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<br />UTIliTY CONSTRUcnON NOTES:
<br />
<br />1) CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' AT LEAST 48 HOURS
<br />PRIOR TO EXCAVATION/CONSfflUCTlON FOR EXISTING UNDERGROUND UTILITY
<br />LOCATIONS. TWIN CmES METRO AREA: 651-454-0002 OR TOLL-FREE'
<br />1-800-252-1166.
<br />
<br />2) PRIOR TO CONSmUCTlON, THE CONl"AACTOR SHAll FJELD VERIFY ,ILL EXISTlNG
<br />UTIUTY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN ANY DISCREPANC'l"
<br />BETWEEN PL.Al>lS AND FlELD CONDfTlONS SHAlL BE REPORTED TO THE PROJECT -
<br />ENGINEER IMMEDIATELY.
<br />
<br />3) THE CONTRACTOR SHAll VERIN THE LOCATIONS AND ELf:VATIONS OF THE
<br />BUILDING PIPE sYSTEM PRIOR TO CONSTRUCllNG SERVICE CONNECTIONS.
<br />
<br />4) AU lfTllITY WORK SHALL BE PERFORMm IN ACCORDANCE Wffii CITY
<br />SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. CONTRACTOR SHAlL
<br />COORDINATE WORK WITH ALL UllLllY COMPANIES.
<br />
<br />5) WATERMAlN SHALL BE ClASS 52 DIP CONFORMING TO THE REQUIREMENTS OF
<br />ANSIjAWWA CLS1/A21.S1 AND C1Q4/A21.4 FIITINGS SHALL BE ClASS 250
<br />CONFORMING TO TI1E REQUIREMENTS OF NJSIjAWWA Cl10/A21.10 OR ANSIjAW'NA
<br />C153/A21.53. HYDRANTS SfW..L BE THE PACER AS MANUFACTURED BY
<br />WATEROUS CO. OR CrTY APPROVED EQUAL. GATE VALVES SHALL BE SINGLE DISC
<br />TYPE WITH RESILIENT SEAT MEET1NG THE REQUIREMENTS OF AW'NA C509. ALL
<br />PLUGS. TEES, 8ENDS NJD OTHER THRUST POINTS SHALL BE PROVIDED WITH
<br />CONCRETE REACllON BACKING OR MEGA LUG. ALL WATERMAlN SHAll BE
<br />INSTAIl.EO WITH A MINIMUM OF 7.S' COVER AND IN ACCORDANCE WITH A'mIA
<br />C600 AND CONDUCTMTY PROVISIONS CONFORMING TO AN.SIjAW'NA C111/A21.11.
<br />BEFORE 8ElNG PlACED IN SERVICE, THE COMPLETED WATERMAlN SHALL BE
<br />DISINFECTED AND FLUSHED IN ACCORDANCE WITH A'mIA C651 AND ll-lE
<br />REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH.
<br />6) SANITARY SEWER SHALL BE PVC SDR-26 UNLESS NOTED OTHERWISE.
<br />SANrTARY MANHOLES SHAll. BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN
<br />ACCORDANCE WITH ASTM C478. CASTING StWl.. BE NEENAJi R-1642 WITH TYPE
<br />"S" COVER. MANHOLES SHAlL HAVE A MINI~UM OF TWO AND A MAXIMUM OF
<br />FOUR ADJUSTMENT RINGS.
<br />
<br />7) STORId SEWER SHAI..L BE REINFORCED CONCRETE PIPE OR APPROVED EOu,IL.
<br />STOR~ MANHOLES SHALL BE 48" DIi'METER PRECAST REINFORCED CONCRETE AND
<br />CASTING SHALL BE NEENAH R-1733. CATCH BASINS SHALL BE PRECAST
<br />RElNFORCED CONCRETE: AND CIlSTlNG SHAll. BE NEENAH R-3250-B OR
<br />APPROVED EQUAL FOR CATCH BASINS IN CURB LINE AND NEENAH R-1733 WITl-I
<br />TYPE .C. GRATE OR APPROVED EQU,IL FOR 8ASINS IN THE MIDDLE OF PAVED
<br />AREAS. ALL STORM smUCTURES SHAll. BE IN ACCORDANCE WITH ASTM C478
<br />AND HAVE A MINI~UM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS
<br />
<br />8) AU PIPE CONNECTIONS TO EX1SllNG lfTllITY sTRUCTURES SHALL BE
<br />"KOR-N-SEAL. OR CITY APPROVED EQUAL FOR CONCRETE BLOCK OR BRICK
<br />STRUCTURES. CONSTRUCT AN OPENING EQUAL TO ll-lE PIPE SIZE, GROUT AROUND
<br />PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY REOUIREMENTS. ll-lE
<br />CONTRACTOR SHAll. \!ERIN THE WE OF CONNECTION WlTH CITY ENGINEERING
<br />DEPARTMENT AND COORDINATE ANY NSPECTlONS NEEDED FOR CITY ACCEPTANCE.
<br />
<br />9) CONSTRACTOR SHAlL FlElDADJUST ALL CIlSTlNGS TO MATCH FlN,IL GRADES.
<br />
<br />10) CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRVlTE SEWER,
<br />WATER. AND PLUMBING PERIdITS FROM THE cITY's BUILDING DEPARTMENT.
<br />
<br />11) UTILITY TRENCHES SHALL BE COMPACTED TO 95" STANDARD PROCTOR
<br />MAXIMUM DRY DENSrTY (ASTM 0698.78 OR AASHTO T-99) FROM THE PIPE, ZONE
<br />TO WITHIN THREE FEET OF THE GROUND SURFACE AND 1007. STANDARD ~ROCTOR
<br />IN THE UPPER THREE FEET. OJ
<br />
<br />12) CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOE!. TO
<br />WORKING WITHIN THE RIGHT-OF-WAY. CrTY INSPECTION MAY BE REQUIR~
<br />OURING CONSTRUCTION OF UTIlITY SERVICES TO EXISTlNG UllUT'f MAINS. ';'
<br />13) CONTRACTOR Sl-WL INSTALL, INSPECT, MAINTAIN AND RE~OVE THE "
<br />NECESSARY SIGNAGE FOR LAI'lE CLOSURES. ALL TRAmc CONTROL DEVICES AND
<br />SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FlElD MANU,IL FOR.;
<br />TEMPORARY TRAFFIC CONTROL ZONE lAYOUTS, DECEMBER 2001. ONE ELEvEN
<br />FOOT MINIMUM WIDTH lANE IN EACH DIRECTlON SHALL BE PROVIDED AT A4
<br />11MES. .
<br />14) THE EXlsnNG BITUldtNOUS PAVEMENT SHALL 8E SAWCUT IN ACCOR().oI,I,jtE
<br />WITH MN/DOT SPECIFICATIONS.
<br />
<br />BENCHMARK lNFQRt.4ATlON:
<br />Top nut hydront "list ",Id" L"'dngton A...... at
<br />SouthWa:lt comer of exi:lting bu~d;n9' No. 3550
<br />Elevation.. 945.85 (N.G,V.D. - 1929)
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<br />PROPOSED
<br />
<br />EXISTING
<br />
<br />BOUNDARY UNE
<br />LOT LINE
<br />SEffiACK UNE
<br />EASEMENT LINE
<br />EDGE OF WERAND
<br />llP-OUT CURB UNE
<br />SANITARY s(WER
<br />w/ MANHOLE
<br />WATER MAIN wi FlRE
<br />HY'ORANT & AUX. VALVE:
<br />GATE VALVE:
<br />
<br />.i;:1'.
<br />
<br />.-~---- "
<br />
<br />--1-,_
<br />
<br />CATCH BASIN/STORM
<br />_..i--------8:-44-:; $EWER/MANHOLE
<br />-tIi>~..g; FlARED END SECllON
<br />.~. w/ RIPRAP
<br />INLET PROTECllON
<br />OVERHEAD UllUllES
<br />~'.-FENCE
<br />__-9.0--_ ......__,<(___ MAJOR CONTOUR UNE
<br />---------93&____ - _. _, >1-'-- -. _ MINOR CONTOUR LINE
<br />PERCENT GRADEfDRAINAGE SLOPE
<br />EMERGENCY OVERFLOW DRAINAGE
<br />'.-J.'.~:"::'<"~~~' RETAINING WALL
<br />SILT FENCE-BEFORE
<br />
<br />-..-4
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<br />...,
<br />
<br />0000000-
<br />
<br />BITUMINOUS PAVEMENT
<br />
<br />I' 'I L.
<br />-
<br />
<br />CONCRETE PAVEMENT
<br />
<br />ROCK CONSTRUCllDN ENTRANCE
<br />
<br />"_.011
<br />
<br />UNDERGROUND ROCK INFILTRATION AREA
<br />GUTTER/PAVEMENT ELEV.
<br />BUILDING
<br />
<br />c=:::J
<br />
<br />~.. . '-':":':':1
<br />
<br />"0:;:
<br />
<br />
<br />9:}1-.33
<br />'ll"
<br />
<br />932.50
<br />932.00
<br />
<br />3/4" TO 2" WASHED.
<br />CRUSHED ANGULAR STONE
<br />
<br />UNDERGROUND ROCK
<br />INFILTRATION AREA
<br />NoSC<lle
<br />
<br />WARNING
<br />THE CONTRACTOR SHALL CONTACT ALL PU8L1C UTlUTlES
<br />FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
<br />CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
<br />STRUCTURES BEFORE DIGGING. HE SHALl REPAIR OR
<br />REPLACE THE ABOVE WHEN DAMAGED DURING
<br />CONS1RUCTION AT NO COST TO OWNER-
<br />
<br />NORTH
<br />
<br />~
<br />
<br />50'
<br />
<br />~~oo~a~
<br />
<br />15050 23rdAvef1ue North
<br />Plymouth,Mim;esotaS5447
<br />T763-746-1601) F763-746-1699
<br />
<br />11110 Irlduslrial CirdeNW, Suile E
<br />Elk Rivet, Minnesota 55330
<br />T763-241.0106 F763-241.8351
<br />
<br />W'//W.sd\Qenmadson,com
<br />
<br />PROJECT
<br />
<br />ARDEN PLAZA
<br />REDEVELOPMENT
<br />
<br />SOUTHWEST QUADRANT
<br />COUNTY ROAD E/l.EXINGTON AVE
<br />ARDEN HillS, MN
<br />
<br />CLIENT
<br />
<br />ARDEN PLAZA, LLC
<br />4255 WHITE BEAR PARKWAY,
<br />SUITE 1550
<br />WHITE BEAR LAKE, MN 55110
<br />651.247.7007
<br />
<br />CONSULTANTS
<br />
<br />REVlSlONS
<br />
<br />.7.{J2.{J1 City Submittal
<br />
<br />I helllbl'eertifytlllrtthispl~n. apecification,
<br />orreport_preparedbyrneorundermy
<br />dlrecteupor.-tslonsndttnrll3maduly
<br />Llconu<l Proteulonsl E"llt"-runder
<br />lh. laws of lh& Stat. ofMlnnesot:!.
<br />
<br />David Roedel
<br />
<br />DATE:_LIC.NO.:
<br />
<br />CHECKED BY
<br />POSlDR
<br />
<br />DESIGNED BY
<br />"
<br />
<br />DRAWN BY
<br />"
<br />
<br />PROJECT NO. DATE
<br />6<154$-001 1.2.{J7
<br />
<br />WlESHEET
<br />
<br />PRELIMINARY
<br />UTILITY
<br />PLAN
<br />
<br />SHEET HUMBER
<br />
<br />C3
<br />
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