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1989 11-16 Special Meeting
IeRJ a L 117-11 MAPLEWOOD CITY COUNCIL 7:00 P.M., Thursday, November 16, 1989 Edgerton School Meeting No. 89 -25A A. CALLTOORDER B. ROLLCALL C. PUBLIC HEARINGS 1. 7:00 P.M., Roselawn Avenue, Arcade Street to Interstate 35 -E, Project 89 -03 (4 Votes) D. ADJOUNRMENT BAZ Jw Attachments Agenda Item Actio by Coun AGEND REPORT Endorsed...-..- Ig o d. i f i e d.,�..�. - -.-.- ,,, TOW L., i t y Manager Re j eoted.r .. FROM Assistant City Engineer Date l_1L ..:�I .C"I" h c:a e1 awn Avenue , Arcade to Interstate 35E, Project 89 ( _..F'Ltb l i c Hearin DATE November 6 1989 :I n t r~ r..) d c..t c� t i n n . .............. ........ .. camp �f th a b r idg e d p�..tbl i s he mai 1 ing r e c o rd is he UbfYi itted A resol Ution to author - Z e ati execution of a cooperati Agreement w 1 t h Ramsey C OU n ty for the construction of the proposed improvements is attached. t..t A copy of the October 12 1989 a g enda report is attached for^ reference. An informal pub 1. i c information meeting is chedul ed for Tht..tr s l November 9, 1989 from 3 to 6 p 1 . in the c oUnc i l C I" 1 r A (T ") r . cry N F: ( ?c- :ommendat i can II- i S r IF... that the project be ordered by adopting the attached reSO1 t..ttiort . BAZ Jw Attachments TD: FROM SUBJECT: DATE AGENDA ITEM AGENDA REPORT Action by Council , City Manager End or ee ?.goal f i e Assistant City Engineer ReJ ecte cL..___.........._ Date Rosel awn Avenue, Arc.ade Street to Interstate 35E Project 89-- 03-- Schedule P u b l i c Hearing October 12 , 1989 Introducti The -feasibility r e p ort orrt for the subject project is herewith transmitted . Thi report summarizes city costs and proposed f inanc2ng e It is requested that. a public hearing be scheduled . Background The proposed street. reconstruction is to be done under a coop erative agreement with Ramsey County A 40-foot wide bituminous street , with stripped eight -foot wide shoulders and Concrete curb and mutter on each side, is recommended. A f ive- -foot concrete sidewalk is proposed f or the north side of the street. This section is assent i ally the same as recommended and ap proved f or County Road C f rom T.H. b 1 to Hazel wood. 'The storm drainage system required for Rosel awn Avenue ut ilizes the major elements of the Edgerton /Rosei awn Trunk Storm Sewer, Project 85-08. The public hearing for Edgerton /Rosei awn Storm Sewer ! e 1 d on May 2 1988 was tab 1 ed i ndef i n i tel y pend i ng a y , � review of altern f inancing methods. The Edgerton /Rosei awn Storm Sewer feasibili report was ordered in March 1985, to evaluate means to prevent flooding at the Edgerton ponds locate between Ripley and Rosel awn and to accommodate anticipated reconstruction of Edgerton Street by Ramsey County. osed . Rosei awn Avenue improvement includes. the Since the p ro p Edg erton /Rose) awn Trunk Storm Sewer except for the storm sewer on Desoto Street south of Rosel awn Avenue, it is recommended that the gearing for Project 8--08 be terminated and consideration of the storm sewer be made part of the pub l i c hearing for Rosel awn Avenue Project 89-03. The area tr i but to the proposed trunt sewer on lDeSoto i s excluded from the hearing area of the Rosel awn Avenue improvements as shown on the attached map. The DeSoto Street trunk storm sewer would most economically be constructed as part of a f uture reconstruction of Desoto Street . Since the Edgerton /Rosei awn Storm Sewer hearing, the council has im P l emented a uniform assessment pol icy for, col 1 ector streets and stoma sewer. Attached is a copy of the summary of assessments Project 89 -03 2 October 12, 1989 based on the adopted pol icy of $500 and $ 1125 per Rl. or RM ves idential, unit for storm sewer and street , respectively . Al 1 Other land uses, except for park and cemetery, are assessed at $0.10 per square foot and 15 Per front f cot for storm. sewer and P q street, respectively* ive 1Y . Due to the m i n i"1 impervious surfacing in P 'parks and cemeteries, a storm sewer assessment rate of $0.025 per s care foot is warranted . The same rate of *15 per .front foot -for street is used for park or cemetery. report gives the Ma "The -feasibility l ewood sh are of estimated p P construction ction costs for street, storm sewer, and water main reconstruct i on costs* As noted in the f e a s i b i l i t y report, problems have been ex per i enced . with the existing sanitary sewers .At this time the television inspection of the existing sanitary sewer has not been completed so the 1 i m i is of sanitary sewer reconstruction are not definitively known. However based on the P robl ems experienced by the ut i 1 ity foreman in the maintenance of this 3 i ne , it is a reasonably conservative estimate that most of the segment from Kenwood Drive West to Desoto Street would require replacement. A preliminary estimate of $102 Construction cost for sanitary sewer has been developed. The 9 f of 1 owing table gives a summary of 1 ocal costs and f i nanc i ng . The engineering and administrative costs include 18 percent of construction cost payable t o Ramsey County as well as seven }percent. of construction cost for city staff time. Under the proposed osed cooperative agreement all easement and right -of -way acquisition is the responsibility and cost of the city. Compared with the 1988 feasibility report for Edgerton /Rosel awn Trunk Storm Sewer, the cost -For storm sewer and pond i ng easement is significantly reduced. This is due to a revision of the plane The. storm water pump station is currently proposed to be located on Edgerton Street adjacent to the ponds at Ripley Avenue. It would discharge to a shallow gravity storm. sewer on the DNR trail that would convey the water to Round LaEee . In this manner, the Lost of acquiring a storm water pond in the Maple Hills Golf Course is eliminatede The shallow gravity sewer on the DNR trail versus the deep outfal l previously proposed also saves significant construction costs. The only negative feature of the change of the .prel iminary design is that should Maple Hills Golf Course be developed. f cr• high density housing a separate storm ewe pumping r station would be necessary. The proposed gravity storm sewer outf al 1 is sized for such a future connection . The major factor in reduc i.ng the proposed local storm sewer cost ($721,000) compared with that presented in the 1988 Edgerton /Rose] awn Storm Sewer ($1,595. is the cost participation of Ramsey County. Previously, it was planned to receive a credit when Ramsey County upgraded Rosel awn or Edgerton Project 89 -03 3 October 12, 1989 f p roviding . i`n the storm sewer system and _ for part of the cost. o � 9 o ut f al ] . since the actual reconstruction of Rosel awn Avenue is to be done w i th the storm sewer construction, Ramsey County W3.1 1 'rectl share in the costs. 'The, deletion of. the trunk storm i y wn Avenue also decreases the sewer line on Desoto south of Rosel a I oval. c: os t for storm sewer. However , the area tributary to 1)e S oto Street storm sewer has been deleted f rom the. assessmen recovery computati and financing* Recommendation he ubl is hearing for .Project Rroject e5 -08 be It is recommended that t far terminat It is recommended that a new p�.rbl c hearing Ro sel awn Avenue and associated trunk storm sewer.. project be schedul ed . Due to the lar size of . the assessment area , arrangements have been made ' f or^ the use of the Edgerton Elementary School for Th ursday , November 16, 1989, be at 7 P -m 3 t i s recommended that the attached resolution be adopted BAI Attachments 60 �<< 112 � 24 N Oon P 58 LARK c. .�.""""' Ketier Lod. N1W�Y t VIKING O L I T TL E" CANADA w - cac: yJ o ® CO RD CO. RD ~8 AUR K E AV / 4 N W ,? �� ELD AV RICOE a ELOAI ;F AV cx o ..- o z d pehr /one •�SandyLake gE>`Mo� LA m Loke BE LM NT c4 a `, �, N E 'R G E v {co /cium Beds. ,� � f it SK IL L IAN AV SKtLLMAN Ar i = ♦,, x �- W K E N W O0 LLMAN AV A p 3 a 3 LA • i w MT VERNON AV Z q o~r Q v �T V RNUN , NT VEA AV W W Qy / � DOWNS AV 66 %.....� ROSEL AWN AV r n N 13ELLW000 A B ELL w000 Q+. BELLWOOD AV ' 60 13 Z e�L �►�o 0o A V .. � �> o n i ♦". IWIN R AV Q O !" o FE NTON AV W cr qQ- Ln IONAG _ y JIM h 1ST' t E fl?' 2 h �'�'p 2 R i P L r AV R E C R E A r u ,♦„ �- = v �:, a u '^ '- a �,. �� a 2 7 • /Round 2 V A V KINGSTON AV ,�q �t e W KINGS 0 iz TON �- W J a W 3 � N PAID Z }, QV J � � n 30 CD � J Q d / Q 3 AV W a �' � LRItP EN TEUA r--• 5 8 11 �� 5T 55 5 0 A INT 3 S PA C 6i HEARING AREA R f PROJECT 199 -03 £DOERTONIROSELAWN IMPROVEMENT r SCALE N/A NI Storm Sewer Main . item Street* Sewer Recon st . Reconst . Total Construction Cost $306,400 $446 000 , $102 000 � $24,000 879, Engin and Admini stmt i on - 76,600 111,500 25,500 6, 219 , 800 ]Easement and . R ight-of-Way - 11 , 000 1639500 �. - 174 'Total Cost x394,000 X721 , 000 - $ 500 , $31 ,000 $ Assessment Recovery 138,000 603 000 , - - 741,000 tln /DDT LISA Df -- soft 256 Sy stem Transfer 256,000 - Sen eral Db i i g at ion ' - 118 - - 118 nc i n F in anc ing B.an i t ary Sewer Depreciation Fund -- - 1 27,500 - 127 Hydrant Fun d Mow - - 31 31 9 000 Total Financing , $394 0 .00 $721 000 � $127, $31 1 000 $1,273 9 500 curb and gutter, walk, and wal *Excess width, **Storm sewer^ , pond construction and Round Lake p o � outfalI . r ?AGE 1 OF 3 DlP NO. 6016 RATE 10 -04 - 1959 ' PROJECT N0. 89-03 EDGE RTON / ROSELAWN IMP Pii 1 ( P ) AT ** $ 5 +0.000 EA. _ PROJECT SCARY * SF . AT * * * *$0. 100 'SE C- 49 PARCELS ASSESSED * 22 525. * ��9, SF AT * * * *$04, 025 EA. ITEM 013ANT I PER AT RATE EA. ASSESSMENT _ 'STORM. SEWER (RL -RM) * * ** *50.000 UNITS AT * *$ 500.000 EA. *, 000.00 STRM SE W t RH- -COMM)� *�. 0� SF ATQt. 100 _ EA. ** *0.00 STRM SE W (CEME TAR YI�'ARKS) � *��,�����►.000 SF AT �* * ***s0.0�5 EA. * * ** *0.00 STREET t RL RM UNIT AT $ 1, 125.000 EA. _ **$11,25e', 00 S TREET (ALL OTHERS) �� *� * * *��0. 000 FF AT = 000 ���� 1 �. EA. * * * * * * *Q►. Q►Q+ SE C- -1?-- Y- -29— R- 22—{ -1 19 PAR ASSESSED ITEf�! GWNT I TY PER RATE ASSESSMENT STORM SEWER SEWER ( RL -RM) * 00 UNITS AT * *$500. EA. _ EA. * $S, 50Q►. STRM SEW (RN-COMM) * *0.000 SF SF AT AT * * * *s0. 10o ��. * ** * _ EA• * * * * ** *$0.00 STRM SEW tC EMETARYIPARKSI * ** * *0.000 * * * ** 13.000 . UNIT AT $ 1, 1 25.000 EA. _ * *$ 14, 625.00 STREET . (RL -RM) STREET (ALL OTHERS) FF AT C * * *� 1 �. 000 EA. --- �--- T--29--R- 22 —tQ -22 SEC 1 87 PARCELS ASSESSED QUANTITY PER RATE ASSESSMENT ITEM 'STORM SEWER (RL RM) * ** * * ** 8 B• 000 UNITS AT * *$500, 000 EA. _ * * 44, 000. 00 * * *� 1�, 193.90 STRM SEW tRN —COMM) � * 1 1 939.000 � SF AT AT ****$0. 100 � ** *0.025 EA. EA. _ 00 STRM SEW (CEMETARY /PARKS)* * * ** *0.000 * * * * * ** *@.000 SF UNIT AT $ 1 125.000 EA. STREET. (RL -RM) tALL OTHERS) � * * * * * * * *Q•0 FF AT * * *$ 15.000 EA. STREET SEC --17 -T -2 9--- R -22 -O Q- 2 3 I TES! STORM SEWER (RL -RM) STRM SEW ( RH --COMM ) STRM SEW (CEMETARY /PARKS) STREET tRL -RM) STREET (ALL OTHERS) SEC-- 17- T- ,29-R x} --24 ITEM STORM SEWER (RL -RM) STRM SEW (RH -COMM) STRM SEW ( CEMETARY /PARKS ) STREET ( RL--RM ) ST REET ( ALL OTNE RS ) 65 PARCELS ASSESSED ANTITY PER RATE ASSESSMENT UNITS AT ** $ 5 +0.000 EA. _ *04 B, 000 o 00 * SF . AT * * * *$0. 100 EA. _ * * * * ** *0.00 * 22 525. * ��9, SF AT * * * *$04, 025 EA. 488. 13 * * * * * * ** 10, 000 UNIT AT 5. $1, 12 000 EA. * *$1 2500 00 * * * * ** *435. 100 FF AT * * *$ 15.000 EA. = ** 14, 74.30 22 PARCELS ASSESSED Qt3A NTITY PER RATE ASSESSMENT U NITS AT * *$ 500. 000 EA. _ * * *5, 00�►. Q►0 ** *931 150.000 SF AT * * * *$Z, 100 EA. _ ** 93, 1150 00 ' �* *409, 972.000 5F AT *** *�6t�. 0�� 2 _ EA. * *$10 l 249. 30 * * * * * * ** 10, 000 UNIT AT $1, 125.000 EA. _ * *$1 2500 00 * * * * ** *435. 100 FF AT ** *$15.000. EA. _ * * *$6, 526.50 DIP No. . 60 l 6 PAGE 2 OF 3 PROJECT NOO 89— 13 EDGERTON/ RDSELAWN IMP PH 1 (P) PRAT SUMMARY SEC-17-7-29—R-22-00.31 SED ITEM. S TORM SEWER (RL — RM) STRM SEW (RH —COMM) STRM SEW (CEMETARY /PARKS) STREET (RL--RM ) STREET (ALL OTHERS) :vEC- -17- -T-- 29 R - 22 .ITEM STORM. SEWER ( RL — RM) STRM SEW (RH —COMM) STRM SEW (CEMETARY /PARKS) STREET (RL --RM) STREET ( ALL OTHERS ) SEC- ,1 ?- -T- -29-- R { ITEM 4�'► �ARI�1.'5 GUAWI * *� 106, ffd0.000 183, 081.000 We 5' PARCELS ASSESSED ITY * ** * * *12. coo ���462, 3.18.000 1, 105,o 680 47 PARCELS ASSESSED WANT ITY STORM SEWER (RL - RM) STRM SEW (RH —COMM) STRM SEW . (CEMETARY /PARKS) STREET (RL —RM ) STREET (ALL OTHERS) SEC— 17— T- 29— R -22—M —41 ITEM STORM SEWER (RL- -RM ) STRM SEW (RH —COMM) STRM SEW (CEMETARY /PARKS) STREET (RL — RM) STREET CALL OTHERS) SEC- -17-- T- 29— R {W --42 ITEM STORM SEWER (RL --RM ) STRM SEW (RH —COMM) STRM SEW (CEMETARYIPARKS) STREET (RL--RM ) STREET ( ALL OTHERS) 10--04 -1989 PER AT RATE EA. = ASSESSMENT SF UNITS AT * *$500.000 EA. _ *x$24, Q�00.0Q► SF AT * * * *$0. 100 EA. _ **$10 660000 SF AT * * * *$0. V0-5i EA. _ ***$4 UNIT AT $1 @00 EA. _ * ** 9, 000.00 FF AT ** *$15.000 EA. *139.000 PER AT RATE EA. _$ ASSESSMENT UNITS AT * *$500, 00et EA. _ ***$6,0 SF AT * *$0. 100 EA. = * *$46, 21341 80 SF AT * ** *$0.02 EA. = * ** * * *$Qt.0 UNIT AT $1, 125.000 EA. = * * *$1, 125. FF AT ** *$15.000 EA. = **$16 PER RATE ASSESSMENT 76 PAR ASSESSED QUANTITY UNITS AT * *$5004, 000 EA. _ * *$ 8, 000.00 SF AT* *$0.100 EA. * *$34, 0t��►. 00 Q►. 0�0 SF AT * ** *$0.445 EA. now ******* 00 * * * *36 292^.000 ' UNIT AT $1, 125.000 EA. * * ** *$907.30 ** 10.000 FF AT ** *$15. EA. _ * * * * * * * so* 00 76 PAR ASSESSED QUANTITY PER RATE ASSESSMENT UNITS AT * *$500.000 EA. = * *$34, 0t��►. 00 _ 00 SF AT * ** *$0.100 EA. _ *$5, 1060 20 * * * *36 292^.000 ' SF AT * ** *$0.025 EA. _ * * ** *$907.30 ** 10.000 UNIT AT $1 _ EA. * *$11 250.0► , *139.000 FF AT ** *$15.000 EA. _$ , 085.00 1 PARCELS ASSESSED QUA NTITY PER RATE ASSESSMENT UNITS AT * *$500.000 EA. _ *$Q►. 00 SF AT * ** *$0.100 EA. _ 1 150.000 SF AT * ** *$0.025 EA. = * *$48, 9 &-8.7 5 .957 UNIT AT $1, 125.000 EA. _ *****1 FF AT ** *$15.000 EA. = * *$,92, 052.:'5 1 XIGE 3 OF 3 D/P NO. f�016 PROJECT x1348 89-03 EDGERTON /ROSELAWN IMP PH 1 (P) PROJECT SU�WRY SEC— v7— .T- -29. —R-22— X2--.43 48 PARCELS ASSESSED IIEM WANT ITY PER RATE STORM SEWER ( RL —RM) STRM SEW ( RH-- COMM)* * STRM SEW (CEMETARY /PARKS) ***624 STREET ( RL--RM) STREET (ALL OTHERS) * * * * * * *Q►• N00 SEc- 1 ?-- T- 29-- R-- 22- 00 - 44 ITEM 78 PARCELS ASSESSED QUANTITY STORM SEWER . ( RL— RM) STRM SEW ( RH — COMM) ***4350 00 STRM SEW. (CEMETARY /PAW&S) ** *9091097m000 STREET ( RL-- RM) STREET (ALL OTHERS) SEC-18—T-29—R-22-012-14 ITEM 2 PARCELS ASSESSED QUANTITY STORM SEWER ( RL— RM) STRM SEW (RH —COMM) . * * * *30, 744. STRM SEW (CEMETARY /PARKS) STREET ( RL --RM) STREET (ALL OTHERS) * * * * ** *4.24.800 SEC- - 18 — T-- 29 R 00 ITEM 21 PARCELS ASSESSED QUANTITY STORM SEWER ( RL —RM) AT STRM SEW ( RH —COMM) ** *241, 022.000 STRM SEW (CEMETARY /PARKS)+ * *' * ** * 0 . 000 STREET ( RL--RM)' *' * * * ** *6 STREET ('ALL OTHERS) **$15 617. 1.3 SRS T0TAL5 566 PARCELS ASSESSED AT $1 # 125.000 ITEM "NT I TY STORM SEWER ( RL.--RM) * *535.000 STRM SEW ( RH— COMM) *2,,265 620.800 STRM SEW ( ARY /PARKS) *4, 378, 802.800 STREET ( RL- -RM) * * *62. ia00 STREET (PILL OTHERS) *** * *4, 558.35p0 10-04 -1989 ASSESSMENT UNITS AT * *$500.1300 EA. _ **$25 00 SF AT * ** *0.100 EA. _ * * ** *0.00 SF AT * ** *$0.025 EA. = **$15 617. 1.3 UNIT AT $1 # 125.000 EA. _ * * * * ** *$0.00 FF AT * * *$ 15. EA. _ * * * * * * *0. Q►0 PER RATE ASSESSMENT UNITS AT * *$5000000 EA. SF AT * * * *$0. 100 EA. _ * *$43 078.50 SF AT * ** *$0.025 EA. _ * $22 , 727.4.3 UNIT AT $1, 1 5. 000 EA. * * * * ** *$0.00 FF AT ** *$150000 EA. _ * * * * * * *�►. Q►0 PER RATE ASSESSMENT UNITS AT. * *$500.000 EA. _ * * * * * * *�►. 00 SF AT * ** *x0. 1000 EA. = * * *$3 074.40 SF AT * ** *$0.025 EA. = 00 UNIT AT $1 125.000. EA. = * * * * ** *$0.00 FF AT * * *$15a el00 EA. = ***$6,3 PER RATE ASSESSMENT UNITS AT ** 500.000 EA. _ * *$10, 0Z0s, 00 SF AT * * * *0. 100 EA. = * *$24, 102.20 SF AT * ** *$0.025 EA. _ UNIT AT s 1 125.000 EA. = * * *$b, 75;cl• 00 FF AT ** *$15.000 EA. = * * * * * * *0. 00 PER RATE ASSESSMENT LIN I TS AT **$500. ON EA. = *$267,500o 00 SF AT * * * *0. 100 EA. _ *226, 562.00 SF AT ** **$0.025 EA. _ *$10 470.05 UNIT AT $1,125a 000 EA. .**$69 W FF AT *** *$15.000 EA. _ **$68,375o 25 TOTAL AKOUNT ASSESSED FOR THIS PROJECT **x741, 657.30 Id • p Nil, 119 EDMJ?T DN/Ra 3M PH 1 (p) � ' D. /P NIL 601 6 DljMff CHECK LIST STORMS SEWER (RL --RM) - UNITS Cam.,,, 2) = STRM SEW (RH -COMM) -.SF ILL... 3) = STRM SEW (CEMETARY /PARKS) -- SF COL s, 4) STREET (RL --RM) -- UNIT L'i�.... 5) STREET i RLL. OTHERS.) - FE 17-- 29--22 13 000 6 1- A ""' - `007 17 29-22 13 � • 1? 29-22. 13 00 0i 0Q► 0.00 -- - - 0010 17 29-22 - 13 1.00 0. �0 17...29 -22 13 17-29-22-13-0012 0.00 0i 00 -- 13 17 X9--2 2 - --0013 1.00 0i 00 1.00 17 -- 29-22-13-0014 - - 1.0Q� 0.00 0.00 1.00 17-29-22-13 �. 0� 0.00 400 1 0.00 lr 00 _ � _ 016 17' 29 22 13 0 1. Q�0 �. 00 0.00 0.00 -- -- -- 17292213 017 0 1.00 �. 0Q� 0r 00 0i 00 17- 29- 22- - -Qt016 1.00 0.00 0.00 0.00 -1. 17-29-22-1 Q0 0.00 0000 17 29 22 13 00 0.0�► 10.00 17- -29- -22- -13 -0021 1.00 e. 00 0.00 0.00 17-29-22-13-0027 1.00 0.00 0r 0000 0r 00 17- 29-- 22 ---13 -0028 1.00 . 00 /� 17-29-22-13-00 29 1• 0000 0.00 -- -- �0 17 29 2.2--13 -0 0 1.00 0 0.00 0.00 17 -2 9 -2 2 -- --0031 .. . 13 1.00 . 0000 0.00 0. �►�► � _ ... --•_ _ -` 17 2.9 2c 13 00` 1. Q�0 0.00 0. 00 0.00 17 29--2 13 00`3 0r 0o 0.00 0i 00 -1.00 17-29-22-13-0034 0, 0Q� 0.00 1 r 00 17-29 1 0 0 r 00 0000 1.00 - 17 29-22-13-00`6 1.00 0.00 0 00 1.00 17--.29- 22- -13 - 00337 1.0 0.00 . 0.0.0 0.00 17 1.00 0100 04,00 0r 00 17 1.00 . 0i 00 0.0e► 0.00 17-29-22-13 1.00 0400 0. e►0 eta 00 17- 29- -22 -13 - 0041 1.00 0 i 00 0.00 0.00 17-29-2-`2-13-0042 1.00 0.0 0 0a 00 0r 00 0r 00 17-29-22-13-0043 • 00 0.00 041 00 0.00 17 -- 29--22 --13 - 004 4 1.00 00 00 0000 • 0i OIL 17 2i '>_ 13 - 00 C 2 1000 0000 0.00 0.00 c 17- �29- 22 --13 - 00.4 1.00 0.00 0.00 0000 00 17-- 29-- 22 -13 - 5 1.00 0.0Q� �►. 00 0.00 17- -2.8--22- 13 - 0i�5 7 1..00 0. Q0 0.00 0.00 17- X9 - -22 -13 -00,8 1.00 0.00 0.00 1..00 0Cg 17--29 - 22--13 _ 0 � 1000 0r 00 0.00 i. 00 17-29- 22-13 -0060 1000 0000 0r e o 1. 00 17-29-2 1000 00 00 00 00 1.00 17-29-22-13-0062 1.00 0.00 0.00 - 17-29-22-13 1.00 0.00 0000 0.00 0000 17 -- 29 _ 22 - 13--0064 1800 0r 00 0.00 0i 00 - - 3 - 8066 17--29 22 1 1. �0 0.00 0000 0.00 17-29 - 22 -13-00t5'7 1.00 0.00 0.00 0.00 -- --0070 17 29 22 13 1000 0.00 0r 00 0000 17--29 - 22--13 -0071 --%o- -•r 1.00 0 0r �� 0• S.``' 0000 17-- 29- 22- 14 �00.5r 1 . 0i• COIL 5 0« 00 0.00. 0.0 0 r 00 0.00 0.00 0. eel 0. Q►�► 0r 00 :0.00 e►:. 00 0. 00 e►. 00 0r 0o 0, 00 0.0o 0.00 0.00 0.0�► . .0.00 0r 0� 0 00 0.0Q� 0.00 0.00 0.00 0.00 0. 00 0r 00 et i 00 0.00 0..00 0f 00 0.00 0.0a+ 0.00 0.00 0r 0� e►. 00 0f 00 0.0 0.00 0.00 0f 00 oleo 0.00 89 -03 EDGERTON /RUSEL AWN IMP PM 1 � �` � PAGE 2 u� 1 � 10 04 1989 • �.CT hID. PRDJF D/P N0, 6016 DMNT 1 T Y CHECK LIST T�OL. 1 y ST13RM SEWER (RL -RM) . -- UNITS �) ST RM 'SEW (RH -COMM) . - SF COL. 3) STRM SEW (CEMETARY /PARKS) - SF COL. 4) = STREET (RL--RM) UNIT LCIL.. 51 = STREET ( ALL OTHERS) - FF - PIN Noe COL 1 COL 2 COL 3 COL 4 COL 5 -- 17-29-22-14-00.353 1. 0.00 0.00 0.00 0.00 17- 29- 22 -14-0034 0.00 0.00 0.00 0.00 0.0o 17- -E9 -22 - 14 - 0035 f 1.00 0.00 e. ego 8a 00 1?- -29- 22--14 -0036 1. id0 08 00 17- 29--22 -14 - 0037 1.00 17-29-22 1 00 00.00 0.00 1.00 o. 00 17- 29 -22 -14 -0039 2.00. 0 00 0.00 1.00 0.00 17-29-22-1,4-0040 1.80 011 G�0 0.00 1.00 0.00 17 -29-- 22 --14- -0050 1.00 0.00 06 0.0 1.00 0.00 _ -- -- 17 29--22 14 0051 1000 0. oo 0800 1.00 0.00 17.2.9 22 14 002 1.00 0.00 172922140 1.00 . 0.0o . 1.00 0a 4- 17 -2 9 -2 2 -1 1* 00 0. Q�0 0.00 1.00 -- -- -- -0055 17 2g 22 1 1.00 0. 00 0000 1.00 0.0 - 22-14-0079 .17-29- 2 1000 0.00 0000 00 1.00 0. 00 17-29-22-14.0080 1.00 0.00 0. 0. 00 1800 1 7- 29 -22 -14 -0081 1.00 0.00 0a 00 1 00 0.00 � 17 - 29 -22 -14 -0080 l a 00 Q+. 00 0..00 a 0.00 0a 0� � 17- 29-- 22- -22 -000c 1.0 0. RHO 0.00 06 00 r- 17- 29--222 -0003 1.4� 0.00 ((�� 0. 01LJ _.. 9."`2L7_"G2"0004 17 2 0. i�0 0. 00 1?'- 29- 22- 22 - 000 1.00 0. 00 0.00 0.0�► 17 29 -22 -22 -0006 1. 0. �+0 0.00 0.00 17-29-22-22-0007 1.00 0.00 0.00 0.00 0.00 17-29 1.00 0.00 0.00 0.00 0000 1 7-- 2'9- 22- 22 -00Q�9 1.00 0. 00 0.00 0.00 0.00 17-29-22-22-0010 1.00 0.00 0.00 0.00 0.00 17-- 29 -22 -22 - 1800 0. 00 0000 0000 0.00 17- 29 -22 -22 -0014 1.00 0.00 0000 0100 00 00 17- 29--22 -22 -0015 1.100 0. 00 0000 0000 0600 17- 29 -22 -22 -0016 1800 0.00 . 00 00 0000 0000 17-- 29--22 - 22 - 0017 0a 00 11939.00 04,00 0.00 0.00 17- 29- -22 -22 --0018 1000 0.00 0000 0.00 0000 17- 29- -22 -22 -0019 1800. 0600 0. eo 0.00 �►. 00 1 7- 29- 22- 22- -00?0 1.00 0.0Q� 0.00 0.00 @moo -- 9- -22 -22 -0022 .17 2 1.00 o. eo Q�. 00 0.00 id. �►0 0.00 17 - 29 -22- 22--0023 1.00 0.00 041 0.00 0.00 .. 9- -22 -22 -0024 17 2 1000 0600 0. 00 0900 0.00► 17-29-22-22-0025 1000 0000 0000 0000 0.0�► - 17 -2 9 - 22 -2 2 -0026 2 -0026 1100 0000 0000. 0. 00 0a 00 17 -2 9 -2 2 -22---0027 1000. 0.00 0800 0000 0.00 17 2000 0100 0600 04-00 0a 00 - 9-- 22--22 - 0029 17 2 1. id0 0a 0Q► 0.00 0.00 ®.00 w - 2L' -22 -00.x0 i7 29 1.00 0.00 0.00 0.00 0 17-29-22-22-0031 1.00 0.00 0.00 0.00 0. i�0 - -- 2 -22- -0032 17292 1.00 0.00 0.00 .0.00 0.00 17-29-22-22 1.00 0.00 - 0.00 0.00 -- - 2 -22- -0035 1 ?292 1.00 0. 00 0.00 Q. a 0.00 17 -29- 22--22 -0036 1.00 41.00 0.00 0000 Q►. 00 17- 29- - 22 - 22--0037 1. 00 0. 00 0.00 _0.00 PROJECT NIL 89-03 t :juuhm 1 uNI nuor.L.Hroji st•ir- r-i a 'D /P Me 60 16 U LLANTITY EHECK -LIST • V ol 11 STORM SEWER. (RL-RM) UNITS STRM SEW (RH-COMM) SF COL. 3)'= STRM SEW (CEMETARY/PA.RKS) SF STREET (RL - UNIT. CO1 5) STREET (ALL OTHERS) FF pi N PI COL 1 COL 2 COL 3 COL . 4 17-29-22-22--003B oleo 0.00 0 0. 00 17-29-22-22-0042 1,6100 0. 00 0000 17- 29- - 22 -22 -0043 1 1.000 The 0 0 0.00 17-29-22-22-0044 1000 0.00 0. 00 17 - 29 -2,2-22--0046 1 oleo 0. �0 0.00 17 - 29 -22-22-00-47 .1*00 0.00 0.00 17-25-22-22-004B 1. �0 i�. 00 : 0.00 �. 0Q' 17 - 29 -22-22-0049 I.00 0. 00 0.00 0.00 17 29 22 1000 Oleo 0.00 1 7-29-22-22-0051 1000. Oleo evoo 0000 17 29-22 2 2 0800 0.00 emoo 17-25-22-22-00574 oleo 0000 @moo -- -- - 2`005 ; 1 .00 oleo 0000 0000 0000. 17-29-22-22-0056 .1000 0000 0000 17-29-22-22-00f,.J7 1 . oet 0.00 oleo 17-29-22-22-0058 1000 0. 00 17 - 2 9-22-22-0059 1000 0000 @see 04.00 0000 0. 00 0400 0400 floe 0000 oleo 22-0063 0.00 0.00 _ _ 64 17 29 22 22-00 Igoe 0.0.0 17-29-22-22-0066 @see 17-29-22-2--- b 17-29-22-22-OOG9 Oleo 0. 0¢l _ _ _ i 17 29 22 22 0070 1600 0000 oleo 0.00 17-29-22-22--0071 1.000 0000 0000 0.00 17 - 1600 0000 00 17 - 2 9-22-22-0073 Igoe ea ele .100 , 0400 0.00 17-29-22-22-0074 1000 0000 oleo 0.00 17 - 29 -22-22-0075 Imoo 0000 000 et 17-29 Igoe oleo 0000 0600 17-29-22-22-0077 Igoe 0000 08 00 17-29-22-22- 0078 a 0 WI 0000 0000 17 29 - oleo 0800 17.29 -22 22 ON 17 29-22 22 0.00 0.00 0. 00 Igoe oleo 0900 0000 17-29-22-22--0083 11900 oleo 0800 0600 17-29-22-22-0084 1000 oleo 0r 00 Oleo - - - �2- -0r�BJ 17 29 22 1000 0000 0.00 0.00 1000 oleo oleo 0000 17-29-22-22--0087 1000 Oleo 0. 17 29--22 22 oleo 17,29-22-22--0089 Igoe 01 el: 00 17--22-22-0090 29 Igoe 0000 10 COL 5 0. �0 0. et0 Oleo 0.00 0.00 0. 00 00 oel Oleo 0. 00 .0000 0800 oleo .00.00 00,00 es elo. 0600 0000 0.00 0: oo 0000 0600 0000 @to► oleo oleo 0000 D/P NQ. 6016 i t 121JANTI TY CHECK LIST ; r.DL_. 11 STORM SEXIER 4 RL -EM ) -.UNITS . 1 2) = ST RM SEW t RH -COMMA SF CCLL. 3) = STRM SEW (CEMETARY /PARKS) -,SF ,CpL. 4 0 = STREET ( RL -RM) - UNIT rni 5) = STREET (ALL OTHERS) - FF PI N ND. COL 1 COL 2 17--29 - 22-22- -0091 1.00 0.0 o. eo 1.7- X9--22- 22 -01�d2 1. �0 0.00 17- -29- -22-22 -0103 1.00 0.00 17-- 29--22- -22 -0106 2.00 O i 00 17- -29--22-- �3 --P�00 2 1.00 0. oe 17- 29--22 --23- -000? 1. fi0 0.00 17- -29- 22 --23- -0003 1.80 0. 0�► 17-- 29 -22 -23 -0004 2.00 �. 00 17- 29 -22 -23 --0000 1. C oo 17- 29 -22 -23 --0006 1.00 0.00 17--29 -22. 23--0007 1.00 0800 17-- 29- 2.2 -23 --0008 2000 0000 17- -29 -22 -23 -0009 18.00 0400 17- -29 -22 -23 - 0010 1.00 0.00 17- -29- 22--23 -0011 1.00 0.00 17 -29-- 22--23 -0012 1.00 0000 17- 29- 22 -23 -0013 low 0.00 17- 29- 22--23 - 0014 00 17- 29--22 --23 -001 1100 0. 0�► 17- -29- 22--23 -0016 1.00 0.00 17-- 29- 22--23 -0017 1.00 0.00 17 --29- 22--23 -0018 1.00 01 00 17- -29- 22--23 -0019 1000 0.00 17-29-22-23-0020 1.00 0000 17- 29 -22 -23 -0021 1.00 0000 17- 2.9 -22 -23 -0022 1.00 0000 1 ?-- 29- -22 -23 -0023 1.00 Oi 00 17- 29- - 22 - 23 -002 1000 0 i 00 17- 29- 22 23 -0025 1000 00 00 17- 29 -2? -23 - 006 1.00 Oi 00 17--2.9 -22 -23 -0027 1000 0800 17- 29 -22 -23 -0028 1900 0100 17- 29 -22 -23 -0029 1000 0100 17- -29 -22 -23 -0030 1. QO id. 00 17- 29-- 22--23 - 00 3 1 1.00 0. 00 17. 29 -22 -23 -0032 1.00 0000 17 -29- 22--23 -0033 1000 0.00 17-29- 22--23 -0034 1000 0.00 17- 29 -22 -23 -003 11000 17- 29 -22 -23 -0036 1000 0.00 17729 -22-23 --0037 1 ol eo 17- 29- 22 --23- -00.x8 1.00 0.00 17-- 29-- 22- 23- -00359 1600 0i 00 17-- 29 -22 -23 --0040 2.00 0.00 17- -29 -22 -23 -0041 1.00 17-- 29-22 -23- -0042 1000 0.00 17- 29 -22 -23 -0043 1000 0.00 17- 29- -22- -23 -0044 1600 0.00 17- 29 -22 -23 - 004 � 1000 0. 00 COL 3 0.00 0.00 0.00 0.00 0.00 oo 0400 0..00 0.00 -0.00 Oi e►0 . 0.00 Qi. 00 0.00 0.00 0: 00 0.00 0.00 0i 00 0.00 0i 0L• 0.0 0i 00 0.00 0.00 0.00 0.00 0.00 0.00 id. 00 0.00 0.00 0 i e►0 0. e►0 .0.00 Oi 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 COL 4 0.00 0.OQ► 0.00 0. e►0 0.00 �. 00 0i 00 �. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. e►0 0.00 0.00 0.00 Q►. e►0 0.00 0.00 0.00 0C 00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EDSERTON! NUbLLHwn rar DIP NU110 X01 b 10-Q►41'��� COL 3 I)L;AN T I T Y LHECK LIST COL 5 0. 00 '- SEWER ( RL--RM) UNITS I�DL• 1 '� STt3RM 0.00 DD" 2) _ STRM SEW tRH--CoMm) -- S F STRM SEW ( CEMETARY /PARKS - SF call 31 -4) STREFT ( RL -RM) - UN IT 0.00 ECU 5 1 STREET (PILL DTHERS - FF �•�� PIN "3- CLL 1 COL 2 ..... 17 2� 0.00 Be ism �!. �Q 17- -29-- 22--23 --0047 fa. � 0.0 ti . 17-.2g.-2 I.00 Of .00 17- 23-- 22-23 -0049. �t 0 0.00 17.- 2.9 --22- -23--0050 2.00 0. 00 17 -29- 22--23 -0051 All 0z 0.00 0.00 -- 22- 23- -0►0c'? 17 29-- 1.00 0000 17- 29- 22 -23- 3 0.00 - 17-29 1..00 0.0 17-- 29 - 22- -2 3 - 0055 2.00 08 Qi0 - 22 -23 -0056 3.00 $. 00 17- - 29 - 22 - 004i7 3.00 120.78 17-, 0. ez 0. 00 17-- 29- 2z -23 -0 +59 0.00 0, e►0 17 X3-22 2 3.00 0. 00 1?- -�9 -22 -23 -0061 2.0 0 0.00 -- 9--22 -23- -0062 17 2 0 .. 00 0.00 17- -29 -22 -23 --0063 2. �+0 0.00 -- 3 -0064 17_ 29 2 5. 00 0.00 17--29 -22-23 -0065 1.00 84185.00 17-29 ib.0� 67(b723• Z Z 17 2 0' 00 0.00 17- 29- 22-- 24--0003 0.00 0.00 -- 22- 24- -0Q�Q�4 17 29- Q. id. 00 51278o OZ �. 9-- 22-- .24 -0i�05 17 2 0. Q►0 79014000 17 29 0. �0 59758.00 17-- 29 - -24 --0007 0900 -- - -Q►008 17 29-22 24 0600 0600 339768.0 - -00Q�9 17 29 22 24 0.00 4,.,+00. 00 - -0 010 17 _ 29-22 24 1.00 0. 0 0 17-129 -22 -24 -0011 1.00 0. �0 - - 2--24 -0Q► X7292 3 . 00 0.00 17--29 -22 -24 -0013 1.00 0.00 17-29-22 1.0Q� 0.00 17- 29- -22- 24-001 5 1.00 0.00 - 17-29-22 1.00 - . 17--29-- 22 -24- -0017 1.00 435.1 -- 22 -24 --0018 17 29- 0.00 0.0Q 1 7- 29 -22- 24-0019 1.00 O.Oe 17-- 29--22- -24- OQ�2�+ 1. QUO 0.00 180774.OQ -- �-24 -0021 17-29 22 0. e0 448Q�Q�. i�Q 17 -- 29- -22-- 24 -0Q� 2 1.00 0.0Q 17--29 - 22--31 --0001 0.00 106600.0E 17 C9 22 3 1900 0.0� 17--23- 22- 31- id�d04 2.00 Of Q►t0 17 -29 -2 -31 - •0@�t�5 1.00 0 . 0 � /�/ 17- -29-- 22- 31 - � 00 @ V 1.00 0f 0G 1 7- 29 -22 -31 -0007 20 00 0. 0 17- -29-- 22--31 --0008 1000 0.0t 17-29-2Z-31-0009 1000 0. V 10-Q►41'��� COL 3 COL 4 COL 5 0. 00 0..00 0.00 0.00 0. Q+0 �•�� 0= 00 0, 00 �►. Q�0 0.00 0.00 0.00 Or 00 0.00 0.00 060 of 00 Of .00 Of 00 O. e►0 0.00 0.0� 0, 00 0. 00 0.00 1.OQ� 120.78 0. 123.78 O. e+0 �. �+� 1 ��. 78 3941 1.00 0.00 123. 1 2 20114.00 247. �6 0.. 00 0.00 123.78 0.00 i. 00 120.78 0.00 0.00 0.01 0.00 0r 00 0, e►0 0.0 0 0.00 0.00 0f 00 0. 00 00 00 t.• 1 L• V 0 .. 00 lot e 1 3 0.00 0w oo a 00 150718.00 0 ' 00 0.0� 37.00 0.00 0.00 `'46 0.00 0.00 0.00 0, 00 0' 00 0.00 0.00 0. 00 0. 00 204617.00 0.00 0. �0 0.00 Co. 00 0.010 0000 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0..00 1.00 o. 00 0. 0 1. �� O.0o 0.00 1.00 0.00 lo w R' 0 0.00 i 0 00 0, 00 0.00 1. o 0. 00 0.00 0.0t� 435.1 0. Q►0 0.00 0' 00 0.00 1.00 .0.00 0.00 0.00 0.00 0.00 1.00 0.00 ta e . 00 1.00 0.00 00 i . 00 0. 0 0400 1900 0.00 '0. 00 1000 Of Q►t0 0.eo 1 0.00 IMP PH PROJECT N04 avat"TON/R1 LAWN D/P NO. 6016 TRUANT I TY CHECK LIST COL, 1) STORM SEWER ( RL--RM - UNIT COL. B).= ST RM SEW (RN-COMM) - SF COL. 3) = STRM SEW (CEMETARYlPARKS) - SF COL. 4) = STREET ( RL -RM) -- UNIT COL. 5) = STREET (ALL OTHERS) . - FF PIN NO10 COQ 1. COL 2 COL 3 � 17 - 29 -22- 3.1--0010 1.00 i�. 00 0.00 17--29 -22 -31 --001 1 2. 0.00 �►. 00 17 - 29- -22 -31 -0012 2.00 0.00 0.00 -- -- - 31 -OQ►24 17 29 22 0.00 0. 00 18208 i . 00 17-2g.-22 --005 1.00 1 7- 29 - 22 -31 --0026 1.00 0.00 0.00 17-29-22-31 -0OjFs7 1. 0.00 0.00 .� - � 17 29 22 31 � 00W 17- 29 -22 -31 - 0031 17-- 29- 22- -31--032 1 I�0 0.00 0.0Q� 1.00 0000 0.00 .17-29-22-31-00.3.3 17- 29 -22 -31 -0034 1000 0900 0. 17--29- -22--3 1 - -003 1000 01000 0.00 17- 29-- 22- 31 - 0036 1000 0000 17- 29- -22 -31 - 003? 1.00 oleo 0.00 17- 29 -22 -31 -0038 1.00 0.00► 17- 29 -22 -31 -003 3 1.00 0.00 0000 17-29-22-31-0040 1.0Q� 0. Q�0 0.00 17- -29--22 -+31 -0041 1.0�d 0. 00 00 1 7- 29 -2 -31- -0042 1. Q Q. OQ� 0. LAO 17-29-2L:-'-31-0043 00 0. 17-29-22-31-004%1 1.00 0. 00 0. 17- 29- 22--31 -0046 1.0t� id. Ott 0.00 17- 29 - 22 -31 -0047 1.00 0.00 0.00 17- 29- 22--31 -0048 1.00 0.00 0.00 17- 29- -22 -31 -- 0049 17 -29- 22--31 --0010 1.00 0.0� 0.00 17 - 29 - 22--31 - 0011 1.00 �. 00 0.00 17 -29- 22--31 -0052 0400 17- 29- 22- 31- -00J3 00 06 eel 17- 29- -22 -31 -0054 1.00 0.00 0800 17 29 - 22 - 31 -000 ; 1.00 0.00 0000 17- 29 -22 -31 -0056 1.00 0.00 0. 00 17- 29 -22 -31 -0059 1.00 0.00 0.00 17- 29 - 22 - 31 - 0060 1.OQ► 0900 0. eo 17 29 -22 - 31 - 0061 1.00 0.00 0. 17- 29 -22 -31 -0062 .1000 O l e o 0 00 17- 29 -22 -31 -0063 1.00 0. ON 0.00 17- 29 -22 -32 -0001 8000 0.00 0. 1 7-- 29 - 22 -32 -0002 1000 0.00 0.00 17- 29--22 -32 -000 1.00 0.00 0. 17- 29- -22- 32 0. eo 462318. Q+0 0.00 17-29-28-32-0005L 2000 0. 00 0.00 17- 29 -22 -34 - 0001 2000 0 ol 17~29 -22 -34 -0002 1.00 0600 0000 17- 29 -22 -34 - 0003 2000 0.00 0 17- 29- -22 -34 -0004 1000 Ol 00 0000 , 17- 29 =22 -34 -000 1.00 0.00 0600 17 -29- 22--34 -0006 1000 0.00 0000 17- 29- -22 -34 - 0007 1000 0.00 0000 COL 4 COL- 5 1.00 0.00 0.00 0. 00 0.00 0. 00 0.00 0. 00 0.00 0.00 06 00 0 0.00 @. 00 0.00 0.00 0.00 0800 0.00 0000 0. 00 0.00 0.00 0.0o 0.00 0. 00 0.00 . 00 00 0. 00 Ol eo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 1. 00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0. 00 �. 00 Q►. ft►0 0.00 0.00 0.00 0.00 0. 00 . 0.00 Of 00 lea 00 0.00 0. 00 0. 00 0.00 0.00 e►. 00 0.00 0.00 0.00 0.00 0.00 0.00 log 00 0.00 0.00 0.00 0.00 0. 00 0.00 0. 00 0.0o 0.00 0.00 0.00 293.23 ID S 0 e` 0.00 812.45 00 00 0.OQ► O.Oo .0.00 O.Oo 0.00 0000 0.00 ' PROJECT NO* 89--03 EDCERTON / ROSELAWN IMP PH 1 (P) wHut i ur 1 c.: . 10--04- -1989 D/P NO, 6016 DUANTI TY CHECK LIST COL. 1) STORM SEWER (RL -RM) - UNITS COL. 2) STRM SEW (RH-COMM) - SF COL. 3) _ STRM SEW (CEMETARY /PARKS) - SF CAL.. 4) STREET ( RL -RM) -- UNIT COL• 5) STREET (ALL OTHERS) - FF PIN NO* COL 1 ' COL 2 COL 3 COL 4 COL 5 17-29-22-34-1000a 0.00 0 r 00 0.00 0. �►�► 0 .00 0600 17 29 C2 34 0009 0. 00 0.00 O.OL' 0.0�► ... _.. ... ._ 17 29 22 34 0010 • • 00 0.00 000 0i 00 0000 17-29-22-34-0011 l 0.00 0..00 0. 00 - 17.2 1 a 00 C. 00 Or 00 0.00 0.00 -- -- 2 -34 -0013 17 2.92 1.00 of 00 00 00 0.00 ol eo _ -- -- 4 -0014 17 29223 0.00 0.00 0.00 -- 015 17- 29 -22 - s4 0 10� O.OQ� 0000 .17 -- .29 c2 s4 0. Q►Q� O 0 -- -Q�017 17-29-2 1.00 o l e o 0.00 0.00 0. Q►0 i 0. 0 17- 29--22 -34 -0018 �. 00 000 0 0.00 0.00 1729- 22_ 340019 �. "'_ 2000 0.00 O 00 0..00. 0.00 17 -2 9 -82-34-004 0 -0 1 G O Q� 0.00 0.00 Or 00 0i 00 �. ��► 172 _ 22 34 00 44 0.00 0.00 0.00 0.00 0. 17-2 X4.00 0.00 0. e0 0.00 0.00 - g 17-29-22-34 004 1..00 0. 00 0i 00 0.00 0.00 17 29 22 34 00 9 Oi 00 0.00 0.00 -29-22-34 17 s 1.00 0.00 0..00 0.00 0.00 17-29-22-34-0051 1.00 it►. 00 0. oz 0.00 0• � _,;,� -- +_ - .._ '-� 17--29 c2 s4 00 I.00 0.00 0f 0�! 0.00 0.00 17--29- - 22--34 --003 1100 0.00 0..00 0.00 0 :00 _ �4 17 29 _ 22 - 34 - 00� x.00 0.00 0..00 0000 00 00 17-29-22 1 0.OQ� 0i 00 0000 0.00 5 17 _ 29 - 22 - 34 - 006 1.00 0000 0000 0000 Q►. 00 29 - 22 _. 34 - 00 17 - 5-22-34-002 ' 1.00 0.00 0000 Q►. 00 0.00 .+ _"' _' "_ � 17 29 22 .34 0058 1.00 0 00 0.00 0.00 0.00 17 +_ 29-22- 2.00 0.00 0.00 00 00 Of 00 _ - -- 17 29 22 34 0060 .21000 0.00 0.00 0.00 .0.00 .. - 17-2 20 00 0.00 0:00 0.00 0.00 17-29-2 1.00 0000 Or 00 Of 00 0.00 _ _-� _ 17 22 s4 0064 1. 00 0.00 0000 O.OQ► 0.00 � 17-29-22-34-0065 � . QO . 0.00 0.0Q� 0.00 0.00 17-29- 1 .00 0.00 0.00 0.00 �• 00 17-29-22-34-0067 1.00 0.00 0.OQ� 0r 00 0.0t� 17- 29 -22 -34 -0068 I. 00 0.00 ol eo 0 17-29-22-34-0 1 . 00 0.00 0i 00 0f 00 0 - 17-29-22-34 1.00 0.00 0. Q+Q� Q►. �+� 0.00 17 29 -22 -34 --0071 1. �►�► 0. Q�Q� 0.00 0i 00 -- 9 -22 -34 -0076 17 2 1.00 0.00 0.00 0600 0000 o 00 - 17,29-22-34-0077 1.00 0.00 00 00 0.00 ), 39. 00 1 7-- 29- -22 -41 -0001 0.00 51062.00 0000 0.0Q► 0.00 17- 29-22 -41 -0002 1. N0 0.0o 0.00 0.00 1.00 1.7--29 22--41 -0003 0.00 0. 00 0.00 1.00 0. o0 17- 29- -22 -41 -0004 0.00 0.00 0.00 1.00 0.00 17--29 -22 -41 -0005 0.00 Q�. 00 1.00 0 17 -2 9 -22-41-000 . 6 0.00 0.00 1000 O f 00 17-- 29 - -41 - 0007 0000 0.00 . 0.00 '0.00 oleo 17--29- -22 -41 -0008 0.Ot� - 0.00 0.00 - 1.00 1000 00 00 17-- 29 -22- -41 .0.00 0.Oo 0f 00 0.0�► .. 17,29-22 1 . 00 0.00 .1 PROJE CT tNOS 89 -03 SDGERTON/ RIISn N I MP P 1 � N 10 -04- 1989 D/P N0, 6016 f OL91NTI TY CHECK LIST • Co" 1 ) STORM SEWER (RL--RM1 - UNITS COL. 2) z ST RM SEW (RH- -COMM) - SF COL. 31 STRM SEW . (CEMETARY /PARKS) - SF COLS, 4) STREET (RL -RM) - UNIT �) =STREET (ALL OTHERS) -- FF - PIN NO. COL 1 Cpl. 2 CDL 3 COL 4 COL 5 17- 2�3- 22 --, 41 .0011 1. Do D r 0D 0. 00 1.00 1.00 D r 00 0.00 17-- 29-- 22 --,41 --012 I.0.0 0.0i� 0.00 D 00 0.00 0.00 -1.00 17-29-22-41-0013 0..00 f 0.00 0.00 Oleo - - 17-29-P-2-41-0014 1.0Q► 0.00 0000 17 -24--22 - - 41 - -0015 11000 00 00 0.00 �+. �+� �►. 00 17 1000 0.00 0.00 0 00 0.0� ol eo 17 -2 9 -2 2 - 41 - 0017 1.00 Df 00 r 0. i80 ( Dr OL Q►. 00 _ _ - - 1� 29 22 41 0018 1.00 0.00 0.00 0.00 Df 00 ._ .-- - - 17 29 22 41 0019 1.00 Df 00 i�►. 00 00.00 17 29.22 4 - 1.00 0. 00 0.00.00 �• 00 17 29-- 22--41 --0021 � - 17 1.00 0.00 0.00 0.00 �• 00 17- 1100 � f 00 0.00 0r 00 0. DQ► 17 - 29 - 22 -41 - 0024 1.0O 0000 0f 00 0.00 0f 00 17 29 --2 2 -41 --002 5 1.00 0.00 0r 00 0.00 0.00 17-29-22-4 1 -002 - 6 1000 0000 0800 0.00 �• �� 0.00 0f 00 0.00 0.00 - - 2-- 4i -e�02$ 1? 29 1.00 �. 0�► 0. e►� 0.00 e+. 0¢� 1 7 - 29 - 22 - 41 - 0029 1.00 0f 00 0f 00 � 17-29-2 1 7 -29-22-4 1 -0031 Df 0o . 0.00 17-29-22-41-00.32 1.00 oleo 0.00 0.0Q� 0. DQ► 17 - 2 9 -22 -41 -0033 1.00 0f 00 0.00 00 00 0.0� 17-2 1 -00. 1 0000 00 00 0.00 0 00 00 00 17 - 29 -22 -41 -0035 1000 0000 0000 i�f t�0 f Q�. DQ� Q►. �t� - 1 --0036 17-29-22-4 . - 1000 1.00 0.00 0.00 0f 00 f�. QUO 17 -29 -22 -41 -0037 17-29-22-4 1000 Or 00 0900 Q 0. 00 00100 17-2.9-22-4 1 -003 1000 0.00 0000 0000 0,00 17 - 29- -22 -41 --0040 1.00 0800 0000 0.00 17 --2 - 9- -22 -41 -0041 1000 0900 0.00 0.00 Q►. 00 17 - 29 - 2 2 -41 -0042 1000 0800 0100 0 -- . -- 22--41 -0043 17 29 1.00 0.00 0000 0.0�► Oleo Df 00 1? 29 - 2--41 -0044 1..00 0.00 0000 0.00 0.00 17- 29-22 -- 41 -Q+04 5 1:00 0.00 0.00 ol eo 0000 17-29-22-41-0046 1000 0.00 0.00 0r 00 0f Q►0 17 1000 0000 0r 00 0.00 00 00 17- . 1100 00 00 0.0� 0f e0 0.00 - - -0049 1729-- 2241 1000 0. 00 0.00 0.00 0.00 17 1. 00 0r 00 0.00 0. 00 0. De► 17-2%-22-41-0051 1.00 0.00 0f 00 0f 00 Dr 00 1? - 29-22 -�41 -0052 1000 0f 00 0.00 0.00 Df 00 17 - 29 - 1.00 0.00 0.00 0000 0f 00 17 - 29 - 22 - 41 -0054 1.00 0900 0.00 08 00 0.00 17-29-22 1 -0055 1000 0.00 0.00 0f 00 +Df 00 - 17-29-22-41-00%1 1.000 Dr 00 0.00 0.00 0.00 - -41 -0057 17 - 29 - 22 1000 0 r 00 0.00 0 000 0f 00 17-29-22741-0058 0.00 0800 36292g00 00 00 0r 00 17-29- 1000 0000 0r 00 0800 0. 00 1 ? - 24- 22 -41 -0062 1.00 0.00 0f 00 0000 `PR SOT N00 9 03 0 i Tt N/ RD CLAWN IMP PH 1 (P) PAGE 9 d� 1 10s-04 -1989 D/P N0. 5016 DUANTI TY CHECK LIST CO" 1) STORM SEWER ( RL -RM) - UNITS COL. 2). ST RM SEW (RN---COMM) - SF CO" 3) ST RM SEW. (CEMETARY /PARKS - SF CD" 4) STREET (RL -RM) - UNIT 3 COL. 5) STREET ( ALL OTHERS) - FF ' PIN �dt1. COL_ 1 COL 2 COL. 3 COL 4 COL 5 t , _ 1 17-29.22-41--0063 2.00 0. 00 0.00 0.00 0.00 @. ¢�¢� j - -0064 j 17 29 -22--� 1 1.00 0 . e� 0. 00 0• @� �• @� --22 -41-00 65 17-29-22-41--00 �y loco 0• @� a AA �� 17- 29 -22 -41 - 006 6 1.0 0.00 0.00 0. �►� � 17-29-22-41-0067 ;l 1- 00 �!. Qf0 0.00 0.00 @. Q►� 17-- 29� - 22 - 41 - 0068 1.00 i�. �+0 0.00 Q►. 00 - 0.00 �. g 17-2 006 lo co Coco 0.00 0.00 0.00 { 17- 29- 22- X41 - 0070 1. Q0 id 0Q� 0.00 0.00 0. @0 } 17-29-22-41-0071 0.00 0.00 0. Q►0 Q►. 00 �+ - � 1 7-29-2-2 - 4 1 0072 1. Q�0 - id. Q�0 0. id 0 0.00 _0.00 0.00 a1.00 { 1 ?- 29 -22 -41 -00 00 0. @�► @. @0 ol @0 17-29-22-41 -0074 . 0.00 0.00 0.00 17-29 - ' 1. Q►0 0.00 0.00 @. Q►0 eta eel 17-29-- -41- 007 6 1. Q�0 ■ y ww , AA (( !///` /// x 17- 29 -22 -41 -0077 1. Q►0 0. 0 0. Q► 0.0�► Q�. 00 .17-29-22 1.00 Qt. i�0 0400 195715.0..00 Oleo 1470.15 17-29- 0.00 00 00 40 110.00 @. 00 0.00 f : 17 -29-22-4.3 3 -0 002 ' 0.00 0.00 79279.00 0.00 17- 29- 22- 43 - 000s 2000 0.0Q� @• 00 @• 00 @• Q� 17- -- � 1.00 0.00 0.00 0000 Q►. 0 x 1 ?- -29- -,22- -43- -000. ni 10 00 0. eo 00 eel Q►. 00 0.00 f � 17- -29 22-4.3-0006 0.00 oleo 174240.00 @. eo 17-29-22-43-0008 2.00 0 o 0 o 0. @0 @. ieel 17 -2 9 -22-4 3 -0 009 2 00 0. Q►0 Q►. 0Q� @. @0 @. 0J� 17--29 22 43 00.10 . 0. Q►0 eta eel 0.00 0.0 17-- 29 -22- -43--0011 0• �� 0a @0 0• @� @r �� .... .... _ 17--29 �2 4 3 0012 2. �0 Q►. 00 0.0Q� Qr. 0Q� 0. 100 17--29- -22 -43 -0013 2.0Q� 0.00 0.00 0000 0000 _ 17--2-9-22-43 1- QQ Q�Q� i�. �►0 0.0iZ► 0. N0 '' 17- 29- -22- 43 15 1.00 �. 0.00 @.00 0.00 0.00 17-29-22-43-0016 1 • 00 0.00 ole 0.00 0.0Q� 1 7- 29- -22 -43 -0017 1.00 0.0a 0.00 0. 00 0.0¢► 17--29 ' 22-46 -0�►18 .10 00 0.00 �►. 00 1 7- 29 -22 -43 -0019 1.00 0. i�0 0.00 0.00 0.00 17- 29- 22-- 43- 0 020 1.00 0.00 0.00 0. 00 0„0Qt 17-29-22-43-0 -0.00 1.0Q 0.00 0.00 @. 00 - - - -002? 1? 29 22 43 1. fb0 0.00 0000 @.00 08100 17 -29-22-43-00 - 23 1.00 0.00 0.00 0.00 00 00 - 0?4 17- 0 1.00 0.0Q� 0. 00 00 -- -- 43- 8Q+��, a 17-29 22 1.00 0.00 0.00 Q. 0th _ 2--43 -00:7 17 --29 2 1.00 0.00 0.00 0000 00 00 .. 22- 43--008 1? 29- 1.00 0.00 0.00 0.00 0000 � 17- 29 22 - 43 - 00 9 1 • Q0 O. 00 0.00 0. eo 17- 29--22 -43 -0030 1. 00 0.00 0.00 0.0Q► -- 9--22 -- 43--0031 1? 2 1.00 0. Q0 0.0Q� 06 00 1 ?- 29- 22- 43--0032 1.00 0.00 0. Q►0 0.00 0.00 17-29-22-413--0033 1.00 Q►0 o. 00 00 00 el, 00 17-29-22- 1. 0.00 0.00 0. 0 0.00 17-29-22-43 1. Q�0 0.00 0. Q►0 0. Q►0 0.00 17- 29- 22- 43 -0036 1.0Q� ' IOJECT Na. 89.-03 EDGERTON / RU5hL H.WN l 1 -rr r-, . ... 1 i� -¢►� 1 y�y DIP N0. 5016 DUANTITY CHECK LIST t STORM SEWER (RL-' RM) - UNITS co" 2) ST RM SEW ( RH -COMM) - SF VOL . 3) ST RM SEW ( CEMETARY.IPARKS) - SF CO" 4) = STREET ( RL -RM) -- UNIT 5) STREET (ALL OTHERS) - FF PIN ND. COL 1 COL 2 C0L 3 CDL 4 COL 5 17- 29 -22 -43 -0037 1.8�► 0 i 00 @ @@ 0000 17 -29- 22--43 - -8Qr38 1.0Q+ 0.00 0..00 . 0. @Q► �d. i�0 17--i9-- 22--43--0039 1.00 0.00 17- 29_22 - 43 - @ 04 �! 1.00 0 @@ 17-29-22-43-0041 17--29 22- 43- -�Q�42 i @. 00 0.00 17--29- 22--43 - 0043 .@. @0 o0 17-29-22-43-0046 17- -29 -22 -43 -0047 ISO 0.00 0.00 @.00 @.00 . 17 .00 1 ell 00 .17- @. 00 0.00 @. ��► �. 0@ .� _ _ � � 17 29 22 43 @050 1.00 331 @56.00 0.00 @. 00 17-2 . .17- 29 - 22 - 43 - 00 52 0.00 17 29 -22.43 00�� 17- -29- 2.2- 44 -�tQ�a 1 0.00 @« @@ 0.0@ ., 17---29- 22- �44 -@00� 0. @Q� 5475 �. Oa @. 00 �►. @0 0. @0 @. @@ 0.00 1 Q►Q►t�O.00 @. 00 Q►. @@ 17-29 @. . 12.400900 @. @@ �. Q►0 17- 29--22 -44 00061 1.00 @. Q0 @. �►�► 0.00 @. @�+ Q►. 0 44 0006 _ 17 -29 - _ @. @0 0.00 @ 00 0. Q►0 -1. 1.7-29-22-44-0 eel 0. 0 Q► 0.00 i 0. @�► @. @0 17- -29 -22 -44 -0008 2.0Q� @. 00 17 29-2 4 @. 00 0.00 @. 00 @. Q* 17-29-22-44-0011 17-29-2 .00 @. @ Q� 20537.00 Oi Q�0 @. 00 �• 00 . 17-29-22- .. .. 17 29-22 44 0014 1.00 0. 00 ea @0 @. 00 COO 0000 - 17 2900 100 0. @0 0000 0600 17 -8 9 -22-4 4 -0 016 0. 00 9675,00 N. 00 @. 00 @.0� :� - - -0017 17. 29 22 44 @. 00 1 @320.00 @. @Q► O.OQ► @. 00 0.00 -- - - - Q�18 17 29 22 44 0 0.00 17603000 0. @0 0900 @. 00 - 17-2 1. @0, 0000 es* 00 0 17 29 22 44 00 �0 1000 0000 0000 0.00 @• 00. 17-2 1. @0 @. 00 /'� 17 29 2 L'� - -QUO&- 0600 @. 00 @ • 00 17- 29 -22 -44 -0023 0000 31244.00 00.00 Qt. 00 0.00 17- 29- 22--44 -0093 0100 4526,00 0.0Q� 0.00 � 0.00 17- 29 -22 -44 - 0094 0.00 4616.00 0. 00 0.00 06 00 -- - -�l09'1 17 29-22 44 @. 00 4616.0 ► 0900 0000 0600 17--29--22 -44 -0096 0000 4756.00 0« 00 0.00 0000 17- 29--22---y4- -00+97 01100 4526. 0.00 0.00 @. @t� 17 --29- 22--44 -0098 0.00 4616.00 @. Q0 00 00 0. @0 17--29- 22 -44 @099 0. 00 4616.00 0.00 @. 0Q► @►. @�► 17- -29 -22 -44 - 0100 @. 00 4756. @0 O..Q�Q► @. @Q� 0.0 17-- 29-- 22- 44 -x+101 0000+ 4481. @0 @. 00 0.00 0.00 17- 29-- 22 -44 -@ 1 02 @. 00 4596.00 0000 0000 0.00 17 - 22 - 44 - 0103 0600 4741000 •0.00 0.00 0.00 17 -29- 22-44 - 0104 00 00 4481. 4526000 0000 0000 Q►. 00 17-- 29- 22-- 44 - @1 @5 0. @0 /P N0. 6016 0.00 0.00 0.00 Y CHECK LIST 0.00 0.00 0.00 1 = STORM SEWER (RL --RM) - UNITS = STRM SEW (RH- .COMM) - SF 0.00 .0._00 -= STRM SEW (CEMETARY /PARKS) -- SF STREET (RL --RM) -- UNIT 0.00 = STREET (ALL OTHERS) - FF 0.00 0.00 0.00 COL 1 COL 2 COL 3 --44 -10106 0.00 4616.00 0.00 4 -0107 8.00 4616.00 0000 4- -0108 oleo 4756.00 0000 2 -44-0109 9 Oleo 4481.0e+ 0.00 -44- 011.0 0900 4596.00 0.00 -44- -0111 of 00 4741.00 0.00 -44-0112 0.00 4481.00 0.00 -- 44- -0113 0.00 4506.00 0.00 .- 44--0114 01:00 4616.00 0.00 --44--011$ 010 0 46.16.00 0, 00 -44 -0116 0.00 4726.00 00 4- 0117 0.00 4506.00 0800 -44-0118 0.00 46160-00 . 0800 -- 0119 0. Q►0 4616000 0000 --44 - 0120 0. V0 4726.00 01 �d0 - -.r+4- ►121 oleo 4481.00 0.00 4 -0122 0.00 4596.00 0000 --44 --0123 0.00 4741.00 0.00 --44 -0124 0.00 4481.00 0. 0 Qt 4 -0.125 O . Oes 4481.00 f►• f ♦' `' --44 -0126 0.00 4596.00 0. 00 44 -012? 0000 4741. OO . 0100 --44 -0128 0100 4481.00 0000 --44- -0129 0000 4526.00 0000 - -fib 130 0.00 46 Of 00 -t44- -0131 oleo 4616.00 0000 -44 -0132 0100 4726.00 0.00 --44 -0133 . 0.00 4481.00 0.00 4 - 0134 0.00 4886.00 0.00 4-0135 0.00 4741000 4 -0136 +08, 4481.00 0.00 01 -3 7 0.00 ...4506.00 0.00 4 -0138 0000 4616.00 0000 4--01:39 0000 4616.00 0000 44- .0140 00 00 4726.00 0000 44 -0141 0000 4506.00 0000 -0142 0.00 4616.00. 0000 X44- -0143 0.0o 4616,00 0000 4 00 00 4726.00 0.00 4 -0145 0000 4481.00 t 0.00 4- 01.46 0.00 4886.00 0000 4---0147 0000 4741000 0.00 44 --0148 0.00 4481.00 0000 . 0 14 --0007 0. 00 30744.00 0. 00 14 -0008 0.00 0.00 0.00 1--0001 1000 0.00 0.00 0.0o f - -id003 1.00 0. i�Q� 0. QQ� 1-0004 1.00 0.00 0. 00 1 -0005 1.OQ� 0.00 O.00 VMWMAA Ulm id 10� -04� -1989 COIL 4 COL 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Q�. 00 0.00 0.00 .0._00 0.00 0.00 0..00 0•,00 0.00 0.00 0.00 0.00 0« 00 0.00 0.00 0.Ot� 0 00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0000 0. 00 0.00 0.0� .0000 0000 0.00 04,00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00 @. 00 0.0Q► 0.00 0.00 0.00 0. OV �•f� Oa oo @a 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 190.00 0.00 234.80 1.00 04, 00 1.00 0.00 0.00 1.00 0.00 1. 00 06 00 PROJECT NO* X9-03 EDGERTON/ RDSEL.AWN IMP PH 1 t P i ww ► 10�04�: D/P N0. 6015. QUANTITY CHECK LIST COL, 1) _ STORM SEWER ( RL --RM) - UNITS COL. 2) ST RM SEW (RN-COMM) -- SF COL. 3) _ STRM SEW (CEMETARY /PARKS) - SF COL. 4) _ STREET ( RL ' RM) - UNIT COL. 5) STREET (ALL OTHERS) - FF PIN NO. COL 1 COL . 2 COL 3 COL 4 i 18 -29- 22-41 --0006 1.80 9: i�0 0.00 0.00 I 18- -29- 22-41. 0007 1.00 8. i�0 0.0Q► 0.00 18- 29- -22 -41 --0008 1.00 0.00 0.00: 0.00 18-- 29- 22--41 -0009 1.00 0.00 0.00 0.00 1.8- �9- �2�- 41--�1010 1.00 0.00 0.00 0.00 i 41 --0011 1. S30 0.00 0.00 0.0� 18--29 -22-41 -0012 1.00 0.00 0.00 0.00 18- 29- 22 -41 -0013 1.00 0.08 0.00 0.00 18' 29 -22 -41 -0014 loco 0000 (0.00 0000 18- 29 -22 -41 -0015 0. 00 0.00 18- 29--22 -41 -0016 1.00 0.00 0.00 1 00 18- 29- - 22 - - 0017 1.00 0.00 0.00 0.00 18- 29--22 -41 -0018 1.00 0.00 0.00 0.00 18-- 29- -2�-- iii -0Q�19 1.00 0.00 0. i�0 0..00 18- 29 -22 -41 -0020 1000 0.00 0.00 0.00 18- 29-- 22 -4.1 -0021 0.00 2410220 00 0.00 00 00 GRAND TOTALS 535.00 22656200 00 4378802.00. 62.00 41 RESOLUTION ORDERING I MPROVEMENT AFTER PUBLIC HEARING WI•••I w(-�' :A . , after due notice of PUb l i c fear i r g on construction on of bi.tuminer street with concrete curb and gutter , s i d e w a l k - , storm sewer, water main, and sanitary sewer on Ros e l awn Avenue . f ream Arcad Street to Interstate-35E, t og et h erg wit t r Ltr I.:: s•i orm sewer to serve the area r ough l y. bounded by LarpenteUr Avenue , Arcade Street. CpUnty Road B- and 1-35E, City Prof ect 89 -.... 03, hearing can said improvement in accordance with the not ice du.l y given was duly held on ThUr sday, November 16,. 1 989 , and the has hoard al 1 persons desiring to be heard can t . ma tter and has f ul 1 y considered the same NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCI OF' MAPL.EWOOD, MINNESOTA., as follows . 1 8 That it is advisable, eXpedient and necessary that the City of Maplewood construct b i tum noUS street w ith concwre e CLU "ID and gt.ttter , s idewal k� , storm sewer, water main, and san itary sewer on Rose l awn Aven from Arcade Street to Interstate 35E, - l:. c et h e r. With trt.tnF storm sower to serve th area rot~tgh l y b ound e (J L)y 1...-ar Avenue y Ar Street, CoUr Roa D , m-x I C', 1'. Pr 89-03, as described in the notice of hearing thereof , zi n orders the same to be made. 2 The mayor :i s hereby ac. thor i s ed . to e.; eCUte a c:: o at i v agreement with Ramsey County for the making of said i mpr^ovecrient �-.: u 3 x . The project budget is amended to $1,273,5("(). The project financing shall be as follows Special Assessments $741 MSA Off - system Transfer sf er 25b 7 c�yc� C) General Obl igation Financ 118,c,yrac�� Sanitary Sewer Deprec.i at i on Fund 1 ^? , 5C)C) Hydrant Fund 31 10