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PAY ITEM NOTES: <br />1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />7 <br />2. EV TO CV CONVERSION FACTOR = 1.25. <br />3. EV TO CV CONVERSION FACTOR = 1.30. <br />4. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 0.07 GAL/SY. <br />5. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 113 LB/SY-IN. <br />z oc <br />O O <br />N � <br />� w <br />00 <br />(7 p <br />V 0 <br />zQ <br />OD <br />Z <br />Zac <br />W G <br />> <br />W � <br />� Z <br />o_ _ <br />Zp <br />O w <br />� O <br />w p <br />p Z <br />W c <br />0, <br />� O <br />p J <br />zJ <br />aci) <br />vim <br />H Q <br />z11J <br />� <br />p � <br />Z W <br />w <br /><( <br />,c71 <br />E <br />w N <br />2 z <br />O- <br />p �o <br />Z N <br />Q t' <br />�m <br />w W <br />N p� <br />W c <br />w G <br />w p <br />� Z <br />� Q <br />p N <br />w W <br />W m <br />N <br />Z <br />o = <br />W l/, <br />W mW <br />� <br />w <br />px <br />32 <br />U p <br />Z W <br />� w <br />cZ N <br />G Q L <br />LT, <br />J Q Z <br />4',F3 <br />Lil <br />9. STOCKPILING OF ANY SALVAGED TOPSOIL USED IS INCIDENTAL TO THE TOPSOIL PAY ITEM. <br />10.CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL LANDSCAPING TO AS GOOD OR BETTER CONDITION. THE EACH QUANTITY CONSIST OF LANDSCAPING PER LOT. <br />11.SALVAGED MAILBOX POSTS TO BE PLACED TO ORIGINAL LOCATION OR AS DIRECTED BY THE ENGINEER. <br />12.LINEAR FOOT MEASUREMENT DOES NOT INCLUDE FLARED END SECTIONS. <br />13.COORDINATE WITH USPS ON PREFERRED LOCATIONS OF TEMPORARY MAILBOX CLUSTERS. <br />14.FINISH WITH WHITE CURING COMPOUND <br />15.COMMON EXCAVATION INCLUDES TOPSOIL MATERIAL REMOVED IN AREAS DISTURBED OUTSIDE OF ROADWAYS. <br />GENERAL NOTES: <br />Q J z O <br />cn w O w <br />W � IL°1 <br />N <br />z <br />o to j <br />w J Z <br />cn Q O <br />w p V <br />J = a 9 <br />m Y Z Z <br />O9a 8 <br />• w <br />0z w w w <br />wU� Opp <br />Q W <br />WO <br />a2a <br />z~ w U 2 2 <br />oo <br />t m <br />V � ~ <br />} 8 a W N <br />Z H w <br />OHO v,0 <br />ate~ oa <br />�C7 <br />~ z J < ci <br />a a X — <br />� '� W oC O <br />w c n H <br />d Q m <br />Z O w X p <br />▪ Z W <br />z�a Qo <br />000 <br />0 O <br />S J W z Q <br />O oc <br />� Q H H � <br />NwC7 UL <br />cc O m_ <br />W w G J N <br />H 2 <br />J H 2 <br />SELT, w w �oC <br />°wa <br />(7p8 zo <br />W J Q G Q <br />�cnQ 8Zp <br />tp pU <br />Z O Z J W <br />W HZ NOC <br />O <br />.0 <br />O 2o <br />PL°1 <br />O z z N O <br />v c�c <br />W Q N J W W G <br />S S w H 2 0 <br />Hv1�� HU <br />c-I N <br />3. PERMANENT SIGN REMOVAL AND INSTALLATION IS TO BE PERFORMED BY CITY OF RAMSEY PUBLIC WORKS DEPARTMENT. <br />w <br />H Q —m <br />p U n � <br />W <br />EL4g <br />NVON <br />Z <br />2 <br />in } 8 5 <br />�i W m <br />Z H m E <br />Q � 2 m <br />2 — <br />U X <br />N 2 O 2 <br />U � Z O <br />Q v <br />Lg Z m <br />0 w U Q <br />W 2 Z J <br />W dwu-f w <br />wQwQu"iZ <br />� � w w <br />H m w V 2 <br />WHaaC7 <br />OVr aQ� <br />W z U W W <br />J a a a w <br />a N a <br />O z N u <br />c�o <br />O Z Z mw <br />� p <br />bLc° <br />U X Q 2 <br />w a 0 2 <br />W U >j <br />vWi�°UQm <br />a � <br />Z = a O N <br />m U a Z � <br />}zv=iw0 <br />J I� J 2 W <br />oac�Ozp <br />W Z m — N <br />WLN <br />Lg w O <br />W <br />z Z <br />p�mLL�cn <br />2 > a a <br />HiPcs <br />WN N <br />7. FLARED END STRUCTURE INVERTS ARE LOCATED AT THE END OF THE APRON. <br />+' J W Ws J (U U U (n <br />SAWING CONCRETE PAVEMENT- FULL DEPTH <br />ci ci ci ci -1 ci ci ci <br />M N N M N m M <br />Z O O O O O O O <br />F Ln Lf7 Ln Ln Lf, Ln L(, <br />p ri v v v <br />p N O O O O O O <br />� O c-I rl c-I c-I rl ri <br />C N N N N N N N <br />O O O O O O O O <br />Lf, L. u1 u1 u'1 u1 u'1 lD <br />O O O O N O N N O NO <br />c-I ci ci ci ci ci ci ci <br />N N N N <br />� � <br />O N O <br />kw <br />N N N <br />AGGREGATE BASE CLASS 5 - MODIFIED (CV) <br />MILL BITUMINOUS PAVEMENT (2.0") <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) 2.0" <br />O O O <br />N N N <br />v <br />O v O vO <br />O O N X <br />Z Z Z <br />N � � N O O O O <br />Q Q Q Q z Z Z W W W W <br />V U U v 0 0 0 L r n <br />Ol0 l0 lD lD OC � OC MOE <br />O O O � � � mm mm ww w ZZZzaa ag6UULLLLLLWON <br />W W W W � p� � 2j W W W � W � <br />N <br />p p p p r1 c-I N w C7 C7 C7 � C7 Q <br />HILWifiggEHi <br />oc `�Z Z Zc � ZU O WpKOCK G KQc o�c >ggE am <br />d 0- <br />!, d d LL LL (7 (7 C7 Q <br />u U U v v 2 2 2 z��� z� 0 <br />K cC oC Q Q Q w Z Z Z Z z <br />0 o Q o a <br />ci N i--I rl N N H H H U U U U U U K <br />SEDIMENT CONTROL LOG TYPE STRAW <br />N ▪ V1 lfl lf, N N N 74 V M c-1 n O O <br />ci rl ci ci ci .-I ci <br />N O O O O <br />Lfl Lry Lry Lry Lf', <br />M r-I ci M Lf, <br />N N N N N <br />O O O <br />Lry u1 Lf', <br />O O O <br />O � � <br />M M M <br />N N N <br />N N N N M m M M N N N M N N N N N Q, M m � � N N c-I ci N m � N <br />O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O <br />Lf, Ln Lfl Lfl Ln Lfl V, L(, lD lD lD Lf, L(1 L(1 Lfl L(1 Lfl Lf, Ln L/, L.ry Lry lD lD lD lD L(1 L(1 Lfl L(1 V'1 Lf, L.f, lD <br />c-1 8 8 8 8 8 8 8 8 8 8 m 8 8 8 8 8 c-1 ci ri ri rl ci O m M m m m g Lf, L(, L/1 <br />,-1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o r1 m m m m m� io � � � � � � � <br />L!i Lfl Lf, Lfi Lfl 14 Vs; V,' V,' Lf, Lf, L(, Lf, Lfl L(1 rs, 11'1 L!i 14 IJj L2 Lry L(, Lf, Lf, L(, L(, Lfl L(1 11') Lf, Lf} L(1 <br />N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N <br />HIGH POINT STREET RECONSTRUCTIONS <br />CITY PROJECT NO. 25-05 <br />STATEMENT OF ESTIMATED QUANTITES <br />CITY OF RAMSEY, MINNESOTA <br />