|
'Ctly'Yi�}• `yip
<br />:7a s
<br />�h
<br />ca
<br />RIM W9.73
<br />Ui
<br />Y IV,)
<br />CB -
<br />►� iMR
<br />Go
<br />♦ +, iU-4116 CD ON 'ir_ EMH
<br />/ 11L =914,18
<br />\ S -9 INV
<br />• w 1N%v f �J
<br />=914.t8f HITZ
<br />♦sur
<br />\,.r
<br />o �
<br />p � '
<br />% ^ r ♦
<br />t. _ ♦ 1
<br />� 7
<br />CO INV 3
<br />�, •e1Q 00
<br />•� T CO INV
<br />d9t5.90
<br />TRE;+�
<br />'MH
<br />♦
<br />-r I,J . /.-. .. _ 1, \fid• �
<br />OJR9 - ♦ L �,-1 � f
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<br />2 I
<br />` ❑5 CB t/3 4
<br />tj.}� RC
<br />1A,' ` 4 'LOAM .7 i I
<br />♦ Corm/2 4 / i
<br />r P
<br />♦ �, � c NC � � HIM c
<br />INC
<br />INC h
<br />IV
<br />NV' h
<br />CB
<br />STORM SEWER TABLE �.: _
<br />1 UTILITY PLAN
<br />30 '
<br />ca
<br />RIM 920.69
<br />.� SLP `1
<br />STRUCTURE
<br />M ,ng
<br />CONSTRUCTION LIMITS
<br />ger 1E Mark
<br />STRUCTURE
<br />71MENS'ON
<br />1
<br />L J�`�3-LO
<br />RLP ELEVATION'
<br />iNVFRT ELEVATION
<br />PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE
<br />,OFhTIF!i1'T01.
<br />(;LACHES)
<br />CASTIN
<br />CASTING
<br />---'�---
<br />STORM SEWER
<br />}�-
<br />EX. 9 -UB /1
<br />NA
<br />NA
<br />NA
<br />N:. NW 913.00
<br />24 L.F. OF 12" RCP PIPE O 0.427. CBMH /2
<br />RIM 91 B.20
<br />■
<br />/ RIM
<br />S 916.12
<br />IH' S 914.73
<br />IMV. SE 913.10
<br />�,' �IN'1
<br />CBMM If2
<br />48
<br />R-3057
<br />918.25
<br />OI:. HE 913.10
<br />29 L.F. OF 12' RCP PIPE O 4.31%.CB /3
<br />NE
<br />N
<br />12' P".P
<br />MN. NW 913.10
<br />!90 LE OF 12" RCP PIPE O 0.37X, CB 04
<br />STrIRM
<br />9MER_..
<br />12' INV. SE 9!4.35
<br />CB f3
<br />27
<br />R-2535
<br />918,35
<br />4 IM'. NW 915.PD
<br />49 F. OF 4' PERF. PVC PIPE O 1.84X,
<br />CB /4
<br />27
<br />R-2535
<br />917.00
<br />W. SE 913.78
<br />INV. RN 913,90
<br />53 I.. F. OF 4' PERF. FVC PIPE O 0.4'.`X,
<br />EX ce /5
<br />KA
<br />NA
<br />919.20
<br />12" INV. SW 914.08
<br />4 INV. N 914.13
<br />25 L.F. OF 12" RCP PIPE a 3,20%. CB /6
<br />14.06 (12 RCP -
<br />IN" RE 915.73 (12" RLP)
<br />1$.02 f15 RCPj.
<br />12` IN. S 914.85
<br />IN' C ,f 15.75 (10" PY,;)
<br />W /8
<br />27
<br />R-2535
<br />818.25
<br />4' INVV. NW 915.50
<br />102 L.F. OF 4' PERF._PVC PIPE • 0.65X.-- -
<br />1 UTILITY PLAN
<br />30 '
<br />ca
<br />RIM 920.69
<br />.� SLP `1
<br />SY1113CH
<br />M ,ng
<br />CONSTRUCTION LIMITS
<br />ger 1E Mark
<br />s\'�a� ; `_
<br />� f
<br />1
<br />L J�`�3-LO
<br />--------
<br />SANITARY SEWER
<br />Ce rete
<br />WATER PIPE
<br />D-Aile Iran Pipe
<br />1 UTILITY PLAN
<br />30 '
<br />ca
<br />RIM 920.69
<br />.� SLP `1
<br />S3 „
<br />912.97 !21" RCP}
<br />912 $3' 12-
<br />41 "_JP t15 RCPj,.,
<br />SITE BENCHMARK
<br />j� ill TOP NUL' S E
<br />922.06
<br />♦ CO
<br />PROPOSED PLAN
<br />SY1113CH
<br />M ,ng
<br />CONSTRUCTION LIMITS
<br />ger 1E Mark
<br />�1'TIIJIL 1
<br />� f
<br />SAWCUT UNE (APPRDX.)
<br />--------
<br />SANITARY SEWER
<br />Ce rete
<br />WATER PIPE
<br />D-Aile Iran Pipe
<br />DRAIN TILE
<br />---'�---
<br />STORM SEWER
<br />}�-
<br />!.
<br />�75U
<br />GATE '%LVE
<br />N
<br />CLEA,NOUT
<br />919,5E
<br />RIM 91 B.20
<br />■
<br />/ RIM
<br />S 916.12
<br />IH' S 914.73
<br />I,
<br />�,' �IN'1
<br />P11C
<br />PolyW184 hr111:e
<br />RCP
<br />Lpf
<br />O0
<br />a
<br />NE
<br />N
<br />12' P".P
<br />, )
<br />STrIRM
<br />9MER_..
<br />Fi
<br />~
<br />'WORM
<br />SEWER\ f
<br />RCP ST
<br />-
<br />14.66 (1z(1RCP,
<br />-
<br />14.06 (12 RCP -
<br />IN" RE 915.73 (12" RLP)
<br />1$.02 f15 RCPj.
<br />STh.ST-. �'
<br />IN' C ,f 15.75 (10" PY,;)
<br />RIN 9203. �i
<br />IH: NW 915.75 (T2" RCP)
<br />LP r)
<br />U 2
<br />_. -3MIA
<br />'Sg RIM 920.01
<br />W
<br />106.38
<br />E 306.09 (6" pw,C
<br />Q p
<br />590:.35 (B" F 'C)
<br />U N
<br />S3 „
<br />912.97 !21" RCP}
<br />912 $3' 12-
<br />41 "_JP t15 RCPj,.,
<br />SITE BENCHMARK
<br />j� ill TOP NUL' S E
<br />922.06
<br />♦ CO
<br />PROPOSED PLAN
<br />SY1113CH
<br />M ,ng
<br />CONSTRUCTION LIMITS
<br />ger 1E Mark
<br />PROPERTY LINE
<br />0.wh ReNin
<br />SAWCUT UNE (APPRDX.)
<br />--------
<br />SANITARY SEWER
<br />Ce rete
<br />WATER PIPE
<br />D-Aile Iran Pipe
<br />DRAIN TILE
<br />---'�---
<br />STORM SEWER
<br />}�-
<br />FIRE HYDRANT
<br />FIniMhad Floor E3 v Uon
<br />GATE '%LVE
<br />N
<br />CLEA,NOUT
<br />•
<br />CATCH BASIN
<br />■
<br />MANHOLE
<br />Manhole
<br />20' V 0 20' 49
<br />A T= 20'
<br />KEYED NOTES
<br />KEYED NOTES ARE DENOTED BY ® ON PLAN.
<br />O REMOVE PLUG AND CONNECT TO ExISTNG 6' PVC SANITARY SEWER STUB AT INV. 910,40. FOLLOW
<br />:,LL CITY OF HOD STANDARDS AND SPEGFICATIpIS
<br />0 INSTALL SMLITARY SEWER CLEANOUT AT 6N. 910.84. FOLLOW ALL CITY OF HUGO STANDARDS AND
<br />SPECIFICJRIONS. REFER TO DETAIL 5/C500.
<br />INSTALL 66 -FEET OF 6 -INCH PWC PIPE AT 2.00Z TO INVERT OF 911.72. STUB TO WITHIN 5-FEEF OF
<br />PROPOSED BUILDING. COORDINATE F](I'Cr LODAMN MID INVERT ELEVATION WITH MEGIwafJIL
<br />OONIHACfOR PRICIA TO THE STAK OF CONSTRUCTION.
<br />❑4 REMOVE PLUG AND CONNECT TO EMSTING 6 -INCH WATER MARL EXTEND 6 -INCH WATER MAN
<br />APPROXIMATELy 36-rEET. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS.
<br />❑S INSTALL a -INCH BY 6-INCN TEE. FOLLOW ALL CITY OF HUGO SIANDUt05 AND SPECIR-1 rLS.
<br />REFER TO DETAIL 1/[501.
<br />INSTALL FIRE HYDRANT AND GATE VALVE. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS.
<br />REFER TO DETAIL 7/[500.
<br />❑r STUB 2 -INCH TYPE K COPPER WATER SERVICE TO WITHIN 5 -FEET OF BUILDING. COORDINATE ETUICr
<br />LOCATION AND NVERT ELEW1110N WITH MECIWOGAL CONTRACTOR PRIOR TO THE START OF
<br />OOHSTRUCTION, REFER TO DETAIL 8/C500.
<br />❑6 REMOVE PLUG AND CONNECT TO E3USTNG 12 -INCH RCP SNB AT INV. 913.00. FOLLOW ALL CITY OF
<br />HUGO STANDARDS AND SPECIFICATIONS. REFER TO STORM SEWER TABLE BELOW FOR PIPE
<br />EXTENSIONS.
<br />❑9 INSTALL 4 -INCH PVC DRAIN 'ILE. CONTRACTOR SHALL INSTALL A 4 -INCH PVC CLEANOUT AT THE END
<br />OF EACH PIPE. REFER TO DETAIL 4/C501.
<br />1p CORE DRILL EXISTING CO 0 AT IN'. 914.73 FOR RRCPOSED PIPE CONNECITDN. GROUT SEAL AROUND
<br />OPENING, FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS -
<br />INSTALL RAN GLNR9IAN PER DETAIL 7/001. FOLLOW MANUFACTURES RF00MMENDAMONS FOR
<br />NSTALLATION.
<br />I. ccanCAAQr6 9EReKE CORIECTON LO aMa T T E EVIUAMO WON WE MEOMMD�1 CONIFNTDD >r9P TO OP$1TWCDDk. RD
<br />lCgITIWML CONNoS Iam WRL BE AL9WED FOR NNW14
<br />0MArED WDRL
<br />R. IAL SEWER SBNICE CONNECNINS WDN LE,, TEM E FEET W CIVET OYETT TE TOP OF PPE TWE TO NSLU O,
<br />IHIRILMIOX SMALL EE T,SIAL ED FROM TIE COEWECDOr1 W RE SERMCE AT WE AUUg, O TS WE PONT WMICH TIE SCIWDE
<br />TTARIs 5 FEET OF COVOL C, 9MLL ovaRN WMTEM PEIalssow FROM WicKw OR ETIGNEER PRIOR TO
<br />NSTMLAIiw OF MIA`1C .
<br />S MORECr ML "= RES AND U011 ES __ ME NOT �"=FLET TO ME REMOJ
<br />4. IIa FEE�REr F NLLNLRWCROWNGS NjM EDIT HNf AND � aF I 0 ANUN D WASIACO4 DNM06�9NTAL sEPARARON OF
<br />5. ALL wEM MANS SMALL EE Duna IRON PPL OLT s W. UNLESS NOTED MUWASE.
<br />A. ALL WRIER MAIN SNA1 AIDE A HMMUN aSPTN OF CQSR OF aD F37 RIER TDP W TMTER HART.
<br />7. F1nYIDE __ fN.00 MG ON ALL x191 LIMN Pw WIT OF MuuC. pHTINN: IECIIINICAL J0 FESIRIAIIS ON ALL Bum
<br />VALVES. 1AES, PLU AND MYDIAWr MAIM
<br />B. SM4EAA1' 9ElYElt PIBND 9WL BE Sw ?E PVC INRESS Mvvo aTu�
<br />9. SIWMI 9EWw AHxO SNNL >H IpiWECFO LOIILIER HPE (RCPT• UNlF86 XOrEO OTEINISE. IBL 52 -NW TINAIGN
<br />111 -INCH NLP SMN SEWER PPE SHALL BE CURS S RCP PIPE VlilElT 11iAx la -MM 9WLL w C1AMI 3 ONESS NOTED
<br />011ERMSL
<br />Ia LLNWM ,,AS ARE M CaORD ,, A, "K WITH 015. ELECMG TAk SeON AND IEIEHIONE COMPNIRS PMOR m STMT OF
<br />NIISIIIIIIICOMS
<br />15. LLL PO 1% AC OF 11E EVON SeRER SEm ADCIIEO WRHM la-FE13 OF 1eE BIClDR10 OLE W1T]i SENILE LRE nw1 BE
<br />TESTED IN AWORORILTCIU M MN WIE SIO0 CODE
<br />12
<br />. ALL 4 010 Oen rAPPI KIs W INE KORA RSENENJOH STMUSI SPMA E W6 TNM OR M TETT N AOCCADYKL TO Mx
<br />PLUYBWO CODE ,PPREVEO RE9TEMr ILERCM` RMiS AAAir � usm ro TWE WATER rCEN COIINEEWT IVAR ro MMIg1E
<br />PERMRRP ONLY I R REPnN3 ✓ D OWER �NECIgMS OF "GMM -in COM .L.TEa NRI 91WI -➢Wn:
<br />TH£�
<br />ARCHITECTS
<br />212 Third Ave N Suite 460
<br />Minneapolis, MN 55401
<br />www.foundationarchcom
<br />p. 612340.5430
<br />f. 612.3403431
<br />BKBUeAsa4m
<br />lfalEAa11111911f Fs 01" 6460421
<br />W.W.alit .-
<br />I Q TNI TMW ftp -
<br />AInet. NArw
<br />N hurl k P'NhV+d a rb �i Ib pqw} A WPI
<br />EIprA eq eq M M uM P �l I/ eiP seem
<br />i
<br />I certify that this pian, SpedIFICIFtIlOrL OF
<br />report Was prepared by me Of under
<br />my direct supervision and that I am a
<br />ddy Licensed Professional Engineer
<br />Tinder the laws of the state of Minnesota
<br />Joel W. Maier
<br />Date 0524.2016 Reg. Na 181aT
<br />}
<br />AB6REVWT14.d.S.
<br />M ,ng
<br />BM
<br />ger 1E Mark
<br />CB
<br />0.wh ReNin
<br />00
<br />Clean Out
<br />CONC
<br />Ce rete
<br />DIP
<br />D-Aile Iran Pipe
<br />ELEV
<br />BM a5an
<br />EX
<br />EaleUng
<br />FIFE
<br />FIniMhad Floor E3 v Uon
<br />HOPE
<br />High Denelly PdyeUrylMe
<br />INP
<br />I rt
<br />MAX
<br />Mwimum
<br />AAFI
<br />Manhole
<br />MIN
<br />Minimum
<br />P11C
<br />PolyW184 hr111:e
<br />RCP
<br />Reinforced WIIGrete PI e
<br />20' V 0 20' 49
<br />A T= 20'
<br />KEYED NOTES
<br />KEYED NOTES ARE DENOTED BY ® ON PLAN.
<br />O REMOVE PLUG AND CONNECT TO ExISTNG 6' PVC SANITARY SEWER STUB AT INV. 910,40. FOLLOW
<br />:,LL CITY OF HOD STANDARDS AND SPEGFICATIpIS
<br />0 INSTALL SMLITARY SEWER CLEANOUT AT 6N. 910.84. FOLLOW ALL CITY OF HUGO STANDARDS AND
<br />SPECIFICJRIONS. REFER TO DETAIL 5/C500.
<br />INSTALL 66 -FEET OF 6 -INCH PWC PIPE AT 2.00Z TO INVERT OF 911.72. STUB TO WITHIN 5-FEEF OF
<br />PROPOSED BUILDING. COORDINATE F](I'Cr LODAMN MID INVERT ELEVATION WITH MEGIwafJIL
<br />OONIHACfOR PRICIA TO THE STAK OF CONSTRUCTION.
<br />❑4 REMOVE PLUG AND CONNECT TO EMSTING 6 -INCH WATER MARL EXTEND 6 -INCH WATER MAN
<br />APPROXIMATELy 36-rEET. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS.
<br />❑S INSTALL a -INCH BY 6-INCN TEE. FOLLOW ALL CITY OF HUGO SIANDUt05 AND SPECIR-1 rLS.
<br />REFER TO DETAIL 1/[501.
<br />INSTALL FIRE HYDRANT AND GATE VALVE. FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS.
<br />REFER TO DETAIL 7/[500.
<br />❑r STUB 2 -INCH TYPE K COPPER WATER SERVICE TO WITHIN 5 -FEET OF BUILDING. COORDINATE ETUICr
<br />LOCATION AND NVERT ELEW1110N WITH MECIWOGAL CONTRACTOR PRIOR TO THE START OF
<br />OOHSTRUCTION, REFER TO DETAIL 8/C500.
<br />❑6 REMOVE PLUG AND CONNECT TO E3USTNG 12 -INCH RCP SNB AT INV. 913.00. FOLLOW ALL CITY OF
<br />HUGO STANDARDS AND SPECIFICATIONS. REFER TO STORM SEWER TABLE BELOW FOR PIPE
<br />EXTENSIONS.
<br />❑9 INSTALL 4 -INCH PVC DRAIN 'ILE. CONTRACTOR SHALL INSTALL A 4 -INCH PVC CLEANOUT AT THE END
<br />OF EACH PIPE. REFER TO DETAIL 4/C501.
<br />1p CORE DRILL EXISTING CO 0 AT IN'. 914.73 FOR RRCPOSED PIPE CONNECITDN. GROUT SEAL AROUND
<br />OPENING, FOLLOW ALL CITY OF HUGO STANDARDS AND SPECIFICATIONS -
<br />INSTALL RAN GLNR9IAN PER DETAIL 7/001. FOLLOW MANUFACTURES RF00MMENDAMONS FOR
<br />NSTALLATION.
<br />I. ccanCAAQr6 9EReKE CORIECTON LO aMa T T E EVIUAMO WON WE MEOMMD�1 CONIFNTDD >r9P TO OP$1TWCDDk. RD
<br />lCgITIWML CONNoS Iam WRL BE AL9WED FOR NNW14
<br />0MArED WDRL
<br />R. IAL SEWER SBNICE CONNECNINS WDN LE,, TEM E FEET W CIVET OYETT TE TOP OF PPE TWE TO NSLU O,
<br />IHIRILMIOX SMALL EE T,SIAL ED FROM TIE COEWECDOr1 W RE SERMCE AT WE AUUg, O TS WE PONT WMICH TIE SCIWDE
<br />TTARIs 5 FEET OF COVOL C, 9MLL ovaRN WMTEM PEIalssow FROM WicKw OR ETIGNEER PRIOR TO
<br />NSTMLAIiw OF MIA`1C .
<br />S MORECr ML "= RES AND U011 ES __ ME NOT �"=FLET TO ME REMOJ
<br />4. IIa FEE�REr F NLLNLRWCROWNGS NjM EDIT HNf AND � aF I 0 ANUN D WASIACO4 DNM06�9NTAL sEPARARON OF
<br />5. ALL wEM MANS SMALL EE Duna IRON PPL OLT s W. UNLESS NOTED MUWASE.
<br />A. ALL WRIER MAIN SNA1 AIDE A HMMUN aSPTN OF CQSR OF aD F37 RIER TDP W TMTER HART.
<br />7. F1nYIDE __ fN.00 MG ON ALL x191 LIMN Pw WIT OF MuuC. pHTINN: IECIIINICAL J0 FESIRIAIIS ON ALL Bum
<br />VALVES. 1AES, PLU AND MYDIAWr MAIM
<br />B. SM4EAA1' 9ElYElt PIBND 9WL BE Sw ?E PVC INRESS Mvvo aTu�
<br />9. SIWMI 9EWw AHxO SNNL >H IpiWECFO LOIILIER HPE (RCPT• UNlF86 XOrEO OTEINISE. IBL 52 -NW TINAIGN
<br />111 -INCH NLP SMN SEWER PPE SHALL BE CURS S RCP PIPE VlilElT 11iAx la -MM 9WLL w C1AMI 3 ONESS NOTED
<br />011ERMSL
<br />Ia LLNWM ,,AS ARE M CaORD ,, A, "K WITH 015. ELECMG TAk SeON AND IEIEHIONE COMPNIRS PMOR m STMT OF
<br />NIISIIIIIIICOMS
<br />15. LLL PO 1% AC OF 11E EVON SeRER SEm ADCIIEO WRHM la-FE13 OF 1eE BIClDR10 OLE W1T]i SENILE LRE nw1 BE
<br />TESTED IN AWORORILTCIU M MN WIE SIO0 CODE
<br />12
<br />. ALL 4 010 Oen rAPPI KIs W INE KORA RSENENJOH STMUSI SPMA E W6 TNM OR M TETT N AOCCADYKL TO Mx
<br />PLUYBWO CODE ,PPREVEO RE9TEMr ILERCM` RMiS AAAir � usm ro TWE WATER rCEN COIINEEWT IVAR ro MMIg1E
<br />PERMRRP ONLY I R REPnN3 ✓ D OWER �NECIgMS OF "GMM -in COM .L.TEa NRI 91WI -➢Wn:
<br />TH£�
<br />ARCHITECTS
<br />212 Third Ave N Suite 460
<br />Minneapolis, MN 55401
<br />www.foundationarchcom
<br />p. 612340.5430
<br />f. 612.3403431
<br />BKBUeAsa4m
<br />lfalEAa11111911f Fs 01" 6460421
<br />W.W.alit .-
<br />I Q TNI TMW ftp -
<br />AInet. NArw
<br />N hurl k P'NhV+d a rb �i Ib pqw} A WPI
<br />EIprA eq eq M M uM P �l I/ eiP seem
<br />i
<br />I certify that this pian, SpedIFICIFtIlOrL OF
<br />report Was prepared by me Of under
<br />my direct supervision and that I am a
<br />ddy Licensed Professional Engineer
<br />Tinder the laws of the state of Minnesota
<br />Joel W. Maier
<br />Date 0524.2016 Reg. Na 181aT
<br />}
<br />Z
<br />a
<br />�
<br />W
<br />CCD
<br />H
<br />uLLJ
<br />O0
<br />a
<br />NE
<br />N
<br />z CIE
<br />copyri ht 2016
<br />UTILITY PLAN
<br />Daze 06.24.2016
<br />Pralect Number 16127
<br />C300
<br />
|