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PAY ITEM NOTES: <br />STATEMENT OF ESTIMATED QUANTITIES <br />1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />ve -CSAH 5 to Erkium Street Reconstruction <br />2. LV TO CV CONVERSION FACTOR = 1.30. <br />3. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 0.07 GAL/SY. <br />4. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 113 LB/SY-IN. <br />C7 <br />a Q <br />� H <br />�U w Q <br />a <br />PARTICIPATING <br />5. ESTIMATED QUANTITY BASED ON 200 LB/ACRE. <br />6. ESTIMATED QUANTITY BASED ON 4000 LB/ACRE. <br />8. RECLAMATION STOCKPILE LOCATION IS AT 16600 SAINT FRANCIS BLVD. THE EXPECTED RECLAMATION DEPTH IS 8 INCHES. <br />9. SHAPING OF RECLAMATION MATERIAL TO PROFILE AND CROSS SLOPES MATCHING THE PLANS IS INCIDENTAL TO THE FULL -DEPTH RECLAMATION PAY ITEM. <br />10.STOCKPILING OF ANY SALVAGED TOPSOIL USED IS INCIDENTAL TO THE TOPSOIL PAY ITEM. <br />11.FINISH WITH CLEAR CURING COMPOUND <br />GENERAL NOTES: <br />W J <br />= J <br />Oa <br />2 } <br />N Z <br />w a <br />Q O <br />N <br />w w <br />� J <br />J m <br />� l/7 <br />� Z <br />U d <br />H � <br />X � <br />W J <br />21, <br />QN� <br />w � <br />p w � <br />w w"12 <br />ae <br />aci <br />Pci <br />gow <br />p�z <br />Z w E, <br />� Z J <br />H z . <br />cWc <br />Z G Q <br />O � Z <br />O <br />Q U w <br />� O w <br />Q w w <br />� m � <br />X w � <br />� � z <br />d J Q <br />d � W <br />a � Q <br />a Z O <br />J <br />w V <br />� � X <br />N a w <br />O O <br />az� <br />w O � <br />J U LQL <br />~ O � <br />J = <br />Q m <br />� W � <br />� w <br />O <br />~ <br />Z W U <br />� � O <br />W m <br />N W ~ <br />W J c <br />w J G <br />O = _ <br />cn N U <br />z = <br />U Q w <br />O�Q <br />� O � <br />c-I <br />3. STREET INTERSECTION RADII ASSUMED 20', UNLESS OTHERWISE NOTED. <br />4. PERMANENT SIGN REMOVAL AND INSTALLATION IS TO BE PERFORMED BY CITY OF RAMSEY PUBLIC WORKS DEPARTMENT. <br />J (n <br />Z Q <br />L7)Ez <br />X Q <br />aci <br />W � N <br />O � <br />w Q O <br />= U <br />Z OC < <br />— a <br />pp w <br />� m Z <br />p w O <br />E L U <br />zLw <br />J W = <br />ac�z <br />_0— <br />Q N <br />Z W w <br />Qoo <br />w W <br />Z U w <br />� z w <br />a `°a <br />V W <br />w O <br />mw� <br />� <br />w <br />w w � <br />,QO <br />C <br />= d G <br />Q z Lf1 <br />O '" <br />m Q a <br />J <br />OocU <br />H aw <br />N <br />� a <br />a � Q <br />a g w Z <br />mOC cWc <br />� � G <br />Cn N Q > <br />O Q d <br />wmo� <br />N L2 ; Z <br />H <br />~=am <br />z_ � <br />Qp[O <br />I O H U <br />w l!) p[ <br />J a <br />� W W <br />(ZW7 Q Q Z <br />U <br />w m Z LL <br />Q N � <br />J W W W <br />� N <br />� Q oac a <br />W � W � <br />z z o 0 <br />� O V � <br />w z Z w <br />w p j <br />w <br />I.l1 <br />6. STREET CROSS SLOPES SHALL HAVE A MINIMUM 2% GRADE. <br />7. SEEDING AND RESTORATION NUMBERS WERE DETERMINED BASED ON 4' OF DISTURBANCE FROM THE EDGE OF CURB AND CONCRETE WALK REPLACEMENTS. <br />N � <br />J <br />V7 Q LL LL LL } } } } } } � a } } Q } Q Z z Q Q Q Q } Q LL } LL N � Q Q } N K N N Q LL LL LL <br />j , W J J J In U U N O CccJ U V7 W In O O O W W W W In W J N N J J W U m Q m m W J J V7 <br />= G <br />_ <br />= W <br />d 2 U <br />w J X M O <br />o a <br />O w o m Liu <br />O w O m O <br />W Q <br />LL' � U (n � <br />w LL � X <br />Y } C7 Z O LL <br />z z w Y a z a o N z o j 4 w? <br />� w� u � z W p z� ~, x z u <br />> LL> > LL Z J Z a :O w J; O U a z o (OE, <br />a s o°_ U m ?, 1W!' <br />�"01!PF, <br />a�a� m Q�ow z <br />wOgo z w <br />�> w o� zo } In <br />MV iM �MV � uOVl OlmD MOlJl �OL("1 �Oul lOLOI'1 00 W LnLfI"l1 OLn LlO cN <br />2- <br />N NlcN N r NllM 7 N7 Nn r N0l0 N0 <br />C <br />O 7,1 N M 74 Lvq l0 I� W 6l O (. 1 N M ifl l0 I� W Ol O N M Vl l0 I� W Ql O �--i N <br />c-I N M � Vl lD I� W Ol � � � � � � � � � � N N N N N N N N N N M m m m M M m m M m V V � <br />W <br />F <br />SUNWOOD DRIVE - CSAH 5 TO ERKIUM S I KLL I <br />RECONSTRUCTION <br />STATEMENT OF ESTIMATED QUANTITIES <br />CITY PROJECT NO. 25-02 <br />CITY OF RAMSEY, MINNESOTA <br />S.A.P. 199-104-015 <br />c-I c-I c-I c-I c-I c-I W . rl M <br />c-II c-I c-I <br />c-ci <br />Lf1 <br />