Agenda - Council - 01/28/2025 - Laserfiche WebLink

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PAY ITEM NOTES: Statement of Estimated Quantities 1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. 2. EV TO CV CONVERSION FACTOR = 1.25. 3. EV TO CV CONVERSION FACTOR = 1.30. 4. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 0.07 GAL/SY. 5. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 113 LB/SY-IN. W LP) mz 2 j W Q � W Xd_ Q G W o m N � N oN wa Q � J z LYUJ W Oa zO a W � N W W N Z J 0 w 0 W X a ca csc G G .0 J z c W G W V � a 0 z N J W J xQ vi o Q w � w w N � z�z W w N ~ V N N 0 Z � J L,D J U N O z�0 w � w � � O 2 cX_ N J G a m o HL; Qz� v~,ao w � W N w � � N a H N U 9. STOCKPILING OF ANY SALVAGED TOPSOIL USED IS INCIDENTAL TO THE TOPSOIL PAY ITEM. 10.CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL LANDSCAPING TO AS GOOD OR BETTER CONDITION. THE EACH QUANTITY CONSIST OF LANDSCAPING PER LOT. 11.SALVAGED MAILBOX POSTS TO BE PLACED TO ORIGINAL LOCATION OR AS DIRECTED BY THE ENGINEER. 12.LINEAR FOOT MEASUREMENT DOES NOT INCLUDE FLARED END SECTIONS. 13.COORDINATE WITH USPS ON PREFERRED LOCATIONS OF TEMPORARY MAILBOX CLUSTERS. 14.FINISH WITH WHITE CURING COMPOUND 15.CONCRETE SPECIAL DRIVEWAYS SHALL BE MATCHED TO EXISTING COLOR AND FINISH. 16.DRAINTILE FITTINGS ARE INCIDENTAL TO CONSTRUCTION. 17.100' OF ADDITIONAL SILT FENCE WAS ASSUMED FOR AROUND RECLAMATION STOCKPILE. 18.COMMON EXCAVATION INCLUDES TOPSOIL MATERIAL REMOVED IN AREAS DISTURBED OUTSIDE OF ROADWAYS. 19.SUBGRADE EXCAVATION INCLUDES MATERIAL REMOVED BENEATH THE EXISTING ROAD SECTION IN SOIL CORRECTION AREAS. 20.BASE MATERIAL REMOVED IS INCIDENTAL TO THE REMOVE BITUMINOUS PAVEMENT - SOIL CORRECTION AREA PAY ITEM. GENERAL NOTES: � J w2o H w � J m 4 = O Z O N � z W J N � a w a 0 J = Q a } ��z Oma 0 Q � � Ur �zw w(,m z z d w p aka O o 'n w } H m N V J W a O Z 15 w J Q � ~ w Z � a ~ a N w X W N O J = � J � a m awo Z O w Q z Z zp0 z<8 000 2 w LO N H m 2 W W G H S J H 2 � w cc2 � W W w c(<-?c 0 G W J � oa NJ Z o � z wiz W a )� U zW W p Z Z w J�o~ J 02 w H ci 3. PERMANENT SIGN REMOVAL AND INSTALLATION IS TO BE PERFORMED BY CITY OF RAMSEY PUBLIC WORKS DEPARTMENT. w ~ Q p z W w 2 J 2 W J CJ w U Z m� N w w w N z O oc L Ln > p O p U 8 a z W 2Ngo�aO N w� N p v N U E L z m 2 z � O � ~ N E U w U N}C7wmJa !ibi!L4" U2w j N azaow NIN o m W 2 L~ O> N a gq:Lgi 00Na�a "21 z8W' U 2 4h2cc_ �w LnaL62a�ap w V m( V r"L7)LL z� c-I O w 4a Q W a O cac i giLigLggc, W2 2OzwU -Z J o 2 H a w' H a 1 a O W H w Z p w Q w � ' X w E> a Z a � w U w w m a � �SaaUv=i�a QLL_z�woaz � L � > W c z = Z cpc ~ > NENO � G a�aWcW Cd�2 c C7QgOVo\°Nam JCOm a°�O>?Wp��N � m a N i a �z JoCaw 6 = 2 0 m � �j wQQ> QZ z z 0 HmaN�a(.7Z C U V J w w J J J J v}i v}i v}i v}i v}i vri vri v}i i}i1 U U U U r =O V U v}i v}i ¢ 0 0 v}i w w w J J J w w J J J w w w w J U v}i w J J J i}i1 v}i v}i v}i in w w w w J J U U v}i w � ¢ ¢ � _ � O r r r ¢ J w `^ w 'a Q W m > Li' r : J ¢ p o m U N � M � p a ¢ .-I N X d 2 [G ¢ Y m K U U � N � O w O ¢ J j X m » - lZ7 ;IN � > J � .� U wCJ� ¢ w �_ � Q � � �� in w w dW�=!Lih � p�>QZ a O � _ O w O O�in � �� N U Q r r r w w w a Y cX Xa zz zzza aQO1W W W rL >> > crc m N U C lD -lD KXL7l7C7K Zr Z W O U G O r r OUOV)Odd w UdWWW Z OWc r (7 0 a o0oz r W rdC W W Y Z JMW.' W N Uy O> IfiliIIIIA„Li,5,i=iiffil!ifiE0"HHifililiplilq U ,n z O ZUZao J zw a a> u Q Q N> Q Q O OZO 9w9 awvmZx a r 0� � d U � � � � d J ¢ ¢ W � �CCWWU dr11111qiiiMPA8- """IILILI x o w W O o 0 o W u� a ��, 3 z zdo,,JJz� Jw m ,�,��rw r r z_ z_ z_ z_ r � z_ ,,, J� r �� w Z¢ zm Ncc � z¢Zz du - o' "' J xrJ O B w w � O ¢ Zow 0 wW 0 0°�w 0mra¢�> � �� z u8° 2 z uj;LLLL ¢ w O Owwa¢d ozOz ¢ r oc d U>oam zzza x O x ZZ w m ZZx aa a d w 2d 1wU 0 x xx x Qr OzY i0 X LLI N � � � w W U ¢ W U In K K Z > V1 Z J d W W W W y J z U o r Q (7 C7vri vi OU Ou lmJJ z Q m I o I ¢r Oti ofd=aaf a xl¢> z UvriV z w UU Uw w?wpmaO QlrJ Q Zw w W O UwXX O ¢ O ¢� (7w�z LL LLLL '-'� d Ua�d �O JLLa�O V� U�U�w w wU V �Vam�U N�iyZjZJ � 11 1 1 1io 8 m w m am a aa z aaa awz wzNzz z za,ar„aa oo Ja s¢ a a w o w a r LLJ r>> o �, �,gnoa oz¢-io 0 0-- - w zU�z v1 vi v1�ssz�L7 V v1 v1 2 �� ¢ � m r r r U r1 c-I N c-I c-I ry r r a V U U U s U- rc � 0 U U V w iv U � r r- r vri vri vwi N� F CO V V1 V1 V1 o x 0 0 z N � V N N N lD V1 M N N I� O '-I 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 O O O O O O O O O O O O O O ,4 O O O O O O O O r1 O O O O O O O O O O O O � V1 Lf1 Ln V1 Lf1 Lf1 VI V1 V1 V1 V1 Lfl V1 V1 L11 V1 V) V1 V1 lD lD V1 lD Ln O V1 Lf1 V1 Lfl Lf1 V1 V1 V1 V1 V1 Lf1 V1 � V1 � l0 W lD V1 V1 V1 L!1 Lf1 V1 1p V1 LI1 lD V1 V1 V1 V1 V1 u'1 tD l0 lD l0 lO u'1 � V1 V1 Lf1 V1 LI1 lD V1 Q .--I rl .--I ci � � � � V V V 7 7 V 7 7 7 V1 V1 V1 V1 l0 lD N M O .--I V1 N I� O O O .--I rl r-I .--I c-I c-I c-I rl .--I N N M l0 l0 lD l0 I� .--I .--I .--I N ci c-I rl .--I .--I rl .--I O O M M M M M 7 V1 Vl V1 N O N O O O O O O O O O O O O O O O O O O O O O O .-I N M .-I .-I M Lf) t0 l0 l0 ti O O O O O O O O O O O O O O O O .-I N N M M M M m m m m a a m � ry � n � ry ry � o0 F O r1 .--I ci r1 c-I c-I r1 , I r1 .--I .--I .--I e-I .--I �--I r-I rl .--I .--I L c-I .--I r1 i--I ci N N N M M M M 7 V1 V1 V) Ln V) Ln V1 V1 Vl Vl Ln V1 Vl V1 M VI V1 L V1 Vl Ln Vl V1 V1 V1 V1 V1 V1 V) V1 V1 V) V1 Vl V1 V1 L V1 V1 c 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 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 N N N N N 7. FLARED END STRUCTURE INVERTS ARE LOCATED AT THE END OF THE APRON. ESTATES 1ST & 2ND STREET RECONSTRUCTION X STATEMENT OF ESTIMATED QUANTITES