|
A :.1 fv C�-r RM 920 fit
<br />EMH CR J TA
<br />.. -
<br />_ RIM 919.73 !� 111h
<br />N0 n RIM 920.6$- v -
<br />N 1 -
<br />I -
<br />PP
<br />`MH `
<br />� 4TR 0r1ET � �
<br />1� _
<br />FP
<br />CO INV
<br />-914.145 CO INIV Ev� CS
<br />• / -974.78 - _
<br />CO RIM 920.68 _
<br />YNV
<br />�• j 914-t6 UE 'r'_, {!f
<br />• CO IHV i 4;�I - 4�_�1
<br />` �• =914.16 I'I HWL 817.4 - � `'� 1 G�-
<br />•♦�+ �; !� / 1 �= �'�• 1YT SLP
<br />7=.
<br />TR T -141_
<br />CIS 04
<br />EX
<br />Ire:
<br />RKM 916.20 ` f / RIM 3191
<br />IN! 5 914.73 II �' T3�INV 5 916,6.12
<br />I STRUMURE
<br />BLDG
<br />'
<br />•�•
<br />1
<br />■
<br />FSU'LD9
<br />E�g
<br />A`�a Thr
<br />•
<br />.
<br />STORM ---
<br />$ 4a
<br />$
<br />0
<br />.. i
<br />f
<br />■
<br />■
<br />V31n.
<br />�I
<br />'w�"
<br />~ i
<br />CB
<br />NA
<br />>t
<br />RIM 913,QR
<br />7
<br />24 LF- OF 12 RCP PIPE O 0.42%. CBMH j2
<br />CATCK BASIN
<br />=TORN --'
<br />:EWER`
<br />MANHOLE
<br />IN ' NW 914.86..(12' RCP
<br />�
<br />�•
<br />CO LT] INV 3
<br />,re ta,OD
<br />�' - CO f/V
<br />- -
<br />Q ❑
<br />TRTMHO
<br />'•
<br />��
<br />TINV -985.90
<br />=H7 OU' a
<br />,,
<br />=91RA0\\ Go
<br />x, \\
<br />I
<br />IN EW 914.09_('5" RSP-
<br />�TMp� 7i--� IN'.' S =15.75 (10-
<br />W
<br />d
<br />RIM d20II;I IN" NW 915.75 (12" RCP)
<br />166 LF• OF 12" RCP PIPE a 0.37%• CB e4
<br />CB 43
<br />f:.
<br />R-2535
<br />918.35
<br />rrj r9
<br />2
<br />49 LF. OF 4' PERF, PVC PIPE O 1.34%,
<br />CB #4
<br />27
<br />R-2535
<br />917.00
<br />INV. SE 913.76
<br />INN. NW 913.90
<br />53 LF, OF 4' PERF, PVC PIPE a 0.49%,
<br />•
<br />. � ` �•
<br />1
<br />❑S CB 1#3 1
<br />R
<br />`
<br />12" WV. SVT 914.08
<br />/A„ SFO ., `•
<br />i5 RL
<br />EX
<br />Ire:
<br />RKM 916.20 ` f / RIM 3191
<br />IN! 5 914.73 II �' T3�INV 5 916,6.12
<br />a�y - ♦ ! i j - .. FENE 908.08 (6" RSH S n
<br />%ceL]j� /2 4 ! nv 5 90¢.35 (a PVG s
<br />• i C
<br />• L. e
<br />RIM 917.39
<br />STUNV i INV 3E 992,9- (21" RCPjj
<br />i IN,
<br />IM: NE 11^-9R 05 �TY..f) j
<br />CB
<br />a,
<br />STORM SEWER TABLE i �r
<br />I STRUMURE
<br />BLDG
<br />■
<br />I' �;i
<br />■
<br />H
<br />12" RCP
<br />BYENSIOh
<br />■
<br />STORM ---
<br />--
<br />f
<br />SEWER
<br />f
<br />■
<br />■
<br />Devotion
<br />�I
<br />'w�"
<br />~ i
<br />CB
<br />NA
<br />i
<br />RIM 913,QR
<br />12" RLP
<br />24 LF- OF 12 RCP PIPE O 0.42%. CBMH j2
<br />CATCK BASIN
<br />=TORN --'
<br />:EWER`
<br />MANHOLE
<br />IN ' NW 914.86..(12' RCP
<br />TRV. SE 813.10
<br />i
<br />IN'.- SE 914.60 (12" -RCP
<br />- -
<br />i !
<br />IN NE ?14.06 (?2" RCP
<br />.
<br />N" NE 915.3 (12" N.P)
<br />29 LF- OF 12" RCP PIPE O 4.31%. CB /3
<br />IN EW 914.09_('5" RSP-
<br />�TMp� 7i--� IN'.' S =15.75 (10-
<br />W
<br />d
<br />RIM d20II;I IN" NW 915.75 (12" RCP)
<br />166 LF• OF 12" RCP PIPE a 0.37%• CB e4
<br />CB 43
<br />f:.
<br />R-2535
<br />918.35
<br />rrj r9
<br />2
<br />49 LF. OF 4' PERF, PVC PIPE O 1.34%,
<br />CB #4
<br />27
<br />R-2535
<br />917.00
<br />INV. SE 913.76
<br />INN. NW 913.90
<br />53 LF, OF 4' PERF, PVC PIPE a 0.49%,
<br />CD
<br />`
<br />12" WV. SVT 914.08
<br />3 R!M 920.01
<br />a�y - ♦ ! i j - .. FENE 908.08 (6" RSH S n
<br />%ceL]j� /2 4 ! nv 5 90¢.35 (a PVG s
<br />• i C
<br />• L. e
<br />RIM 917.39
<br />STUNV i INV 3E 992,9- (21" RCPjj
<br />i IN,
<br />IM: NE 11^-9R 05 �TY..f) j
<br />CB
<br />a,
<br />STORM SEWER TABLE i �r
<br />JN LF
<br />°+a � 3 i:TE BENCHMARK;
<br />TOP NUT 4{
<br />•� ;� _ 922.08 i ;
<br />t�:
<br />1UTILITY PLAN
<br />30
<br />PROPOSEDIAN
<br />I STRUMURE
<br />BLDG
<br />.'rg
<br />CONSTRUCTION LIMITS-•---'-'-'�
<br />Rerxil Mark
<br />STRUCTURE
<br />BYENSIOh
<br />ASTIAIN
<br />TCP EI-WTION
<br />INVERT ELEVATOR
<br />PIPE LENGTH. DIAMETER. SLOPE R NEXT UPSTREAM STRUCTURE
<br />IDM nnrATOh
<br />(ACHES}
<br />CASTING
<br />Devotion
<br />STORM SEWER
<br />>
<br />EX. STUB oil
<br />NA
<br />HA
<br />NA
<br />IMV. Me 913x0
<br />24 LF- OF 12 RCP PIPE O 0.42%. CBMH j2
<br />CATCK BASIN
<br />i
<br />MANHOLE
<br />Manhole
<br />TRV. SE 813.10
<br />Minimum
<br />CBMH /2
<br />48
<br />R-3087
<br />918.25
<br />INV. NE 913.10
<br />29 LF- OF 12" RCP PIPE O 4.31%. CB /3
<br />0
<br />I
<br />W
<br />d
<br />INV. Me 913.10
<br />166 LF• OF 12" RCP PIPE a 0.37%• CB e4
<br />CB 43
<br />2-
<br />R-2535
<br />918.35
<br />12" INN. SE 91435
<br />4" IKV. NW 915.00
<br />49 LF. OF 4' PERF, PVC PIPE O 1.34%,
<br />CB #4
<br />27
<br />R-2535
<br />917.00
<br />INV. SE 913.76
<br />INN. NW 913.90
<br />53 LF, OF 4' PERF, PVC PIPE a 0.49%,
<br />CD
<br />copyright 2016
<br />12" WV. SVT 914.08
<br />EX CB /5
<br />NA
<br />NA
<br />918.20
<br />4 INV.
<br />. OF 12" RCP PIPE a 3.20%, CB 06
<br />�9'4-"
<br />12" INV.4'NV.F.
<br />ce /6
<br />27
<br />R-2535
<br />918.25
<br />OF 4"PERF. P'VC PIPE a 0.65%,
<br />JN LF
<br />°+a � 3 i:TE BENCHMARK;
<br />TOP NUT 4{
<br />•� ;� _ 922.08 i ;
<br />t�:
<br />1UTILITY PLAN
<br />30
<br />PROPOSEDIAN
<br />SYMBOLS
<br />BLDG
<br />.'rg
<br />CONSTRUCTION LIMITS-•---'-'-'�
<br />Rerxil Mark
<br />PROPERTY LINE
<br />- -
<br />SAWCUT LINE (APPROX.)-
<br />- - - - --
<br />SANITARY SEWER '
<br />0
<br />WATER PIPE
<br />i
<br />GRAN TILE--��---
<br />Devotion
<br />STORM SEWER
<br />>
<br />FIRE HYORANT
<br />Bnished Floor CL-tf-
<br />GATE VALVE
<br />M
<br />CLrkNOUr
<br />•
<br />CATCK BASIN
<br />i
<br />MANHOLE
<br />Manhole
<br />KEYED NOTES
<br />KEYED NOTES ARE DENOTED BY ® ON PLAN.
<br />�j R9MOVE PLUG AND CORRECT TO EXISTING 6' PVC SANITARY SEWER STUB AT INV. 910.40. FOLLOW
<br />ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS.
<br />❑2 INSTALL SANITARY SEWER CLE.AFIOUT AT INV. 910.84• FO LI' W ALL CITY OF HUGO STANDARDS AND
<br />SPECIFICATIONS REFER TO DETAIL 5/C500-
<br />❑B INSTALL 85 -FEET OF 6 -INCH PVC PIPE AT 2.00x TO INVERT OF 911.72. STUB TO WITHIN 5 -FEET OF
<br />PROPOSED BUILDWIG. COORDINATE EXACT LOCATION AND INVERT REVAT10N 1YM MECHIAMC L
<br />CONTRACTOR PRIOR TO THE START OF CONSIRUCIIdY.
<br />© REMOVE PLUG AND CONNECT TO EXISTING 6 -INCH WATER MAIN. EXTEND 6 -INCH WATER MAN
<br />APPROXIMATELY 36 -FEET. FOLLOW ANL CITY OF HUGO STANDARDS AND SPECIFICATIONS.
<br />❑5 INSTALL S -INCH BY 6 -INCH TEE. FOLLOW ALL CITY DF HUGO STANDARDS AND SPECIFICAPONS.
<br />REFER TO DETAIL 1/C5D1.
<br />© INSTALL FIRE HI AND METE VALVE FOLLOW ALL CRY OF HUGO SIANDAROS AND SPECIFICATIONS
<br />REFER TO DETAIL 7/CSOO-
<br />STUB TYPE K COPPER WATERTO WITHIN 5-FFFT OF
<br />LOCATION 2 -INCH
<br />AND 1AIV W aZW M vWIH SUEC CNMWJL CONTRACTOR PRIOR TOI THE STC OF COORDINATE
<br />CONSTRUCTION. REFER TO DETAIL 8,'CSOD.
<br />REMOVE PLUG AND CONNECI m EXISTNC SPECIFICATIONS. REM
<br />RCP SNB AT IFN. 913,OD. FDk.1L ,DW ACITY OF
<br />HUGO STANOFRDS AND SPECCATIONS. REFER TO STORM SEWER TABLE BELOW FOR PIPE
<br />EXTENSIONS.
<br />❑9 INSTALL 4-ITLE. NCH PVC DRAIN TCONTRACTOR SHAINSTALL A 4 -INCH PCLEANOUT AT THE ENO
<br />OF EACH PIPE. REFER TO DEFAL 4/C501.
<br />1p CORE DRILL EXISTING CB (f5 AT INV. 914-73 FOR PROPOSED RPE CONNECTION- ORo7F SEAL AROUND
<br />OPENING. FOLLOW ALL CITY OF MOO STANDARDS AND SPECIFICATXX45-
<br />17 INSTALL RAW GUARDIAN PER DETAIL "/C501. FOLLOW MANUFACTURES RECOMMENDATIONS FOR
<br />INSTALtAT10N-
<br />UTILITY NOTES
<br />L MORONI SEANCE COMRECTIGM IOCUMNS 9 THE IRMOR9 M,IH ONE NECNM RL CDN,W4M PASR M M`F`RUCIXIN NO
<br />AD,i,,I CDMPENSN, N TRL EE ALLCRBD FOR DRCODRCMam WOM
<br />2. SEWER SFRACE ttVUgmON S MAN LESS TEN 5 Fir] OF CHER OER WE TOP OF POE AE TO BE IRMI.AED.
<br />NSNATXN Su„ i 9E L45TALLED FROM WE CPNNECIICN OF WE SERVICE AT WE WILDNC T7 TIE PDM WfH THE SE -CF
<br />RUNS 5 MET w WNEA. CaaRMTOR M
<br />si CBINI WWMN PEIamI MM mi:wca DR DATNEER R■DR N
<br />NSTAIMTM OF NB1A910N.
<br />& PTmIEICT ILL OUSINC S1WOD.YREs AND ,AATIES WIWa1 Arg [Nor 5 m M ME REMCPFD.
<br />4 Al SDNEII AND WiNIM CROSSINGS HAM- TYNE A 1&I VDR SDWM113N OF 1.5 FEET AND Ie3aTONTA SDIDF
<br />19 rEET. FCLLCR ALL HALT DEPARWRNT A CRY CE IAIXO AVD re.•AMRL"TON COW1Y SWIDWDE
<br />5- ALL INTER AWNS 51ULL M OIIMM DON IPE, 15Ass 5E UNLESS N3TED OTIERAII
<br />B. ALL MW MN SxAAL NINE A LMNN M DEPTH OF 4V KN OF 4D TEET OVETE TCP CF 'TINIER UMRL
<br />7. NIIOADE TNTST BLOCKING ON AL TM1EA NM PNI C■Y OF HUGD. RRDYIDE VW" -G" JDRT RE"'I cN ALL eENArV,
<br />:AYES, Ti9, PI MID NmRAM LEADS
<br />4 SA SEINEN PIRN• SMALL BE SDR 35 PVC UMTS NOTED OMENWEE
<br />R. 9TDR11 EENSIt PING SHWA 9E RFINFDRCFD COIKREIE PPE (AICPA ,w1ESS FOTTL 911EITWSE. AlE 'ZbRCx TWUNN
<br />OIL-IHDI REP SEDRY sDYFR PNE SHNL GF9S 5. ICP PPE WR41:A ,INN ,9-1MIN SCOL
<br />BE CLASS 3 MIESS MGM
<br />pTR3 R5E
<br />10. WNIWLTp4 ANE m CDOPDRWIE AL 110RX WDN SNS. NEDIND. TJ:ETSON MA T.LLTSRDxE C01PAL' E6 PNCR T] SrARr W
<br />fL1191R11C11CN.
<br />It. ILL PO W AC NIOR TE pO.MItE RIM SMSECER SeTEN 1DOVET WnNN ,o-FFET aF TIE WAIDRIT 9R YRIER $ERPME UME SWIL RE
<br />TEM IN AW1■1 WEPUIRIBNO CODE
<br />Rz,
<br />ILL JD111TS AND C i;FPR OI6 ES ME 9RARI R AW MUS >BE BE GIS MI OR 1 `W „pr, N ALS m Nf1
<br />TO W -XM
<br />CAS �p4 AN �CI,E�R s1�NC�TH65 Oeii1�R NM ME w�M.IS�PDA9E A]ERIr, pTA'E REN�RT�LIDR�.- RtJD "s "I"
<br />M Wm ONLY FDR RPAR9 AND WNRWRONS OF EINTRNO UNES CWSNNNORD WITH SNLH .IQIIIS.
<br />P .
<br />THE
<br />ARCHITECTS
<br />212 Third Ave N Suite 460
<br />Minneapolis, MN 55401
<br />www.foundatkavchtorn
<br />p. 612346.5430
<br />f. 612340.5431
<br />eaNeh i � 1era� ! Re`N r1 i Fr TqP` 1 �'
<br />FnjRNPA s1 rig nR M � r „O(iN YWee W dINN nwrnA
<br />I certify that this plea specifkatiorL or
<br />report was prepared by me 9I under
<br />my direct supervision and that I am a
<br />duly Licensed Profeselond Engineer
<br />under the laws of the state of ILiraTesota
<br />Joel W. Maier
<br />Date OB 24 2016 Reg. No, 19181
<br />ABBREVIATIONS
<br />BLDG
<br />.'rg
<br />BM
<br />Rerxil Mark
<br />CIS
<br />CaLch Basin
<br />CO
<br />GINA Dut
<br />CONIC
<br />Concrete
<br />DIP
<br />Ductile hon Pipe
<br />ELEV
<br />Devotion
<br />EH
<br />EA'sling
<br />FFE
<br />Bnished Floor CL-tf-
<br />HDPE
<br />High Density Polyethylam
<br />INV
<br />1-1
<br />MAX
<br />Minimum
<br />MH
<br />Manhole
<br />M'N
<br />Minimum
<br />PVC
<br />P*Wrry' Chloride
<br />RCP
<br />ReinTpCed Conerebe Pi e
<br />KEYED NOTES
<br />KEYED NOTES ARE DENOTED BY ® ON PLAN.
<br />�j R9MOVE PLUG AND CORRECT TO EXISTING 6' PVC SANITARY SEWER STUB AT INV. 910.40. FOLLOW
<br />ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS.
<br />❑2 INSTALL SANITARY SEWER CLE.AFIOUT AT INV. 910.84• FO LI' W ALL CITY OF HUGO STANDARDS AND
<br />SPECIFICATIONS REFER TO DETAIL 5/C500-
<br />❑B INSTALL 85 -FEET OF 6 -INCH PVC PIPE AT 2.00x TO INVERT OF 911.72. STUB TO WITHIN 5 -FEET OF
<br />PROPOSED BUILDWIG. COORDINATE EXACT LOCATION AND INVERT REVAT10N 1YM MECHIAMC L
<br />CONTRACTOR PRIOR TO THE START OF CONSIRUCIIdY.
<br />© REMOVE PLUG AND CONNECT TO EXISTING 6 -INCH WATER MAIN. EXTEND 6 -INCH WATER MAN
<br />APPROXIMATELY 36 -FEET. FOLLOW ANL CITY OF HUGO STANDARDS AND SPECIFICATIONS.
<br />❑5 INSTALL S -INCH BY 6 -INCH TEE. FOLLOW ALL CITY DF HUGO STANDARDS AND SPECIFICAPONS.
<br />REFER TO DETAIL 1/C5D1.
<br />© INSTALL FIRE HI AND METE VALVE FOLLOW ALL CRY OF HUGO SIANDAROS AND SPECIFICATIONS
<br />REFER TO DETAIL 7/CSOO-
<br />STUB TYPE K COPPER WATERTO WITHIN 5-FFFT OF
<br />LOCATION 2 -INCH
<br />AND 1AIV W aZW M vWIH SUEC CNMWJL CONTRACTOR PRIOR TOI THE STC OF COORDINATE
<br />CONSTRUCTION. REFER TO DETAIL 8,'CSOD.
<br />REMOVE PLUG AND CONNECI m EXISTNC SPECIFICATIONS. REM
<br />RCP SNB AT IFN. 913,OD. FDk.1L ,DW ACITY OF
<br />HUGO STANOFRDS AND SPECCATIONS. REFER TO STORM SEWER TABLE BELOW FOR PIPE
<br />EXTENSIONS.
<br />❑9 INSTALL 4-ITLE. NCH PVC DRAIN TCONTRACTOR SHAINSTALL A 4 -INCH PCLEANOUT AT THE ENO
<br />OF EACH PIPE. REFER TO DEFAL 4/C501.
<br />1p CORE DRILL EXISTING CB (f5 AT INV. 914-73 FOR PROPOSED RPE CONNECTION- ORo7F SEAL AROUND
<br />OPENING. FOLLOW ALL CITY OF MOO STANDARDS AND SPECIFICATXX45-
<br />17 INSTALL RAW GUARDIAN PER DETAIL "/C501. FOLLOW MANUFACTURES RECOMMENDATIONS FOR
<br />INSTALtAT10N-
<br />UTILITY NOTES
<br />L MORONI SEANCE COMRECTIGM IOCUMNS 9 THE IRMOR9 M,IH ONE NECNM RL CDN,W4M PASR M M`F`RUCIXIN NO
<br />AD,i,,I CDMPENSN, N TRL EE ALLCRBD FOR DRCODRCMam WOM
<br />2. SEWER SFRACE ttVUgmON S MAN LESS TEN 5 Fir] OF CHER OER WE TOP OF POE AE TO BE IRMI.AED.
<br />NSNATXN Su„ i 9E L45TALLED FROM WE CPNNECIICN OF WE SERVICE AT WE WILDNC T7 TIE PDM WfH THE SE -CF
<br />RUNS 5 MET w WNEA. CaaRMTOR M
<br />si CBINI WWMN PEIamI MM mi:wca DR DATNEER R■DR N
<br />NSTAIMTM OF NB1A910N.
<br />& PTmIEICT ILL OUSINC S1WOD.YREs AND ,AATIES WIWa1 Arg [Nor 5 m M ME REMCPFD.
<br />4 Al SDNEII AND WiNIM CROSSINGS HAM- TYNE A 1&I VDR SDWM113N OF 1.5 FEET AND Ie3aTONTA SDIDF
<br />19 rEET. FCLLCR ALL HALT DEPARWRNT A CRY CE IAIXO AVD re.•AMRL"TON COW1Y SWIDWDE
<br />5- ALL INTER AWNS 51ULL M OIIMM DON IPE, 15Ass 5E UNLESS N3TED OTIERAII
<br />B. ALL MW MN SxAAL NINE A LMNN M DEPTH OF 4V KN OF 4D TEET OVETE TCP CF 'TINIER UMRL
<br />7. NIIOADE TNTST BLOCKING ON AL TM1EA NM PNI C■Y OF HUGD. RRDYIDE VW" -G" JDRT RE"'I cN ALL eENArV,
<br />:AYES, Ti9, PI MID NmRAM LEADS
<br />4 SA SEINEN PIRN• SMALL BE SDR 35 PVC UMTS NOTED OMENWEE
<br />R. 9TDR11 EENSIt PING SHWA 9E RFINFDRCFD COIKREIE PPE (AICPA ,w1ESS FOTTL 911EITWSE. AlE 'ZbRCx TWUNN
<br />OIL-IHDI REP SEDRY sDYFR PNE SHNL GF9S 5. ICP PPE WR41:A ,INN ,9-1MIN SCOL
<br />BE CLASS 3 MIESS MGM
<br />pTR3 R5E
<br />10. WNIWLTp4 ANE m CDOPDRWIE AL 110RX WDN SNS. NEDIND. TJ:ETSON MA T.LLTSRDxE C01PAL' E6 PNCR T] SrARr W
<br />fL1191R11C11CN.
<br />It. ILL PO W AC NIOR TE pO.MItE RIM SMSECER SeTEN 1DOVET WnNN ,o-FFET aF TIE WAIDRIT 9R YRIER $ERPME UME SWIL RE
<br />TEM IN AW1■1 WEPUIRIBNO CODE
<br />Rz,
<br />ILL JD111TS AND C i;FPR OI6 ES ME 9RARI R AW MUS >BE BE GIS MI OR 1 `W „pr, N ALS m Nf1
<br />TO W -XM
<br />CAS �p4 AN �CI,E�R s1�NC�TH65 Oeii1�R NM ME w�M.IS�PDA9E A]ERIr, pTA'E REN�RT�LIDR�.- RtJD "s "I"
<br />M Wm ONLY FDR RPAR9 AND WNRWRONS OF EINTRNO UNES CWSNNNORD WITH SNLH .IQIIIS.
<br />P .
<br />THE
<br />ARCHITECTS
<br />212 Third Ave N Suite 460
<br />Minneapolis, MN 55401
<br />www.foundatkavchtorn
<br />p. 612346.5430
<br />f. 612340.5431
<br />eaNeh i � 1era� ! Re`N r1 i Fr TqP` 1 �'
<br />FnjRNPA s1 rig nR M � r „O(iN YWee W dINN nwrnA
<br />I certify that this plea specifkatiorL or
<br />report was prepared by me 9I under
<br />my direct supervision and that I am a
<br />duly Licensed Profeselond Engineer
<br />under the laws of the state of ILiraTesota
<br />Joel W. Maier
<br />Date OB 24 2016 Reg. No, 19181
<br />UTILITY PLAN
<br />Day 08.24.2016
<br />PmIeRX Number 16127
<br />C300
<br />R..V
<br />Z
<br />W
<br />J=
<br />a
<br />m
<br />0
<br />O
<br />W
<br />d
<br />CD
<br />Scr)r5
<br />Y
<br />7
<br />O
<br />CD
<br />copyright 2016
<br />-
<br />UTILITY PLAN
<br />Day 08.24.2016
<br />PmIeRX Number 16127
<br />C300
<br />
|