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��,1. ��,l�� <br />T ��_ - �`I�� <br />�LC'IGN B3 <br />PRO'EP1' L;oFf:i <br />� u�. 4N Fc <br />��' � T`ti <br />� d� \ \� <br />A <br />� A •.,. � <br />A p° <br />�A � ex nnsicn aainrs �ounorenrvr,o Pe <br />POUPJ irv'EGRALLY <br />JR9 <br />_°L<N <br />CONCRETE 'V' GUTiER <br />2007 <br />/ <br />e cl � <br />s u r� I ;�s' Mw. <br />RocK AccRECAiE \_�ej�,v�*, <br />✓ " <br />ROCK ENTRANCE DETAIL <br />________r+_____ <br />XPAVEuMENT�SECTIONH <br />----�----- <br />SIDEWALK SECTION <br />o�RFpow w, �aso <br />z (F ) <br />/ <br />�. :r <br /># hr_ <br />. . . . . . . . . . PLAN VIE':!/ . � . . . . . . . . . <br />��� o,� �{ ESg�`M 1^Fa A�K SEEo r�z*VRE <br />�3 <br />�,e�R� �,,�� � ..w . <br />oN-s�[ " ���� <br />� iMwASi+Eo sallo�i�lx[oo�L <br />��� PRORLE VIEW ��poE z�RcaNic co�aos* <br />INFILTRATION BASIN <br />NO SCALE <br />� rneNic� n�EeaCUNso[ arNra[NCw RouNo <br />� sai� . iNE, PND BACK FLL �EN� <br />TVPICAL SILT FENCE INSTALLATION <br />I <br />�\ �u�nbEur�sE„uuErNa�n�E <br />INLET PROTECTION <br />Ha, ,a son�E <br />� a� �so Nmcm vnarwc sicN <br />� � <br />o ���,�«s - - .Ea <br />a �� uaeS{°F° � � eoanER uNE <br />�u p�re1 0� <br />ACCESSIBLE PARKING STALL <br />B`612 CONCRETE CURB & GUTTER �a scn�c <br />Ui1LIN/SURFACING NOTES: <br />WATER AND SANITARY SEWER U11LI11E5 <br />1. WA1ER MNN AND ANY WA1ER SERVICE LINES SHALL 6E PLACED AT A MINIMUM DEPTH OF 8 FEET 6ELOW <br />viNisNeo cea�e. <br />2 HORIZONTAL SEPARATION BETWEEN ALL SEWER AND WATER LINES SHALL BE 10'. <br />3. WHERE SEWER AND WATER LINES CROSS A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE MAINTAINED. <br />IF INSIJLATION IS NECESSPRV, I7 SHALL BE PROVIDED AS AN INCIDENIAL ITEM. 1HE CONTRACTOR WILL 6E <br />RESPONSIBLE FOR PFOVIDING THIS VEFIICAL SEPARA710N. <br />4. THE CONTFACTOR SHALL TIE ALL WA1EF MAIN FITTINGS TO THE MNN ON ALL SIDES. THFEADED FOD JOINT <br />RESTRNNT SHALL BE IJSED ON ALL HVDRANTS, WHILE POURED CONCRETE SHqLL 6E IJTILIZED ON ALL <br />OTHER FITTINGS. MECHANICAL FES�FAINED JOINTS ARE AN APPROVED ALTEFNATIVE TO THFEADED FOD <br />JOIN1 RESTRAINTS PND POURED CONCREIE. <br />5. STORM AND SANITARV SEWER STRUCTURES SHALL HAVE STEPS. <br />6. ALL STORM SEWER PIPE SHALL HAVE WATERTIGHT GASKETED JOINTS CONFORMING TO MND01 SIANDARD <br />PLATE N0. 3006G. <br />]. CONIRACTOR SHALL VEFIFY LOCATIONS AND ELEVATIONS OF ALL EXIS�ING UTILITIES PFIOF 10 ANY <br />CONSTRl1C�lON. <br />8. ALL IJNUSED WA1ER SERVICES IN JACKSON STREET SHALL 6E DISCONNEC�ED AT THE WATERMNN AND THE <br />S�OP BOX FEMOVED BY A LICENSED CONTFACTOF. <br />9. CONIRACTOR SHALL SUBMIT A TFAFFIC CONTFOL PLAN FOR ALL WORK IN THE JACKSON AVENUE RIGHT- <br />OF-WAV. THIS PLAN SHALL 6E APPROVED BV 1HE CITV OF ELK RIVER PRIOR TO PNV WORK IN THE CITV <br />RIGH7-OF-WAY. <br />SURFACING <br />1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARV TO AITAIN THE REQUIRED COMPACTION <br />DESCRIBED IN 1HE PROJECT SPECIFICATIONS. COMPACTION TES�ING SHALL BE PERFOFMED BY AN <br />INDEPENDENI TESTING FIRM. <br />2. GRAVEL BPSE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE GRAVEL BASE SHALL BE <br />OBSERVED BY A SOILS ENGINEER TO VERIFV S�ABILITY. <br />GRADING NOTES: <br />�. CONIRACTOR SHALL VERIFV qLL E%ISTING CONDITIONS INCLUDING LOCA710NS, AND RIM PND INVERT <br />ELEVATIONS, OF EXISiING DRAINAGE AND SANI1AFtY StRUCTURES. LOCATION AND SIZE OF EXIS�ING SANITAFtY, <br />WATER, PND STORM SEWER STUBS, AND E%ISTING GRADES SHqLL ALSO 6E VERIFIED. <br />2. NOTIFV ENGINEER IMMEDIAIELV IF ANV DISCREPANCIES ARE DISCOVERED BETWEEN THE E%IS11NG CONDI110NS <br />AND 1HE CONDI110N5 NOTED ON THE PLANS, WHICH ARE SIGNIFICAN7 ENOUGH TO AL1EF THE IN1EN7 OF THE <br />DRAWINGS. <br />3. CONTRACIOR SHALL PERFORM CALCULA710NS TO VERIFY EARTHWORK OVANTITIES. CONTRACTOR'S BID/QUOTE <br />SHALL BE 6ASED ON HIS�HER OWN EPRIHWORK CALCIILATIONS. <br />4. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUITER, UNLESS NOTED OTHERWISE. PROPOSED <br />ELEVATIONS ARE INTENDED 10 PROVIDE POSITIVE DRAINAGE 10WARD5 CATCH BPSINS AND/OR OUTLETS. THE <br />CONIRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE REOUIRED ELEVATIONS, WHICH WILL PROMOTE <br />POSITIVE DRNNAGE THROUGHOUT THE PROJEC7 SITE. <br />5. TOPSOIL SHALL BE RESPREAD IN THE SEEDING AREFS ONLY A1 A MINIMUM DEPTH OF 5 INCHES. <br />6. ANV BIIUMINOUS PAVEMENI OR CONCREIE REMOVED OR DEBRIS ENCOUNTERED SHALL BECOME 1HE <br />PROPERTV OF THE CONIRACTOR AND DISPOSED OF OFF THE R.O.W. AND EASEMENTS OF 1HE OWNER PER <br />MNDOT SPECIFICA710N 2104.3C3 OR RECYCLED PER MNDOT SPECIFICATIONS. <br />]. PEDES�RIAN RAMPS SHALL BE CONS�RUCTED PER CURRENT MNDOT StANDARD PLAN 5-29].250. <br />E <br />� <br />� <br />� <br />� <br />� � <br />a <br />� � <br />��� <br />V� <br />2 <br />� <br />� ~ <br />Q <br />U <br />J Li <br />¢ W <br />W d <br />�� <br />r� <br />� <br />� <br />Z <br />� � <br />� Q w <br />� ~ Z <br />Q O <br />� � Q <br />w � <br />� Z � <br />V� Z � <br />� � U <br />_ " V� <br />� � <br />Z W � <br />� � � <br />Y � m <br />U Y W <br />Q � � _ <br />� w � � <br />sxC-2 <br />