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<br /> LTtlllty L,egCnd C',e11elel Utility NOt28 c�m�,c.�,�e.�ne��.
<br /> �m�c eaoensm
<br /> 1. THE CONTRACiOR IS SPEqfICALLY CAUTONE�1HAT TIE LOCATqJ AND/OR ELEVRTON
<br /> PROPEPtt t1NE Of EXISiING UPl1TIE5 AS SNONN ON 1HESE PLANS ARE B�SED ON RECOROS OF TIE
<br /> -------- E/SELENT LINE `/�IWS UiIIIiY COMPpNIES RND IIMITEp YEASUFEMENTS TAKEN IN TIE FlFLO.iHE
<br /> INGORMAiION SHALL NDT BE REllFO ON�5 BEING E%ACT OR COMPLEIE.iNE CONIR�CTOR
<br /> CURB AND CUTIER SHALL V£PIFY EXISTING CONDITONS PRIIXt TO LONSIRUCtION�ND NOiIfY ME OMNER O�V
<br /> —�� SANITARY SENER ENqNEER OF qSCREP�NGES
<br /> —��-1 SiORM SENER 2. ALL SANITARY SEWER,STORM SENER AND WAiER MAIN INSTALLAPONS SHALL 8E PER
<br /> —I� WAiFR MAIN MINNESDTA PWMBING CODE AND IN ACCORDNNCE N11H 1HE CURRENT EDITON Of
<br /> —��� H�9RNIT SiRND,1RD SGECIFlCATONS GOR WAIER M11N AND$ERNCE LINE INSTRLL�TION�ND
<br /> SANIT�RY SENER AND STORM SENER INST�LL�110N'AS PREPARED BY THE LITV
<br /> ,.. �-��"' -. __.. . � GAIE V�LVE ENpNEERS ASSOCIAPON OF NINNESOTA
<br /> � - ������m'������ Cariwccr ro castwo e•-v�c s.wrt.wv �-� � RMED END SECPON 3. pp�pp TO CONSiRUL110N,tME CONIRACTqt SNIlt DBTAIN 111E NECE55�RY FEDEF�L
<br /> �.n.... .........
<br /> __ (K11H CLA55 III RI%tM) ST�IE�ND LOLAL VERIIITS fIXt ME PROPOSED WJRK OR YERIFY M1T1 1HE OMNER OR
<br /> CdnEC*m ESM1W Ca15mVC1oL� �t�M.�i.ml
<br /> ` "� w SnR MTM xWn�xi � � µp M v��. � ENqNEER TIAT PERMITS H��£BEEN DBTAINm.PERMIT FEES SHALL BE TIE
<br /> -,`�_ -��-�� ��" un e'u2 vu.x � � � � � �� . RESPON9BIlltt OG THE CONiRACTOR UNLE55 OMERVr15E�RR�NGEO K1M THE OYMER.
<br /> .. . ._....--- ..:. . .�._ � '.
<br /> � �� �. CONIRACTdi SH�LL REFER TO N2d111ECNRAL PLANS FIXt E%�CT LOC�TIIXI�ND
<br /> � • .....••.. ..-n,.. ::.� CaKa l0 Sia1u SY4A CCNSIRIItnp!�ERIfY � �
<br /> "'-��--- ����� DIMENSIONS Of DOOkW�YS,RAMPS,iRUCK OOCKS,PREqSE BUILqNG qMEN510N5 AND
<br /> . �-- �[e�Surt��r�5nia m��di.x4o�sv[xoHFl[x E%AtT BUILOINC UTl1TY CONNECTW�OC�TWS.
<br /> ,...... . IM CE9d 91BtlmI.l ro P1Y Idt KVNOYI.I CMrrtCi m EtnsmO
<br /> � �� -�� �� e uic vK�f r � 's°° 5. ALL PRIVAIE UTLIilES SHALL BE Cp�SiRUC1ED M�CCORD�NCF N1M 111E SPECIFlLRTIXJS
<br /> C(�7-�O��.ro Of ME MPROPHIAIE Ui11JTY CpAPANY.TIE CONIRACTOR SHALL COORDINAiE TIE
<br /> Mo
<br /> ql�.tp� ; c(i.}toi�.x -. SERNCE LME CONSTRUClION N1iH 1HE IITILITY COIAPANIES.
<br /> �� � � - - - -- , ._ 6. CIXIIRACTOR SHALL OBTAIN ALL NECESSARY dTY VERMIIS GOP Ulllln CONNEC110N$
<br /> � — - — — �_;�_ _ _�_ _ - AND UTILITIES SMALL BE INSGECTEO�ND MGROYFD BY TIE CIT'. T1E piY SM�LL BE
<br /> NOiIfIE�1B-NWRS PRIIXt TO COMMENpNG MM 1HE UTIJTY CWSIRUCTON OR ANV
<br /> ' f3lV f�Tifp��pp� REWIREO lESiING. CpITR�CTpt 41IJ1 NOT OPEA�TE.INIERFERE M11H,CONNECT ANY
<br /> ��
<br /> rrt�� _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ — _ � ` ae�.�� PIPE OR H03 T0,Ofi TM ANr WATER NAIN BELONdNG t0 T1E Cltt UNlE55 DULY
<br /> I _ �yN12� AUiHOPIZED TO DO 50 BY TIE dtt. ANY MKRY CONSEWENCES OF SCHE�UI£0 OR
<br /> UNSCHEDULED q5RUP110N5 OF YRNCE TO TIE PUBLIC ARE TO BE TIE RESPONSBILIiY
<br /> — � ��ae.i: or ire croHrn�cror+.
<br /> I ` � 1 ��� J. WAIER MAIN lENG1H5 AS SHOWN�RE APPRO%IMAIE Hq21ZONTAL LENGTHS.ALLOW FOft
<br /> I I \ � ���5� . ADqTONAL PIPE WHEN INSTALLING ON SLOPES OR MHEN DERECTONS ME REWIRED.
<br /> THE J�INT DEREC110N5 SHALL NpT E%CEED TIE NAnMUM RECbANENDED BY TIE PIPE
<br /> ��'wr \ UiRCNFER Oft BY LOCAL GOVEFNING�ECIFICAPONS.FlTTNGS REWIRED TO
<br /> �r,µEqm� s"1 CONSiRUCi W�IER M�IN SHALL BE IN0.UDED M W�IER AIRIN CONSiRUCTON.
<br /> I I r '-- , � ��5}}��� �' I B. PRON�E WAIER MAIN TIRUST RE5IRAINTS PER CITY STANDARD FFWIREMENTS.
<br /> I I I� E��,.�%��p �� I 9. A MINIAIUTA YERTC�L SEP�RATON Of�B INCHES IS REWIREO AT�LL W�RR MAIN
<br /> I I �� I i s'���xc^� �'`.'� F CROSSINGS N1TH SANITMY SENER OR STIXtM SEWER.
<br /> I I - - � ° wI '�•� 10.U1111TY SERNC£5 TYRC�ILY lER1IIN�lE 5'W151DE BUIIDINC WALL UNLESS OTHER'MSE
<br /> F SHOMN OR NOTED.
<br /> I I ceuM�oz �I �I 11.ALL MAIERIALS SMALL CdAPIY N1TH iNE REWIREMENiS OF iHE Cltt.
<br /> E�w.��%y'o I 1].ALL W�IER LMES SHALL BE WCTLE IFdI NA�PPED IN POLTElH1lENE.CU55 52 MM
<br /> I I ('MJ-�m��H � _I ' ].5'MINIMUM fAKR.PRONDE YINIMUM SE➢ARAlION OF 1B"FRp1 SANITARY SENER k
<br /> � S(E}ima�♦ STORN SEMER.INSUTATE WAIER MNN K LE55 TVAN].5'OF COYER.
<br /> wuv}imat� I I
<br /> I I •'� I3.INSLI�TON SXALL BE DOW SIYROFOAM HI BRAND}5 OP EWIVAIETIT,1N1H 4 INp1E5 OF
<br /> I THICKNESS
<br /> PROPOSED BIJILDING I � I 11.SANIiqRY SENER%PE Wi510E TIE BUILqNG EN�EIOPE SMALL BE POLYNNYL CHLORIDE
<br /> I I �+vuw rc+mzoa Footprint=39�976 s.f. ��p � I ���� (PVC)SDR 35 OR 28.SDR 28 IS REWIRE�FOR D�1H5 CAEAIER TM�H�s�er.
<br /> I I FFE=1028.p ��qo?� �I . I ��� SANIT�RY SENEft RPE MTNN 5 FEET Oi BUILDINC AND UNDER(OOlINCS,PIPE SH�LL BE
<br /> (pTj.tmu.w PYL SCHEWtE W.
<br /> GARpC�E=7017.0 ��ip�y�e ��E}��.0
<br /> I I � � I O rt }imi.in I I I 15.STORM SEWER PIPE SNALL BE REINFIXtCED CONCREIE PIPE(CU55 5 FOR PIPE
<br /> . S�ue im tawnwro DINAEIEAS 18'�ND SMALLER,C1A55 3 FOF PIPE DIA11ElER5 21'�ND URGER UNLE55
<br /> ��o'�,G�'���u E��I OIHERNISE NOTED)M1T/R-�GASKEIS.OR HDPE STORM SEMER PIPE li�LLONED BY T11E
<br /> CITY.MDPE STDRM%PE SHALL MEET REWIREMENIS Of AS1M F2818.%PE SNNL BE
<br /> I 5� ��5 m�tn � \ / y���y��� WATER Pq1T ACCd2pNG TO ASTM D]212 REWIREMENIS.SEE GIAN FOR LOCATp15
<br /> MNQtE RCP IS REWIRED.PVC STORIA SENER VIPE SH�LL BE SCHEDULE�0 VIpE RARED
<br /> rt-�o3t.t2 ��1'�� � ��r�� ��p�� 5� �Y I I �pxx[Cr m END SECilONS SHALL BE RCP MTI 1R�SM q1ARD5 k RIP-RqP.
<br /> S}
<br /> PE 10]S50 p pl -IQ.tOMI 0�
<br /> I_ _ _ _ E(�J-.�02�___ _��pjA�__ _ _ �1 __� �-� P�c w 16.SId15 SHWLD BE PRONDED fOR MANHOlES,CR1E VAL�ES AND FLARED END SECTIONS IN
<br /> ��� — — - E(� — — — — _ - -- -- _ e � � �Y'��TM TIE�REA EAST OF ME RETAINING WALL i0 MARK UlR1TE5.
<br /> rzLs�o. �f�G vK�te0x� 1 �-�� 1 I
<br /> ____ ___ ____{� __ _Av+r no�o.� ��� .9� ����y��a� �. � STORM SEWER CASTINC SCHEDULE
<br /> � SiRUCNRE LASiMC TYPE
<br /> s�w we e v ir mr c�uu sii caw zio ` uonoui�rz NUYBER TYPE qA
<br /> r¢-�ort.x xE-iOX.lO ___e V tY rtcv
<br /> lo[Anq1 a[nsl. _____
<br /> - �-m�_____a.xuoz____ 9E.y�'La'ao- l2-W3_____ �e-�w'aw-.._-_ �i"roo[soaii wi. BB GES 18"
<br /> x-�oaeo____�E.�mieo __ _ ceun me �yy�y 100 OCS 48" P-�3�2
<br /> JSv-n'r�C - _______ ______
<br /> c-iou.to ___-TG�BeiEc_____________ Lounox.wo 101 FES 18' __'__
<br /> ;0� CBMH 80� F-]O6]
<br /> QS GBMH {8' R-J(IB)
<br /> s v,R vK�E \ R� �.. ._* FIlv�MM(i vu. . 101 CBMH I8� R-]OB) X
<br /> ` . 105 (EYM {8' F-JO6]
<br /> �r iY 0 cNm 106 CB 2'xJ' A-��
<br /> ria�zaos ia-ioxi.� 200 iE5 13'
<br /> TO1 S1NH 48' R-164]B
<br /> 203 51MH �B" R-16aZ9
<br /> � IQl STUH ag' R-1843B
<br /> ]W S1MH a8' ft-tea2B
<br /> I05 S1NH 4B F-16428
<br /> 2I16 S1NH �9' R-1612B
<br /> ,,.ricrrN�n r r�2i zo, � :•.r R-��
<br /> .... . .. �- 208 CB 'r3' R-306)
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<br /> . .-..-_ ' 20B (A 2'�T R-J06J
<br /> . ]10 C9 2'�J' R-](I8J
<br /> ]tt CB ].J' R-306]
<br /> 301 AREA Dq�IN 1]' NTLOFL�ST
<br /> � -� -� � JO] AREA DR�IN �2' Nri0PLA5i �' 30' 60' 30'
<br /> . . o.k obnv�v s�:�6 0.ot3 9
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