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PAY ITEM NOTES: <br />1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />2. LV TO CV CONVERSION FACTOR = 1.25. <br />3. LV TO CV CONCERSION FACTOR = 1.30. <br />N <br />W <br />p <br />U Q <br />a <br />¢ J <br />m U <br />o m <br />Z <br />¢ Le <br />g <br />Vwa X <br />(rj W <br />l/'I Z W <br />} 2 <br />'LL <br />vi w <br />H • ` <br />m <br />2 <br />w <br />L`�iQ <br />W <br />U <br />U� <br />O <br />7' <br />Q <br />E a Cn <br />O g <br />LZ V <br />z • Y <br />i <br />V <br />Q J <br />2 m <br />} d <br />Q w <br />V ¢ <br />W CI <br />Z W <br />Q O <br />Z H <br />O V <br />I W <br />¢ 2 <br />m ~ <br />a o <br />O z <br />(9 o <br />U U <br />J O <br />w w <br />J J <br />J a <br />a Y <br />• U <br />z O <br />• v~i <br />w <br />Z cn <br />Q Z <br />} • O <br />cn w <br />CI cc <br />O <br />M 2 <br />o `-' p O <br />0 <br />W W • � <br />O O D W <br />w w C <br />W <br />W' W' • Q <br />Z Z ui ui oC 2 <br />O O U V Q U `CO' <br />V • U m m ¢ Q <br />d d OO NO OO t N <br />a J <br />z z z z z U Q <br />O 0 0 0 0 z <br />8 <br />p p p p p=J Q <br />a a a a a 2 <br />Z <br />8 8 8 8 8 8 o <br />av; <br />• w <br />p• ppp <br />a W - <br />W W W W Wp cc <br />N G <br />a a a a a <br />2 2 2 2 tZ w w 2 <br />W W W W W 3.(Q <br />W Ol c-I <br />11.SHAPING OF RECLAMATION MATERIAL TO PROFILE AND CROSS SLOPES MATCHING THE PLANS IS INCIDENTAL TO THE FULL -DEPTH RECLAMATION PAY ITEM. <br />12. STOCKPILING OF ANY SALVAGED TOPSOIL USED IS INCIDENTAL TO THE TOPSOIL PAY ITEM. <br />13. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL LANDSCAPING TO AS GOOD OR BETTER CONDITION. THE EACH QUANTITY CONSIST OF LANDSCAPING PER LOT. <br />14. SALVAGED MAILBOX POSTS TO BE PLACED TO ORIGINAL LOCATION OR AS DIRECTED BY THE ENGINEER. <br />15. LINEAR FOOT MEASUREMENT INCLUDES FLARED END SECTION. <br />GENERAL NOTES: <br />J N <br />J = <br />2 } <br />N m <br />O Z <br />1(7.g <br />8 Q <br />Z U <br />o <br />O <br />V <br />w w <br />m <br />Z (� <br />2 2 <br />cn U <br />w = <br />w w <br />J Q <br />� <br />is p <br />(7 J <br />Z J <br />cn p <br />X Z <br />W Q <br />J } <br />az <br />O <br />� <br />} W <br />Z w <br />a J <br />p m <br />w N <br />W Z <br />H O <br />Z <br />aa w <br />m � <br />Q <br />(7 J <br />OW <br />Z w <br />L!1 <br />� O <br />J � <br />Z U <br />oQ <br />} w <br />a2 <br />OZLd <br />Xt7v <br />a U H <br />a Z J <br />awe <br />alp <br />z O z <br />zto <br />O 0 <br />2 W w <br />N m p <br />m w p <br />Q � J <br />W J Q <br />~ p z <br />J Ur <br />H Z � <br />= N Z <br />p — Q <br />Z w w <br />OJ0 <br />�QLWi) <br />w O <br />� W w <br />a <br />pz <br />z O Z <br />H OQ <br />J <br />X v O <br />�aJ <br />Owe <br />z 2 x <br />o H w <br />Uw <br />O <br />oZ� <br />� <br />W J <br />2 w <br />p LQL <br />ci <br />3. STREET INTERSECTION CURB & GUTTER 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 />W l/') <br />W <br />~ U <br />(7 <br />z_ z <br />a w <br />J O <br />V � <br />W Z <br />cc, <br />m w <br />o U¢ <br />W d <br />V Q <br />Q � <br />w w <br />� G <br />O Q <br />a U <br />Ow <br />s m <br />a w <br />cn Q <br />N J <br />2 � <br />w (7 <br />2 Z <br />V z <br />ZQ <br />p <br />wL oC <br />� V <br />(7 d <br />z2 <br />w0 <br />m U <br />} p <br />J ¢ w <br />� <br />L2 <br />W J <br />Ln <br />Qa� <br />J E Z <br />N 8 O <br />Opp <br />z Q w <br />0 <br />� w <br />w P <br />Z W U <br />U U Q <br />w <br />=z� <br />Ln� <br />pries <br />aoz <br />2 <br />W J - <br />J Q Ln <br />� > r-I <br />m � O <br />�°Cz <br />o 2 <br />H a w <br />N w V <br />� � Q <br />Q J � <br />� w Q <br />NNE <br />w m w <br />w <br />w Q W <br />w (9 Q <br />� w a <br />Lc1Qco <br />¢ Z G <br />zQ� <br />U � w <br />i 2 <br />z� <br />Z 0 O <br />m Q <br />5 (9 >w <br />W z <br />Z W Z <br />Ln <br />Q <br />OV <br />p w <br />w � <br />Ov <br />aa <br />� d <br />Oz <br />N U <br />= Z <br />H Z_ <br />O� <br />� w <br />w (~ , <br />LL Q <br />W d <br />z O <br />N U <br />w Z <br />w ¢ <br />2 W <br />� d Lll <br />Q <br />O N 5 <br />Y W <br />Q¢z <br />m � W <br />owl <br />�Q> <br />O � d <br />p � p <br />a V w <br />� w Z <br />� � J <br />w w <br />N 2 H <br />U <br />LL z U <br />� O Q <br />d N W <br />W J <br />Z O W <br />O <br />iu280 <br />'LT), H <br />N <br />w <br />� w 2 <br />>�z <br />5' ' W � 2 <br />U O w <br />R�w <br />Q <br />Q � d <br />W Q � <br />F0O <br />w Q z <br />N 2 <br />w O m <br />W cz_c W <br />G <br />w m O <br />� U � <br />¢ Z w <br />Z � <br />O N <br />1r w <br />N <br />a X '-'-' 2 <br />Pr! <br />rit <br />0Qw <br />awes <br />ama <br />W p J <br />� W Q <br />2 L� <br />ESQ <br />Q G <br />cci <br />IP 22-02 AUTUMN HEIGHTS STREET RECONSTRUCTIONS <br />STATEMENT OF ESTIMATED QUANTITIES <br />a� <br />2 <br /><�./ <br />c-' r-I <br />M(�}t <br />S 1 <br />N o <br />O N <br />c-I <br />co a, <br />(N <br />N <br />W 19 <br />c-I <br />{ <br />N)7 N (E8 <br />{ 1; <br />M <br />}! N <br />� 1 c-I <br />O M <br />Ln N <br />c-I r-I <br />Ln <br />w N <br />N <br />o 'n <br />00 Ol <br />M N <br />Ol <br />O E. <br />c-I c-I <br />o <br />N,Q <br />� <br />. v-1 <br />M .,',2 <br />c-I <br />N M <br />rr: <br />N( <br />Sf .`4',`,;)) <br />M <br />� <br />N j <br />' <br />co Ln <br />I� c-I <br />N N' <br />N <br />O � ? <br />N M <br />) <br />r-I N <br />i 00) <br />( <br />`) N <br />c-I ,� <br />, <br />1 i L, <br />rl?J) l � <br />� )� <br />+' <br />J 8 <br />8 J <br />J J <br />5 5 <br />8 N <br />W W <br />U U <br />U U <br />'6 Q <br />V <br />8 N <br />o .,It <br />ZO Z <br />O Z <br />W W <br />,± W <br />W W <br />W W <br />J N <br />N W <br />J W <br />J J <br />W U <br />Inm U <br />'U mn <br />JmN <br />Item Description <br />MOBILIZATION <br />CLEARING TREE <br />GRUBBING TREE <br />REMOVE CULVERT <br />SAWING BITUMINOUS PAVEMENT - FULL DEPTH <br />SAWING CONCRETE PAVEMENT- FULL DEPTH <br />REMOVE CONCRETE PAVEMENT - DRIVEWAYS <br />REMOVE BITUMINOUS PAVEMENT- DRIVEWAYS <br />REMOVE BITUMINOUS PAVEMENT- ROADWAYS <br />REMOVE GRAVEL SURFACE - DRIVEWAYS <br />SALVAGE AND INSTALL MAIL BOX SUPPORT <br />TEMPORARY MAIL BOX CLUSTER <br />COMMON EXCAVATION (EV) <br />SUBGRADE EXCAVATION, REMOVE UNSUITABLE MATERIALS (EV) <br />HAUL & STOCKPILE RECLAIM MATERIAL (LV) <br />SELECT GRANULAR BORROW (CV) <br />SUBGRADE PREPARATION <br />WATER <br />AGGREGATE BASE CLASS 5 - MODIFIED (CV) <br />FULL DEPTH RECLAMATION <br />GEOTEXTILE FABRIC TYPE 4 <br />GEOTEXTILE FABRIC TYPE 5 <br />MILL BITUMINOUS PAVEMENT (2.0") <br />BITUMINOUS MATERIAL FOR TACK COAT <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 2.5" TRAIL <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) DRIVEWAYS <br />15" CS PIPE CULVERT <br />15" RC PIPE SEWER DESIGN 3006 CLASS III <br />18" RC PIPE SEWER DESIGN 3006 CLASS III <br />4" PERF PVC PIPE DRAIN <br />15" CS PIPE APRON <br />15" RC PIPE APRON <br />18" RC PIPE APRON <br />4" PRECAST CONCRETE HEADWALL <br />CONCRETE CURB & GUTTER DESIGN B418 <br />6" CONCRETE PAVEMENT DRIVEWAY <br />GRAVEL SURFACE <br />LANDSCAPE RESTORATION <br />TRAFFIC CONTROL <br />STORM DRAIN INLET PROTECTION - CULVERT <br />SEDIMENT CONTROL LOG TYPE STRAW <br />SILT FENCE, TYPE MS <br />STABILIZED CONSTRUCTION EXIT <br />TOPSOIL (LV) <br />FERTILIZER TYPE 3 <br />RANDOM RIPRAP CLASS III <br />SEEDING <br />HYDRAULIC MATRIX TYPE MULCH <br />SEED MIXTURE 25-151 <br />G1 <br />0 <br />Z <br />,, <br />,, ,, <br />r-I ,, <br />,, ,, <br />,, ,, <br />r�i <br />N <br />O <br />F-1 N <br />N <br />r7-I <br />N ri <br />O <br />Ln Ln <br />L n Ln <br />14 14 <br />14i <br />M <br />. <br />N <br />. <br />Cr1 <br />(JD <br />CO <br />1� <br />Z <br />Z <br />Q <br />� <br />2 <br />C <br />O O <br />S S <br />r I r I <br />N 0 <br />8 2 <br />N N <br />O O <br />S S <br />r I r I <br />0 0 <br />2 2 <br />N N <br />O O <br />Ln• Ln <br />• 4 <br />0 0 <br />5 2 <br />N N <br />O O <br />Ln• Ln <br />• - <br />0 0 <br />ri 5 <br />N N <br />O O <br />Ln Ln <br />4 4 <br />0 0 <br />r-1 5 <br />N N <br />O O <br />S S <br />4 d <br />0� <br />2 Ln <br />N N <br />O O <br />FD FD <br />Ln Ln <br />0 0 <br />2 ri <br />N N <br />O O <br />L.O FA <br />t0 l0 <br />0 0 <br />5 2 <br />N N <br />8 N <br />Fr Ln <br />N O <br />r-I M <br />r-i r1 <br />N N <br />O O <br />Ln Ln <br />r i Ln <br />c-I ri <br />N N <br />N N <br />O O <br />Ln Ln <br />Ln co <br />O O <br />2 5 <br />N N <br />O O <br />Ln Ln <br />N I� <br />M Ln <br />N M <br />N N <br />O O <br />Ln Ln <br />d d <br />tD `D <br />M M <br />N N <br />O O <br />Ln Ln <br />d d <br />'D LO <br />M M <br />N N <br />O O <br />S S <br />r i ri <br />O O <br />2 2 <br />N N <br />O O <br />Ln S <br />ri N <br />O O <br />Ln Ln <br />N N <br />O O <br />S S <br />r-I rl <br />O O <br />2 2 <br />N N <br />O O <br />S Lf7 <br />ri N <br />O O <br />2 2 <br />N N <br />O O <br />S Ln <br />r-I r� <br />M M <br />Ln 5 <br />N N <br />O O <br />Ln 3 <br />r� L.r) <br />M I� <br />Lc Ln <br />N N <br />O O <br />LA S <br />M M <br />� n <br />Ln Ln <br />N N <br />O O <br />2 Lli <br />M M <br />n n <br />Ln Ln <br />N <br />O O <br />Lli Ln <br />M 4 <br />n n <br />Ln 8 <br />N N <br />O O <br />Ln Ln <br />4 r-i <br />n r-I <br />Ln Ln <br />N N <br />O O <br />S Ln <br />Lf1 Ln <br />I� n <br />Ln 8 <br />N N <br />O <br />Ln <br />Ln <br />n <br />Ln <br />N <br />E 0 <br />2zZ <br />r-' N <br />M <br />Ln . <br />N W. <br />2 <br />7-1 r I <br />` I 74 <br />.r-I <br />,rI <br />O <br />N N <br />N N <br />N N <br />N N <br />N �M <br />M M <br />'CiM •M <br />M M <br />M M <br />M <br />4 <br />3 <br />4 4'4 <br />c <br />4 2 <br />Ln <br />AUTUMN HEIGHTS STREET RECONSTRUCTIONS <br />STATEMENT OF ESTIMATED QUANTITIES <br />00 <br />N <br />L <br />LLN <br />OC <br />❑ <br />U <br />w <br />UPDATE QUANTITIES ASSOCIATED WITH ADD. 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