE (12 GU AGE) PER ODOT.. ~... ~ TM 687 (SEE N TE 3) ' fl :.11"..."4 t..: ~ 3 PS )'.: CONCRETE BASE.. : NOTE: PER ORS 92.44(7), SGN POST.. r. J.. t.. L 'Jj ~'~ '_J MUST BE SET 1' MNMUM CLEAR FROM <1 " ANY SURVEY MONUMENT,' L. L L 2" CLEAR 112" MN 7 r 1. STREETS NTERSECTNG ODOT RGHT-OF-WAY TO BE SGNED PER WTH ODOT STANDARDS. 2. SGN PANEL MATERALS TO CONFORM TO SECTON 94 OF OSHD SPECFCATONS, AND ALL SGNS SHALL CONFORM WTH OREGON MUTCD MANUAL. 3. SGN POSTS & SLEEVES TO HAVE 7 /16" DAMETER HOLES ON 1" HOLE CENTERS. LAST REVSON DATE: FEB 213 SGN POST WTH TELESPAR BASE & ANCHOR (REQURED N ODOT R.O.W) DAYTON, OR 232

35 OFF-STREET PARKNG DMENSONS STALLS WTHN EACH PARKNG LOT MAY BE DSTRBUTED AS FOLLOWS: 6% STANDARD SPACES, 4% MAXMUM COMPACT SPACES. ALL COMPACT SPACES SHALL BE PERMANENTLY LABELED. A- PARKNG ANGLE B- STALL WDTH C- STALL TO CURB DEPTH D- DRVE ASLE WDTH BETWEEN STALL LNES (SEE NOTE 1&2) E- STALL WDTH PARALLEL TO ASLE PARKNG-STALL WDTH BACKNG-POCKET FOR HEAD-N PARKNG WTHOUT DRVE ASLE EXT. F- MODULE WDTH (FRONT OF ST ALL TO FRONT OF STALL) G- MODULE WDTH (FRONT OF STALL TO FRONT OF STALL AT BUMPER MDPONT OFF-STREET PARKNG MATRX MNMUM PARKNG SPACE AND ASLE DMENSONS (FT) COMPACT (8.5' x 16 1 ) ONE WAY TRAFFC FLOW A B c D E F G B o ' " " " WHERE PARKNG LOT DRVE ASLE S A FRE LANE, WDTHS SHALL CONFORM WTH THE OREGON FRE STANDARD (9' x 19') c D E F G LAST REVSON DATE: COPYRGHT 1996 WESlECH ENGNEERNG, NC. CODE MNMUMS OF 2 FEET N ALL CASES (26 FOOT... J_A_N_2_1_7. MNMUM FOR 2 FEET EACH WAY FROM FRE HYDRA), PER OFC & D DRVE ASLE WDTH "D" S REQURED FOR DRVNG / BACKNG / TURNNG MOVEME ON BOTH SNGLE LOADED AND DOUBLE LOADED DRVE ASLES. OFFSTREET PARKNG DMENSONS ONE WAY TRAFFC FLOW DAYTON, OR 235

36 OFF-STREET PARKNG DMENSONS STALLS WTHN EACH PARKNG LOT MAY BE DSTRBUTED AS FOLLOWS: 6% STANDARD SPACES, 4% MAXMUM COMPACT SPACES. ALL COMPACT SPACES SHALL BE PERMANENTLY LABELED. A- PARKNG ANGLE B- STALL WDTH C- STALL TO CURB DEPTH ~ D- DRVE ASLE WDTH BETWEEN STALL LNES (SEE NOTE 1 &2) E- ST ALL WDTH PARALLEL TO ASLE PARKNG-STALL WDTH BACKNG-POCKET FOR HEAD-N PARKNG WTHOUT DRVE ASLE EXT. F- MODULE WDTH (FRONT OF STALL TO FRONT OF STALL) G- MODULE WDTH (FRONT OF STALL TO FRONT OF STALL AT BUMPER MDPONT OFF-STREET PARKNG MATRX MNMUM PARKNG SPACE AND ASLE DMENSONS (FT) TWO WAY TRAFFC FLOW COMPACT (8.5' x 16') A B c D E F G B o " " go WHERE PARKNG LOT DRVE ASLE S A FRE LANE, WDTHS SHALL CONFORM WTH THE OREGON FRE STANDARD (9' x 19') c D E F G LAST REVSON DATE: COPYRGHT 1996 WESlECH ENGNEERNG, NC. CODE MNMUMS OF 2 FEET N ALL CASES (26 FOOT 1----J_AN_2_1_7.. MNMUM FOR 2 FEET EACH WAY FROM FRE HYDRA), PER OFC & D13.1. OFFSTREET PARKNG 2. DRVE ASLE WDTH "D" S REQURED FOR DRVNG / DMENSONS BACKNG / TURNNG MOVEME ON BOTH SNGLE TWO WAY TRAFFC FLOW LOADED AND DOUBLE LOADED DRVE ASLES. DAYTON, OR 236

37 PARKNG WTH D.M.V. DSABLED PERMT ONLY VOLATORS SUBJECT TO.._, TOWNG UNDER ORS AND FNE UNDER ORS VAN-ACCESSBLE NOTE: SGN WORDNG TO CONFORM TO CURRENT STATE STDS. 6' MNMUM WDTH FOR CURBLNE WALKS, 4' MNMUM WDTH OTHERWSE. WHEELCHAR USER ONLY -L ,,,L----~ SGNS AS REQ'D PER STATE STDS. >- 1- _J m (/) (/) w en u r- u <( ::: LL CURB RAMP W/ TRUNCATED DOME PANELS, SEE DETAL 214 ACCESS ASLE 43 TYP. ~11-tt---4" PANTED STRPES '-o" - - s'-o" - 6'-" 1. ONE ACCESSBLE PARKNG SPACE MUST BE DESGNATED "VAN-ACCESSBLE", THE OTHER SPACE CAN BE ETHER "VAN-ACCESSBLE" OR STANDARD PARKNG SPACE. 2. VAN-ACCESSBLE OR WHEELCHAR ONLY SPACES SHALL HAVE AN ADDTONAL SGN MOUNTED BELOW THE STANDARD PARKNG SPACE PARKNG SGN. 3. VAN-ACCESSBLE SPACE CAN BE USED BY. ANY VEHCLE WTH A OMV DSABLED PERMT. 4. MAXMUM 2% CROSS SLOPE ALLOWED N PARKNG SPACE OR ACCESS ASLE. 5. POST MOUNTED SGNS SHALL HAVE 7' (±3") CLEARANCE FROM SGN BOTTOM TO GROUND. ~ - 9'-o" ~ - - VAN-ACCESSBLE - STANDARD SPACE DOUBLE ACCESSBLE PARKNG SPACE LAST REVSON DATE: NOV 213 DOUBLE ACCESSBLE PARKNG SPACE DAYTON, OR 237

38 BULDNG BULDNG ~DETECTABLE MARKNG TRUNCATED DOME-~ (TYP) PANELS, SEE DETAL 21 ~.. VEHCULAR AREA... CURB RAMP W/ TRUNCATED DOME E_~NEJ S'---~~J QE_T_8_1Ll11 _ ACCESS ASLE TRUNCATED DOME PANELS, SEE DETAL 214 ly-o 2' SGN LOCATON (TYP) 6' MN WDTH WTH WHEEL STOPS 2' FROM CURB 8' MNMUM OTHERWSE ACCESSBLE CD PARKNG PLAN 1. SEE DETAL 237 FOR ACCESSBLE PARKNG 1 PARKNG SPACE LAYOUT. 8' MN ACCESSBLE PARKNG PLAN LAST REVSON DATE: NOV 213 ACCESSBLE ROUTES AND CROSSNGS N VEHCULAR AREAS DAYTON, OR 238 2

39 6' PRECAST WHEEL STOP, RENFORCED CONCRETE (5" MN TOP WDTH, 8" MN BOTTOM WDTH) \_STEEL PN (TYP), #4 Of') REBAR, 18" LONG. DRVE FLUSH WTH TOP OF WHEEL STOP (2 MN EACH WHEEL STOP). SECTON 1. SEE- DRAWNGS FOR LOCATON & NUMBER OF WHEEL STOPS, NCLUDNG DMENSON FROM CURB, EDGE OF PAVEMENT OR BULDNG AS APPLCABLE. 2. UNLESS OTHERWSE SPECFED OR SHOWN ON STE PLAN, SET WHEEL STOPS 2 FEET FROM FACE OF CURB OR EDGE OF PAVEMENt MEASURED FROM.THE FACE OF THE WHEEL STOP (VEHCLE SDE) TO FACE OF CURB (OR EDGE OF PAVEMENT). SET BACK FROM PROPERTY LNES PER CTY STANDARDS (3' MN). MN SETBACK FROM BULDNGS AS SHOWN ON DWGS. 3. FOR USE ON HEAD-N PARKNG WTHOUT FULL HEGHT CURBS, OR WHERE A SDEWALK ALONG HEAD-N PARKNG S LESS THAN 6 FEET WDE. LAST REVSON DA TE: JAN 213 JO # PRECAST WHEELSTOP DETAL DAYTON, OR 239

40 -- ---~- EACH GATE MUST BE MN. 6'-" WDE & OPEN FULLY FOR 12' CLEAR WDTH. GAT~ '\ A SNGLE 3 OR 4 YARD (TYP) \ CONTANER NSTEAD OF TWO SMALLER \ / CONTANERS \; 12'-o" MN. NSDE,--- --, w Cl en ~ :i ~,..- 2 YARD CARD- BOARD CONTANER b 'N 2 YARD TRASH CONTANER RECYCLE BARRELS (TYP) ~ s... TYARD ~ CARD- BOARD CONTANER G-- ' -----FQOD CANS GREENO GLASS NEWSO PAPER MA GAO ZNES '-o" GATE OR DOOR REQ'D. AT REAR OF ENCLOSURE (TYP). TRASH ENCLOSURE** ENCLOSURES SHALL BE LOCATED OUTSDE OF THE PUBLC R/W (UNLESS OTHERWSE APPROVED N WRTNG BY THE CTY). RECYCLE ENCLOSURE** **ENCLOSURES SHOWN ARE TYPCAL EXAMPLES UNLESS ALTERNATE CONFGURATON S APPROVED BY TRASH/RECYCLNG FRANCHSEE AND CTY PLANNER. 1. GATES: (a) ALL GATES MUST ATTACH A l"he END OF- OF -THE WALLS TO PROVDE A MNMUM OF 12' CLEAR WORKNG SPACE WHEN OPEN. (b) TO SERVCE THE ENCLOSURE, THE GATES MUST BE ABLE TO BE PNNED N MUST BE ABLE TO BE PNNED N THE FULL OPEN POSTON. (c) GATES MUST OPEN FROM OUTSDE THE ENCLOSURE. 2. FOR 5 OR 6 YARD CONTANERS THE ENCLOSURE DEPTH MUST BE 15'. 3. WHERE REQ'D. (.E. RESTAURA), GREASE BARRELS MUST BE SEPARATE FROM TRASH AND RECYCLNG ENCLOSURES. 4. ROOFS OR OVERHANGS SHALL HAVE 15' OF OVERHEAD CLEARANCE. 5. F RECYCLNG S NOT NCLUDED, AREA (A) CAN PROVDE SERVCE FOR TRASH AND CARDBOARD FOR CONTANER SZES OF 1 TO 2 YARDS. F A 3 YARD OR LARGER TRASH CONTANER S NEEDED, AN ADDTONAL 12' X 12' SPACE WLL BE NECESSARY FOR CARDBOARD CONTANER SERVCE. LAST REVSON DA TE: 6. CONCRETE PADS REQURED FOR ALL ENCLOSURES. MAY 214 WALLS, GATE & DOOR MATERALS & HEGHT PER CTY..... STANDARDS BASED ON SCREENNG REQUREME. 7. A 1 YD. CONTANER WLL HOLD APPROXMATELY THE TYPCAL SAME AS 6 TRASH CANS (32 GAL SZE). USE 6 TRASH AND RECYCLNG TMES THE CONTANER SZE N YARDS TO ESTMATE ENCLOSURE A CONTANER CAPACTY. FOR EXAMPLE, A 3 YD. CONTANER WLL HOLD APPROX THE SAME AMOUNT AS 18 TRASH CANS (32 GAL SZE). / DAYTON, OR 24

41 TRENCH COMPACTON: CLASS 1 GRANULAR BACKFLL - 92% OPTMUM PER AASHTO T-18 (MODFED PROCTOR) CLASS 3 NATVE BACKFLL - 85% OPTMUM PER AASHTO T-18 :: w (/) (/) (/) <Cw (Dz z ~ SURFACE RESTORATON CLASS - (SEE DTLS FOR REQ'MTS) =~ ~ ~ 95% COMPACTON REQ'D FOR TOP LFT N STREET ~ ~ ~ ex:> o:: 1- (STREET BASEROCK THCKNESS) PER AASHTO T , ,-- CLASS 1 BACKFLL CLASS 3 BACKFLL: UNDERGROUND ",, CLEAN NATVE WARNNG TAPE (COLOR 3/4 - GRANULAR BACKFLL ABOVE & WORDS AS REQ'D BACKFLL PPE ZONE FOR WATER, SEWER, (92% COMPACTON) : (85% COMPACTON) STORM, ETC.) -----~ {~-TRE:NcH-COMP-ACTON ~ O_j W_J W - L ~... <(o w... <( ::: z ~() w > N ::: w <( :: _J::... O:J N... ~ z r- ;i.. <( "'-.,::: - n (.') l STABLE SUBGRADE, OR TRENCH FOUNDATON - / W...J - _J o- <(~... ~<( () ~ ~~No~~L~-~-~~~~~~ ~ " MN. ABOVE OUTSDE OF PPE BELL (TYPCAL ALL PPE TYPES) m m m == == 11 m 11 m~m~m~m~m~m~m~~m~~tt' ==11== == ill ill ill ll == - -l STABLZATON AS REQURED /. 24" MN. (SEE TABLE) CLASS 1 REQ'D. UNDER ALL EXST. OR FUTURE MPROVED AREAS NCLUDNG SDEWALKS. 2. WHERE NEW PPNG S N SAME ALGNMENT AS EXSTNG PPNG, THE PPE EMBEDMENT SHALL EXTEND TO A MN. OF 6" BELOW THE NEW PPNG OR 6" BELOW EXSTNG PPNG, TRACER WRE ALONG ALL NON-METALLC PPE & LATERALS {TAPE TO TOP OF PPE AT 1 O' MAXMUM NTERVALS) 6" MN BEDDNG BELOW PPE (TYPCAL ALL PPE TYPES) "A" "B" NOM. PP MN/MAX DAMETER CLEARANCE ~1 o 1 o" /18" " 12"/18" 18"-21" /24" 24" " /3" >3" 24"/36" (SEE NOTE 4) WHCHEVER S DEEPER. 3. FOR FLEXBLE PPE, BOTTOM OF TRENCH SHORNG SHALL BE LAST REVSON DATE: ABOVE PPE SPRNGLNE PROR TO COMPACTNG BACKFLL JAN 216 BELOW THE PPE SPRNGLNE AND UNDER THE PPE HAUNCHES. 4. MNMUM CLEARANCES SHOWN (''B") ASSUMES STANDARD 6" WALL TRENCH BOXES SET ON TRENCH BOTTOM, AND REPRESE WDTH REQURED TO CON SOLD A TE GRANULAR MATERAL UNDER PPE HAUNCHES (TO AVOD LOSS OF SDE SUPPORT WHEN TRENCH BOX S MOVED OR PULLED TRENCH BACKFLL, BEDDNG, AND PPE ZONE FORWARD). TRENCH WDTH REDUCTON REQURES PROR APPROVAL BASED ON ACTUAL TRENCH SHORNG PROPOSED. DAYTON, OR 31

42 PLACE 4" MN. THCKNESS, CL.'C' A.C. N TWO EQUAL LFTS, OR THCKNESS OF REMOVED PAVEMENT, WHCHEVER S GREATER, TO 91 % OPT. DENSTY PER RCE STD. METHOD."'-. MN.TRENCH PATCH WDTH ""' ROLLER WDTH PLUS 2" EXSTNG PAVEMENT ~ MN f TACK COAT CUT EDGES\ MN. SEAL SURF ACE OVER JONT WTH TACK MATERAL AND SAND (AC PATCH ONLY) UNDSTU:B::~ rm ~1111 ~1Tll UNDSTURBED / BASE (EXST.)... BASE (EXST.) < 3/4"- COMPACTED -- GRANULAR TRENCH BACKFLL (OR CONTROLLED LOW STRENGTH MATERAL [ CLSM] WHERE NOTED ON DRAWNGS). EMBEDMENT & PPE ZONE -- SEE DETAL 31 4 EXSTNG BASE ROCK TRENCH & ROAD BASE COMPACTON STANDARDS PER DETAL 31 TRENCH WDTH 1. ALL EXSTNG AC OR PCC PAVEMENT SHALL BE SAWCUT PROR TO REPAVNG. 2. PCC CONCRETE PAVEMENT SHALL BE REPLACED WTH 33 PS PCC TO A MNMUM THCKNESS OF 6" OR TO THE THCKNESS OF REMOVED CONCRETE, WHCHEVER S GREATER. 3. FOR PAVED DRVEWAYS (EXCEPT COMMERCAL OR NDUSTRAL) WTH LESS THAN 4" EXSTNG AC, PAVEMENT THCKNESS MAY BE REDUCED TO 3" AC N 2 LFTS, AND OVERCUT MAY BE REDUCED TO 3" EACH SDE. CLASS,B, AC PAVEMENT RESTORATON LAST REVSON DATE: DEC 215 MNOR OR PRVATE STREET AND AC DRVEWAY CUT SURFACE RESTORATON DAYTON, OR 32

43 18" MN. WDTH PRE-TACKED PAVNG FABRC (MRAF MTK, PETROTAC OR EQUAL), SDE & END JO. -~ SEAL SURFACE OVER JONT WTH TACK MATERAL AND SAND. 6" = TT~ = UNDSTURBED~ BASE (EXST.) 3/4"- GRANULAR BACKFLL (OR 'CONTROLLED LOW STRENGTH MATERAL [CLSM] WHERE NOTED ON DRAWNGS) FROM 12" OVER PPE TO BOTTOM OF AC (BACKFLL TYPE AS NDCATED ON DWGS). FOR CSLM, STEEL PLATE FOR 24 HOURS PROR TO PLACNG COLD MX OR AC SURFACE RESTORATON : <! o... 4' '<J ~ Li.. <J o TRENCH & ROAD BASE COMPACTON STANDARDS PER DETAL 31 SURFACE MAN! UNTL FNAL AC. TRENCHES N PAVED AREAS SHALL BE STEEL PLATED OR COLD PATCHED (AND MANTANED) AT THE END OF EACH WORKDAY. FNAL HOT PATCH REPAVNG TO OCCUR EMBEDMENT & W/N 14 DAYS OF EXCAVATON PPE ZONE -- UNLESS OTHERWSE APPROVED PER SEE DETAL 31 -> _....._....._... PWDS G.11.b. REMOVE ALL COLD PATCH PROR TO FNAL PAVNG. TRENCH WDTH CLASS 'A' AC PAVEMENT RESTORATON 1. FOLLOWNG BACKFLL COMPACTON OR CLSM NSTALLATON, GRND 24" WDE BENCH N EXSTNG AC ON BOTH SDES & TRENCH ENDS, 2" DEEP OR HALF THE DEPTH OF EXSTNG AC (3" MAX). 2. AFTER GRNDNG, SAWCUT ALONG TRENCH SDES, 6" BACK FROM TRENCH EDGE. 3. BASE LFT(S). TACK COAT EDGES, NSTALL/COMPACT BASE LFTS (3" MAX LFT) TO LEVEL OF BENCH GRND. 4. FNSH LFT. NSTALL JONT SEAL FABRC, TACK COAT GRND SURFACES & EDGES, & NSTALL TOP LFT OF AC. SAND SEAL ALL JO (REMOVE EXCESS. SAND AFTER CURE). LAST REVSON DATE: DEC 215 AC STREET CUT SURFACE RESTORATON W/BENCH GRND DAYTON, OR 32A

44 NSTALL TWO 2" LFTS OF CL. 'C' OR CL. 'B' HMAC, OR MATCH EXSTNG PAVEMENT THCKNESS, WHCHEVER S GREATER. (3" MAX LFT THCKNESS). TACK COAT PROR TO PA~NG & SAND SEAL JO AFTER PAVNG. PLACE (2) 2" LFTS, CLASS 'C' HMAC PATCH WDTH GRND THS AREA 4" DEEP TO 1 O' MN FROM TRENCH EDGE UNLESS OTHERWSE APPROVED BY OD,OT UNDSTURBED BASE (EXST.) GRANULAR BACKFLL -- TO BE 3/4"- CRUSHED ROCK (UNLESS OTHERWSE SHOWN ON PROFLE). STEEL PLATE CLSM (F USED) FOR 1 DAY MNMUM PROR TO -- PLACNG COLD MX OR AC SURFACE RESTORATON ~1111 ~11T GRANULAR FLL TO BE COMPACTED N LFTS TO HGHER OF 95% OPTMUM DENSTY PER AASHTO T99 OR 92% PER AASH TO T18 AS SPECFED. UNDSTURBED BASE (EXST.) EXSTNG BASE ROCK SURFACE MAN! UNTL FNAL AC. TRENCHES N PAVED AREAS SHALL BE STEEL PLATED OR COLD PATCHED BEDDNG & (AND MANTANED) AT THE END OF PPE ZONE EACH WORKDAY. FNAL HOT PATCH SEE DETAL 31 REPAVNG TO OCCUR W/N 14 DAYS SEE ALSO ODO! PERMT OF EXCAVATON UNLESS OTHERWSE CONDTONS FOR TRENCHES APPROVED PER PWDS G.11.b. N ODO! RGHTS-OF-WAY. l TRENCH WDTH l REMOVE ALL COLD PATCH PROR TO 11 / FNAL PAVNG. 1. COMPACT ALL A.C. LFTS TO 91% OPTMUM DENSTY PER RCE STANDARD METHOD. 2. ASPHALT EMULSON TACK COAT SHALL BE USED TO SEAL THE HMAC TO THE EDGES OF THE EXSTNG AC PAVEMENT. ALL AC PAVEMENT CUTS SHALL BE VERTCAL, CLEAN & ASPHALT SAND SEALED ALONG ALL EDGES AFTER NSTALLATON. 3. ALL PAVEMENT CUT AREAS SHALL BE COLD PATCHED OR PLATED AT THE END OF EACH WORK SHFT, & THE PLATES OR PATCH MANTANED UNTL FULL PAVEMENT RESTORATON S MADE W/HMAC. COLD PATCH (F USED) SHALL BE REPLACED WTH HOT MX HMAC WTHN FVE CALENDAR DAYS OR AS DRECTED BY THE DSTRCT MANAGER OR REPRESENTATVE N WRTNG. 4. HMAC SHALL BE A COMMERCALLY PRODUCED PLANT MXTURE CONFORMNG TO ODOT STANDARDS ("B" OR "C" DESGNATON REFERS TO AGGREGATE SZE ONLY) " MNMUM COVER S REQURED FOR ALL GAS, ELECTRC, TELEPHONE, FBER OPTC AND OTHER POTENTALLY DANGEROUS/HGH MPACT UTLTY FACLTES, ALL OTHER FACLTES REQURE 36" MNMUM COVER DEPTH. LAST REVSON DATE: APR 214 ODOT TRENCH CROSSNG, TRENCH BACKFLL & SURFACE RESTORATON DAYTON, OR 32

45 **, " MN. LEVELNG COURSE 3/4"-" GRANULAR BASEROCK COMPACTED GRANULAR BACKFLL BEDDNG &-- PPE ZONE SEE DETAL 31 k TRENCH ~ 11 /] WDTH CLASS 'c' GRAVEL SHOULDER RESTORATON 6" MN. BASE COURSE, 3/4"-o" GRANULAR BASEROCK. USE Hf'-" (TO ROAD BASE THCKNESS) F SPECFED FOR NEW STREET CONSTRUCTON. -**WHEREANYPORTTON OF TRENCH EXCAVATON FALLS WTHN SHOULDER LMTS, RESTORE SHOULDER FOR MN. WDTH OF 36" OR AS DRECTED BY CTY " MN THCKNESS LEVELNG COURSE 3/4"-o" GRANULAR BASEROCK COMPACTED GRANULAR BACKFLL BEDDNG & PPE ZONE SEE DETAL 31 k TRENCH ~ 7 /] WDTH CLASS 'D' GRAVEL STREET RESTORATON 1. SHOULDER ROCK TO BE COMPACTED TO ROAD BASEROCK STANDARDS. 3/4"-" GRANULAR BASEROCK (EXSTNG ROADS). USE 1'W'-" (TO ROAD BASE THCKNESS) F SPECFED FOR NEW ROAD CONSTRUCTON. LAST REVSON DATE: DEC 215 TRENCH & ROAD BASE COMPACTON STANDARDS PER DETAL 31 GRAVEL SURFACE RESTORATON DAYTON, OR 33

46 MAX. 4" TEMP. MOUNDNG OVER TRENCH AT PROPERTY OWNERS OPTON. TO BE GRADED FLUSH WHEN TRENCH BACKFLL STABLZES. ~rz'~7nl\1e-top--sd1 L F TOP SOL EXSTED PROR TO EXCAVATON COMPACTED GRANULAR OR NATVE BACKFLL AS DRECTED SEE DETAL 31 EMBEDMENT & PPE ZONE SEE DETAL 31 CLASS 'E' UNMPROVED & OPEN AREAS TRENCH & ROAD BASE COMPACTON STANDARDS PER DETAL ANY TRENCH SETTLEMENT DURNG WARRANTY PEROD SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE, NCLUDNG SURFACE RESTORATON. LAST REVSON DATE: DEC 215 NATVE SURFACE RESTORATON DAYTON, OR 34

47 SEE DETAL 312 FOR FRAME & GRATE. TOP OF CURB NORMAL SLOPE OF PAVEMENT BACK OF GRATE._ :.-.::...-:-.-...<:~-:...,.. t.- : -~..-: ;."="". ~-.p~-::-t""onr---:r-r~marn-l 9cfG~R ii;:. LEVEL~ A ~.,; : ~ :.. :... ' : : ii. ~.... ~ ,.,_...,...--_.4-i...:::...-.~ ~.. ~:.:.:". : ~ :: : ~ ~.,,.... : ~ :. ' q > :; Q12''.: MN...-,,..,.,,,. :. ~.A ~ "'.. :<=-~:: :;~~. ~.. :: ' ::"... ; ::< ~ "< A 3" SUBGRADE DRAN HOLE (TYP OF 2) SECTON A-A :... ~-.:~. ~ L ' ~.' :.'.:~..).:/.: :~.~)~: i... ~ ) ::.(:<./.~::: CD SECTON B-B FACE OF CURB 1. SEE CONSTRUCTON DRAWNGS FOR PPE SZE, LOCATON AND NVERT RECESSED CURB ELEVATON. NLET SEE DETAL 2. ALL CONCRETE TO BE 33 ABOVE 28 DAYS. 3. MATCH EXSTNG CURB UNLESS A OTHERWSE NOTED. 4. CURB-NLET NOTCH TO BE ELMNATED AT DROP CURB LOCATONS WHERE APPROVED BY THE CTY ENGNEER. PLAN ANGLE FRAME ON ALL 4 SDES OF GRATE PER DETAL 312 LAST REVSON DATE: COPYRGHT 1996 WESlECH ENGNEERNG, NC. JUNE 214 STANDARD SDE-NLET GRATED CATCH BASN DAYTON, OR 31

48 # ~ SEE DETAL 312 FOR FRAME & GRATE TOP OF CURB NORMAL SLOPE OF PAVEMENT '... :.. : p " 1.: et:: --~-SO BGR AD-E-~ ~,;"'-----=~_,, ELEVATO~' ' ~ ~ ::...,,... : , ;,..a ' - ~ ) : ;. ~ :.. '4." ~ <!'i..:~~.: :."_;,.. ~. ::.: ~. : ~ :: <. :. :._ : " ' ~ Q12'' MN.. : 4.i..... A SECTON A-A en~-- SECTON B-B FACE OF CURB 1. SEE CONSTRUCTON DRAWNGS FOR PPE SZE, LOCATON AND NVERT RECESSED CURB ELEVATON. NLET SEE DETAL 2. ALL CONCRETE TO BE 33 ABOVE 28 DAYS. 3. MATCH EXSTNG CURB UNLESS A OTHERWSE NOTED. 4. CURB-NLET NOTCH TO BE ELMNATED AT DROP CURB LOCATONS WHERE APPROVED BY THE CTY ENGNEER. LAST REVSON DA TE: COPYRGHT 1996 WESTECH ENGNEERNG, NC. JUNE 214 3" SUBGRADE DRAN HOLE (TYP OF 2) CD PLAN ANGLE FRAME ON ALL 4 SDES OF GRATE PER DETAL 312 OVERSZE SDE-NLET GRATED CATCH BASN DAYTON, OR 311

49 A L V (SEE TABLE) t-v Y_(~S_E_E _T_A_B_LE-'-)---{ i 3" x 2-1 /2" x 3/8" ANGLE 3" x 2" x 3/8"... ANGLE A _J NOTE: 3/8" ROUND OR RECTANGULAR CROSS BARS SH ALL BE Fl LLET WELDED, RESST ANCE WELDED OR ELECTROFORGED TO BEARNG BARS. ~~.----r~~p~~~~ ~~-~.~~~~~ 3/16" TYP 1/4" m PLAN ~,,,,,,~=s ~5/8" x 3". BOLT J~ SECTON A-A TYP 3/16" 3/8" X 2" FLAT BAR EA. END SECTON B-B 3/8" x 2" FLAT BARS AT 1-7 /8". c (f) et: w 1- z w u B 'N (f) et: <{ m NOTE: 1. USE VERTCAL BEADS N CORNERS, FLLET WELD JONT ON BOTTOM OF FRAME. GRATE MUST REST FLAT ON FRAME SURF ACE. 2. ALL STEEL SHALL BE ASTM A ANGLE FRAME REQURED ON ALL FOUR SDES OF GRATE OPENNG AS SHOWN. m PLAN FRAME NLET v y TYPE w STANDARD 1' 1-3/4" 1' 9-3/8" 1'- g" OVERSZE 2' 4-3/4" 2' 3-3/8" 1' 1-1 /2" GRATE NO. OF BARS 12 8 REMARKS 1-GRATE 2-GRATES LAST REVSON DA TE: COPYRGHT 1996 WESlECH ENGNEERNG, NC. JUNE 214 CATCH BASN GRATE DETALS DAYTON, OR 312

50 WllE: CONTRACTOR TO VERFY CB DATA & FNSH GRADE ELEV'S PROR TO NSTALLATON TO ENSURE THAT TOP OF CB DOES NOT EXTEND ABOVE SURROUNDNG GRADE UNLESS OTHERWSE SPECFCALLY NOTED ON THE DRAWNGS OR APPROVED BY THE CTY. t 1" MN. v A 1 18" MAX. 1 SEE NOTE 1 A J --TYPCAL FNSH GRADE ~7-1/2"._ RM ELEV. --PER PLANS ~.q- ;_... DTCH.....:. BOTOM.. ~~.. w (J...J :... <.:.. a::.. <.. > DTCH FLOW :... ~ ~f =....:.!.-.!... ~. :. : 12" MN. ~. '!... SUMP :.. -..c1 :. ~... ~ ;; :;~-.~;. / '".'. :.< <::>.;_- ;., PLAN -t 1.. :::~ -1 :1.. t 2 EACH END 2' 4-3/4" 1/2" X 2-1/2" SQ. EDGE FLAT BARS ~ [) 2' 3-3/8" ~ '--- ~1 ~ n = ~ t!:!::;;j;::======:::;l;::::y41 ~,,.. L-112 ~ 2-1/2" SECTON A -A 2' 3"... (B) SQ. EDGE FLAT BARS c::;::;:::::::;:;:=;;:::::;:;:::::;;::::::;:;:::::::;:;::::;;:::i 5/B" X 2-1/2" X 2' 6-3/4" ALL SDES ALL BARS 3" x 2-1/2" x 3/8" 5/8" x 2-1/2" ANGLE SQ. EDGE FLAT BAR FRAME & GRATE 1. SEE CONSTRUCTON DRAWNGS FOR PPE SZE, LOCATON AND NVERT ELEVATON. 2. FRAME & GRATE SHALL BE ASTM A-36 STEEL, HOT-DPPED GALV. AFTER CONSTRUCTON. 3. ALL CONCRETE TO BE 3 PS MN AT 28 DAYS. 4. PROR TO CB NSTALLATON, CONTRACTOR SHALL VERFY RM ELEVATONS LSTED AGANST DTCH & FNSH GRADE ELEVATONS, & NOTFY CTY OF ANY DSCREPANCES. LAST REVSON DATE: COPYRGHT 1996 WESTECH ENGNEERNG, NC. JUNE 214 TYPE 3 DTCH NLET CATCH BASN DAYTON, OR 313

51 t:iq]e: CONTRACTOR TO VERFY FNSH GRADE ELEV'S PROR TO NSTALLATON TO ENSURE THAT TOP OF OUTLET STRUCTURE DOES NOT EXTEND ABOVE SURROUNDNG GRADE UNLESS OTHERWSE NOTED ON DWGS OR APPROVED BY CTY. PROVDE OUTLET PPE & OUTLET CHANNEL (LENGTH & CONFGURATON PER NOTE 4) AS NOTED UNLESS OTHERWSE SHOWN ON APPROVED DWGS OR REQURED BY CTY. A SEE NOTE 1.; ~ : T---iE'li'\\il~ " ~.-.:. NSTALL SNGLE 1 /2" ST. STEEL EXPANSON ANCHOR BOLT & 2" PLATE WASHER UNLESS PLAN 2' o" JC----.L '-----r GEOTEXTLE 3' O" OTHERWSE APPROVED OR REQURED BY CTY SECTON A -A 5/8" X 3" BOLT 2 EACH END 2' 4-3/4" 1 /2" X 2-1 /2" SQ. EDGE FLAT BARS.,.,r---.. ~ 2' 3-3/8" _1_~,,,,1 ~ ~ l!:!::;;l;:::======::;l;:::::!:!~ L-1/2" : ~+---~1~---1-n- 2-1/2" 3" x 2-1/2" x 3/8" ~ ~/2" 5/8" x 2-1/2" LO ' 3" ANGLE FRAME & GRATE SQ. EDGE FLAT BAR FABRC 3" ABS PPE TYP, EXTEND TO DAYLGHT,.5% MN SLOPE - (8) SQ. EDGE FLAT BARS c:;:;::==:::;:;:=:;:;::=:;:;:=:;::;;::::::;:;:~ 5/8" x 2-1/2" x 2' 6-3/4" ALL SDES ALL BARS 1. SEE CONSTRUCTON DRAWNGS FOR PPE SZE, LOCATON t AND NVERT ELEVATON. LAST REVSON DATE: COPYRGHT 1996 WESTECH ENGNEERNG, NC. 2. FRAME & GRATE SHALL BE ASTM A-36 STEEL, HOT-DP JUNE 214 GALV AFTER CONSTRUCTON. 3. ALL CONCRETE TO BE 33 PS MN AT 28 DAYS. 4. PROVDE RPRAP OUTLET CHANNEL (TYP 18" MN THCK) W/2H: 1 V SDE SLOPES, 12" MN CHANNEL DEPTH & LENGTH AS NOTED ON DRAWNGS (1 O' MN). PROVDE GEOTEXTLE UNDER RPRAP TO TOP OF BANK (NO LAPS). USE 5" -12" GRADED ANGULAR RPRAP (TYP), FLL VODS BETWEEN STONE WTH 3/4"- BASEROCK. i STORM OUTLET ENERGY DSSPATOR BASN t--~~~~~--"'-'-~~~~~---1 DAYTON, OR 313A

52 FOR USE ONLY WHERE SPECFCALLY APPROVED BY PUBLC WORKS DRECTOR AND CTY ENGNEER. /STUD ANCHORS / 3 MN. 1/2" DA GALVANZED DEBRS RODS, GROUT NTO BASE TOP OF CURB NORMAL SLOPE OF GUTTER PAN 1/4" x 3-1/2" x 1" GALVANZED STEEL CHANNEL W/ANCHORS 1.5% :."4' BOTTOM GF~NLET" 1...:..1/2" BELOW _ ~ NORMAL GUTER ~ LEVEL-----r-,...,...+-<-----r-- ""T"" +-,, SUBGRADE ELEVATON--:1_.... :.. ~ :. :. ' :. ~ 1,. ---t--:-..., ,.---'.4~.. :~:.:: "';.. ~.. ~:.:.~. : ~ :: <... ~ ~... k6" l 3" k6" l / 71 J SECTON A-A SUBGRADE DRAN --- NSTALL ONE FULL SDEWALK PANEL CAST RON MANHOLE WTH CATCH BASN FRAME & LD (PROVDE C NS TR UC Tl ON ::. cn=- ~~.::::.-t--+ll:tt>t++-. -ai:=. H"". D AMON D GROCYv't. ATTERN N <.. <3 SD~WALK AREAS) A A.,. " < ". / 71 Q.. MN. 23" "' ~.'.4' d' t. 4...,. ".. " ~.. : : A~ ~ k 6"k SECTON B-B p :: w > z - ~ 2 '--" x <( ~ :: to 1. SEE CONSTRUCTON DRAWNGS FOR PPE SZE, LOCATON AND NVERT ELEVATON. 2. ALL CONCRETE TO BE DAYS. 3. MATCH EXSTNG CURB UNLESS OTHERWSE NOTED. LAST REVSON DATE: COPYRGHT 1996 WESTECH ENGNEERNG, NC. MAY 216 ':q. 3" SUBGRADE DRAN HOLE (TYP OF 2) en~- PLAN LFACE OF CURB CURB-NLET CATCH BASN DAYTON, OR 314

53 CAST RON GRATE TRAFFC LOADNG 4", 6" AND 12" RSERS FOR ADJUSTMENT WELDED METAL TRAP WTH HNGED LD " HOLE FOR NSERTALOK BOOT (ONE SDE) 2" LFT HOLES (2 EA.) 4" 1. SEE CONSTRUCTON DRAWNGS FOR PPE SZE, LOCATON AND NVERT ELEVATON. 2. CONCRETE SHALL BE 4 28 DAYS. 3. REBAR SHALL CONFORM TO ASTM A615 GRADE REBAR SHALL BE MN. #4 6" C.C. 5. SET CB SQUARE WTH BULDNGS OR WTH EDGE OF PARKNG LOT OR DRVEWAY WHEREN T LES. 6. ADJUST PAVNG SO WATER FLOWS TO CB WTH NO PONDNG LAST REVSON DA TE: JULY 212 PARKNG LOT CATCH BASN (PRECAST CONCRETE) DETAL ND. DAYTON, OR 315

54 , / 2'-o" 2'-4" SQ. GRATE: WELDED STEEL DROP-N BAR.GRATE (ASTM A36). END BARS: 1 /2" X 2" CROSS BARS: 1 /2" X 2".C. BKE STRAPS: 1 /8" X 1" (2 REQ'D) PLAN VEW #4 REBAR 16, LB. UNFORM LOAD CAPACTY CONTNUOUS GRATE DETAL RM ELEV. PVMT. CONCRETE COLLAR CONSlRUCT BASN OF WELDED \! V ////A~ ~ ~... "~ r=::!.lw,.. :. ~~""-""-""-~.. ~~~ : ~:'.:.~... :-:-.~ ;..s. : 4 : '1 ) U) / \ /~~~~~R '"'\... ~. :.. /4 J--::: ~ _ W/GASKET ' ~AS REQ'D. " z ', 1 ~ ' ELEV. ~ WELDED METAL TRAP ~ ORFCE PLATE g ~&HNGED CLEANOUT (F REQ'D.) SQ., ~~ 1/4" STEEL COAT ALL SURFACES ~~o~~~oo - ~ ' <?o~~&}:, ~ 8' WTH ASPHAL TC PANT. v:h7~>«_,~ ~ ag~~8, ~~~!~ )(}~ 1. SEE CONSTRUCTON DRAWNGS FOR PPE SZE, LOCATON AND NVERT ELEVATON. 2. OUTLET: SZE AS REQ'D. FOR NDCATED PPE SZE. 3. FOR JUNCTON BOX, REPLACE GRATE WTH 3/4" STEEL PLATE. DRLL ONE, 1" LFTNG HOLE, CENTERED N ONE END OF THE PLATE. WELD SHMS TO RM AS REQURED TO RASE PLATE TO RM ELEVATON. 4. SET CB SQUARE WTH BULDNGS OR WTH EDGE OF PARKNG LOT OR DRVEWAY WHEREN T LES. 5. ADJUST PAVNG SO WATER FLOWS TO CB WTH NO PONDNG. ~ --4" COMPACTED GRANULAR BACKFLL LAST REVSON DA TE: JULY 212 PARKNG LOT CATCH BASN (LYNCH STYLE) () DAYTON, OR 316

55 SEE NOTE 5 (RE: NLET) NSERTA-TEE CONNECTON, SEE NOTE 3 & 4. NSERTA-TEE SOCKET TO MATCH PPE MATERAL SPECFED OR NOTED ON THE DRAWNGS. A _J FRAME & GRA REMOVED FOR REMOVABLE HOPE OUTLET TRAP CLARTY PLAN REQURED ON ALL PRVATE CATCH mtr~~ 1 ~~~c~u ~ T~BRSEVT~Nv -PAVED SURFACE ro BE--STA1NtESS--STEEt~---~----~ BASNS (OMT FOR FLOW-THRU JUNCTON DSPLACEMENT FRAME BODY TO STRUCTURES). ALL CLPS & HARDWARE BEAR ON COMPACTED BASEROCK (SEE SECTON A-A) FRAME 44 X SLOT 1. THRU N q APPROX. DRAN AREA = SQ N GRATE 24" MN GRANULAR BEDDNG SECTON A-A 1. NYLOPLAST TRAFFC RA TED DRAN BASN OR APPROVED EQUAL W/NYLOPLAST FRAME & GRATE. 2. HERRNG-BONE STYLE GRATE TO BE DUCTLE RON PER ASTM A536 GRADE SEE CONSTRUCTON DRAWNGS FOR PPE SZE, LOCATON, ORENTATON AND NVERT ELEVATONS. 4. CONNECTONS TO PVC CATCH BASN TO BE NSERT A-TEE STYLE FTTNGS (FACTORY OR FELD NSTALLED). 5. FLOW- THRU CONFGURATON SHOWN S ALLOWED ONLY FOR AREA DRANS OR JUNCTON BOXES. 6. SET CB GRATE SQUARE WTH BULDNGS OR WTH EDGE OF PARKNG LOT OR DRVEWAY WHEREN T LES. 7. ADJUST PAVNG OR GRADNG SO WATER FLOWS TO STRUCTURE NLET WTH NO PONDNG. COMPACTED GRANULAR BACKFLL AROUND CATCH BASNS & AREA DRANS (GRADE AS REQURED TO SUPPORT GRATE FRAME). NOTE: PER ORS 92.44(7), AREA DRAN MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT LAST REVSON DA TE: JO # JAN 213 PARKNG LOT CATCH BASN (TRAFFC RATED PVC w/trap, DUCTLE RON FRAME/GRATE) DAYTON, OR 317

56 A L MANHOLE STEPS PER STD. MH DETAL. 24" MANHOLE ACCESS. ORFCE CLEANNG ACCESS HOLE CENTERED ON OVERFLOW RSER, SEE SECTON A-A. FLOW... ta NFLOW LNES (SEE PLAN FOR LOCATON) LFT HANDLE SHALL BE TO _l:~nsure_jl REMANS ACCESSBLE FROM MH OPENNG UNPAVED ~~lf9i~====nff7' ~_SUPP_QRT~Q NLET PPE 24" MANHOLE FRAME & COVER W/16 HOLE LD. GRADE RNGS (VARABLE) 18" MAX.-TOP OF FLAT TOP TO RM 8" C.. CLEANOUT CASTNG (M17, LD TO READ "co"). SET N GROUT/CONCRETE PAD AS SHOWN. 6" q>--core-h Ot. - CENTERED--eVER OVERFLOW & ORFCE. ANCHOR STANLESS OR ALUM STRAP W/1 /2" EXPANSON ANCHORS (TYP 3) OVERFLOW RSER (DAMETER 2:: OUTLET PPE, VERFY BASED ON OVERFLOW REQ'D FABRCATED HOPE N-12 CORRUGATED PPE CROSS WTH 8" CLEAN OUT /SHEAR GATE AS MFG. BY ADVANCED DRANAGE SYSTEMS (ADS) OR EQUAL, WTH HDPE TAPER CONNECTON SZED TO SEAL TO OUTLET PPE. SEE NOTE 3 RE: m=s=ee DWGS. ---ooref&_mh_stzes -(l:lor PPE SZE STORM PPE 8" WATERTGHT ALUMNUM CLEANOUT/SHEAR ~ GATE W/LFT MN. HANDLE,,.---.-i SEE NOTE 3 GROUT ALL OPENNGS AND NSDE JO AFTER ASSEMBLY 1. PRECAST SECTONS SHALL CONFORM TO ASTM C DSTANCE FROM TOP OF OVERFLOW TO MH RM SHALL BE BASED ON OVERFLOW CAPACTY CALC'S BY DESGN ENGNEER (ASSUME ORFCE CONTROL). 3. 6" MNMUM DA. MANHOLE REQURED FOR OUTLET PPE LARGER THAN 15" OR NLET > 21 ". LAST REVSON DA TE: AUG 214 POLLUTON/FLOW CONTROL MANHOLE W/OVERFLOW 4. ORFCE CLEANNG ACCESS TO BE 6 11 CORE HOLE THROUGH..._N_T_S t FLAT-TOP (CENTERED ON OVERFLOW) WTH Cl CLEANOUT BOX GROUTED TO SLAB. DAYTON, OR 32

57 GROUT OVERSZE FLOW CHANNEL AS SHOWN & TROWEL SMOOTH. CLEARANCE UNDER SANTARY SEWER PPE TO BE A MNMUM OF 1.5 TMES THE DAMETER OF THE STORM PPE PPE 18' LENGTH, CLASS 52 D PPE SECTON THRU SANTARY SEWER lconnect DUCTLE RON PPE TO SEWER PPE WTH APPROVED FLEXBLE COUPLNG. (TYP BOTH ENDS) x... <( w ~ f- (f) bo t f- ::... '"">,...- f- ~i:::z;µ:z:~;<j!. UNPAVED r:set FRAME N NON-SHRNK GROUT ~ -:".. ~>. :.e..j,... ~ ~ TO RM.. -=.....,_ :.. _..._ SEE NOTES... GRADE RNGS. (VARABLE) 18" MAX.-TOP OF FLAT TOP... '. -~.: ".:: ---- FLAT TOP SECTON, 8" MN THCKNESS 5" MN. THCK SEE DRAWNGS FOR NVERT ELEVATONS AND PPE ALGNME. PRECAST BASE, 6" MN THCKNESS 6" MN COMPACTED 18" ~~~~~~~~~ ~GRANULAR BEDDNG MAX ~-----::irll. (TYP) 4. USE OF KUENZ MANHOLES MUST BE APPRVED ON A SECTON THRU STORM"-~G~~~~DE ~C~E 1 ~'5t~i ~~~~Tg;, THE UNLESS OTHERWSE SHOWN ON DRAWNGS, USE 48" MANHOLE FOR SANTARY SEWER UP TO 12" DA. & STORM DRAN UP TO 18" DAMETER. 2. PRECAST SECTONS SHALL MEET OR EXCEED ASTM C-478. WATERTGHT -RNG OR MASTC KEYLOCK JO REQURED. 3. STEPS TO BE POLYPROPYLENE PLASTC WTH GRADE 6 RENFORCNG ROD. LAST REVSON DA TE: JUNE 215 KUENZ MANHOLE DAYTON, OR 33

58 NVERT ELEVATONS PER DRAWNGS _J NOTE: PER ORS 92.44(7), MANHOLE MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT ~ -----f2l-a N slo P!_~HEL VES 1: 12 TO DRAN SET FRAME N NON-SHRNK GROUT ~ p~ 24" STANDARD MANHOLE FRAME AND COVER. (16-HOLE LD) 4" DRAN AT SUB GRADE SAWCUT OR CORE DRLL ALL PPE TAPS m'-tr-----~.lt--- GRADE RNGS (VARABLE) 8 11 MAX.... ~ " DA. CONC.,;. T & G PPE (C-76,RENF., CLASS V) 6"MN. GROUT ALL JO WATERTGHT 6" THCK (MN) CONCRETE BASE LAST REVSON DATE: SECTON A-A MAR 28 r--~~~~~---'~~~~~~-j NOTE: 1. M~XMUM PPE NUMBER & DAMETERS AS FOLLOWS: 24" DA. STORM MANHOLE 12 DAMETER OR LESS - 4 MAXMUM. 15" DAMETER - 2 MAXMUM. ALL OTHER CONFGURATONS REQURE STANDARD MANHOLE. DAYTON, OR 35

59 A L NSERTA-TEE CONNECTON, SEE NOTE 3 & 4. NSERTA-TEE SOCKET TO MATCH PPE MATERAL SPECFED OR NOTED ON THE DRAWNGS. _J ~~~~_.,_~~ k 28.5" (STANDARD) ~ ~ k FRAME & COVER REMOVED FOR CLARTY ---PAVED - SURFACE PLAN 24" STANDARD (SEE NOTE 6) CHANNEL BASE W/CONCRETE & SLOPE SHELVES TO DRAN. FRAME TO NC UDE TABS THAT MATCH BASN OD TO PREVENT - --~------~ DSgL.ACEMENT~ ---FRAME- BODY--TO - BEAR ON COMPACTED BASEROCK (SEE SECTON A-A) _.., 24.75" ~ (STANDA RD) ~ > z.;::::., FRAME _J_,,,,.. ~ NYlOf'lAST -- j \ 1, -- \ \ / 6" (MN) CONCRETE (33 PS) BELOW CHANNEL NVER~ SECTON A-A 1. NYLOPLAST TRAFFC RA TED DRAN BASN OR APPROVED EQUAL WTH NYLOPLAST FRAME & MH LD. 2. MH FRAME & COVER TO BE DUCTLE RON PER ASTM A536 GRADE SEE CONSTRUCTON DRAWNGS FOR PPE SZE, LOCATON, ORENTATON AND NVERT ELEVATONS.... l DUCTLERON,,... ""' PROVDE A MNMUM OF (2) 1" DAMETER PCK HOLES N SOLD LD, OR PROVDE STANDARD 16-HOLE STORM MANHOLE LD. SOLD LD COMPACTED GRANULAR BACKFLL AROUND MANHOLES (GRADE AS REQURED TO SUPPORT LD FRAME). NOTE: PER ORS 92.44(7), MANHOLE MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT 4. CONNECTONS TO PVC MANHOLE TO BE NSERTA-TEE STYLE FTTNGS (FACTORY OR FELD NSTALLED). LAST REVSON DATE: JO # 5. FVE (5) FOOT MAXMUM ALLOWABLE DEPTH FROM RM TO AUG 212 OUTLET NVERT (DEEPER APPLCATONS REQURE 48" MANHOLE). 24" DA. STORM MANHOLE 6. MAXMUM NUMBER & CONFGURATON OF PPE CONNECTONS (TRAFFC RATED PVC W/SOLD TO BE BASED ON NSERTA-TEE RECOMMENDATONS. PROVDE 3" DAMETER BASN & 3" SOLD COVER F DUCTLE RON FRAME/COVER) REQURED DUE TO NO. OF PPES, SPACNG &/OR ANGLES (3" MH TO MEET ALL DETAL REQUREME SHOWN EXCEPT DAMETER). DAYTON, OR 351

60 , SEE PLANS FOR RM ELEVATONS , CAST RON GRATE AS MANUFACTURED --~ BY NYLOPLAST OR EQUAL. (SEE DETAL) t==i::::: 22}f BEND, PPE SPOOL, LENGTH -~ AS REQ'D. RSER SZE TO MATCH HORZONTAL PPE. ==i./i~~-~:~~e f~-~-~-6~_?_e~-~-da_+n_ol_~_! -j-tid~~~~rr-fl" SEE PLANS FOR NVERT ELEVATON, PPE SZE, ORENTATON & SLOPE. PPE MATERAL TYPE AS SHOWN OR SPECFED ON DRAWNGS CONNECT TO MANLNE OR MANHOLE AS SHOWN ON DRAWNGS HNGED GRATE COVER FOR ACCESS & SECURTY r 16.25" LO N to..- STANDARD 15" CAST RON GRATE DETAL 1. AREA DRAN NOT FOR USE N AREAS SUBJECT TO VEHCLE TRAFFC. 2. USE WATERTGHT GASKETED FTTNGS AND ADAPTOR FOR ALL PPE CONNECTONS. 3. ALL GRATES N PEDESTRAN AREAS SHALL CONFORM WTH ADA REQUREME, NCLUDNG GRATE OPENNG SZE. LAST REVSON DATE: JO # NOV 29 STANDARD PRVATE AREA DRAN, NON-TRAFFC AREAS DAYTON, OR 355

61 RPRAP, SEE SECTON D EQUAL SPC 24" 12" MAX. MN (TYP) /2 18" MN --~ =--~-+---.~~ J~ :~ ~ SZE VARES ,...,: SEE PLANS \ ~ a 3"X2-1 /2"X3 /8" ANGLE FRAME ANCHORED N CONCRET 8!b9:J -- 2=1/2"X3/8"- STEEL FLAT BAR GRATE AS SHOWN (2 SECTONS REQURED) WELD ALL JO AS REQURED. PLAN 6" CLEARANCE, -- TYPCAL- 6" THCK CONCRETE, BROOM FNSH -- ~ 3/ 4''---CH-AMFER -- TYP TOP 2 CORNERS SLOPE OF CONCRETE SLAB TO MATCH SLOPE ON PLANS SEE GRATE DETAL\ CLASS 1~ RPRAP PROTECTON 2D MN ~SEE PLANS FOR PPE SZE AND MATERAL (NORMAL TO CL OF EMBANKMENT) SECTON 1. SEE CONSTRUCTON DRAWNGS FOR PPE SZE, LOCATON AND NVERT ELEVATON. 2. FRAME AND GRATE SHALL BE ASTM A-36 STEEL, HOT DP GALVANZED AFTER CONSTRUCTON. 3. ALL CONCRETE TO BE 33 PS AT 28 DAYS. LAST REVSON DATE: NOV 26 CONCRETE PPE END CAP WTH GRATE DAYTON, OR 362

62

63 STORM SEWER MANDREL TEST REPORT Project Location: (City) nspector: (Print) Project Name: Date: (Separate Report Required for Each Test Session) Mandrel Diameters Verified? Yes No Station Backfill Date Sewer (&Manhole#) Size& Length Results Compaction Flushed& Comments From To Material (ft) Completed? Cleaned Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Yes/No Yes /No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes /No Yes/No Yes/No 1. Mandrel testing shall conducted on a manhole to manhole (or cleanout) basis and shall be done after the line has been completely flushed out with water. 2. Mandrel testing shall be conducted after trench backfill and compaction has been completed. 3. The mandrel diameter shall be 95% of the pipe initial inside diameter. The inspector shall verify the diameter of each mandrel used during each test session. PWDS (1/217) Dayton, Oregon Copyright 26 W estech Engineering, nc

64

65 NOTE: PER ORS 92.44(7), MANHOLE MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT A L NVERT ELEVATONS PER DRAWNGS A _J STEPS. -~ VERFY LOCATON TO AVOD CONFLCTS WTH NSDE OR OUTSDE DROPS 5" MN. THCK ALL OPENNGS CORED DRLLED. z ~.ttl~===1~ GRADE RNGS (VARABLE) _,,,,1-1~ '- 18" MAX.-TOP OF CONE ro TO RM SLOPE OF PRECAST ECCENTRC CONE SHALL FACE DOWN GRADE. LOCATE STEPS ON UPSTREAM SDE OF MANHOLE. FLAT TOP MH S SHALL BE USED FOR ALL MH S 48" LESS THAN 6' RM TO NVERT, OR WTH PPE 1---N-S-D_E_D_l_A.---1.i. CONNECTONS WTHN 5 FEET OF RM ELEV. ALL PPE PENETRATONS ON SANTARY SEWER MANHOLES TO HAVE NEOPRENE RUBBER BOOTS AS SPECFED. ROUTE TONNG WRE UP OUTSDE OF MH AS SHOWN (TYP ALL PPES). 18" MAX (TYP) PRECAST BASE, 6" MN THCKNESS ~--- 6" MN COMPACTED GRANULAR BEDDNG LAST REVSON DATE: COPYRGHT 1996 WESTECH ENGNEERNG, NC. STABLE SECTON A-A SUBGRADE~~D_E_c_ ~--~~~~~-t 1. PRECAST SECTONS SHALL MEET OR EXCEED ASTM STANDARD MANHOLE C-478. FOR 21" PPE AND SMALLER 2. WATERTGHT -RNG OR MASTC KEYLOCK JO REQURED. 3. STEPS TO BE POLYPROPYLENE PLASTC WTH GRADE 6 RENFORCNG ROD. ADD STEPS TO EXTG CONNECTON MH F EXTG STEPS ARE ABSENT. DAYTON, OR 41

66 NOTE: PER ORS 92.44(7), MANHOLE MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT A L STEPS VERFY LOCATON TO AVOD CONFLCTS WTH NSDE OR OUTSDE DROPS - MANPAN MH LD NSERT AS REQ'D (SEE DTL 47) MANHOLE FRAME AND COVER PAVED SURFACE PLAN NVERT ELEVATONS PER DRAWNGS A _J VACUUM TESTNG OF EXTG MANHOLES REQURED AFTER NEW CONNECTONS. RUBBER GASKET SEAL MH AS REQURED TO PASS. JONT -~:~o:~-os_~::~:ns~e- -~ASTrc--- JO & WALL.: ' PENETRATONS TO BE GROUTED FOLLOWNG MH ASSEMBLY (TYP). KEYLOCK JONT ::... C'\ > , ALL OPENNGS CORED DRLLED. :,.., NSDE DA. 5" MN. CK FLAT TOP SECTON, 8" MN THCKNESS SECTON A-A 'STABLE 1. PRECAST SECTONS SHALL MEET OR EXCEED ASTM C WATERTGHT -RNG OR MASTC KEYLOCK JO REQURED. 3. STEPS TO BE POLYPROPYLENE PLASTC WTH GRADE 6 RENFORCNG ROD. ADD STEPS TO EXTG CONNECTON MH F EXTG STEPS ARE ABSENT. SUB GR ADE -L-AS-T -REV-15-ON_D_A TE_: DEC 215 CO-PYR-GtiT t WESTECti ENGNEERNG, NC, FLAT TOP MANHOLE FOR 21" PPE AND SMALLER DAYTON, OR 42

67 NOTE:\ PER ORS 92.44(7), MANHOLE MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT A L STEPS. VERFY LOCATON TO AVOD CONFLCTS WTH NSDE OR OUTSDE DROPS NVERT ELEVATONS PER DRAWNGS A _J VACUUM TESTNG OF EXTG MANHOLES REQURED AFTER NEW CONNECTONS. SEAL MH AS REQURED TO PASS. RUBBER GASKET JONT MANPAN MH LD NSERT AS REQ'D (SEE DTL 47) PLAN ALL NSDE...J JO & WALL PENETRATONS TO BE GROUTED MANHOLE FRAME AND COVER L SET FRAME N FOLLOWNG MH NON-SHRNK ASSEMBLY (TYP). PAVED GROUT SURFACE.r===========?{~~~ UNPAVED ~ GRADE RNGS (VARABLE) ~ 18" MAX.-TOP OF FLAT TOP ~-----{' TO RM ROUTE TONNG WRE UP OUTSDE 6" "" '4 NSDE DA. KEYLOCK JONT.-_:(''''" "FLAT TOP SECTON, 8" MN THCKNESS FOR MANHOLES DEEPER THAN 11 FT. RM TO NVERT, SEE DETAL 43A 5" MN. THCK ALL PPE PENETRATONS ON SANTARY SEWER MANHOLES TO HAVE NEOPRENE RUBBER BOOTS AS SPECFED. (;y~hal{_s p(:e~).n >,;.,: :.;. ~~. '; -.,.._. PRECAST BASE, 8" MN THCKNESS STABLE SLOPE SHELVES. -~ - -1~n~i=e--ORAN- SUBGRADE~~-~~~~~~~Tmll~- SECTON A-A _.,..,. 6" MN COMPACTED GRANULAR BEDDNG LAST REVSON DATE: COPYRGHT 1996 WESTECH ENGNEERNG, NC. DEC PRECAST SECTONS SHALL MEET OR EXCEED ASTM MANHOLE C-478. FOR 24" AND 27" PPE 2. WATERTGHT -RNG OR MASTC KEYLOCK JO REQURED.. 3. STEPS TO BE POLYPROPYLENE PLASTC WTH GRADE 6 RENFORCNG ROD. ADD STEPS TO EXTG CONNECTON MH F EXTG STEPS ARE ABSENT. DAYTON, OR 43

68 A STEPS. VERFY LOCATON TO AVOD CONFLCTS WTH NSDE OR OUTSDE DROPS NVERT ELEVATONS PER DRAWNGS _J A NOTE: PER ORS 92.44(7), MANHOLE MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT SLOPE SHELVES 1:12 TO DRAN VACUUM TESTNG OF EXTG MANHOLES REQURED AFTER NEW CONNECTONS. SEAL MH AS REQURED TO PASS. 5" MN. THCK ROUTE TONNG WRE UP OUTSDE OF MH AS SHOWN (TYP ALL PPES). ALL OPENNGS CORED DRLLED ~---'ll~ _ ""-rr :;:~... :.:.-.;-... ~-<.-..:..-:: ,.:..u. GR ADE RNGS (VAR AB LE) MAX.-TOP OF CONE TO RM SLOPE OF PRECAST ECCENTRC CONE SHALL FACE DOWN GRADE. LOCATE STEPS ON UPSTREAM SDE OF MANHOLE. i/ FLAT TOP SECTON, 8" MN THCKNESS ;:... ~FLAT TOP SLAB TO BE...._,._ = ~ 18" MN. ABOVE TOP OF 6" i. ANY NSDE OR OUTSDE NSDE DA. ~. 'ixl ~ DROPS PENETRATONS... ~-:~-.:... J.: : ALL PPE PENETRATONS ON SANTARY ~ < SEWER MANHOLES TO HAVE NEOPRENE RUBBER BOOTS AS SPECFED....:.~.~f- ;:.,...q~....' ; :. /PRECAST BASE, 8" MN THCKNESS 6" MN COMPACTED GRANULAR BEDDNG SECTON A-A 1. PRECAST SECTONS SHALL MEET OR EXCEED ASTM C WATERTGHT -RNG OR MASTC KEYLOCK JO REQURED. 3. STEPS TO BE POLYPROPYLENE PLASTC WTH GRADE 6 RENFORCNG ROD. ADD STEPS TO EXTG CONNECTON MH F EXTG STEPS ARE ABSENT. LAST REVSON DATE: COPYRGHT 1996 WESTECH ENGNEERNG, NC. DEC 215 DEEP MANHOLE FOR 24" AND 27" PPE DAYTON, OR 43A

69 ACCESS LADDER A,,,, A t, SEE DETAL A 11 t, i E_~//: i ~~'\ l - " // -~... " ""'"'... \, \ /"' DROP ASSEMBLY '-.Q: J>/ (1) EXTRA STEP SEE DETAL BELOW '1~'_./ 6" BELOW UPPER ~ PENETRATON NEW CHANNEL FOR DROP J ASSEMBL y OUTLET NVERT. ELEVATONS _. _ -~~~~:S~~~E~~w~E~/ PlAN PER ~~A~N_GS (TYP) NOTE 1 MANHOLE PENETRATON TO BE CORE DRLLED & BOOTED PER NOTE 3.. ROUTE TONNG WRE PER MANHOLE DETALS 41-43A r-- CONNECT TO MANHOLE PER NOTE 3 & DETALS 41-43A PPE COUPLER --- FLAT TOP MH TOP SLAB REQURED F PPE CONNECTON S WTHN 5 FEET OF RM ELEV. VACUUM TESTNG OF EXTG MANHOLES REQURED AFTER NEW CONNECTONS. SEAL MH AS REQURED TO PASS. 45 PVC ELBOW CROWN TO MATCH MH OUTLET PPE CROWN. ROT A TE TO DRECT FLOW TO MH OUTLET -~~~\ 1. ALL NSDE DROPS MUST BE APPROVED ON A CASE BY CASE BASS BY THE PUBLC WORKS DRECTOR. MNMUM 6" DAMETER MANHOLE REQURED FOR NSDE DROPS UNLESS OTHERWSE APPROVED N WRTNG BY THE PUBLC WORKS DRECTOR. 2. PROVDE "RELNER" NSDE DROP BOWL BY DURAN, NC. OR APPROVED EQUAL. WHERE NOTED ON DRAWNGS, FOR NLET PPES WTH SLOPES GREATER THAN 5%, OR WHERE REQURED BY PUBLC WORKS, PROVDE BOWL WTH OPTONAL HOOD AS SHOWN. 3. ALL PPE PENETRATONS SHALL HAVE NEOPRENE RUBBER BOOTS. MANHOLE BASE, BARREL & TOP TO CONFORM WTH DETALS 41-43A. MANHOLE SUBGRADE & BEDDNG PER DETAL 41-43A 4. STEPS TO BE POLYPROPYLENE PLASTC WTH GRADE 6 RENFORCNG ROD. ADD STEPS TO EXTG CONNECTON MH F EXTG STEPS ARE ASSEN~ LAST REVSON DA TE: JULY 217 NSDE DROP CONNECTON FOR SANTARY SEWER OR STORM MANHOLE DAYTON, OR 44

70 SANTARY STORM 8 EA.-1 /2" RBS EQUALLY SPACED 27" 25" w ~ <( ::: LL z <( m ::: :J m :J (f) w ~ <( ::: LL NSTALLATON OF FRAME & MH NSERT TO CONFORM WTH DETAL 47 / 23" 24 1 /2" 31" 1. COVER AND FRAME SHALL BE GRAY CAST RON ASTM A-48, CLASS COVER AND FRAME TO BE MACHNED TO A TRUE BEARNG ALL AROUND. 3. 'NOTCH LD FOR LFTNG HOOK. LAST REVSON DATE: DEC 215 MANHOLE FRAME AND COVER (STANDARD AND SUBURBAN) DETAL NO, DAYTON, OR 45

71 SLOT FOR SCREWDRVER 13/16" t i- ~ ~ l~o.5" NC..;(,,L 1 /2" 1/4" ] _/ LOCATNG STUD, DRLL 25/64" HOLE & TAP FOR 1 /2" STUD (ONE PER COVER) SECTON 8-8 GD 1/2"-13NCx1" STANLESS STEEL HEX HEAD CAP SCREW B L 7/8" 27" 25" 24 3/4" :: 6" ~ lj }l 24 1 L2" " SECTON A-A 1. COVER AND FRAME TO BE MACHNED TO A TRUE BEARNG ALL AROUND MATERAL SHALL BE OF GRAY CAST RON, ASTM A-48, CLASS LOCKDOWN FRAME & COVER SHALL BE USED ONLY WHERE SPECFCALLY REQURED BY PUBLC WORKS. LAST REVSON DATE: DEC 215 NSTALLATON OF FRAME & MH NSERT TO CONFORM WTH DETAL 47 LOCKDOWN MANHOLE FRAME AND COVER DAYTON, OR 46

72 MANPAN MH LD NSERT FOR SELECT SS MHs (SEE NOTE 5) MANHOLE FRAME AND COVER PAVED~ GRADE "'- GROUT FROM OUTSDE OF CONE TO TOP OF FRAME FOR SEWER MHs LOCATED OUTSDE OF PAVED OR SDEWALK AREAS SURFACE AREAS OUTSDE OF PAVED HARD SURFACE AREAS TYPCAL MANHOLE GRADE ADJUSTMENT STANDARD DEPTHS: 1.5", 2", 2.5" & B SECTON B-B CAST RON ADJUSTMENT RNGS 5. SEWER MHs N LOW AREAS SUBJECT MANHOLE ADJUSTMENT RNGS TO FLOODNG OR WATER PONDNG (SEE CTY STANDARD CONSTRUCTON NOTES FOR RESURFACNG ONLY FOR LOCATON CRTERA) SHALL BE 1. CAST RON ADJUSTMENT RNGS ALLOWED ONLY WTH OVERLAYS AND NOT ON NEW MANHOLES. MAXMUM 1 ADJUSTMENT RNG PER MANHOLE. 2. SANTARY SEWER MHs - 2 HOLE LDS STORM DRAN MHs - 16 HOLE LDS 3. MH PADS N UNPAVED TRAFFC AREAS - 8'x8' MN' SZE OF (A) 3" MN. AC OVER 1 O" COMPACTED BASEROCK (OR PUBLC ROAD STANDARD THCKNESS F LOCATED N R.O.W) OR (B) 8" CONCRETE OVER 2" BACKROCK. 4. MH PADS N ROAD MEDAN PLANTER AREAS - 4" CONC (PER DTL 212, 1' MN SQUARE W/5' SCORNG PATTERN). PROVDED WTH NFLOW PROTECTOR LD NSERTS (MAN PAN OR EQUAL). LAST REVSON DATE: JO # MAY 217 MANHOLE RM ADJUSTMENT DETALS DAYTON, OR 47

73 1/2" go C.O. FRAME & COVER RSER PPE TO BE 8" MN ~. DAMETER FOR ALL 8" & ' LARGER MANLNES PPE TO BEAR ON ~. COMPACTED GRANULAR ' BACKFLL MECHANCAL PLUG (/) w :: <( ROUTE TONNG WRE > UP NTO CLEANOUT BOX AS SHOWN 13-1/2" t-., _1_2",f 6" MN COMPACTED -- GRANULAR BEDDNG r r HANDLE STABLE SUBGRADE 13-1 /4" SECTON A - r a~1-1/4" A CLEANOUT FRAME & COVER 1. USE NLAND FOUNDRY MODEL 24 FRAME & COVER N ALL AREAS. 2. COVER AND FRAME SHALL BE GRAY CAST RON ASTM A-48, CLASS COVER AND FRAME TO BE MACHNED TO A TRUE BEARNG ALL AROUND. LAST REVSON DA TE: JULY 215 MANLNE CLEANOUT DAYTON, OR 411 COPYRGHT 1996 WESTECH ENGNEERNG, NC.

74 )> NOTE:NO VERTCAL OR HORZONTAL -< - z :;;o ~ ~ 1 BY PUBLC WORKS. -t )> r= z 9 h z - CJ) CJ) mm ~~ _m ();a rz ~o -t ;l;l s~ 1 TO RGHT-OF-WAY OR EASEMENT LNE TYPE DBR\ ~~.-~~{-'l~~~;x SPLCE KT ~~~(;,"yf. BY 3M...,.;f.fP"'" 6" MN DA FOR COMMERCAL OR MUL Tl-FAMLY..,h ~'~ ~ OR EASEMENT LNE :r: P/L PUE,,---._ - N - f'1l - :J :s: _,,., - - ZG)~ <(WW o., wen cc5 > ol-- UNDERGROUND WARNNG TAPE ~ ~--..._ ~ ~ ~ / 22 1;2 MAXMUM BEND MANTAN STRAGHT GRADE FROM MANLNE TO CLEANOUT (TYP) MANUFACTURED TEE-WYES FOR 8-NCH MANLNES & STANDARD TEES FOR 1-NCH & LARGER MANLNES. SEE DETAL 419 FOR CONNECTON - TO EXSTNG MANLNES. BENDS GREATER THAN 22-1/2 PRESSURE TREATED 2" X 4" WRED TO NVERT AND EXTENDNG ABOVE WTHN RGHT-OF-WAY OR PUBLC FNSH GRADE. STAKE SHALL BE CONTNUOUS AND REMAN VERTCAL UTLTY EASEMENT (E. FROM AFTER BACKFLLNG. END SHALL BE PANTED & LABELED (WHTE FOR MANLNE TO CLEANOUT). SEWER) (GREEN FOR STORM), AND LABELED WTH DEPTH --- NOTE: PER ORS 92.44(7), TO PPE. EXTEND TONNG WRE TO SURFACE. SERVCE LNES MUST BE SET,,,,,,,,, 1' MNMUM CLEAR FROM ANY STAMP 2 TALL S OR D' N TOP OF CURB & SURVEY MONUMENT GUTTER PAN AT PONT OF CROSSNG. 1. MN. 18" SEPARATON BETWEEN ADJACENT LATERALS. 2. ONE FULL LENGTH OF PVC PPE (AT CROSSNG) REQURED FOR ALL SEWER LATERALS WHCH CROSS UNDER WATER LNES WTH LESS THAN 18" MNMUM VERTCAL CLEARANCE BETWEEN WATER LNE AND SERVCE LATERAL. 3. SERVCE SHALL NOT BE BACKFLLED PROR TO NSPECTON 4. NSTALL A CONTNUOUS 12 GUAGE SOLD CORE GREEN NSULATED TRACER WRE FROM MANLNE WRE TO END OF LATERAL. TYPCAL. SHAU.OW MANS ~.. Wz -ZJ> W :::: ~f"ll(j)~ z ww f'1l - :::: w o ~-u w cnz -lo 3 o::::w OoO ~ ~:; ::;; ~... z _J J>j;w 3 [i:j TONER WRE ~ 6 6 s; ej ~ 8J <( ~:E~ o.:3 "WARNNG, SEWER LNE BELOW" :::U ~ ~ - OR "WARNNG, STORM DRAN Vi rrj ~ 5 BELOW" AS APPLCABLE ui en SEWER OR STORM MAN J SEWER/STORM LATERAL ffi <i_ 22 1 /2" 334 PVC, SOR J STREET BEND (TO BACK PUE b5 ~ _J ~ l(f) m )> m en ;a - )> r ;a CJ) s: )> ~ c!fl G) ~ N ~ LATERALS SHALL BE LAD AT go -- UNLESS OTHERWSE SHOWN ON PLANS..,,, SPLCE WTH '\ J - WATERPROOF s\..o:~ ~~V~),:&"!~:~~N DA SFR, (VERFY CAPACTY'!' 'U 'U---V

75 CLEANOUT COVERS: ALL SEWER CLEANOUT LDS TO READ "SEWER" ALL STORM CLEANOUT LDS TO READ "STORM" OR "c/o". 1. NON-TRAFFC AREAS: CARSON MODEL 91 T-COVER OR EQUAL (GREEN FOR SEWER, GREY FOR STORM). 2. TRAFFC AREAS, NCLUDNG DRVEWAYS: 8" X 4" CAST RON FRAME & COVER, OLYMPC M17 OR EQUAL. 8" X 6" CAST RON FRAME & COVER, OLYMPC M118 OR EQUAL. (FOR Cl CLEANOUTS N UNPAVED AREAS, SET N 6" THCK CONCRETE PAD) le. P.U.E. CLEANOUT BOX & COVER, 6" TYP 8' TYPCAL SEE ABOVE PROTECT LAWNS & GARDENS AT ALL TMES. PLACE EXCAVATED MATERALS ON PLYWOOD NOTE: DOUBLE VERTCAL 22 ~ BENDS ON C.O RSER MAY BE REPLACED WTH SNGLE VERTCAL 45 BEND WTH PROR APPROVAL BY PUBLC WORKS /2 BEND PLAN END PPE, 8" MN. LENGTH 22 1 /2 STREET BEND o, --- ~ llij'~ NOTE: PER ots 92.44(7), CLEANOUT BOX MUST BE SET 1' MNMUM CLEAR FROM ANY SU VEY MONUMENT PLUG W/SHOULDERS ~ CONNECT P PE FROM BULDNG/ STE TO BA E LEG OF CLEANOUT WYE (CONN CT ON TO CLEAN OUT RSER S P~OHBTED). LOOP TONER~ WRE UP NT CLEANOUT B X 4" OR 6" SERVCE PPE 334 P. V.C., S.D.R. 35 COMPACTED GRANULAR MATERAL PPE FROM ' t--- /BULDNG STE -, ~.flow t----:----~--... t L--..JU-- - _JJ o o o o ~ o o o o o.c) o O o.d o.d o O o O.c) o O o o.c) o o.c) o o.c) o.d?.oo? ooo OOo.oOo.. ooo?.?.?.??.ooo.. ~/2:". WYE 1. CLEAN OUT RSER SHALL BE SAME SZE AND MA TER AL AS LATERAL PPE. 2. PROVDE CASTNG FOR CLEANOUTS LOCATED N DRVEWAYS OR TRAFFC AREAS (CONCRETE PAD TO BE 6" LARGER THAN TOP OF CLEANOUT BOX). 3. CLEANOUT PPE SHALL BE LEFT A MNMUM OF 18" ABOVE EXSTNG GRADE UNTL ALL CURBNG S NSTALLED AND ALL PRVATE UTLTY TRENCHES ARE BACKFLLED. CLEANOUTS SHALL THEN BE SET NO MORE THAN 6" BELOW FNSH GRADE, AND CLEANOUT BOXES SET FLUSH WTH FNSH GRADE. MAXADAPTOR COUPLNG (BY GRPPER GASKET LLC) OR EQUAL -L-AS-T R-EV-Sl-ON-DA_TE_: ----C-OPYR-GHT t WESTECH ENGNEERNG, NC. AUG 217 STANDARD SERVCE LATERAL CLEANOUT (SEWER & STORM) DAYTON, OR 416

76 / ~ GUDE HOLE /,\ ( \ >------i.. / /PVC HUB (ASTM D-334 SDR 35). DRVE NTO CENTER OF RUBBER BOOT AFTER BOOT S PLACED N CORE HOLE. \ / MOLDED PVC SHOULDER TO ACT AS POSTVE NSERTON STOP ( 4" & 6" TAPS) ~CORE HOLE HOLES TO ANCHOR DRLL GUDE TO MANLNE PPE (ANCHORNG REQURED) NSERTA--DRLL GUDE (PROVDED- BY - FTTNG MANUFACTURER), SZED TO FT ENTRELY WTHN CORE HOLE DAMETER (REQURED FOR ALL TAPS) PVC HUB TO BE SHAPED TO MATCH----. PPE l.d. AND SHALL NOT PROTRUDE BEYOND NSDE DAMETER OF RUBBER BOOT i1iiii1111iiii111117l:e~ #316 STANLESS STEEL BAND CLAMP (9/16" SERES 3) T SECURE UPPER HALF OF OF RUBBER SLEEVE TO THE PVC HUB. MOLDED RUBBER SLEEVE (ASTM C-443) NCLUDES MOLDED RBS TO HOLD THE SLEEVE N PLACE N MANLNE PPE TAP, STYLE TO MATCH MANLNE PPE MATERAL & DAMETER. 25-3" TYP. FOR SHALLOWER LATERALS (SEE DETAL 415) SEWER OR STORM PPE, ALGNMENT, SLOPE & CONFGURATON AS SHOWN ON DRAWNGS 22 1 /2" STREET BEND (ASTM D-334 PVC, SDR 35) WHERE SHOWN ON LATERAL DETALS OR PLAN CALLOUTS. ~---NSERTA-TEE FTTNG, SEE EXPLODED VEW ABOVE MANLNE PPE 1. EXSTNG SANTARY SEWERS - NSERTA-TEES ALLOWED ON EXSTNG PVC OR DUCTLE RON SEWER MANS. USE ON OTHER PPE TYPES S SUBJECT TO CTY APPROVAL AND ACCEPTABLE PPE CONDTON. 2. EXSTNG STORM DRANS - NSERTA-TEES ALLOWED ON ALL PPE TYPES, SUBJECT TO CTY APPROVAL AND ACCEPTABLE PPE CONDTON. 3. NEW MANLNES - MANUFACTURED FTTNGS (PER DETAL 415) SHALL BE USED FOR CONNECTON ON ALL NEW SEWER AND STORM MANLNES. 4. THE TAP SHALL NOT BE MADE EXCEPT N THE PRESENCE OF A CTY NSPECTOR; NOR SHALL ANY CONNECTON BE MADE WTHOUT PROR CTY APPROVAL. 5. CENTERLNE OF TAP SHALL BE ABOVE SPRNGLNE. TAP MAY BE REQURED AT DSCRETON OF PUBLC WORKS DRECTOR). LAST REVSON DATE: JO # DEC 215 STANDARD NSERTA-TEE CONNECTON TO EXSTNG SEWER OR STORM DRAN DAYTON, OR 419

77 Project Location: (City) nspector: (Print) MANHOLE VACUUM TEST REPORT Project Name: Date: (Separate Report Required for Each Test Session) Testing Company: (Name & Phone#) Manhole Manhole Manhole Surface Time Time to Drop from No. Diameter Depth Restoration Required 3 1" Hg to 9" Hg Results Comments (inch) (ft) Complete? (sec) (sec) Yes/No Yes/No Yes/No Yes /No Yes /No Yes /No Yes /No Yes/No Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Yes/No Pass Fail 1. All adjacent surface restoration shall be completed pnor to conductmg manhole acceptance tests, mcludmg fm1sh pavmg and final adjustments to grade. Any test conducted prior to completion of surface restoration shall be considered informal, and will not count for acceptance. 2. The vacuum test head seal shall be inflated in accordance with the manufacturer's recommendations, but in all cases the grade rings and casting shall be included in the test. A vacuum of 1-inches of mercury shall be drawn and the vacuum pump shut off. With the valves closed, the time shall be measured for the vacuum to drop to 9-inches. 3. The manhole shall pass if the time for the vacuum reading to drop to 9-inches meets or exceeds the values indicated on the following table. Times for deeper depths as required by the City Engineer. Note: Visible groundwater infiltration or leakage constitutes a failed test. REQURED MANHOLE VACUUM TEST TMES Manhole Depth (feet) 48-inch diameter Required Time (sec) 6-inch diameter 72-inch diameter R ')()? ii PWDS (1/217) Dayton, Oregon Copyright 26 W estech Engineering, nc

78 Project Location: nspector: (Print) SANTARY SEWER AR TEST REPORT Project Name: Date: (Separate Report Required for Each Test Session) TV nspection Required? Yes /No Station Total (&Manhole#) Main/ Size& Length From To Lateral Material (ft) Mandrel Testing Completed? Date Completed or Scheduled: Test Time (Seconds) for Pressure Drop ci K1 Shown(psi) Required Comments Main Laterals '"" Totals Main Pass /Fail Pass /Fail Laterals i Totals Main Pass /Fail Laterals Totals Main Pass /Fail Laterals ~--- Totals 1 For C and K values, see table and formulas on reverse side. 2 For total C:;:; 1., test time (seconds) required= 2 times K For total C > 1., test time (seconds) required= 2 times (K/C) TEST PROCEDURE 1. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4. psig (or higher pressure as required to address groundwater). ncrease the test pressure by.433 psi for each foot of average ground water depth over the exterior crown of the pipe under test, with the max;mum test pressure not to exceed 9. psi. 2. Add air slowly until the internal air pressure is raised to 4. psig (or higher pressure as required due to groundwater). 3. After required test pressure is reached, allow 2-minutes minimum for air temperature to stabilize, adding only the amount of air required to maintain pressure. 4. After the temperature stabilization period, disconnect the air supply. 5. Record the time required for the internal air pressure to drop from 3.5 psi (or higher as required due to groundwater backpressure) to 2.5 psi (or higher as required due to groundwater backpressure ). f this time exceeds the required time (or if there is less than 1. psi pressure drop), the test is successful. ACCEPTANCE: The tested sewer section shall be considered acceptable if the pressure drop during the test time is less than 1. psi from the starting pressure. PWDS (1/217) Dayton, Oregon Copyright 26 W estech Engineering, nc

79 SEWER AR TEST C AND KV ALVES Pipe Size (inch) C-Value 1 K-Value 2 per foot length per foot length c =.3882dL 2 K = O.Olld2L Where d = diameter (inches) L = Length (ft) Example: Air Test a system consisting of two mainline segments as follows: Segment 1: 395 feet of 8-inch mainline, 1 feet of 4-inch laterals, and 35 feet of 6 inch laterals. Segment 2: 2 feet of 8-inch mainline, 3 feet of 4-inch laterals, and 2 feet of 6 inch laterals. Station (&Manhole#) Main/ Size& Lateral Material From To Main 8"PVC MHAl MHA2 Laterals 4"PVC 6"PVC Totals Total Test Time (Seconds) for Pressure Drop Length ci K1 Shown (psi) (ft) Required /1.46= ~ *2= 414 sec Comments Pass Fail Main 8"PVC MHA2 MHA *154= Pass /Fail Laterals 4"PVC 6"PVC ~ - Totals sec Note: For total C::; 1., test time (seconds) required= 2 times K For total C > 1., test time (seconds) required= 2 times (K/C) The tested sewer section shall be considered acceptable when tested as described herein if the section under test does not loose air at a rate greater than.15 cfm per square foot of internal sewer surface. PWDS (1/217) Dayton, Oregon Copyright 26 W estech Engineering, nc

80 SANTARY SEWER MANDREL TEST REPORT Project Location: (City) nspector: (Print) Project Name: Date: (Separate Report Required for Each Test Session) Mandrel Diameters Verified? Yes No Station Backfill Date Sewer (&Manhole#) Size& Length Results Compaction Flushed& Comments From To Material (ft) Completed? Cleaned Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No 1. Mandrel testing shall conducted on a manhole to manhole (or cleanout) basis and shall be done after the line has been completely flushed out with water. 2. Mandrel testing shall be conducted after trench backfill and compaction has been completed. 3. The mandrel diameter shall be 95% of the pipe initial inside diameter. The inspector shall verify the diameter of each mandrel used during each test session. PWDS (1/217) Dayton, Oregon Copyright 26 W estech Engineering, nc

81 PPELNE TV NSPECTON REPORT Page_of Date: Client: City: Basin No. Technician: nspector: Weather: Cleaned By: Report No. TapeNo. FromM.H.#: Street: Pipe Dia. (in) Joint Length (ft) Section Length (ft) Joint Type: Pipe Material ToM.H.#: Street: PPELNE DATA; Cleanliness: Alignment: Grade: Age: %Est. Leaking Joints: Other: Footage Problem Comments Code / (gpm) PROBLEM CODE LEGEND: BP =Broken Pipe CC = Circumferentiiil Crack LC = Longitudinal Crack G =.Break in Grade L =Leak PJ =Pulled Joint PT = Protruding Tap ST = Service Tap SL = Service Left SR= Service Right RT =Roots U = Unpassable PPE MATERAL LEGEND: AC =Asbestos Cement CP = Cast ron Pipe C(M) = Cone., Mortor Joint C(R) = Cone., Ruhr. Gasket Jnt D =Ductile ron Pipe PVC = Polyvinylchloride Pipe TC= Terra Cotta VC =Vitrified Clay TURNAROUND: Requested (Date/time): Authorized (Date/time): PWDS (1/217) Dayton, Oregon Copyright 26 W estech Engineering, nc

82

83 FNSH GRADE 6"! T... 6" :-._.<t:.. 12" VALVE BOX TO BE CONCRETE ENCASED F NOT N PAVED AREA. USE 33 PS CONCRETE. (ROUND OR SQUARE PAD) VC212 VALVE BOX BASE BY 3DC, OR EQUAL RESLENT WEDGE GATE VALVE (GV) EPOXY COATED PER AWWA C-55 PPELNE PPELNE LOOP TONER WRE UP NTO VALVE BOX (TYP ALL). ROUTE WRE OUTSDE RSER PPE & NSDE OF VALVE BOX AS SHOWN. NOTCH 1 /8" DEEP NDCATNG DRECTON OF FLOW THROUGH VALV E_~ VANCOUVER '91 O' STYLE 18" TALL VALVE BOX ~--- 6" MN COMPACTED GRANULAR BEDDNG STABLE SUBGRADE 1. GV SHALL CONFORM TO AWWA C VALVE BOXES SHALL BE PLUMB AND CENTERED DRECTLY OVER THE VALVE NUT. 3. VALVE BOX TOP SHALL BE ADJUSTED TO FNSHED GRADE. 4. PVC SHALL BE ONE CONTNUOUS PECE, NO BELLS OR COUPLERS. 5. VALVE BOXES ON PRESSURE SEWERS TO READ "S" OR "SEWER". 2" SQUARE OPERATNG NUT, NUT HEGHT TO BE 2" MN. 1" SCHED 8 STEEL PPE SHAFT OR 1" SOLD STEEL ROD (1 PECE). CENTERNG PLATE, 1/4" STEEL, SZED FOR 1 /8" TO 1/4" CLEARANCE TO RSER PPE, LOCATED 6" BELOW NUT. SUPPORT COLLARS, WELDED TO SHAFT 2~" SQUARE SOCKEt SDEWALLS - 1/4" MN THCK TOP - 1/4" MN THCK (FULL FLLET WELD TO SOCKET) STEM SOCKET DEPTH - 2}.f' MN -""--'--=""-~~~=---'-~~ LAST REVSON DATE: JO # JULY 217 STANDARD GATE VALVE AND VALVE BOX DETAL DAYTON, OR 51

84 FNSH GRADE 6" 12" VALVE BOX TO BE CONCRETE ENCASED F NOT N PAVED AREA. USE 33 PS CONCRETE. (ROUND OR SQUARE PAD) 6" :":-:: ~:: :."'.. z CAST RON VALVE BOX & ~T... _:_ ~ 1 ~x ~ ~. LD 'VANCOUVER' STYLE P ~ w ~ 7" <( CD u_ w > 3: 6" PVC SEWER PPE, ~ MN ~ ~ ~ g ASTM 334, SOR 35, 6 ~ w LENGTH AS REQURED - o.. :J m ~OZx LOOP TONER WRE UP NTO VALVE =!~ z ~ BOX (TYP ALL). ROUTE WRE Gj ~ ~ = OUTSDE RSER PPE & NSDE OF ~ -:q. Q ~ VALVE BOX AS SHOWN. w A~ ~~th:~ BUTTERFLY VALVE, (BFV) ENDS AS SPECFED EPOXY COATED PER AWWA C-55 12" X 12" PRECAST CONCRETE BLOCK ~ ON COMPACTED GRANULAR MATERAL NOTCH 1 /8" DEEP NDCATNG DRECTON OF FLOW THROUGH VALVE VANCOUVER '91 O' STYLE 18" TALL VALVE BOX WORM GEAR OPERATOR ON SDE NEARE~T CURBLNE J l / : STREET C/ CURB OR / WATERLNE~ i ( BFV OPERA TOR POSTON 2" SQUARE OPERATNG NUT, NUT HEGHT TO BE 2" MN. 1" SCHED 8 STEEL PPE SHAFT OR 1" SOLD STEEL ROD (1 PECE). CENTERNG PLATE, 1/4" STEEL, SZED FOR 1 /8" TO 1/4" CLEARANCE TO RSER PPE, LOCATED 6" BELOW NUT. SUPPORT COLLARS, WELDED TO SH AFT 2~" SQUARE SOCKEt SDEWALLS - 1/4" MN THCK TOP - 1/4" MN THCK (FULL FLLET WELD TO SOCKET) STEM EXTENSON SOCKET DEPTH - 2%'' MN 1. BFV SHALL BE SHORT BODY TYPE B VALVE PER AWWA C VALVE BOXES SHALL BE PLUMB AND CENTERED DRECTLY OVER THE VALVE NUT. 3. VALVE BOX TOP SHALL BE ADJUSTED TO FNSHED GRADE. 4. PVC SHALL BE ONE CONTNUOUS PECE, NO BELLS OR COUPLERS. LAST REVSON DATE: JO # JULY 217 STANDARD BUTTERFLY VALVE AND VALVE BOX DETALS 5. BFV ACTUATOR TO BE LOCATED ON THE CURBLNE SDE OF N... T_s. WATERLNE AS SHOWN. NSTALL D SPOOLS OR FLEX ADAPTER F REQURED FOR ACTUATOR CLEARANCE. DAYTON, OR 52

85 6 11 MN. FROM P /L S/W NOTE: HYDRANT COLOR TO BE FACTORY YELLOW ~ 4 172" PUMPER NOZZLE W/NST THREAD, NSTALL 5-NCH STORZ ADAPTER (HPHA) WTH SNAP-TTE STORZ BLND CAP & CABLE. NOTE: PER ORS 92.44(7), FRE HYDRANT MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT STD. VALVE BOX (VANCOUVER 91 STYLE) W /VC212 VB BASE 6" D.. 12" x 12" CONC. BLOCK 1. HYDRA TO BE KENNEDY GUARDAN K81 D WTH FULL SZE (5}4") FOOT VALVE. 2. ALL FTTNGS N CONTACT Willi CONCRETE SHALL BE WRAPPED N PLASTC. HYDRANT DRAN HOLES TO REMAN OPEN TO DRAN ROCK AND OPERATONAL. RETANER GLANDS (TYP ALL JO) ----6" FLG X MJ SHOE UNDSTURBED EARTH (TYP) MANLNE TEE 6" SDE OUTLET FLANGED /2" TO 3/4" CLEAN DRAN ROCK SHALL BE PLACED A MN. OF 6" ABOVE DRAN OUTLET. 9. PANT CURB YELLOW 1 FEET 4. WHERE PLANTER STRP EXSTS, HYDRANT SHALL BE EACH WAY FROM HYDRANT & PLACED SO FRONT PORT S A MN. OF 24" BEHND NSTALL REFLECTVE BLUE TRAFFC FACE OF CURB. STREET CENTERLNE. 5. THRUST BLOCK AT STANDARD 6 11 FRE HYDRANT TEE LAST REVSON DATE: COPYRGHTl996 WESTECH ENGNEERNG, NC. SHALL HAVE MN. 3.7 SQ. FT. BEARNG AREA. DEC ALL HYDRA SHALL BE SET PLUMB FOR HYDRANT LEADS LONGER THAN 3', AN ADDTONAL GATE VALVE SHALL BE PROVDED WTHN 3 FT. OF THE HYDRANT. 8. RESTRAN ALL JO ON ALL HYDRANT LEADS. RETANER GLANDS SHALL TO BE USED N LEU OF THRUST BLOCK BEHND HYDRANT. STANDARD FRE HYDRANT ASSEMBLY DAYTON, OR 53

86 THRUST BLOCK TEST PORT FOR PRE-TAP PRESSURE TEST STD. VALVE BOX (VANCOUVER '91 O' STYLE) W/VC212 VB BASE & PVC RSER 12" x 12" CONCRETE BLOCK ROM AC SST /SSTlll, MUELLER H34, JCM MODEL 432 OR APPROVED EQUAL (STANLESS STEEL SLEEVE & FLANGE) RESLENT WEDGE GATE VALVE (FL x MJ UNLESS OTHERWSE NOTED ON PLANS) TOP VEW SDE VEW 1. WATER MAN SHALL BE CLEANED & SPRAYED WTH CHLORNE SOLUTON N TAP AREA BEFORE A TT ACHNG SLEEVE. 2. TAPPNG SLEEVE SHALL BE ALL STANLESS STEEL WTH FULL PERMETER GASKET. 3. TAPPNG VALVE SHALL BE EPOXY COATED PER AWWA C PRE-TAP PRESSURE TEST. SLEEVE AND VALVE SHALL BE PRESSURE TESTED BEFORE MAKNG TAP. PRESSURE TEST AND TAP SHALL BE MADE N THE PRESENCE OF AN AUTHORZED WATER SYSTEM REPRESENTATVE. 5. APPROVED TAPPNG MACHNE SHALL BE USED TO MAKE TAP. 6. 3/4" GRANULAR BACKFLL SHALL BE PLACED AND COMPACTED TO 92% OF MAXMUM DENSTY AS DETERMNED BY AASHTO T THRUST BLOCKNG PER DETAL TAP SHALL BE MADE NO CLOSER THAN 18" FROM THE NEAREST JONT. 9. SLEEVE AND VALVE SHALL BE WRAPPED WTH 8 ML PLASTC PROR TO CONCRETE PLACEMENT. 1. CONCRETE BLOCK(S) SHALL COMPLETELY SUPPORT TAPPNG TEE AND VALVE. 11. CONTRACTOR SHALL COORDNATE ALL TAPS WTH LAST REVSON DATE: COPYRGHT 1996 CTY AND PERFORM ALL TAPS WTH PUBLC WORKS MAR 217 W<:STECH ENGNEERNG, NC. STAFF PRESENT. 12. ALL TAPPNG EQUPMENT (AND ANY TOOL COMNG N CONTACT WTH THE PPE THOUGH THE TAPPNG SLEEVE) SHALL BE CHLORNE DSNFECTED WTH A 3 MG/L CHLORNE SOLUTON. TAPPNG TEE AND VALVE DAYTON, OR 55

87 BLOW-OFF SZES REQURED (ASSUMES 4 PS RESDUAL PRESS.) PROVDE ONE RSER ASSEMBLY FOR EACH 3 BLOWOFFS OR PORTON THEREOF. MAN SZE BLOW-OFF SZE 6" - 8" 2" 1" - 12" 4" >12" BY ENGR. STANDARD VALVE BOX (TWO REQURED) VANCOUVER ' 918' STYLE THREADED BRASS PLUG. SET TOP OF PLUG ±2" BELOW VB LD. r FNSHED 8.. RSER NOTE: PER ORS 92.44(7), VALVE BOXES MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT GRADE CONCRETE COLLAR PER,, ~DETALS 51 OR 52 ~ 6 (NSTALL 1 "-2" ABOVE GRAD TYP N NON-PAVED AREAS) BRASS COUPLNG ON SCHED 8 PVC MALE ADAPTER <,('/,<(-(' "''~"" GRANULAR BACKFLL 'V/}v ~~~ V«f'-"- ~~~ ~"(,(( 1' LOOP TONER WRE UP NTO VALVE BOX (ROUTE WRE OUTSDE OF RSER PPE & NSDE OF VALVE BOX AS SHOWN) RETANER GLAND <J ~a WATER MAN 4... SCHEDULE 8 PVC PPE AND ELBOW FOR MJ BFV, 12" D SPOOL & RESTRANED MJ REDUCER REQ'D. FOR FL. BFV, 12" FLG X FLG SPOOL & FL X MJ RED. REQ'D. FOR BFV FOR GV, RESTRANED MJ PLUG TAPPED TO BLOW-OFF SZE 1. BACKFLL WTH GRANULAR BACKFLL. 2. REQURED ON ALL LNES WHCH MAY BE EXTENDED N FUTURE OR AS DRECTED BY CTY ENGNEER. 3. ALL CONCRETE TO BE DAYS. 4. FLANGED DUCTLE RON PPE AND FTTNGS MAY BE REQURED FOR 4" & LARGER BLOWOFFS. MANLNE VALVE, MJ WTH RETANER GLAND UNLESS OTHERWSE NOTED ON DRAWNGS STD. STRADDLE BLOCK PER DWG ~~~~~---~~~~~---1 LAST REVSON DATE: COPYRGHT 1996 WESlECH ENGNEERNG, NC. JUNE 215 MANLNE BLOWOFF ASSEMBLY DAYTON, OR 56

88 PROVDE ONE RSER ASSEMBLY FOR EACH 3 BLOWOFFS OR PORTON THEREOF. NOTE: PER ORS 92.44(7), VALVE BOXES MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT STANDARD VALVE BOX (TWO REQURED) VANCOUVER 91 STYLE THREADED BRASS PLUG. SET TOP OF PLUG ±2" BELOW VB LD. / 8.. RSER FNSHED _ GRADE CONCRETE COLLAR PER,, ;(DETALS 51 OR 52 ~ (NSTALL 1 "-2" ABOVE GRADE... ) N NON-PAVED AREAS) BRASS COUPLNG ON SCHED 8 PVC MALE ADAPTER «@ GRANULAR BACKFLL --- //,'(A.. ~ ~~'- «~~ ~~~ ~"<-<('\ THRUST----~ BLOCK STABLE SUBGRADE ~r /.~/.~,-}jjj ' 1' - 3' BRASS NPPLE LOOP TONER WRE UP NTO VALVE BOX (ROUTE WRE OUTSDE OF RSER PPE & NSDE OF VALVE BOX AS SHOWN) ~4 6" & 8" WATER MAN SCHEDULE 8 PVC PPE AND ELBOW EPOXY COATED RESLENT---- WEDGE GATE VALVE (2" MN) WTH 2" SQUARE OPERATNG NUT MJ CAP & RETANER GLAND (TAPPED TO BLOWOFF SZE) 1. BACKFLL WTH GRANULAR BACKFLL. 2. ALLOWED ONLY ON PERMANENT DEAD END LNES N CUL-DE-SACS WHCH CANNOT BE EXTENDED N THE FUTURE. 3. ALL CONCRETE TO BE DAYS. 4. 2" BLOWOFF SZE ASSUMES 4 PS RESDUAL PRESSURE. LAST REVSON DATE: JUNE 215 STD. STRADDLE BLOCK PER DWG. 511 COPYRGHT 1996 WESlECH ENGNEERNG, NC. STANDARD BLOWOFF WTH PLUGGED END DAYTON, OR 57

89 LOCATE CASNG SPACER ON BELL END AT 12 TO 16-NCHES FROM BACK OF BELL. LOCATE CASNG SPACER ON SPGOT END AT THE PPE STOP MARK. END SEAL (SEE NOTE 2) BORE CASNG SEE NOTE < MN. 3 SPACERS PER STCK OF PPE LOCATE CASNG SPACER WTHN 12-NCHES OF END OF CASNG CASNG SPACER WTH STANLESS STEEL BAND & STANLESS STEEL FASTENERS SEE NOTE 5 FOR RUNNER TO BORE CLEARANCE REQUREME FOR GRAVTY CARRER PPES. CARRER MN. DA. MN CASNG PPE CASNG WALL THCKNESS DAMETER *1 *2 (NCH) ".25 (1/4) ".25 (1/4) 1 o" 16" o.312 (5/16) 12" 18".375 (3/8) *1: CASNG SZE LSTED S FOR PRESSURE PPE. LARGER DA CASNG REQ'D FOR GRAVTY PPE. *2: SEE PWDS 5.8.m FOR GRAVTY PPE CASNG SZE REQUREME OR LARGER CASNG SZES. 1. CASNG SPACERS - APS MODEL SS, CALPCO M-SS SERES OR APPROVED EQUV. 4"-18" CARRER PPE, USE 8" WDE BAND. >18" CARRER PPE, USE 12" WDE BAND. 2. SEAL BOTH ENDS OF BORE CASNG WTH END SEALS. WTHOUT SAND FLL, USE APS MODEL AZ OR APPROVED EQUV. FASTEN TO CASNG AND CARRER PPE WTH ST. STEE BANDS. WTH SAND FLL, USE GROUT END CAPS (PLUG VENT TUBES AFTER SAND FLL) 3. CASNG SHALL BE WELDED SMOOTH STEEL PPE CONFORMNG TO ASTM A-53, GRADE B OR APPROVED EQUVALENT (Fy = 35, psi). LAST REv1s1N DATE: copyrght1996 WESTECH ENGNEERNG, NC. 4. CARRER PPE DAMETER & MATERAL AS PER DWGS. AUG FOR GRAVTY SEWER OR STORM CARRER PPES, THE CASNG ANNULAR SPACE SHALL BE COMPLETELY FLLED WTH SAND TO PREVENT FLOATATON OF CARRER PPE BY GROUNDWATER. 6. CARRER PPE SHALL BE COMPLETELY FLLED WTH WATER PROR TO NSTALLNG OR BLOWNG SAND. 7. NCREASE CASNG DA AS REQ'D TO ALLOW TRMMN OF CASNG SPACERS ON GRADE CRTCAL BORES BORE CASNG, CARRER PPE AND CASNG SPACER DETAL DAYTON, OR 58

90 FTTNG TEE, WYE, 9" BEND ; SZE & G) PLUGGED CROSS BEND BEND BEND (nches) HYDRA @ 2 * * * * * * * LARGER * * * * * * * * * * BEARNG AREA OF THRUST BLOCKS sa. ft.>. 1. ALL VALUES ARE BASED ON THE FOLLOWNG ASSUMPTONS: AVG. PRESSURE = 1 PS1 x 2 (safety factor); 15 PSF SOL BEARNG CAPACTY; --NORMAL-Dl~TRl~UTON -S~S+EM- Q!;SGN- VElOCTY NGT -TQ -EXCEED- 5- FPS ALL FlTllNGS SHALL BE WRAPPED N PLASllC PROR TO PLACEMENT OF CONCRElE. 3. BEARNG SURFACE OF THRUST BLOCKNG SHALL BE AGANST UNDSTURBED SOL. 4. TRUCK-MXED CONCRETE MX SHALL HAVE A MN. 28 DAY STRENGTH OF 33 PS (5" MAX SLUMP). USE OF HAND-MXED SACK-CRETE TYPE CONCRETE REQURES WRTTEN CTY APPROVAL PROR TO USE, AND SHALL BE 4 PS MX, MXED WTH MN AMOUNT OF WATER NECESSARY FOR WORKABLTY (5" MAX SLUMP). OF DRY SACK-CRETE MX (BAGS OR LOOSE MX) S PROHBTED FOR PERMANENT THRUST RESTRANT. 5. ALL PPE ZONES SHALL BE BACKFLLED WTH GRANULAR BACKFLL AND COMPACTED. 6. THRUST BLOCKS FOR PLUGGED CROSS AND PLUGGED TEE SHALL HAVE #4 REBAR LFTNG LOOPS NSTALLED AS SHOWN., 7. VERTCAL THRUST DETALS-SEE DWG STRADDLE BLOCK DETALS-SEE DWG * BLOCK TO UNDSTURBED TRENCH WALLS * * THRUST BLOCKS FOR PPES LARGER THAN 18" WLL BE NDVDUALLY DESGNED BY THE ENGNEER. SEE DETAL 511 USE STD. 6" F.H. Jft.7FT.' ~FT.' "'---UNDSTURBED SOL LAST REVSON DATE: SEPT 214 HORZONTAL THRUST BLOCKNG DAYTON, OR 51

91 3" CLEAR. (TYP) FLOW MATERALS CD CONCRETE STRADDLE (a) ONE SERRATED-LOCK STYLE SPLT-RNG RESTRANT HARNESS (ROMAC 6 OR EQUAL), OR (b) TWO RETANER GLAND WEDGE-STYLE RESTRA, SET OPPOSED (EBBA MEGA-LUG OR EQUAL). -WEDGE STYLE RESTRA SHALL BE WRAPPED WTH PLASTC PROR TO CONCRETE PLACEMENT. #4 REBAR EA. WAY, 12" O.C. B RETANER GLAND. t; Cf) MJ FTTNG, VALVE OR BLOWOFF. zo WW _Jm.~ ~~ ~ Cf) ~ CD z => PPE SZE 'W' 'D' 'T' 6" 12" 8" 12" 8" 16" 1 o" 12" 1 o" 2" 12" 12" 12" 24" 18" 18" TOP 'W' ~ ~---1-~=- il1! \~ -.fa? L±-_--_-±J l TRENCH WDTH + 2W l ~ A FRONT VEW w Cf) _J Wm _<( ~1- <(w >w Cf) >12" BY ENGNEER 1. STRADDLE BLOCKS FOR >12" PPE SHALL BE DESGNED NDVDUALLY BY THE ENGNEER AND SHALL BE BASED ON THE FOLLOWNG: a.) 2 PS WATER PRESSURE. b.) SOL BRG. CAPACTY, STEEL SZE & SPACNG BY THE ENGNEER. 2. BEARNG AREA OF BLOCK SHALL BE AGANST UNDSTURBED SOL. 3. STRADDLE BLOCK SHALL HAVE A MNMUM OF 18" COVER. 4. CONCRETE SHALL HAVE A MN. 28 DAY STRENGTH OF 33 PS. LAST REVSON DA TE: COPYfllGHT 1996 WESTECH ENGNEERNG, NC. JAN 214 STRADDLE BLOCK FOR,- 12" AND SMALLER PPE DAYTON, OR 511

92 1. GRAVTY VERTCAL THRUST BLOCKS SHALL BE DESGNED BY THE ENGNEER. 2. KEEP CONCRETE CLEAR OF JONT AND JONT ACCESSORES. FTTNGS SHALL BE WRAPPED N PLASTC PROR TO PLACEMENT OF CONCRETE. 3. CONCRETE THRUST BLOCKNG SHALL BE POURED AGANST UNDSTURBED EARTH. 4. CONCRETE MX SHALL HAVE A MN. 28 DAY STRENGTH OF 3 P.S.. 5. THRUST BLOCK VOLUMES FOR VERTCAL BENDS HAVNG UPWARD RESULTANT THRUSTS ARE BASED ON TEST PRESSURE OF 15 P.S.l.G. AND THE WEGHT OF CONCRETE = 45 LBS./CU.YD. 6. VERTCAL BENDS THAT REQURE A THR_UST BLOCK VOLUME EXCEEDNG 5 CUBC YARDS REQURE SPECAL BLOCKNG DETALS. SEE PLANS FOR VOLUMES SHOWN NSDE HEAVY LNE N TABLE. 7. ALL REBAR SHALL BE GALVANZED N ACCORDANCE WTH ASTM-123 (MN. 3.4 ML). REBAR SHALL BE BENT BEFORE GALVANZATON, AND LAST 4" OF BAR SHALL BE BENT 9 DEGREES WTH A 1 /2" RADUS BEND. REBAR SHALL BE TGHTLY FT TO RESTRANED FTTNG. 8. FOR HORZONTAL THRUST BLOCK DETALS SEE DRAWNG NO. 51. ~GALVANZED RODS ~ / OVER FTTNG AND EMBEDDED N CON CRETE (SEE TABLE FOR SZES). SZED LKE HORZONTAL THRUST BLOCKS PROFLE GRAVTY VERTCAL THRUST BLOCK PROFLE NORMAL VERTCAL THRUST BLOCK VOLUME OF THRUST BLOCK N CUBC YARDS FTTNG ROD EMBED- SZE SZE MENT (VERTCAL BENDS) 12" AND LESS #6 3" FTTNG BEND ANGLE SZE /2 11 1/ " - 16" #8 36" LAST REVSON DATE: SEPT 26 VERTCAL THRUST BLOCKNG DAYTON, OR 512

93 NOTE: WATER SERVCE LNE TO BE PERPENDCULAR TO STREET FROM METER BOX TO MANLNE. MN. 18" BETWEEN ADJACENT WATER LNE TAPS. ROTATE F REQ'D TO CENTER METER STOP & AVOD OBSTRUCTONS 3" MN. COVER SEE NOTE 6 NOTE: SERVCE SADDLES REQURED FOR ALL TAPS ON ALL MANLNES. (ROMAC 22NS, FORD FC22, OR EQUAL) PER ORS 92.44(7), METER BOXES t A MUST BE SET 1 MNMUM CLEAR FROM ~ ~ ~..._ ~ ANY SURVEY MONUMENT STAMP 2" TALL 11 W 11 N TOP j OF CURB AND GUTTER PAN ~ ~;;,~;~~;R~~f :i:;~~s~~l:rossng (Tl 1f '<l.. ~ ' J. <(. 3: A,. '. WLJ.. V5 <! [~'::~ SDEWALK FOR RESDENTAL USE ONLY. UP FROM HORZONTAL.. (CONNECT CENCORE BLUE HDPE (CTS OD SDR g 2 ~ MANLNE WRE PS) c.onformng To AWWA c91, use 2-3/8" : W/DBR WP SPLCE LONG NSERTS ON COMPRESSON FTTNGS KT BY 3 M co.) ") (McDONALD 6133T). SNGLE RESDENTAL SEE NOTE 6 ~ SERVCE: 1 11 (TYP) Q) BALL STYLE 1 11 LOCKNG ANGLE METER STOP, NSTALL NEW BALL FORD KV43-444WQ OR EQUAL. PROVDE ALL VALVE, RSER & COUPLNG SERVCES WTH 1" x 3/4 11 METER ADAPTER FOR RELOCATED/REPLACED Ci) WATER METER BOX PER PWDS 5.8.h.1 (13"x24" D, H2, GREY): METER ASSEMBLES. -DFW1324C4-12-BODY W/ DFW1324C-4T-LD. PROVDE ALL METER BOXES WTH KNOCKOUTS FOR TOUCH-READ HEADS. 1. SUBSTTUTES FOR ANY MATERALS SHOWN SHALL BE APPROVED BY THE PUBLC WORKS DRECTOR. 2. ALL PPE AND BACKFLL ZONES SHALL BE BACKFLLED USNG 3/4" MNUS GRANULAR MATERAL AND COMPACTED TO 92% MAX. DENSTY DETERMNED BY AASHTO T SET FRONT OF METER BOX BEHND BACK OF SDEWALK LOCATON AS SHOWN. 4. METER BOX SHALL BE CENTERED OVER THE COMPLETED METER ASSEMBLY ~-NCH MN. PPE SZE FOR COMMERCAL SERVCES. 6. FAR SDE COMMERCAL SERVCES SHALL BE NSTALLED N A 4" MN DA SCHED 4 PVC SLEEVE WHCH BEGNS 2 1 FROM MAN AND EXTENDS TO BACK OF FAR SDE SDEWALK. 7. TRACER WRE SPLCES SHALL USE USE WATERTGHT CONNECTON, TYPE DBR DRECT BURY SPLCE KT BY 3M COMPANY (OR EQUAL). SECTON A-A METER COUPLNG (TAL), BALL VALVE W/HANDLE (NO PADLOCK TABS) & 9" ELBOW. PROVDE PROR TO WATER METER N ST ALLA Tl ON. LAST REVSON DATE: COPYRGHT 1996 WESltCH ENGNEERNG, NC. OCT 217 TYPCAL 1" WATER SERVCE (HOPE SERVCE LNE) DAYTON, OR 515

94 LOCK WNG ANGLE BALL VALVE USE 2-3/8" LONG NSERTS FOR HOPE W/COMPRESSON FTTNGS (McDONALD 6133T OR EQUAL) ANGLE BALL VALVE W/ HANDLE 24"x36" METER BOX (2 REQ'D) SEE NOTE 5 7 1/4" ***VERFY SPACNG BASED ON ACTUAL METER TO BE NSTALLED ~." ::.. -~ --"'.... '... LOCK WNG BALL VALVE 1" BY-PASS TRACER/TONE W RE (CONNECT TO M NLNE WRE W/DBR WA ERPROOF SPLCE KT BY co.).: _.;,,.... SECTON A-A NOTE: PER ORS 92.44(7), METER BOXES MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT PACK JONT <( PVC PPE TO PROPERTY LNE, THEN PER PLUMBNG CODE FROM MPxSLP ADAPTER &.--~_... PROPERTY LNE TO BULDNG SCHED 8 BEND (TYP BOTH SDES AS APPLCABLr-t-t ~ FLOW ENCORE BLUE HPDE (CTS, DR 9, 2 PS, ***TYPCAL METER LENGTHS (VERFY) SWEEP NTO MPxCOMPRESSON FTTNG AT 1 ~" COMPOUND - 13" TYP, BOTTOM OF METER SETTER), or SCH ED 8 PVC 2" COMPOUND - 15}4'' TYP, W/FTTNGS AS SHOWN (CTY SDE) 2" TURBNE - 17" TYP. 1. METERSET TO BE FORD 7 SERES COPPERSETTER, #VBB86-15HB (1}f') OR #VBB87-15HB (2") WTH RASED LOCKNG BYPASS OR APPROVED EQUAL. 2. SUBSTTUTES FOR ANY MATERALS SHOWN SHALL BE APPROVED BY THE CTY ENGNEER. 3. ALL PPE AND BACKFLL ZONES SHALL BE BACKFLLED USNG 3/4" MNUS GRANULAR MATERAL AND COMPACTED TO 92% OPTMUM DENSTY PER AASHTO T SET FRONT OF METER BOX 3-NCHES BEHND SDEWALK (TYPCAL) FOR CURBLNE WALKS. NO METERS ON PRVATE PROPERTY WTHOUT A RECORDED EASEMENT. 5. METER BOX SHALL BE CENTERED OVER THE COMPLETED METER ASSEMBLY. METER BOX PER PWDS 5.8.H.1 (24"x36" D, H2, GREY) - DFW2436C4-12-BODY W/ DFW2436C-4T-LD. PROVDE WTH KNOCKOUTS FOR TOUCH-READ SENSORS. 6. COPPERSETTER, METER BOX, & ALL FTTNGS PROVDED BY CONTRACTOR. CONTRACTOR TO VERFY DMENSONS & CLEARANCE BASED ON ACTUAL METER TO BE PROVDED BY THE CTY. WATER METER NSTALLED BY CONTRACTOR UNDER CTY NSPECTON & APPROVAL. 7. SEE DETAL 517 FOR TAPPNG REQUREME. 8. lhreaded FEMALE PVC FTTNGS ARE NOT ALLOWED. LAST REVSON DA TE: OCT 217 COPYRGHT WESTECH ENGNEERNG, NC. 1-1/2" AND 2" METER SET W/1" HGH BY-PASS (HOPE or PVC SERVCE LNE) DAYTON, OR 516

95 USE 2-3/8" LONG NSERTS LOCK WNG ANGLE FOR HOPE W/COMPRESSON ANGLE BALL VALVE BALL VALVE FTTNGS (McDONALD 6133T OR EQUAL) +q.... q.. :.. 4+ '1 :. :.. q : <.jta. ~.. ***VERFY SPACNG BASED ON ACTUAL METER TO BE NSTALLED W/ HANDLE 24"x36" METER BOX (2 REQ'D) SEE NOTE 5 7 1/4" ~... ~: ';.. :... -ti... :.. LOCK WNG BALL VALVE 1" BY-PASS TRACER/TONE W RE (CONNECT TO M NLNE WRE W/DBR WA ERPROOF SPLCE KT BY co.) PACK JONT....; '1-" ;, ~..... SECTON A-A NOTE: PER ORS 92.44(7), METER BOXES MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT <( PVC PPE TO PROPERTY LNE, THEN PER PLUMBNG CODE FROM MPxSLP ADAPTER & -r #--- PROPERTY LNE TO BULDNG SCHED 8 BEND (TYP BOTH SDES AS APPLCABL.,... FLOW ENCORE BLUE HPDE (CTS, DR 9, 2 PS, ***TYPCAL METER LENGTHS (VERFY) SWEEP NTO MPxCOMPRESSON FTTNG AT 1}f' COMPOUND - 13" TYP, BOTTOM OF METER SETTER), or SCH ED 8 PVC 2" COMPOUND - 15'>4'' TYP, W/FTTNGS AS SHOWN (CTY SDE) 2" TURBNE - 17" TYP. 1. METERSET TO BE FORD 7 SERES COPPERSETTER, #VBB86-15HB (1 }f') OR #VBB87-15HB (2") WTH RASED LOCKNG BYPASS OR APPROVED EQUAL. 2. SUBSTTUTES FOR ANY MATERALS SHOWN SHALL BE APPROVED BY THE CTY ENGNEER. 3. ALL PPE AND BACKFLL ZONES SHALL BE BACKFLLED USNG 3/4" MNUS GRANULAR MATERAL AND COMPACTED TO 92% OPTMUM DENSTY PER AASHTO T SET FRONT OF METER BOX 3-NCHES BEHND SDEWALK (TYPCAL) FOR CURBLNE WALKS. NO METERS ON PRVATE PROPERTY WTHOUT A RECORDED EASEMENT. 5. METER BOX SHALL BE CENTERED OVER THE COMPLETED METER ASSEMBL~ METER BOX TO BE ARMORCAST -A61974PCX12 W/ A61975-H LD (NON-TRAFFC), - TRAFFC RA TED VERSON OF BOX/LD N TRAFFC AREAS. PROVDE WTH KNOCKOUTS FOR TOUCH-READ SENSORS. 6. COPPERSETTER, METER BOX, & ALL FTTNGS PROVDED BY CONTRACTOR. CONTRACTOR TO VERFY DMENSONS & CLEARANCE BASED ON ACTUAL METER TO BE PROVDED BY THE CTY. WATER METER NSTALLED BY CONTRACTOR UNDER CTY NSPECTON & APPROVAL. 7. SEE DETAL 517 FOR TAPPNG REQUREME. 8. THREADED FEMALE PVC FTTNGS ARE NOT ALLOWED. LAST REVSON DATE: COPYRGHT DEC 215 WESTECH ENGNEERNG, NC. 1-1/2" AND 2" METER SET W/1" HGH BY-PASS (HOPE or PVC SERVCE LNE) DAYTON, OR 516

96 STANDARD VALVE BOX & LD (VANCOUVER '91' STYLE) STAMP 2" TALL "W" N TOP OF CURB & GUTTERPAN AT PONT OF CROSSNG (TYP a:::: w > u z L -:.q N ::~... :"~:~ i... :~ ~: ~ ::.:-.: 4 :~: ~~~? ~:~~. :~ ~ :"/: b.... LOOP TONNG.>::.~-~~: ;.. ~.:.~ ~..-: ] ~~~~f WRE UP NTOL..:2:<~: _ ;~-.~.~~ t.~::~~~~~~-~~~ VALVE BOX...:......,. (DTL 51) NOTE: WATER SERVCE LNE TO BE PERPENDCULAR TO STREET FROM METER BOX TO MANLNE. PER SERVCE LNE TYPE, SWEEP FOR HOPE, FOR PVC, USE MPxSLP or COMPRESSON ADAPTER & 45 SLP BEND. MAN LNE TEE, (2. :.)) >~'.:.:: ~.~: ~- :.. ~:'. BALL STYLE CORP STOP W/BRASS COUPLNG )> -< - z ::::: (Jl ~ "-... RESTRANED MJ PLUG~ TAPPED TO SERVCE SZE. z - ~ 1(1) -i )> r= z p...- ~ - :::: )> - ~ - m - -u )> z ~ z,...,. - \J. < r;o o )> m en ;o O m G) c ;o m ;o <;om o en~ mmm r ;oz - <-1 z o en ~ m- SDE OUTLET USE 2-3/8" LONG NSERTS v ~ -J ~FLANGED FOR HOPE W/COMPRESSON Jt --f. t ~ FTTNGS (McDONALD 6133T f 1 ~ OR EQUAL) FAR SDE SLEEVE ---- (SEE NOTE 5) WATER MAN 2" & LARGER SERVCE BOXES MUST BE SET 1' MNMUM r )> ~ ~ )> ::: -< ~ Vi No z. Cl 1 J> r.1 NOTE: PER ORS 92.44(7), METER CLEAR FROM ANY SURVEY MONUMENT NOTES MATERALS CD FLG x MJ RESLENT WEDGE GATE VALVE PER AWWA C-59. 4" DA. OR SERVCE SZE, WHCHEVER S LARGER. EPOXY COATED PER AWWA BLUE HOPE (CTS, DR 9, 2 PS) W/OUT JO OR SCHEDULE 8 PVC PPE & FTTNGS PER DETAL 516 (3" MN COVER TO METER). FEMALE THREADED PVC FTTNGS ARE NOT ALLOWED. SEE DETAL 516 FOR CONFGURATON AT METER METER STOP ASSEMBLY W/BYPASS PER PUBLC WORKS REQUREME. SEE DETAL 516 FOR 1-1/2 & 2" METER BOX FOR 1-1/2" AND 2" SHALL BE PER DETAL 516. USE TRAFFC RATED VERSON OF BOX/LD FOR TRAFFC AREAS. METER VAULT FOR LARGER SERVCE PER PUBLC WORKS REQUREME. PROVDE W/TOUCH-READ SENSOR KNOCKOUT. SERVCE SADDLE REQURED (ROMAG 22NS, FORD FC22, OR EQUAL) 1-1 /2" SERVCE 1. SUBSTTUTES FOR ANY MATERAL SHOWN SHALL BE APPROVED BY THE CTY ENGNEER. 2. ALL PPE AND STRUCTURE ZONES SHALL BE BACKFLLED USNG 3/4" MNUS GRANULAR MATERAL AND COMPACTED TO 95% MAX DENSTY AS DETERMNED BY ASHTO T METER BOX SHALL BE CENTERED OVER THE COMPLETED METER AND FTTNG ASSEMBLY. 4. CUSTOMER SHALL NSTALL AN APPROVED BACKFLOW PREVENTON DEVCE ON PRVATE PROPERTY MMEDATELY DOWNSTREAM OF WATER METER F REQURED BY PUBLC WORKS. 5. FAR SDE COMMERCAL SERVCES SHALL BE NSTALLED N A 4" MN DA SCHED 4 PVC SLEEVE WHCH BEGNS 2' FROM MAN AND EXTENDS TO BACK OF FAR SDE SDEWALK. 7. METER BOXES N TRAFFC OR GRAVEL AREAS SHALL PROVDED WTH A 12" WDE x 6" MN. THCK CONCRETE COLLAR ALL AROUND THE METER BOX.

97 1" ALUMNUM SCREENED TEE VENT (DOWN ORENTED DOUBLE OUTLET) (MORRSON MR 155 OR EQUAL), MOUNT WTH SCREEN 12" MNMUM ABOVE GRADE. 17"X3" ARMORCAST METER BOX W /LD 1 "x3" BRASS NPPLE Ux1" 9" BEND. \ 6" DA. PPE BOLLARD PER DETAL 226. LOCATON PER PLANS (2 TYP, LOCATONS TO PROTECT METER BOX, PANT BLUE FOR POTABLE WATER, SEE NOTE 2). SECURE TO BOLLARD WTH STANLESS STEEL STRAP & HARDWARE PER DETAL PYLWOOD FORM & 1" BRASS OR PLASTC AS REQURED COPPER PPE,~ TO AVOD CONCRETE LENGTH VARES ~' T-ENCASEMENT OF RSER PPE. 1" BRASS UNON : : ; >.. : -::1 ~ 111" 11 ~T!==- ~Tff "ffi' m "TT~ rn~rftttitl :::rrc=:rn=::t-ri:d~~~~~===:e:~.:~~~:.,;..j::'~.:li_j 1 :: ; ---: A,.'.. ii.ll_tmj 1 lrnill- Y;,: J... ORENTATON OF vdn PPE. ~ L"( THROUGH BOX WALL AS. i: 1-.~ SHOWN ON PLANS OR AS...J~. -<: DRECTED (ORENTATON ON l.. u. DETAL S FOR CLARTY). 1" BALL STYLE CORPORATON STOP FORD FB-11 OR APPROVED EQUAL (ORENT NUT ON HORZONTAL CORP STOP TO FACE UPWARD) 1. RSER SHALL BE PROTECTED FROM VEHCULAR OR PEDESTRAN TRAFFC AS APPROVED BY THE CTY ENGNEER & PUBLC WORKS. 2. PANT BOLLARD & TOP SAFETY BLUE FOR POTABLE WATER APPLCATONS. 3. WHERE ARV ASSEMBLES ARE NSTALLED ADJACENT TO FENCES, BOLLARDS SHALL BE SET 3" MN CLEAR FROM FENCE UNLESS OTHERWSE APPROVED BY PROPERTY OWNER. 4. EXACT LOCATON OF RSER PENTRATON THROUGH BOX & BOLLARDS TO BE VERFED N FELD WTH CTY ENGNEER & PUBLC WORKS PROR TO RSER & BOLLARD NSTALLATON. 1" BRASS NPPLE & COUPLNG 1" BRASS 9" ELL 1 "x3" BRASS NPPLE 1" BRASS COUPLNG CONCRETE SUPPORT BLOCK COMPACTED 3/ GRAVEL,. 12" THCK (MN) LAST REVSON DATE: JO # AUG 213 1" COMBNATON AR RELEASE VAL VE (CARV) DAYTON, OR 518

98

99 1. METER VAULT & PPNG SHALL CONFORM TO REQUREME OF ALL PUBLC/PRVATE AGENCES HAVNG JURSDCTON. 2. METER VAULT SHALL BE PLACED WTHN RGHT-OF-WAY UNLESS OTHERWSE APPROVED (RECORDED EASEMENT TO THE CTY REQURED FOR ANY METER ON PRVATE PROPERTY). 3. ALL MATERALS (EXCEPT THE METER) SHALL BE FURNSHED & NSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL NSTALL A TEMPORARY SP ACER SPOOL BETWEEN METER!SOLA TON VALVES FOR TESTNG. THE TEMPORARY SPOOL SHALL MATCH THE LENGTH OF THE ACTUAL METER TO BE PROVDED BY THE CTY. 4. PPNG NSDE VAULT & THROUGH WALLS TO BE CL 52 DUCTLE RON, EXCEPT AS OTHERWSE SHOWN. 5. METER WLL BE SUPPLED BY THE CTY, BUT SHALL BE NSTALLED (AFTER PRESSURE & OTHER TESTNG OF METER VAULT PPNG) BY THE CONTRACTOR UNDER CTY NSPECTON AND APPROVAL (MOUNT TOUCH READ HEAD ON HNGE SDE OF ACCESS HATCH AT CTY APPROVED LOCATON). 6. SOLATON VALVES N METER VAULT SHALL BE NON-RSNG STEM GATE VALVE (EPOXY COATED) WTH 2-NCH SQUARE OPERATNG NUT. 7. ALL MJ CONNECTONS (NCLUDNG BYPASS LNE FTTNGS) SHALL BE ASSEMBLED WTH RETANER GLANDS (EBBA MEGA-LUGS OR APPROVED EQUAL). ROMAC ALPHA FC ALLOWED AS EQUAL FOR HYMAX GRP FC. 8. ALL PPE OPENNGS SHALL BE CORE DRLLED (REGARDLESS OF PRESENCE OF 'KNOCKOUTS'), AND SEALED WATERTGHT WTH NON-SHRNK GROUT. 9. PPE SUPPORTS SHALL BE GALVANZED STANDON S89 OR APPROVED EQUAL AT EACH SOLATON VALVE AND AT BYPASS VALVE. 1. METER VAULT TO BE UTLTY VAULT 687-WA OR APPROVED EQUAL, CONFORMNG WTH ASTM C-857. PROVDE ALUMNUM ANG.LE FRAME HATCH ( 48"x 72" MN) BY SYRACUSE CASTNGS WEST OR APPROVED EQUAL (HATCH COVER TOP TO BE SAND BLASTED NON-SLP). (1) TO BE 3 PSF PEDESTRAN RATED WHERE LD S SET MN. OF 9" ABOVE GRADE. (2) TO BE H-2 RATED F LD S LESS THAN 9" ABOVE GRADE, F LOCATED N TRAFF! C AREA. SET TOP AT FNSH GRADE N PAVED AREAS~ SLOPE SURFACE AWAY FROM VAULT -13 MN. 2' ANCHOR BLOCK (TYP), SZE AS " 1' " SHOWN, WTH FTllNG NSDE 2" BYPASS SOLATON 1 ~"'-'--...,..;;..CO=N~C~R=E~TE~P~ER~D~E~TA~l_L~5~1_1-+-_G_AT_E--,--VA~L~V~E-:--T_HR~x~T_H_R'W-:-~..,_-:rl'.' ;. :~,.~ ~ ~:-..,,.~~ /~ >: ::..:.<.':--c'. ~. "/..:,;.4_. ~: ~ ;;.": ~ ~-...,...-r ~.: ~... ~..,... '14.r c. ~-. : ~ ~ :..... :.... -~.., ALL BYPASS PPE TO BE,,,.-..., 2" SEAMLESS RED BRASS \ 4"1 A ' ~ : 1.:. ', A ~... ~. LADDER 3'-9".. ~ :.. ~ ~ :. -~. 18" DEEP SUMP & SUMP PUMP HATCH (D SHOWN). (SEE SECTON & NOTES) ---i:a.g+-p-.:r-- ASSEMBLY (DTL 528) PLAN..... :.. 4" ~.: ~.. '......a.,, 2" DOUBLE STRAF SERVCE SADDLE & CORP STOP W/COMPRESSON END (\'(.P) SET TOP 3'' MN ABOVE FNSH GRADE OUTSDE PAVED AREAS (SLOPE AWAY FROM VAULT). USE H-2 RATED HATCH F LD S LESS THAN 9" ABOVE FG ON ALL SDES. 4" 11. METER VAULT SHALL BE PROVDED WTH AN OSHA APPROVED GALVANZED STEEL LADDER AND ALUMNUM LADDER SAFETY EXTENSON. A TACH TO VAULT WTH STANLESS STEEL BOLTS. 12. CONTRACTOR TO NSTALL SUMP PUMP (5 GPM MN) WTH 12V POWER SUPPLY, ALONG WTH PRVATE POWER SOURCE. SUMP PUMP POWER SHALL CONFORM WTH NEC REQUREME AND BE NSTALLED N SCHEDULE 4 CONDUT. 13. SUMP PUMP DSCHARGE PPE SHALL BE 2-NCH SCHEDULE 4 PVC, PROVDED WTH UNON (FOR PUMP REMOVAL), CHECK VALVE AND SOLATON BALL VALVE. CONNECT DSCHARGE TO GRAVTY STORM DRAN OR CURB WEEP HOLE (AT LOCATON APPROVED BY PUBLC WORKS). 14. SUMP TO BE 18" ROUND PVC OR CONCRETE PPE. PROVDE FRP SUMP GRATE WTH CUTOUT FOR DSCHARGE PPNG (GRATE TO BE REMOVABLE WTHOUT DSASSEMBLNG DSCHARGE PPNG). PVC UNON &.. : :. ".. ~... ~'..: BALL CHECK :... : :. ~... : : VALVE " MN. COMPACTED GRANULAR BASEROCK UNDER VAULT 4"x3" REDUCER (FLxFL) HYMAX GRP FLANGE ADAPTER SLOPE FLOOR TO DRAN TO SUMP. ~...-.LlADDER &.. BYPASS VAL.Vt. Pl.PE: SlJP.PORJ bmhted,:.f.or.cl:arljy. ; :... :,. ~::.:.:.- : :'... :_.-:... _..::..... : : :: :...:: > :... :--..: -.:.. ' SECTON LAST REVSON DATE: COPYRGHT 21 ~ JUNE 217 3" DOMESTC WATER METER \ll:sleqi ENGNEERNG. NC. DAYTON, OR 523

100 1. METER VAULT & PPNG SHALL CONFORM TO REQUREME OF ALL PUBLC/PRVATE AGENCES HAVNG JURSDCTON. 2. METER VAULT SHALL BE PLACED WTHN RGHT-OF-WAY UNLESS OTHERWSE APPROVED (RECORDED EASEMENT TO THE CTY REQURED FOR ANY METER ON PRVATE PROPERTY). ANCHOR BLOCK (TYP), SZE AS SHOWN, WTH FTNG NSDE 2" BYPASS SOLATON CONCRETE PER DETAL 511 GATE VALVE THRxTHR,i. A ~ ,--,..._,...,.... ~.:... ALL BYPASS PPE TO BE,,,- -, 2" SEAMLESS RED BRASS \ ' /... ~. 3. ALL MATERALS (EXCEPT THE METER) SHALL BE FURNSHED & NSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL NSTALL A TEMPORARY SPACER SPOOL BETWEEN METER SOLATON VALVES FOR TESTNG. THE TEMPORARY SPOOL SHALL MATCH THE LENGTH OF THE ACTUAL METER TO BE PROVDED BY THE CTY. 4. PPNG NSDE VAULT & THROUGH WALLS TO BE CL 52 DUCTLE RON, EXCEPT AS OTHERWSE SHOWN. 5. METER WLL BE SUPPLED BY THE CTY, BUT SHALL BE NSTALLED (AFTER PRESSURE & OTHER TESTNG OF METER VAULT PPNG) BY THE CONTRACTOR UNDER CTY NSPECTON AND APPROVAL (MOUNT TOUCH READ HEAD ON HNGE SDE OF ACCESS HATCH AT CTY APPROVED LOCATON). 2'....,... ~ :.. :,.... ~ ~ :. '. :.Ac..~.., LADDER 2'-11" FLxPr-E-S-P-~-~... J_, " ~::. :.. METER PPE CENTERED ON VAULT END 2" DOUBLE STR. SERVCE SADDLE & CORP STOP W/COMPRESSO~ ENDiTYP) 6. SOLATON VALVES N METER VAULT SHALL BE NON-RSNG STEM GATE VALVE (EPOXY COATED) WTH 2-NCH SQUARE OPERATNG NUT. 7. ALL MJ CONNECTONS (NCLUDNG BYPASS LNE FTNGS) SHALL BE ASSEMBLED WTH RETANER GLANDS (EBBA MEGA-LUGS OR APPROVED EQUAL). ROMAC ALPHA FC ALLOWED AS EQUAL FOR HYMAX GRP FC. 8. ALL PPE OPENNGS SHALL BE CORE DRLLED (REGARDLESS OF PRESENCE OF 'KNOCKOUTS'), AND SEALED WATERTGHT WTH NON-SHRNK GROUT. 9. PPE SUPPORTS SHALL BE GALVANZED STANDON S89 OR APPROVED EQUAL AT EACH SOLATON VALVE AND AT BYPASS VALVE. 1. METER VAULT TO BE UTLTY VAULT 687-WA OR APPROVED EQUAL, CONFORMNG WTH ASTM C-857. PROVDE ALUMNUM ANGLE FRAME HATCH ( 48"x 72" MN) BY SYRACUSE CASTNGS WEST OR APPROVED EQUAL (HATCH COVER TOP TO BE SAND BLASTED NON-SLP). (1) TO BE 3 PSF PEDESTRAN RATED WHERE LD S SET MN. OF 9" ABOVE GRADE. (2) TO BE H-2 RATED F LD S LESS THAN 9" ABOVE GRADE, F LOCATED N TRAFFC AREA. SET TOP AT FNSH GRADE N PAVED AREAS, SLOPE SURFACE AWAY FROM VAULT 18" DEEP SUMP & SUMP PUMP (SEE SECTON & NOTES) HATCH (D SHOWN) ~.: SET TOP 3" MN ABOVE FNSH GRADE OUTSDE PAVED AREAS (SLOPE AWAY FROM VAULT). USE H-2 RATED HATCH F LD S LESS THAN 9" ABOVE FG ON ALL SDES. 11. METER VAULT SHALL BE PROVDED WTH AN OSHA APPROVED GALVANZED STEEL LADDER AND ALUMNUM LADDER SAFETY EXTENSON. ATTACH TO VAULT WTH STANLESS STEEL BOLTS. HYMAX GRP FLANGE ADAPTER 12. CONTRACTOR TO NSTALL SUMP PUMP. (5 GPM MN) WTH 12V POWER SUPPLY, ALONG WTH PRVATE POWER SOURCE. SUMP PUMP POWER SHALL CONFORM WTH NEC REQUREME AND BE NSTALLED N SCHEDULE 4 CONDUT. 13. SUMP PUMP DSCHARGE PPE SHALL BE 2-NCH SCHEDULE 4 PVC, PROVDED WTH UNON (FOR PUMP REMOVAL), CHECK VALVE AND SOLATON BALL VALVE. CONNECT DSCHARGE TO GRAVTY STORM DRAN OR CURB WEEP HOLE (AT LOCATON APPROVED BY PUBLC WORKS). LAST REVSON DATE: COP'RGllT 214 \\ S1ECH ENlllNEERNC, NC. JUNE 217 4" DOME$TC WATER METER 14. SUMP TO BE 18" ROUND PVC OR CONCRETE PPE. PROVDE FRP SUMP GRATE WTH CUTOUT FOR DSCHARGE PPNG (GRATE TO BE REMOVABLE WTHOUT DSASSEMBLNG DSCHARGE PPNG). DAYTON, OR 524

101 1. METER VAULT & PPNG SHALL CONFORM TO REQUREME OF ALL PUBLC/PRVATE AGENCES HAVNG JURSDCTON. 2. METER VAULT SHALL BE PLACED WTHN RGHT-OF-WAY UNLESS OTHERWSE APPROVED (RECORDED EASEMENT TO THE CTY REQURED FOR ANY METER ON PRVATE PROPERTY). 3. ALL MATERALS (EXCEPT THE METER) SHALL BE FURNSHED & NSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL NSTALL A TEMPORARY SPACER SPOOL BETWEEN METER SOLATON VALVES FOR TESTNG. THE TEMPORARY SPOOL SHALL MATCH THE LENGTH OF THE ACTUAL METER TO BE PROVDED BY THE CTY. 4. PPNG NSDE VAULT & THROUGH WALLS TO BE CL 52 DUCTLE RON, EXCEPT AS OTHERWSE SHOWN. ANCHOR BLOCK (TYP), SZE AS SHOWN, WTH FTNG NSDE 4" BYPASS SOLATON CONCRETE PER DETAL 511 GATE VALVE MJxMJ..:.A/'..:,A/: ~: ~"'.~,i.~.i~..a..,..._._...,,;s-.;.._~--=:...:...:...~...:-.:--"'-"---;---~..:.-~--=-~~~ " D BYPASS BYf ASS VALVE _/",.../. ~ ~ LOCK ASSEMBLY.. -~... PER DETAL ;... ~ sr'.. til... c ----;--- }... s b1 5. METER WLL BE SUPPLED BY THE CTY, BUT SHALL BE NSTALLED (AFTER PRESSURE & OTHER TESTNG OF METER VAULT PPNG) BY THE CONTRACTOR UNDER CTY NSPECTON AND APPROVAL (MOUNT TOUCH READ HEAD ON HNGE SDE OF ACCESS HATCH AT CTY APPROVED LOCATON). 6. SOLATON VALVES N METER VAULT SHALL BE NON-RSNG STEM GATE VALVE (EPOXY COATED) WTH 2-NCH SQUARE OPERATNG NUT. 7. ALL MJ CONNECTONS (NCLUDNG BYPASS LNE FTTNGS) SHALL BE ASSEMBLED WTH RETANER GLANDS (EBBA MEGA-LUGS OR APPROVED EQUAL). ROMAC ALPHA FC ALLOWED AS EQUAL FOR HYMAX GRP FC. 8. ALL PPE OPENNGS SHALL BE CORE DRLLED (REGARDLESS OF PRESENCE OF 'KNOCKOUTS'), AND SEALED WATERTGHT WTH NON-SHRNK GROUT. 9. PPE SUPPORTS SHALL BE GALVANZED STANDON S89 OR APPROVED EQUAL AT EACH SOLATON VALVE AND AT BYPASS VALVE. 1. METER VAULT TO BE UTLTY VAULT 687-WA OR APPROVED EQUAL, CONFORMNG WTH ASTM C-857. PROVDE ALUMNUM ANGLE FRAME HATCH ( 48"x 72" MN) BY SYRACUSE CASTNGS WEST OR APPROVED EQUAL (HATCH COVER TOP TO BE SAND BLASTED NON-SLP). (1) TO BE 3 PSF PEDESTRAN RATED WHERE LD S SET MN. OF 9" ABOVE GRADE. (2) TO BE H-2 RATED F LD S LESS THAN 9" ABOVE GRADE, o~--~ F LOCATED N TRAFFC AREA. 11. METER VAULT SHALL BE PROVDED WTH AN OSHA APPROVED GALVANZED STEEL LADDER AND ALUMNUM LADDER SAFETY EXTENSON. ATTACH TO VAULT WTH STANLESS STEEL BOLTS. 12. CONTRACTOR TO NSTALL SUMP PUMP (5 GPM MN) WTH 12V POWER SUPPLY, ALONG WTH PRVATE POWER SOURCE. SUMP PUMP POWER SHALL CONFORM WTH NEC REQUREME AND BE NSTALLED N SCHEDULE 4 CONDUT. 13. SUMP PUMP DSCHARGE PPE SHALL BE 2-NCH SCHEDULE 4 PVC, PROVDED WTH UNON (FOR PUMP REMOVAL), CHECK VALVE AND SOLATON BALL VALVE. CONNECT DSCHARGE TO GRAVTY STORM DRAN OR CURB WEEP HOLE (AT LOCATON APPROVED BY PUBLC WORKS). 14. SUMP TO BE 18" ROUND PVC OR CONCRETE PPE. PROVDE FRP SUMP GRATE WTH CUTOUT FOR DSCHARGE PPNG (GRATE TO BE REMOVABLE WTHOUT DSASSEMBLNG DSCHARGE PPNG)., 6"x4" MJ TEE W/ THRUST BLOCK (TYP) SET TOP AT FNSH GRADE N PAVED AREAS, SLOPE SURFACE AWAY FROM VAULT -13 Ml~ SUMP PUMP DSCHARGE & ELECTRCAL CONDUT 3'-3" :~... :.. ~" " DEEP SUMP & SUMP PUMP (SEE SECTON & NOTES) HYMAX GRP FLANGE ADAPTER SLOPE FLOOR TO DRAN TO SUMP PLAN HATCH (D SHOWN)..... " : ~: ; :... ~ :.. : "". or-- x " z <( (". '... ~ i:o ~::::::?:.... <1.... i:oo...-- "") METER PPE OFFSET ±7" FROM VAULT CENTERLNE ~----- SET TOP 3" MN ABOVE FNSH GRADE OUTSDE PAVED AREAS (SLOPE AWAY FROM VAULT). USE H-2 RATED HATCH F LD S LESS THAN 9" ABOVE FG ON ALL SDES. LAST REVSON DATE: COPYRGHT 214 \/. STECH ENGNEERNG, NC. JUNE 217 6" DOMESTC WATER METER DAYTON, OR 525

102 : 1. METER VAULT & PPNG SHALL CONFORM TO REQUREME OF ALL PUBLC/PRVATE AGENCES HAVNG JURSDCTON. 2. METER VAULT SHALL BE PLACED WTHN RGHT-OF-WAY UNLESS OTHERWSE APPROVED (RECORDED EASEMENT TO THE CTY REQURED FOR ANY METER ON PRVATE PROPERTY). 3. ALL MATERALS (EXCEPT THE METER) SHALL BE FURNSHED & NSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL NSTALL A TEMPORARY SP ACER SPOOL BETWEEN METER!SOLA TON VALVES FOR TESTNG. THE TEMPORARY SPOOL SHALL MATCH THE LENGTH OF THE ACTUAL METER TO BE PROVDED BY THE CTY. 4. PPNG NSDE VAULT & THROUGH WALLS TO BE CL 52 DUCTLE RON, EXCEPT AS OTHERWSE SHOWN. ANCHOR BLOCK (TYP), SZE AS SHOWN, WTH FTNG NSDE 6" BYPASS SOLATON CONCRETE PER DETAL 511 GATE VALVE MJxMJ 6" D BYPASS 2'-6 1/8" 5. METER WLL BE SUPPLED BY THE CTY, BUT SHALL BE NSTALLED (AFTER PRESSURE & OTHER TESTNG OF METER VAULT PPNG) BY THE CONTRACTOR UNDER CTY NSPECTON AND APPROVAL (MOUNT TOUCH READ HEAD ON HNGE SDE OF ACCESS HATCH AT CTY APPROVED LOCATON). 6. SOLATON VALVES N METER VAULT SHALL BE NON-RSNG STEM GATE VALVE (EPOXY COATED) WTH 2-NCH SQUARE OPERATNG NUT. 7. ALL MJ CONNECTONS (NCLUDNG BYPASS LNE FTTNGS) SHALL BE ASSEMBLED WTH RETANER GLANDS (EBBA MEGA-LUGS OR APPROVED EQUAL). ROMAG ALPHA FC ALLOWED AS EQUAL FOR HYMAX GRP FC. 8. ALL PPE OPENNGS SHALL BE CORE DRLLED (REGARDLESS OF PRESENCE OF 'KNOCKOUTS'), AND SEALED WATERTGHT WTH NON-SHRNK GROUT. 9. PPE SUPPORTS SHALL BE GALVANZED STANDON S89 OR APPROVED EQUAL AT EACH SOLATON VALVE AND AT BYPASS VALVE. 1. METER VAULT TO BE UTLTY VAULT 687-WA OR APPROVED EQUAL, CONFORMNG WTH ASTM C-857. PROVDE ALUMNUM ANGLE FRAME HATCH ( 48"x 72" MN) BY SYRACUSE CASTNGS WEST OR APPROVED EQUAL (HATCH COVER TOP TO BE SAND BLASTED NON-SLP). (1) TO BE 3 PSF PEDESTRAN RATED WHERE LD S SET MN. OF 9" ABOVE GRADE. (2) TO BE H-2 RATED F LD S LESS THAN 9" ABOVE GRADE, F LOCATED N TRAFFC AREA. 11. METER VAULT SHALL BE PROVDED WTH AN OSHA APPROVED GALVANZED STEEL LADDER AND ALUMNUM LADDER SAFETY EXTENSON. ATTACH TO VAULT WTH STANLESS STEEL BOLTS. 12. CONTRACTOR TO NSTALL SUMP PUMP (5 GPM MN) WTH 12V POWER SUPPLY, ALONG WTH PRVATE POWER SOURCE. SUMP PUMP POWER SHALL CONFORM WTH NEC REQUREME AND BE NSTALLED N SCHEDULE 4 CONDU~ 13. SUMP PUMP DSCHARGE PPE SHALL BE 2-NCH SCHEDULE 4 PVC, PROVDED WTH UNON (FOR PUMP REMOVAL), CHECK VALVE AND SOLATON BALL VALVE. CONNECT DSCHARGE TO GRAVTY STORM DRAN OR CURB WEEP HOLE (AT LOCATON APPROVED BY PUBLC WORKS). 14. SUMP TO BE 18" ROUND PVC OR CONCRETE PPE. PROVDE FRP. SUMP GRATE WTH CUTOUT FOR DSCHARGE PPNG (GRATE TO BE REMOVABLE WTHOUT DSASSEMBLNG DSCHARGE PPNG). ----==lli SET TOP AT FNSH GRADE N PAVED AREAS, SLOPE SURFACE AWAY FROM VAULT SUMP PUMP DSCHARGE & ELECTRCAL CONDUT r... :- "..... ~. :... :.::... GRANULAR :._ ffi : ::...._..'. :: -~. :. PVC BALL... BACKFLL N.. ~- :..: :< " VALVE.. JMPROVED :: _." AREAS co. 6:--. o-.. '~ '..: ~ ~; -> <':': _.;, "~.J.i : _ ": ~,,, ~.: :~ ~ f! -----k.11 j i S"D! ~~ ;~~ ~.:~-~.~--.. ~ ~:-~~.~~:- ~:.~-~-~.-~~- 18" DEEP SUMP & SUMP PUMP (SEE SECTON & NOTES) TEST PORT - ---ASSt:Mf3[y-- (DTL 528) HYMAX GRP FLANGE ADAPTER SLOPE FLOOR TO DRAN TO SUMP.. GA TE VAL VE :_..., (FLxMJ) METER PPE OFFSET ±1 o".- FROM VAULT CENTERLNE PLAN GRANULAR BASEROCK. "...'ladder" &."8YP.ASs. VALVE: PPE: SlJPPOR.T bmjte:o:.f.o~ :CLARTY: : UNDER VAULT. :.>... _ - ~"')... _;... ~. HATCH (D SHOWN). 4JA... A : ' ~: '4 Co ".' 1-"---'-""-'... '..<... :,. ~:: -.:_:.-. : :'.. :_..:.....::.: :: :... :....':'.".:.. :--. > -.: :-.: -.. SECTON.l ;t//j LAST REVSON DATE: JUNE 217 8" DOMESTC WATER METER COPYRGHT 21.._ ll.es'!ech ENGNEERNG, NC. DAYTON, OR 526

103 \ ~OT DP GALVANZE ~FTER FABRCATON \_ WELDED STEEL LOOPS (TYP OF 2) TOP VEW 5/8" GALVANZED CHAN, CUT TO LENGTH (LNK SZE AS REQURED TO ACCEPT PADLOCK HASP) CTY PADLOCK SDE VEW 1. UNLESS OTHERWSE REQURED BY PUBLC WORKS, PRO~DE ONE LOCK ASSEMBLY PER VAUL~ 2. VALVE LOCK ASSEMBLY TO BE HOT DP GALVANZED AFTER FABRCATON. LAST REVSON DATE: JO # AUG 214 WATER METER VAULT BYPASS VALVE LOCK DAYTON, OR 527

104 METER TEST PORT CONSSTNG OF SHORT BRASS NPPLE, BRASS BALL VALVE PROVSONS FOR LOCKNG HANDLE, & BRASS PLUG N TOP OF BALL VALVE (SZE TO MATCH TEST PORT ON METER). FLOW METER AS SPECFED (SEE SEP ARA TE DETAL) 1. UNLESS NOTED OTHERWSE ON DRAWNGS, ALL METERS 3" & LARGER SHALL BE PROVDED WTH A TEST PORT ASSEMBLY CONSSTNG OF NPPLE, BALL VALVE AND PLUG AS NOTED. LAST REVSON DATE: MAR 217 WATER METER TEST PORT ASSEMBLY DAYTON, OR 528

105 WATER METER[== SDE 6" MN. ] CUSTOMER SYSTEM SDE PLASTC OR POLYMER -- CONCRETE BOX, SZE & DEPTH AS REQURED FOR CLEARANCES LSTED. PLAN 3/4"-2" FEBCO MODEL 85 DOUBLE CHECK ASSEMBLY (OR EQUAL) (SEE PLANS FOR SPECFED SZE) NCREASER ALLOWED ON DOWN STREAM SDE (OPTONAL) /~-< ~~ ~~~%~~ ~~/( /<"'»//'-;_ ~~ / SURFACE PER PLAN SLOPE TO DRAN SURFACE FLOWS AWAY FROM BOX. MN. 6" THCK PEA ROCK OR CLEAN GRANULAR ROCK UNDER BOX FOOTPRNT. ELEVATDN ~.-----OUTLET PPE "' CONFGURATON PER ~~~to-"' "'CUSTOMER DESGN. "' "' "' "' TO CUSTOMER SYSTEM (DEPTH PER CUSTOMER DESGN) 1. VERFY THE ENCLOSURE/BOX DMENSONS & DEPTH ARE ADEQUATE FOR CLEARANCES SHOWN, BASED ON THE SZE OF THE DCA AND FTTNGS ACTUALLY PROVDED & NSTALLED. 2. ENCLOSURE/BOX SHALL BE CENTERED OVER THE COMPLETED DOUBLE CHECK ASSEMBLY. 3. PER OAR , DCA SHALL NOT BE SUBJECT TO CONTNUOUS MMERSON. 4. DCA's SHALL BE NSTALLED ABOVE THE 1 YEAR FLOOD LEVEL UNLESS OTHERWSE APPROVED N WRTNG BY THE PUBLC WORKS DRECTOR. 5. BYPASS LNES AROUND DOUBLE CHECK ASSEMBLES ARE NOT ALLOWED. 6. DCA's SHALL BE PROVDED WTH BRASS OR PLASTC PLUGS N ALL TEST PORTS. 7. DCA SHALL BE LOCATED ON PRVATE PROPERTY, AND SHALL NOT BE NSTALLED N SDEWALKS OR AREAS SUBJECT TO VEHCULAR TRAFFC. LAST REVSON DATE: JO # 8. THE PROPERTY OWNER S RESPONSBLE TO MANTAN A MNMUM OF 3 FEET OF MANTENANCE ACCESS WORKNG CLEARANCE AROUND DCA ENCLOSURES/BOXES. 9. PROR TO REQUESTNG APPROVAL OR FNAL NSPECTON BY THE CTY, CONTRACTOR SHALL HAVE DCA TESTED, AND COPES OF TEST REPORTS PROVDED TO PUBLC WORKS. 1 O.PROPERTY OWNER SHALL BE RESPONSBLE TO PROVDE FREEZE PROTECTON DURNG COLD WEATHER PERODS AS NECESSARY. AUG 215 STANDARD 2" AND SMALLER DOUBLE CHECK VALVE ASSEMBL. Y (DCA) DAYTON, OR 531

106 PAD MOUNTED FBERGLASS NSULATED ENCLOSURE W/HEATER, HOT BOX MODEL AS SHOWN ON TABLE (OR APPROVED EQUVALENT). ANCHOR ENCLOSURE TO CONCRETE PAD PER MANUFACTURER'S REQUREME. ELECTRCAL RECEPTCAL FOR HEAT TAPE (GF). PROVDE HEAT TAPE OR ENCLOSURE HEATER FOR ALL ABOVE GRADE PPNG. MOUNT RECEPTACLE 18" ABOVE SLAB ON TOP OF RGD CONDUT OR ON UN-STRUT. SCH 8 PVC PPE, TYPCAL BOTH VERTCAL RSERS RPBA HOT BOX DAMETER MODEL 1'' HB1 Hf' HB1 2" HB1.5 NOTE: VERFY HB SZE FOR OTHER MODEL RPBA DEVCES. REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) MFR'D BY FEBCO, MODEL 825YA (OR APPROVED EQUAL) DO NOT OBSTRUCT ENCLOSURE OPENNGS (TYP) ~-4" CONCRETE PAD SURFACE PER PLAN SLOPE TO DRAN 3" PPE SLEEVE - FELD LOCATE (TYP 2) ELECTRCAL CONDUT TO POWER SOURCE. COORDNATE AS REQ'D TO PROVDE 12V POWER. SCHEDULE 4 PVC FROM ,. WATER SERVCE, SZE AS SHOWN ON PLANS 1. RPBA- REDUCED PRESSURE BACKFLOW ASSEMBLY. 2. RPBA & VAULT NSTALLATON SHALL MEET STATE OF OREGON, DEPARTMENT OF HUMAN RESOURCES, HEAL TH DVSON REQUREME. 3. CONTRACTOR SHALL HAVE RPBA TESTED AND CERTFED PROR TO APPROVAL BY THE CTY. 4. RPBA & VAULT SHALL CONFORM TO REQUREME OF PUBLC/PRVATE AGENCES HAVNG JURSDCTON. 5. VAULTS SHALL HAVE A MNMUM OF 3' CLEARANCE FROM ALL OTHER VAULTS OR STRUCTURES. 6. VERFY ENCLOSURE DMENSONS ARE ADEQUATE FOR CLEARANCE BASED ON HEGHT. OF REDUCED PRESSURE ASSEMBLY. 7. ENCLOSURE SHALL BE CENTERED OVER THE COMPLETED REDUCED PRESSURE BACKFLOW ASSEMBL~ 8. POWER SHALL BE NSTALLED N SCHEDULE 4 RGD CONDUT PER NEC REQUREME. 9. ALL CONCRETE SHALL HAVE 3,3 PS COMPRESSVE 28 DAYS. 1. HOT BOX DRANAGE OPENNGS SHALL NOT BE OBSTRUCTED BY GRADNG OR PLANTNGS. 11. RPBA SHALL BE NSTALLED A MN. OF 12 NCHES ABOVE THE 1-YEAR FLOOD ELEVATON AS DETERMNED BY FEMA. t MN. 2" COMPACTED GRANULAR BASEROCK COMPACTED SUBGRADE SCHEDULE 4 PVC TO BULDNG. SZE AS SHOWN ON PLANS LAST REVSON DA TE: JO # OCT 214 STANDARD 2" AND SMALLER REDUCED PRESSURE BACKFLOW ASSEMBLY DAYTON, OR 541

107 HOT-BOX MODEL HBBFEM FBERGLASS ENCLOSURE 53" D 1/2" 53" D TYP. 13%" 26/4" OD 13%" 3" FEBCO ANCHOR ENCLOSURE 88V RPBA TO CONCRETE PAD WTH 2 PER MANUFACTURER'S OS&Y GATE REQUREME. VALVES 4" PCC SLAB 12" MN. ALL WAYS ELECTRCAL CONDUT TO POWER SOURCE. COORDNATE AS REQ'D TO PROVDE 12V POWER. 6'-8" CONCRETE PAD FRONT VEW 1. RPBA- REDUCED PRESSURE BACKFLOW ASSEMBLY. 2. RPBA & VAULT NSTALLATON SHALL MEET STATE OF OREGON, DEPARTMENT OF HUMAN RESOURCES, HEAL TH DVSON REQUREME. 3. CONTRACTOR SHALL HAVE RPBA TESTED AND CERTFED PROR TO APPROVAL BY THE CTY. 4. RPBA & VAULT SHALL CONFORM TO REQUREME OF PUBLC/PRVATE AGENCES HAVNG JURSDCTON. 5. VAULTS SHALL HAVE A MNMUM OF 3' CLEARANCE FROM ALL OTHER VAULTS OR STRUCTURES. 6. VERFY ENCLOSURE DMENSONS ARE ADEQUATE FOR EXPANSON JONT FLLER AT PPE PENETRATONS (TYP) ELECTRCAL RECEPTCAL FOR HEAT TAPE (GF). MOUNT RECEPTACLE 1 8" ABOVE SLAB ON TOP OF RGD CONDUT OR ON UN-STRUT. CLEARANCE BASED ON HEGHT OF REDUCED PRESSURE ASSEMBLY. 7. ENCLOSURE SHALL BE CENTERED OVER THE COMPLETED REDUCED PRESSURE BACKFLOW ASSEMBLY. 8. POWER SHALL BE NSTALLED N SCHEDULE 4 RGD CONDUT PER NEC REQUREME. 9. ALL CONCRETE SHALL HAVE 3,3 PS COMPRESSVE 28 DAYS. 1. HOT BOX DRANAGE OPENNGS SHALL NOT BE OBSTRUCTED BY GRADNG OR PLANTNGS. ELECTRCAL CONDUT TO POWER SOURCE. COORDNATE AS REQ'D TO PROVDE 12V POWER. SDE VEW 11. RPBA SHALL BE NSTALLED A MN. OF 12 NCHES ABOVE THE 1-YEAR FLOOD ELEVATON AS DETERMNED BY FEMA. 12. FNSH GRADE TO SLOPE AWAY FROM VAULT AT MN. SLOPE = 2% LAST REVSON DA TE: JO # OCT 214 3" REDUCED PRESSURE ASSEMBLY DAYTON, OR 543

108 MODEL NO. HB4E AS MANUFACTURED BY HOT BOX ( ) ANCHOR ENCLOSURE TO CONCRETE PAD 4"E: PER MANUFACTURER'S REQUREME ELECTRCAL RECEPTCAL (GF). MOUNT HOT BOX RECEPTACLE 18" ABOVE SLAB. HEATER =s 4" NOTE: VERFY VAULT SZE FOR OTHER MODEL BF DEVCES. 4" FEBCO 86 REDUCED PRESSURE ASSEMBLY (OR APPROVED EQUAL) WTH 2 OS&Y GATE VALVES (TYP) go VERT MJ BEND W/MEGALUGS (TYP EACH SDE) STANDON MODEL S ,~it----il..tl. ACCESS OPENNG ACCESS OPENNG PLAN OS&Y GATE VALVE (TYP) MEGAFLANGE (TYP EACH END) 9" VERT MJ BEND W/MEGALUGS (TYP EACH SDE) 12" MN. FLAN GE SUPP ORT OR,m--~ib!:::YF-r--i-=---"~"bl:::ldl~--rn.. ALL WAYS APPROVED EQUAL (TYP). 6" MN. COMPACTED GRANULAR BASEROCK PROVDE EXPANSON JONT FLLER AT PPE PENETRATONS (TYP) ELECTRCAL CONDUT TO POWER SOURCE. COORDNATE AS REQ'D TO PROVDE 12V POWER. 1. RPA- REDUCED PRESSURE ASSEMBLY 2. RPA & VAULT NSTALLATON SHALL MEET STATE OF OREGON, DEPARTMENT OF HUMAN RESOURCES, HEAL TH DVSON REQUREME. 3. CONTRACTOR SHALL HAVE RPA TESTED AND CERTFED PROR TO APPROVAL BY THE CTY. 4. RPA & VAULT SHALL CONFORM TO REQUREME OF PUBLC/PRVATE AGENCES HAVNG JURSDCTON. 5. VAULTS SHALL HAVE A MNMUM OF 3' CLEARANCE FROM ALL OTHER VAULTS OR STRUCTURES. 6. VERFY ENCLOSURE DMENSONS ARE ADEQUATE FOR SECTON go VERT MJ BEND W/THRUST BLOCK (TYP EACH SDE) CLEARANCE BASED ON HEGHT OF REDUCED PRESSURE ASSEMBLY. 7. ENCLOSURE SHALL BE CENTERED OVER THE COMPLETED REDUCED PRESSURE ASSEMBL~ 8. POWER SHALL BE NSTALLED N SCHEDULE 4 RGD CONDUT PER NEC REQUREME. 9. 'E' NDCATES THE ELECTRCAL RECEPTACLE. T SHALL BE MOUNTED A MN. OF 18" ABOVE THE SLAB. 12" MN. ALL WAYS FNSH GRADE TO SLOPE AWAY FROM VAULT AT MN. SLOPE = 2% 1. ALL CONCRETE SHALL HAVE 3,3 PS COMPRESSVE STRENGTH 28 DAYS. 11. HOT BOX DRANAGE OPENNGS SHALL NOT BE OBSTRUCTED BY GRADNG OR PLANTNGS. 12. RPA SHALL BE NSTALLED A MN. OF 12 NCHES ABOVE THE 1-YEAR FLOOD ELEVATON AS DETERMNED BY FEMA. LAST REVSON DA TE: JO # OCT 214 STANDARD 4" REDUCED PRESSURE ASSEMBLY DAYTON, OR 544

109 EASEMENT LNE OR P/L (~P) STANDARD VALVE BOX & LD (VANCOUVER '91 O' STYLE) STAMP 2" TALL "W" N TOP OF CURB & GUTTERPAN AT PONT OF CROSSNG (TYP LOOP TONNG WRE UP NTO VALVE BOX, TYP (DTL 51) RESTRANED MJ PLUG TAPPED TO FRE SERVCE SZE AS APPLCABLE. NOTE: PER ORS 92.44(7), FRE LNE MUST BE SET 1' MNMUM CLEAR FROM ANY SURVEY MONUMENT NOTE: FRE SERVCE LNE TO BE PERPENDCULAR FROM MANLNE TO PROPERTY LNE OR EASEMENT BOUNDARY. RESTRANED MJ CAP (TO BE REMOVED AFTER FAR SDE FRE SERVCE S TESTED & DSNFECTED & READY FOR EXTENSON TO BACKFLOW DEVCE) FRE SERVCE LNE TO BACKFLOW DEVCE. 3" & SMALLER SERVCE \ MAN LNE TEE, SDE OUTLET FLANGED (NEAR SDE & FAR SDE TEE & SERVCE CONFGURATON SHOWN FOR CLARTY) WATER MANLNE SHOWN UNDER SDEWALK AS EXAMPLE. USE SAME CONFGURATON FOR WATERLNES ALONG OTHER ALGNME. 4" & LARGER SERVCE )> -< - z :;::o 1 1 ~() O ~z ~z ; m.,, z () ::: o - m r cn )> z m ~ ::: ::: ::: (/) Qm< m o :::o c m cn ::: r mmz _m ~ s:m () z m - - (j) r )> (/) ~ ftl ;o u..., - ~ Ci N z ~ )> (J1 r'.1 MATERALS CD FLG x MJ RESLENT WEDGE GATE VALVE PER AWWA C-59. 4" DA. OR FRE SERVCE SZE, WHCHEVER S LARGER. EPOXY COATED PER AWWA C-55. ~ CLASS 52 DUCTLE RON PPE REQURED WTHN RGHT-OF-WAY OR EASEMENT BOUNDARY, TYP. 4" DA OR FRE SERVCE SZE, WHCHEVER S LARGER. NOTES 1. SUBSTTUTES -FOR ANY MATERAL SHOWN SHALL BE APPROVED BY THE CTY ENGNEER. 2. ALL PPE AND STRUCTURE ZONES SHALL BE BACKFLLED USNG 3/4" MNUS GRANULAR MATERAL AND COMPACTED TO 95% MAX DENSTY AS DETERMNED BY ASHTO T FRE SERVCE LNE BEYOND PROPERTY OR EASEMENT LNE TO BE NFPA & NSF 61 APPROVED. 4. CUSTOMER SHALL NSTALL AN APPROVED BACKFLOW PREVENTON DEVCE ON PRVATE PROPERTY AT A LOCATON APPROVED BY PUBLC WORKS.

110

111 PROVDE BALL DRP DRAN VALVE TO DRAN FDC, ETHER ON UTLTY VAULT 676-WA CHECK VALVE OR WTH HORZONTAL TAPPNG SADDLE ~'> (5'6" x 6'" D) NSTALL "FORWARD FLOW lest PORr PER q~i ' W/H-2 RATED LD, 4" FEBCO 856 DOUBLE CHECK DETECTOR ASSEMBLY DTL 559 UNLESS ALT. LOCATON APPROVED. ~ OR.. EQUVALENT WTH 2 OS& Y GA TE VALVES, OR AP PR VED EQUAL....,..., , ,.-,,...,...,..-...,.,---,.~--,-\ ,---+-j -:-:-:: :..,.->--,: ~-... >--.<.~ ~ E~E CTR CAL CON Du T CAST-N-PLACE CONCRETE THRUST COLLAR : FOR SUMP PUMP WTH RETANER GLAND CENTERED N CONCRETE F.D.C. PER FRE DEPT. (TYPCAL BOTH ENDS) ~,, REQUREME, LOCATE 4 AS SHOWN ON PLANS. 4" CL. 52 D.. PPE TO FNSH GRADE 1. DCDA- DOUBLE CHECK DETECTOR ASSEMBLY 12,, -~... :. ~ 4" CL. 52 D.. FLG X MJ ADAPTER FDC-FRE DEPARTMENT CONNECTON. :. 6" :~~.. W RETANER GLAND 2. DCDA SHALL CONFORM TO REQUREME OF PUBLC/PRVATE AGENCES HAVNG JURSDCTON. 3. DCDA & VAULT NSTALLATON SHALL MEET STATE OF OREGON, DEPARTMENT OF HUMAN RESOURCES, HEAL TH DVSON REQUREME. 4. CONTRACTOR SHALL HAVE DCDA TESTED AND CERTFED PROR TO ACCEPTANCE BY OWNER. 5. FDC SHALL NOT EXT THROUGH THE TOP OF THE VAULT. 6. ALL PPE OPENNGS SHALL BE SEALED WTH NON-SHRNK WATERTGHT GROUT. 7. BENDS, CROSSES AND TEES SHALL NOT BE NSTALLED WTHN 5 FEET OF THE OUTSDE VAULT WALL. 8. ALL VAULTS SHALL MEET OR EXCEED ASTM C-857. ALL VAULT CONCRETE TO BE DAYS. REBAR TO BE ASTM A-615 GRADE SUMP PUMP WTH POWER SUPPLY SHALL BE NSTALLED UNLESS OTHERWSE APPROVED BY PUBLC WORKS. 1. SUMP DSCHARGE SHALL BE PLUMBED TO FACE OF STREET CURB OR OTHER DSPOSAL PONT APPROVED BY LOCAL JURSDCTON (SEE OAR f). 11. SUMP PUMP POWER SHALL BE NSTALLED N SCHEDULE 4 RGD CONDUT PER NEC REQUREME. ALUMNUM HATCH (SEE NOTE 14) 12. THRUST COLLAR CONCRETE SHALL BE DAYS. 4''~-.. : > :.. :... : :. : -~:. :.-~... :~ ~ ,-... :..... : :... ~ : PROVDE REMOTE READER (TOUCH READ HEAD) FOR... :-.'... ":>:..-.. ~ DETECTOR LOOP PER LOCAL JURSDCTON ~:. ~- REQUREME, MOUNTED ON HNGE EDGE OF HATCH. 14. ALUMNUM ANGLE FRAME HATCH (3'"x 5'6" MN) SHALL BE BY SYRACUSE CASTNGS WEST OR APPROVED EQUAL (SAND BLASTED NON-SLP). (1) TO BE 3 PSF PEDESTRAN RA TED EXKD-3666-RPC WHERE LD S SE:T MN. OF 9" ABOVE GRADE. (2) TO BE H-2 RATED ECHD-3666-RPC F LD S LESS THAN 9" ABOVE GRADE, OR S N TRAFFC AREA. 15. OSHA APPROVED GALVANZED STEEL LADDER & ALUMNUM LADDER SAFETY EXTENSON. ~~>OC~<SOOWJ~~~-+...,._=: " PLAN 6" MN. SET TOP 1" MN. ABOVE FG. OUTSDE PAVED AREAS. USE H-2 RATED HATCH F LD S LESS THAN 9" ABOVE FG ON ALL SDES. UTLTY VAULT GLOBE OR WAFER STYLE SLENT CHECK VALVE.W/BALL DRP VALVE. STANDON MODEL S89 '-----".--=..:o:;;=-~..., 1 '---J~ ~--d:::!~:=:;::::==:::;::p-~++- FLAN GE SUP PORT OR 6" MN. COMPACTED GRANULAR BASEROCK SECTON " SCH. 4 PVC SUMP PUMP DSCHARGE LNE. PLUMB TO FACE OF CURB OR OTHER APPROVED DSPOSAL PONT. PROVDE 3" MNMUM COVER. -- 4" DOUBLE CHECK DETECTOR ASSY, WTH CTY 1-J.~.~: ~ +--t-r2" BALL CHECK VALVE APPR'D METER & REMOTE ~--r-.-unon READ HEAD (BY HATCH OR ~~~ MEGAFLANGE OTHER LOCATON APPR'D BY!..,_(TYP. 4 BOTH ENDS) PUBLC WORKS) MN 5 GPM SUMP PUMP WTH POWER SUPPLY. CONTRACTOR TO COORDNATE WTH BULDNG CONTRACTOR TO CONNECT SUMP PUMP TO BULDNG POWER. LAST REVSON DA TE: FEB 216 JO# STANDARD 4" DOUBLE CHECK DETECTOR ASSEMBLY W/FDC DAYTON, OR 554

112 5. FDC SHALL NOT EXT THROUGH THE TOP OF THE VAULT. 6. ALL PPE OPENNGS SHALL BE SEALED WTH NON-SHRNK WATERTGHT GROUT. 7. BENDS, CROSSES AND TEES SHALL NOT BE NSTALLED WTHN 5 FEET OF THE OUTSDE VAULT WALL. 8. ALL VAULTS SHALL MEET OR EXCEED ASTM C-857. ALL VAULT CONCRETE TO BE DAYS. REBAR TO BE ASTM A-615 GRADE 6. CD ")....;r. 24" MN. ALUMNUM HATCH (SEE NOTE 14) SET TOP AT~ FNSH GRADE N PAVED AREAS _.. 13 MUi 1.1~;~g~~~Jf,~~~~A~~~~S~Dl~~6!s:~LE;oo6~rE '.~ : \::'.~::; ~>::::::?~~;> ~ ;;;: D~;~; i~.:~n, ". :.. ~: :::..:</ '. ' A. A.'1:;--,~.--::.-..,-.,..'--:~~--~- -. ~ " ,-._...,...:..., r:zi."'.--:4-:-... -,i,.,.."a-.,-_ r:-~ PLAN 11. SUMP PUMP POWER SHALL BE NSTALLED N :....:_.,:.,..--.:_-..; KOR-N-SEAL BOOT SCHEDULE 4 RGD CONDUT PER NEC REQM. =: ,... _:.-:.,_-_ :.:: (TYP BOTH ENDS) THRUST COLLAR CONCRETE SHALL BE DAYS... ;. ~ -.;. : >~.... ;.'....,._..,. 13. PROVDE REMOTE READER (TOUCH READ HEAD) FOR DETECTOR LOOP PER LOCAL JURSDCTON.,: :.... :ll. REQUREME, MOUNTED ON HNGE EDGE OF HATCH. 14. ALUMNUM ANGLE FRAME HATCH (3'"x 5'6" MN) SHALL BE BY SYRACUSE CASTNGS WEST OR ~- 8 -,,_:_::::~ :..:...: _...:..:. '-L-rJ~...r:::~~;+---t-H APPROVED EQUAL (SAND BLASTED NON-SLP). (1) TO BE 3 PSF PEDESTRAN RATED EXKD-3666-RPC WHERE LD S SET MN. OF 9" ABOVE GRADE. (2) TO BE H-2 RATED ECHD-3666-RPC F LD S LESS THAN 9" ABOVE GRADE, OR S N TRAFFC AREA. 15. OSHA APPROVED GALVANZED STEEL LADDER & ALUMNUM LADDER SAFETY EXTENSON. 6" MN. SET TOP 1" MN. ABOVE FG. OUTSDE PAVED AREAS. USE H-2 RATED HATCH F LD S LESS THAN 9" ABOVE FG ON ALL SDES " MN. COMPACTED GRANULAR BASEROCK.. 6" x 8" REDUCER (TYP BOTH ENDS) ~ FRE DEPT. CONNECTON SET MN. 36" / ABOVE GRADE UNLESS OTHERWSE REQURED BY FRE DEPT. ~-- 4" SCH, 8 GALV. STEEL NPPLE ---4" GALV. STEEL COMPANON FLANGE / ~ 4" CL. 52 D.. FLG X MJ ADAPTER ~~~---:-:-~~~r=;1/ ~ W/RETANER GLAND 9. SUMP PUMP WTH POWER SUPPLY SHALL BE.... : :."".. 1'----' , 'r;:-----~-----,.. 1 r-' NSTALLED UNLESS OTHERWSE APPROVED BY ~GRA}.JUlAR aackfi LL ~- LADDER & " MN. CLEARANCE WHEN PUBLC WORKS. N MPROV~D AREAS ~ SAFETY EXT.. UTLTY~~-. O.S.&Y. VALVE S FULLY OPEN VAULT ~--ELECTRCAL CONDUT FOR SUMP PUMP POWER. SEE ELECTRCAL PLANS. PROVDE MN. 3" COVER. ~ 2" SCH 4 PVC SUMP PUMP DSCHARGE f LNE. PLUMB TO FACE OF CURB OR...-ft'---'----'----' '-~ OTHER APPROVED DSPOSAL PONT. PROVDE 3" MNMUM COVER " DOUBLE CHECK DETECTOR ASSY, WTH CTY 2" BALL CHECK VALVE APPR'D METER & REMOTE READ HEAD (BY HATCH OR UNON OTHER LOCATON APPR'D B ~---++-~~~~1MEGAFLANGE (TYP. BOTH.--~_P_U_B_L_C~W_O~RK_S~)~~~~~ ENDS) LAST REVSON DATE: JO # FEB 216 STANDARD o:: f.-:. :.+ ~ll..:.....:<t.!._ J-. --STANDON MODEL S89 6" DOUBLE CHECK FLANGE SUPPORT OR DETECTOR ASSEMBLY APPROVED EQUAL (TYP). W/FDC ~-MN 5 GPM SUMP PUMP WTH POWER SUPPLY. CONTRACTOR TO COORDNATE WTH BULDNG CONTRACTOR TO CONNECT SUMP PUMP TO BULDNG POWER. DAYTON, OR 555

113 8" FEBCO 856 DOUBLE CHECK DETECTOR ASSEMBLY WTH 2 OS&Y GATE VALVES, OR APPROVED EQUAL CAST-N-PLACE CONCRETE THRUST COLLAR WTH RETANER GLAND CENTERED N CONCRETE (TYPCAL BOTH ENDS) 1. DCDA- DOUBLE CHECK DETECTOR ASSEMBLY FDC-FRE DEPARTMENT CONNECTON. 2. DCDA SHALL CONFORM TO REQUREME OF PUBLC/PRVATE AGENCES HAVNG JURSDCTON. 3. DCDA & VAULT NSTALLATON SHALL MEET STATE OF OREGON, DEPARTMENT OF HUMAN RESOURCES, HEAL TH DVSON REQUREME. 4. CONTRACTOR SHALL HAVE DCDA TESTED AND CERTFED PROR TO ACCEPTANCE BY OWNER. 5. FDC SHALL NOT EXT THROUGH THE TOP OF THE VAULT. 6. ALL PPE OPENNGS SHALL BE SEALED WTH KOH-N-SEAL RUBBER BOOTS, EXCEPT AS NOTED. 7. BENDS, CROSSES AND TEES SHALL NOT BE NSTALLED WTHN 5 FEET OF THE OUTSDE VAULT WALL. 8. ALL VAULTS SHALL MEET OR EXCEED ASTM C-857. ALL VAULT CONCRETE TO BE DAYS. REBAR TO BE ASTM A-615 GRADE SUMP PUMP WTH POWER SUPPLY SHALL BE NSTALLED UNLESS OTHERWSE APPROVED BY PUBLC WORKS. 1. SUMP DSCHARGE SHALL BE PLUMBED TO FACE OF STREET CURB OR OTHER DSPOSAL PONT APPROVED BY LOCAL JURSDCTON (SEE OAR f). 11. SUMP PUMP POWER SHALL BE NSTALLED N SCHEDULE 4 RGD CONDUT PER NEC REQM. 12. THRUST COLLAR CONCRETE SHALL BE DAYS. 13. PROVDE REMOTE READER (TOUCH READ HEAD) FOR DETECTOR LOOP PER LOCAL JURSDCTON REQUREME, MOUNTED ON HNGE EDGE OF HATCH. 14. ALUMNUM ANGLE FRAME HATCH (3'"x 5'6" MN) SHALL BE BY SYRACUSE CASTNGS WEST OR APPROVED EQUAL (SAND BLASTED NON-SLP). (1) TO BE 3 PSF PEDESTRAN RA TED EXKD-3666-RPC WHERE LD S SET MN. OF 9" ABOVE GRADE. (2) TO BE H-2 RATED ECHD-3666-RPC F LD S LESS THAN 9" ABOVE GRADE, OR S N TRAFFC AREA. 15. OSHA APPROVED GALVANZED STEEL LADDER & ALUMNUM LADDER SAFETY EXTENSON. PROVDE BALL DRP DRAN VALVE TO DRAN FDC, ETHER ON CHECK VALVE OR WTH HORZONTAL TAPPNG SADDLE ALUMNUM HATCH (SEE NOTE 14) d.... ~......' :.-.os&y..: ".. " GATE"" " VALVE,_...,.. :»... >: ~ '..._ 't : ~ T~#.):; -_ "><.-..~ " PLAN UTLTY VAULT 516-WA (5'" x 1'6" D) W/H-2 RATED LD, OR EQUVALENT. ELECTRCAL CONDUT FOR SUMP PUMP,, F.D.C. PER FRE DEPT. REQM. LOCATE AS SHOWN ON PLANS. 4" CL. 52 D.. PPE TO FNSH GRADE 4" CL. 52 D.. FLG X MJ ADAPTER W /RETANER GLAND 4" GLOBE OR WAFER STYLE SLENT CHECK VALVE W/BALL DRP VALVE. ~FRE DEPT. CONNECTON SET MN. 36" SET TOP 1" MN. ABOVE FG. OUTSDE PAVED ~ ABOVE GRADE UNLESS OTHERWSE AREAS. USE H-2 RATED HATCH F LD S REQURED BY FRE DEPT. LESS THAN 9" ABOVE FG ON ALL SDES. --4" SCH, 8 GALV. STEEL NPPLE ~- 4" GALV. STEEL COMPANON FLANGE./ " CL. 52 D.. FLG X MJ ADAPTER CORE VAULT TO PPE DA +3" MN, KOR-N-SEAL BOOT (TYP. BOTH ENDS) --:=!:!~SEE LADDER SAFETY EXT N TE 15) 6" MN. COMPACTED GRANULAR BASEROCK STANDON MODEL S89 FLANGE SUPPORT OR APPROVED EQUAL (TYP). SECTON ~a---:-:---::-;. ----:---,...-:1--"'~~:::;i~_ 7 % M NW /R ET Al N ER GLAND.. 1- ~ 6" MN. CLEARANCE WHEN O.S.&Y. VALVE S FULLY OPEN 4" ~-- ELECTRCAL CONDUT FOR SUMP PUMP POWER. SEE ELECTRCAL PLANS. PROVDE MN. 3" COVER. 2" TRUE UNON BALL VALVE ~ 2" SCH 4 PVC SUMP PUMP DSCHARGE LNE. PLUMB TO FACE STREET CURB OR OTHER APPROVED DSPOSAL PONT. PROVDE 3" MNMUM COVER. -8" DOUBLE CHECK DETECTOR ASSY, WTH CTY ~+.-' J-12'' BALL CHECK VALVE APPR'D METER & REMOTE ~-11--'- '---t--r---+-unon READ HEAD (BY HATCH OR MN 5 GPM SUMP PUMP WTH POWER SUPPLY. CONTRACTOR TO COORDNATE WTH BULDNG CONTRACTOR TO CONNECT SUMP PUMP TO BULDNG POWER. MEGAFLANGE OTHER LOCATON APPR'D BY YP. BOTH ENDS) PUBLC WORKS) LAST REVSON DA TE: FEB 216 JO# STANDARD 8" DOUBLE CHECK DETECTOR ASSEMBLY W/FDC DAYTON, OR 556