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215349ORIGINAL TO CITY CLERK�Y��A� 1 CITY OF ST. PAUL COUNCIL NO. -iilrl LS��J OFFICE OF THE CITY CLERK FILE COUNCIL RESOLUTION — GENERAL FORM PRESENTED BY COMMISSIONER DATE RESOLVED, by the Council of the City of Saint Paul that that certain Cooperation Agreement respecting Cathedral Area Renewal Project, Minn. R -259 proposed to be made between Housing and Redevelopment Authority of the City of Saint Paul, Minnesota, and-the City of Saint Paul,_ approved and authorized to be executed, in behalf of said:._ Authority, by its Resolution No. 63- 10/30 -3, hereby is approved and the proper Officers of the City of Saint Paul hereby are authorized to execute the same in behalf of said City; that a copy of said Resolution of said Authority and a copy of said proposed Cooperation Agreement approved by the Corporation Counsel, herewith filed, by reference, are incorporated herein and made part and parcel hereof, all with the same intent, purpose and effect as if said documents were set forth herein verbatim, COUNCILMEN Yeas Nays Dalghsh Holland Loss e Mertinsoll— Peterson Rosen Mr. President, Vavoulis 10M 6-62 -fin Favor J Against Council File No. 215349 —By George J Vavoults, Mayor — Resolved, By the Council of the City of Saint Paul that that certain Coop- eration Agreement' respecting Cathe• Idral Area Renewal Project, Minn, R-25, proposed W be made between E housing and Redeveloppment Authority f of the City; ot:S�nt�[ul, Minnesota, and the Gity of �Sa 11!!''��aul, approved and behalf of saiidz A thorlty, bycitseReso- lution No. 63= 10/30 -3, hereby is ap- proved and the proper Officers of the City of Saint Paul hereby ate author= ized to execute 'the same'ii behalf of said City; that i'� copy of said Resolution of said Authority and a' copy of said propoted Cooperation Agreement approved by the Corpora= tion Counsel herewith filed, by refer- ence, are incorporated herein and made part and parcel hereof, all with the same intent purpose and effect as if said documents were set forth herein verbatim. I Adopted by the Council November 5, 11963. I Approved November 5, 1963. (November 9, 19631 �r NOV 51963 .i, " Adopted by the Council 19 le , NIf11f r, -qnr"" ' • �', •`} ' 'ri ? � � fF, • -' ��'}. � - - - .s;� -t �'::� .� 411, .h�• "_ � c _ - .t . . ' �, - .., . _ _ -" "+E��` - ,i�,' 3•' - -- f "kiS'� ••a':. .p „''- x':4i,_. - ...,. . , ._ _ - rr ,�j' • ;. t • _ .. e 71k tj • �•� w _ -> >. i i-�' - - ..t-.*'. _ ;f Tit .. ':+ • ' ' t ` _ � . '.f '- ” a _- ', , . -•.. - 1" � ' __ - ^W is r,�f f - ,e.� - - ','r. 'i r iY. T A. .. - ..- i, °, rr�_ 'f -• •° ,� �' - °i.,, � ..�f �� _ sk'�'.., T' :, .1�.'w r' '� - - - -_ >; _ - r i; -a• +•' -` -.J t -� •_ ' . _" •, ^•r'��?.l - �A'xr;�� •l' .•r -.t • *•,. Miw�Y�li �YY.!� `tom` • + _`y• �� ` ! F- ,, ; io ' , � `, Y. ` ." - • . 0' - -SA� t PAUl.w', _ y "'f,j Y, _ w . t. ',Y" ,. , . •i�f SAW !u'' r. 1 ' �'? •I+ _ - AM riY • .- i ' _ T` _ �-._ ti� '+a 'A,`` =t :,C • -�.y:' C .•�_• '`k _ "f,.' Jam , ° ? {` `� .; .;t,,. 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I 't • ;� Exhibit "A" A tract of land situtated in the City of Saint Paul, Ramsey County, Minnesota, described as follows: Beginning at the point of intersection of the southern right - of-way line of Carroll Avenue with the western right -of -way line of Cathedral Plate, then southerly along said line of Cathedral Place to the point of in with,the southern right -of -way line of Marshall Avenue, then westerly along said line to the point of inter- section with the easterly right -of -way line of Arundel Street, then northerly along.said line to the point of intersection with ,the northern right -of -way line of Marshall Avenue, then westerly along said line to the point of intersection with the western right -of -way line of Arundel Street, then northerly along said line to the point of intersection with the southerly right-of-way line of the alley (or extension thereof where no all. ey exists) between Rondo-and Carroll Avenues, then easterly along said alley line 263.375 feet to the point of intersection with a lot'line, then southerly along said lot line to the point of intersection with the southern right- of-way line of Carroll. Avenue, then easterly along said line to the point of intersection with the western right -of -way line of Cathedral Place which is•the point of beginning. c � t . •s. t� . . t • ;� Exhibit "A" A tract of land situtated in the City of Saint Paul, Ramsey County, Minnesota, described as follows: Beginning at the point of intersection of the southern right - of-way line of Carroll Avenue with the western right -of -way line of Cathedral Plate, then southerly along said line of Cathedral Place to the point of in with,the southern right -of -way line of Marshall Avenue, then westerly along said line to the point of inter- section with the easterly right -of -way line of Arundel Street, then northerly along.said line to the point of intersection with ,the northern right -of -way line of Marshall Avenue, then westerly along said line to the point of intersection with the western right -of -way line of Arundel Street, then northerly along said line to the point of intersection with the southerly right-of-way line of the alley (or extension thereof where no all. ey exists) between Rondo-and Carroll Avenues, then easterly along said alley line 263.375 feet to the point of intersection with a lot'line, then southerly along said lot line to the point of intersection with the southern right- of-way line of Carroll. Avenue, then easterly along said line to the point of intersection with the western right -of -way line of Cathedral Place which is•the point of beginning. c � t . •s. t� 0 1 0 Exhibit "1311 R 224 PROJECT IMPROVEMENTS REPORT R 224 0 TABLE OF CONTENTS 1. Item 1 - Project Expenditures 1. Site'Clearance a. Removal of Existing Street Improvements 1) Pavement 2) Curb and Gutter 3) Sidewalk 4) Grading b. Removal or Abandonment of Existing Utility 1) Water Mains a) Water Mains Within Project Area b) Water Mains Outside Project Area 2) Combination Sewer 3) Lighting c. Structure Clearance 1) Demolition of Structures 2) Water Service Shut -Offs at Structures to be Demolished 3) Sanitary Sewer Service Plugging at Structures to be Demolished d. Private Utilities e. Summary Sheet 2. Site Improvements (100% Credit) a. Interior Street Construction 1) Street resurfacing 2) New construction a) Pavement b) Curb and Gutter c) Sidewalk , • b. Lighting TABLE OF CONTENTS (con,'t 1) Relocation and Conversion 2) Conversion c. Storm Sewer d. Summary Sheet -2- I. Site Clearance All existing site improvement removals or abandonments, unless otherwise noted, lie entirely within the project area and are necessary to carry out the urban renewal objectives in accordance with the Urban Renewal Plan. The local funds used for this project will not be derived from assessments to private property owners. a. Existing street improvements, in the proposed vacated rights -of -way, (ex- cluding those located in the proposed Technical - Vocational High School Site) will be removed or abandoned (in place) by the Local Public Agency. All existing street improvements within the Technical - Vocational High School Site will be removed or abandoned by the City of Saint Paul (the St. Paul School Board). (See Map No. 8, Existing Rights -of -Way for extent of street vacations in Project 1 .) Existing street improvements requiring removal or abandonment include, pavement, curb and gutter, and sidewalk. Upon removal, finish - grading will be required to return the area to a reusable state. The unit costs for the removal work have been obtained from a schedule of current prices used by the City of Saint Paul in their present contract - letting operations. These have subsequently been confirmed and /or modified by engineering representatives from the Street Department. 1) Pavement Removal (See Map No. 3, Proposed Rights -of -Way.) Information available from the City of St. Paul Street Department indicates that none of the street pavements, that are proposed for removal, have a concrete base, as do many of the streets in the city. The bases, while of undeterminable composition, are con- sidered as gravel and stone for the sake of this cost estimate. The visible surfacing consists of brick, asphalt, or both. The unit cost indicated for removal of pavement includes the removal from the site of all surface and base material. -3 - 2) Curb and Gutter Removal Street Length To Street From To x Width Square Feet Square Yards Virginia Iglehart Carroll 280 x 32 8,960 Carroll Arundel 200' East 200 x 30 6,000 Iglehart Arundel Western 600 x 30 181000 Iglehart Western Virginia 310 x 30 9,300 Marshall PI. Virginia Farrington 330 x 16 5,280 Marshall Pl. Farrington 120' East 120 x 16 1,920 Farrington Marshall Marshall P1.100 x 32 3,200 Total 52,660 5,851 The cost estimate for pavement removal, including base, is $1.50 per square yard 851 Square Yards @ $1.50 /square yard - $ 8,777 Contingencies - 10% - 878 Engineering and Inspection -10% -- 878 Total cost of pavement - $ 10,533 2) Curb and Gutter Removal Street From To Lineal Feet Carroll Arundel 200' East 400 Iglehart Arundel Western 1,200 Iglehart Western Virginia 620 Virginia Iglehart Carroll 560 Farrington Marshall Marshall PI. 200 Total 2,980 The cost estimate for curb and gutter removal is $0.50 per lineal foot 2,980 lineal feet @$0.50 /lineal foat $ 1,490 Contingencies - 10% = 149 Engineering and Inspection - 10% = 149 Total cost of curb and gutter removal = $ 1,788 -4- • • 3) Sidewalk (See Map No. 3, Proposed Rights -of -Way) Length Square Street From To x Width Feet Virginia Iglehart Carroll 560 x 4 2,240 Carroll Arundel 200' East 400 x 4 1,600 Iglehart Arundel Western 1,200 x 4 4,800 Iglehart Western Virginia 620 x 4 2,480 Farrington Marshall Marshall PI. 200 x 4 800 Total 11,920 The cost estimate for removal of 4" thick concrete sidewalk is $0.50 per square yard 1,324 square yards @ $0.50 /sq . yd. -- $ 662 Contingencies - 10% = 66 Engineering and Inspection - 10% - 66 Total cost of sidewalk removal = $ 794 4) Grading (See Map No. 3, Proposed Rights -of -Way) Length Square Street From To x Width Feet Marshall PI. Virginia 120' East 450 x 30 13,500 of Farrington Carroll Arundel 200' East 200 x 60 12,000 Farrington Marshall Marshall Pl. 100 x 66 6,600 Iglehart Arundel Virginia 910 x 60 54,600 Virginia Iglehart Carroll 280 x 66 18,480 Total 105,180 The cost estimate for finish - grading is $0.50;per square yard 11, 687 square yards @ $0.50 /sq . yd. _ $ 5,844 Contingencies - 10% = 584 Engineering and Inspections - 10% _- 584 Total cost for finish - grading = $ 7,012 -5- b. Existing utility removal or abandonment. City owned utilities, that are located outside of the Technical - Vocational High School School Site, will be abandoned (in place) by the Local Public Agency; those within 1 the Technical- Vocational High School Site will be abandoned (in place) by the St. Paul School Board (the City of St. Paul). All existing fire hydrants, street lighting and related facilities presently owned by the city, and P ose ro d for abandonment will I be retained b the P y f city and, utilized in other areas of the project. The existing facilities have no value to the city except for relocation to match adjacent facilities. The existing utilities owned by the city include water mains, sanitary and storm sewers, and street lighting. Utilities abandoned in place will be plugged or capped in accordance with City of St. Paul standards. See Map Nos. 10, 11, and 13, Proposed Sanitary Sewer System, Proposed Storm Sewer System and Proposed Water System for the location and extent of utility abandon- ments in the project area. The unit costs for the removal or abandonment work has been obtained from a schedule of current prices, used by the City of St. Paul in their present contract letting operations, and includes restoration of Site after all ex- cavations. 1) Watermains (See Map No. 13, Proposed Watermains) Discussions with the city water department engineers revealed that due to age and expected deterioration of the existing watermains, (including all values) the most appropriate method of vacating the proposed watermains would be to cap the main, remove the hydrants, and abandon the main in place. a) Watermain within project 2M. The cost estimate for hydrant removal is $50 /hydrant. 2 hydrants @ $50 /hydrant - $ 100 Contingencies - 10% r = 10 Engineering and Inspection - 10% = 10 The total cost of hydrant removal = $ 120 The cost estimate for watermain capping is $20 0/cap 4 caps @ $200 /cap = $ 800 Contingencies - 10% = 80 Engineering and Inspection - 10% 80 Total cost for waterma i n capping = $ 960 b) The following watermains are entirely outside the project area, however, their abandonment is necessitated exclusively by the t project objectives. On this basis a project credit of 100% is claimed. Street From Farrington Carroll Louis Carro I I Carroll No. of W.M. Number of Street From To Caps Hydrant Removals Igsl.ehart Arundel Western 2 1 Marshall P1. Farrington 120' East 1 1 Farrington Marshall Marshall Pl. 1 0 The cost estimate for hydrant removal is $50 /hydrant. 2 hydrants @ $50 /hydrant - $ 100 Contingencies - 10% r = 10 Engineering and Inspection - 10% = 10 The total cost of hydrant removal = $ 120 The cost estimate for watermain capping is $20 0/cap 4 caps @ $200 /cap = $ 800 Contingencies - 10% = 80 Engineering and Inspection - 10% 80 Total cost for waterma i n capping = $ 960 b) The following watermains are entirely outside the project area, however, their abandonment is necessitated exclusively by the t project objectives. On this basis a project credit of 100% is claimed. Street From Farrington Carroll Louis Carro I I Carroll Farrington Number of To Watermain caps Rondo 2 Rondo 2 Cathedral PI. 2 6 The cost estimate for hydrant removal is $50 /hydrant. 3 hydrants @ $50 /hyd . _ $ 150 Contingencies - 10% - 15 Engineering and Inspection - 10% 15 Total hydrant removal cost $ 180 -7- Number of Hydrants to be removed 0 0 3 3 • • The cost estimate for watermain capping is $200 /cap. 6 caps @ $20 0/cap = $1, 200 Contingencies - 10% - 120 Engineering and Inspection - 10% = 120 Total cost for watermain capping is $ 1,440 The cost estimate for removing a catchbasin is $10 /catchbasin 10 catchbasins @ $10 /C.B. - 2) Combination Sewer (See Map No. 10, Proposed Sanitary Sewer) Street From To M.H. C.B. Plugs Iglehart Arundel Virginia 5 3 4 Virginia Marshall Iglehart 2 1 2 Western Marshall Iglehart - 4 - Virginia Iglehart Carroll 1 2 2 2 Total cost for sewer plugging - 8 10 8 The cost estimate for removing a manhole is $15 /manhole 8 manholes @ $15 /manhole - $ 120 Contingencies - 10% - 12 Engineering and Inspection - 10% - 12 Total cost of Manhole removal = $ 144 The cost estimate for removing a catchbasin is $10 /catchbasin 10 catchbasins @ $10 /C.B. - $ 100 Contingencies - 10% = 10 Engineering and Inspection -10% = 10 Total cost of Catchbasin . removal = $ 120 The cost estimate for plugging a sewer pipe is $2 /plug 8 plugs @ $2 /plug = $ 16 Contingencies - 10% = 2 Engineering and Inspection - 10% = 2 Total cost for sewer plugging - $ 20 • • 3) Lighting (See Map No. 15, Proposed Street Lighting) Discussions with the City Lighting Engineer revealed that the existing city owned buried conduits, containing feeder lines for the street lights, would have little value if salvaged. It was suggested that they be abandoned in place. The light poles will be removed and salvaged for relocation in other parts of the project. The unit removal cost includes the contingencies of circuits disrupted by the removal of poles, if these circuits are required for other lighting facilities within the area. If the circuit is not required for adjacent facilities, the conduit will be capped and abandoned in place. Poles to be Street From To Removed Carroll Arundel 200' East 2 Iglehart Arundel Western 6 Iglehart Western Virginia 4 Virginia Iglehart Carroll 1 11 The cost estimate for removal of light pole and base, capping underground conduit and abandoning cable is $20 /pole. 11 Poles @ $20 /pole $ 220 Contingencies - 10% - 22 Engineering and Inspection - 10% 22 Total cost of light pole removal $ 264 c. Structure Clearance.. . Due to existing structure conditions and project development plans, the entire project area, with the exception of St. Josephs' Academy, First Christian Church, and two apartments, located at the North East corner of Arundel and Marshall, has been designated for clearance and redevelopment. • • There • is a total of 243 principle structures wholly within the project area and 65 secondary structures attached or detached thereto. The cost of demolition was obtained from the City of St. Paul, and was based on the LPA engin- eer's estimate and bid prices on similar clearance projects in the St. Paul area. 1) Demolition at structures (See Map No. 1, Boundary Map) The cost estimates for demolition of existing structures are: 1 -story frame - $0.12 /sq . ft. 1 -story brick - $0.271/sq . ft. 2 -story frame - $0.27 /sq. ft. 2 -story brick - $0.60 /sq. ft. 3 -story frame - $0.525/sq . ft. 3- story. brick - $0.80 /sq . ft. Secondary buildings - $25 /structure Unit cost includes back filling structure, basement @ $.75/sq. ft. Average basement depth considered as 8' The average height of the first story at all structures was calculated as 15 feet and 10 feet for each additional story unless otherwise noted on Sanborn Maps. Structure Type Number Total Sq . Ft. Cost Sq . Ft. Total Cost 1 -Story Frame 21 15,415 $0.27 $ 4,162 2 -Story Frame 200 199,650 ")$0.525 104,816 3 -Story Frame 7 10,840 $0.95 10,298 1 -Story Brick 1 1,750 $0.45 788 2 -Story Brick 6 13,355 $0.60 8,013 3 -Story Brick 5 22,925 $0.80 18,340 Tota Is 240 263,935 146,417 An additional 65 structures @ $25 /structure = $1, 625 A total of 74, 079 square feet @ 4' depth = 296,316 cubic feet or 10, 975 cubic yards will be required for sand fill utiliked for basement back filling outside the Technical - Vocational High School Site. Those demolished structures within the Technical =1110 0 • Vocational High School Site will be filled with waste material obtained from the High School excavations. The cost estimate for sand backfill is $2.7 %ubic yard. 10,975 cubic yards @ $2.7 %u . yd . =;:$29,632 The total demolition cost for structures within the project = $177,674 2) Water Service shut -off (See Map No. 1, Boundary Map.) The water department engineers indicate that it would be advantageous to plug only the services which are located on watermains which will remain in service. The plugging of the mains on those lines that are to be abandoned will serve to discontinue service to the demolished structures. The services located on the proposed active mains will be plugged with a mechanical expansion plug at the main, after removal of the corporation cock. This method of plugging will elim- inate possible future leaks in the long service line serving the structures on the side of the street opposite the main. The total demolished struc- tures requiring water service shut -off equals 50. The unit cost for water service shut -off is $100 /plug. 50 plugs @ $100 /plug T $5,000 The contingency consideration has been included in the unit cost. 3) Sanitary Sewer Service See Map No. (1) Boundary Map. Discussions with city sewer engineers indicate that it would be advan- tageous to plug sanitary sewer services at their junction with the main sewer line. This plugging will prevent future surface water back -up as well as rodent infiltration. The total demolished structures re- quiring sanitary sewer service plugging equals 245. The unit cost for plugging sanitary sewer services is $50 per plug. • 245 plugs @ $50 /plug $12,250 The contingency consideration has been included in the unit cost. d. Private Utilities Telephone lines, gas mains, and those electric lines owned by Northern State Power Company are shown on Map No. 17, Existing Telephone Lines, Map No. 16, Existing Gas System, and Map No. 14, Existing Electricity, respectively. Public utilities in vacated streets will be the responsibility of the respective owners. In the case of the electric facilities jointly owned by the City of St. Paul and Northern States Power Company, ownership of the respective parts of the facility will be retained by the respective owners, following abandon- ment or partial dismantling. Discussions with the respective utility companies indicate their acceptance of the proposals incorporated in this Plan. MIPM 9 SUMMARY SHEET ITEM 1 - PROJECT EXPENDITURES Project Site Clearance Pavement $10,533 Curb and Gutter 1,788 Sidewalk 794 Grading 7,012 Watermains 2, 700 Combination Sewer 284 Lighting 264 Demolition of Structures 177,674 Water Service Shut -Off at Structures to be Demolished 5,000 Sanitary Sewer Service Cappi ngs at Structures to be Demolished 12,250 Subtotal $ 218,299 r 0 2. Site Improvements a. Interior Street Construction 1) Street resurfacing • Street resurfacing will be carried out on the streets within the project area which, due to present conditions, are considered to be deteriorated to the point of being a detriment: to local traffic. The resurfacing will consist of a 1 1/2" asphalt lift, feathered at the outside edges to meet the exist- ing gutter flow lines. This work is in accord with the City of St. Paul specification and lies entirely within the project area. Street From To Length x Width Square Feet Western Marshall Iglehart 500 x 40 20,000 Western Iglehart Carroll 320 x 40 12,800 Virginia Marshall Cul -de -sac 340 x 32 10,880 Total 43,680 The cost estimate for asphalt resurfacing is $14 /ton, in place, including seal and tack costs. One ton Type "A ". Wearing course will cover 12 square yards when layed in a 1 1/2" lift. 285 tons @ $14 /ton = $ 3,990 Contingencies - 10% - 399 Engineering and Inspection - 10% 399 Total cost of resurfacing - 4,788 2) New Construction A cul -de -sac will be constructed within the project as indicated on Map No. 3, Proposed Rights -of -Way, at the intersection of Virginia and Iglehart . This will entail a 100' right -of -way and a 40' pavement radius -to back of curb. The construction of the cul -de -sac facilitates (1) the use of the existing portion of Virginia, between Marshall and Iglehart and (2) permits -14- • • the school use for ample turning and parking area. The extent of new construction in this cul -de -sac will include a 3" asphalt pavement with a 6" gravel base, a concrete curb and gutter, and a 4' sidewalk, all in accord with City of St. Paul specifications. a) Pavement Street From To Size Square Feet Virginia Cul -de -sac Iglehart 40' Radius 5,024 The cost estimate for asphalt paving is $12 /ton in place, including seal and tack coats. One ton of Type "A" wearing course will cover 6 square yards when layed in a 3" lift. 93 Tons @ $12 /ton $1,116 The cost estimate for class 5 gravel base in place is $ 0.50 /sq. yd. in place. 558 square yards @ $0.50 /sq . yd. 279 Asphalt Paving 1,116 Gravel base (69 279 Total $1,395 Contingencies - 10% 140 Engineering and Inspection - 10% 140 Total Cul -de -sac paving cost $1,675 b) Curb and Gutter Street From To Size Lineal Feet Virginia Cul -de -sac at Iglehart 40' Radius 251 Virginia Marshall Cul -de -sac 340 The cost estimate for'Type 3" concrete curb and gutter in place on a curve is $2.40 /lineal foot. - 15 - C 591 lineal feet @ $2.40 /lin. ft. Contingencies - 10% Engineering and Inspection - 10% Total cost for Curb and Gutter c) Sidewalk Street From To Size Virginia Cul -de -sac Iglehart 240 x 4 Virginia Marshall Cul -de -sac 340 x 4 • $1,418 142 142 $1,702 Square Feet 960 1,360 The cost estimate for a 4" Monolothic�cancrete sidewalk in place is $0.50 /sq. ft. W width). 2,320 square feet x $0.50 /sq . ft. $1,160 Contingencies - 10% 116 Engineering and Inspection - 10% 116 Total cost for sidewalk $1,392 b. Lighting 'The Lighting System on existing streets within the project area has been deemed insufficient and outmoded by City of St. Paul Standards. In order to provide the required foot candle lighting on these streets, it is proposed that the present lighting system be retained with the existing light fixture replaced by a new "Post Top Lumenaire". This new Lumenaire will provide the city with a choice of five different light patterns, all operable on the present 189 watt service, and accommodating lamps up to 10,000 lumens. The required lighting on the Virginia Cul -de -sac and on Western from Marshall to Carroll, will be provided by the relocation of facilities now located within the abandoned areas of the project. These relocated facilities will be converted to new Lumenaires by the above noted method. -16- 1) Relocation and Conversion (See Map No. 15, Proposed Street Lighting) Street From To No. of Poles Lineal Ft. Frontage Western Iglehart Carroll 3 300 Western Marshall Iglehart 2 350 Virginia on Cul -de -sac 3 The cost estimate for relocating existing light standards and converting to new Lumenaire fixtures is $400 /pole. (Including feeders) 8 poles @ $400 /po le $3,200 Contingencies - 10% 320 Engineering and Inspection - 10% 320 Total cost of relocating and converting $3,840 2) Conversion (See Map No. 15, Proposed Street Lighting) Street From To No. of Poles Western Marshall Iglehart 4 Virginia Marshall Cul -de -sac 3 7 The cost estimate for converting existing poles to new Lumenaire fixtures is $85 /pole . 5 poles @ $85 /pole $425 Contingencies - 10% 43 Engineering and Inspection - 10 % 43 Total cost for converting to new Lumenaire $511 c. Storm Sewer (See Map No. 11, Proposed Storm Sewer System) The only storm sewer line serving only the project area is that line in Virginia from the cul -de -sac to the proposed Freeway drainage system at Carroll. 100% credit is therefore claimed for this facility (See Figure 2). -17- • 400 lineal feet of 15" R.C.P. @ $4.08 /lin.ft. 193 cubic yards excavation @ $3.5 0/cu.yd. 2 Manholes @ $450/M. H. Total Contingencies - 10% Engineering and Inspection - 10% Total cost of storm sewer installation mr-10 $1,632 676 900 $3,208 321 321 $3,850 f SUMMARY SHEET ITEM I - PROJECT EXPENDITURES Project Site Clearance Pavement $10,533 Curb and Gutter 11788 Sidewalk 794 Grading 7,012 Watermain 2,700 Combination Sewer 284 Lighting 264 Demolition of Structures 177,674 Water Service Shut -Off at Structures to be Demolished 5,000 Sanitary Sewer Service Cappings at Structures to be Demolished 12,250 Subtotal $218,299 Project Site Improvements Street Resurfacing $4,788 Pavement 1,675 Curb and Gutter 1,702 Sidewalk 1,392 Lighting (Relocation and Conversion 3,840 Lighting (Conversion) 511 Storm Sewer 3,850 Subtotal $17,758 Total Item I, Project Expenditures $236,057 -19- • • TABLE OF CONTENTS II. Non Cash Local Grant -in -Aid 1 . Project Improvements a. Site Clearance 1) Removal of Existing Street Improvement a) Project (other than Tech. H.S. Site) (1) Curb and Gutter (2) Sidewalk b) Technical - Vocational High School Site (1) Pavement (2) Curb and Gutter (3) Sidewalk (4) Grading 2) Existing Utility Removal or Abandonment a) Project (other than Tech. H.S. Site) (1) Lighting (2) Combination Sewer b) Technical - Vocational High School Site (1) Water Main (2) Combination Sewer (3) Lighting 3) SUMMARY SHEET b. Site Improvements 1) Right -of -Way Acquisition 2) Street Resurfacing 3) New Construction 11114111 • • TABLE OF CONTENTS (cont'd) a) Project (other than Tech. H.S. Site) (1) Pavement (2) Curb and Gutter (3) Sidewalk (4) Landscaping (5) Lighting (a) Conversions (b) Installation (6) Water Main (7) Sanitary Sewer (8) Storm Sewer b) Technical- Vocational High School Site Storm Sewer 4) Supporting Facilities 5) Summary Sheet -21 - L' I. Project Improvements a. Site Clearance • The clearance proposed for the north side of Marshall Avenue between Western and Cathedral Place will be required for the development of the Technical - Vocational High School Site by the St. Paul School Board and the First Christian Church. The added traffic volume anticipated to be generated (an approximate peak of 1,400 vehicles) by said High School and the added volume created by the proposed development of the other institutional facilities within the project, necessitates the need for a collector street between Western and Cathedral Place (See Figure No. 4, Proposed Traffic System). The City of St. Paul Thoroughfare Standards, Section III - A -4, (See Exhibit C, Proposed Plans for Thoroughfares), dictates a pavement width of 44' and a right -of -way width of 80' where feasible. In consideration of the benefit that will be derived by the project for street alterations, the project credit is based on Section 17 -4 -2 of the Urban Renewal Manual. Namely, proposed street width divided by project requirements or 44 °divided by 44' = 100 %. All site clearance work within the Technical - Vocational High School Site (with the exception of demolition and water sewer service shut -offs) will be undertaken by- the School Board for the City of St.. Paul. This site clearance is necessary to .fOlfi II the objectives of the Urban Renewal Plan, -and the improvements are entirely within the project area. The expenditures of the St. Paul School Board, on this clearance action, are claimed as Non -Cash Local- Grant -in -Aids . 1) Removal of Existing Street Improvements. In order to achieve Urban Renewal Plan objectives a number of streets within or abutting the project will be vacated. -22- a) Project The following existing street improvements will be removed. The streets noted below are all boundary streets; 50% credit is claimed since these streets relate to required project standards otherwise 100% retroactive to the project. (1) Curb and Gutter Removal (See Map No. 3, Proposed Rights- of -Way) Street From To Lineal Feet Marshall Western Virginia 380 Marshall Virginia Farrington 370 Marshall Farrington Louis 900 Marshall Louis Cathedral Pl. 350 Marshall Farrington Tota 1 2,000 The cost estimate for curb and gutter removal = $0.50 /lineal foot. 2,000 lineal feet @ $0.50 /lin.ft. $1,000 Contingencies - 10% 100 Engineering and Inspection - 10% 100 'Total $1,200 A total of 50% of $1,200 or $600 is claimed as a project credit. (2) Sidewalk Removal (See Map No. 3, Proposed Rights -of -Way) -23 - Length x Street From To Width Sq. Ft. Marshall Western Virginia 380 x 4 1,520 Marshall Virginia Farrington 370 x 4 1,480 Marshall Farrington Louis 900 x 4 3,600 Marshall Louis Cathedral P1.350 x 4 1,400 Tota 1 8,000 -23 - • • The cost estimate for removal of concrete sidewalk (4" thick) is $0.50 /square yard. 778 square yards @ $0.50 /sq .yd . $389 Contingencies - 10% 39 Engineering and Inspection - 10% 39 Tota 1 $467 A total of 50% of $467 or $234 is claimed as a project credit. b) Technical - Vocational High School Site 100% credit is claimed for all site clearance in the Technical - Vocational High School Site. The site clearance work would ordinarily be undertaken by the Local Public Agency, but an agreement between the LPA and the St. Paul School Board notes the work is to be undertaken by the School Board in order to facilitate early redevelopment. (1) Pavement Removal (See Map No. 3, Proposed Rights -of -Way) Length Square Street From To x Width Feet Iglehart Virginia Farrington 370 x 30 11,100 Iglehart Farrington Louis 880 x 30 26,400 Iglehart Louis Cathedral Pl . 350 x 30 10,500 Marshall PI . 120' East Louis 760 x 16 12,160 -24- k 10,080 8,960 3,600 10,080 10,080 6,000 108,960 of Farrington Farrington Marshall PI. Iglehart 280 x 36 Farrington Iglehart Carroll 280 x 32 Louis Marshall Marshall Pl. 100 x 36 Louis Marshall PI. Iglehart 280 x 36 Louis Iglehart Carroll 280 x 36 Alley S. Iglehart E. Louis 300 x 20 Total -24- k 10,080 8,960 3,600 10,080 10,080 6,000 108,960 ,.1 • • The cost estimate for pavement removal is $1 .50 /square yard. 12, 107 square yards @ $1 .50 /sq.yd. $18,161 Contingencies - 10% 1,816 Engineering and Inspection - 10% 1,816 Total project credit $21,793 (2)Curb and Gutter (See Map No. 3, Proposed Rights -of -Way) Street From To Lineal Feet Iglehart Virginia Farrington 740 Iglehart Farrington Louis 1,760 Iglehart Louis Cathedral PI. 700 Farrington Marshall P1. Iglehart 560 Farrington Iglehart Carroll 560 Louis Marshall Marshall Pl. 200 Louis Marshall P1. Iglehart 560 Louis Iglehart Carroll 560 Tota 1 5,640 The cost estimate for curb and gutter removal is $0.50 /lineal foot. 5,640 lineal feet @ $0.50 /lin.ft. $2,820 Contingencies - 10% 282 Engineering and Inspection - 10% 282 Total project credit $3,384 (3) Sidewalk (See Map No. 3, Proposed Rights -of -Way) -25 - • • The cost estimate for 4' sidewalk removal is $0.50 /square yard. 2,507 square yards @ $0.50 /sq . yd. $1,254 Contingencies - 10% 125 Engineering and Inspection - 10% 125 Total project credit $1,504 (4) Grading (See Map No. 3, Proposed Rights -of -Way) Length x Square Street From To Width Feet Iglehart Virginia Farrington 740 x 4 2,960 Iglehart Farrington Louis 1, 760 x 4 7,040 Iglehart Louis Cathedral PI. 700 x 4 2,800 Farrington Marshall Pl. Iglehart 560 x 4 2,240 Farrington Iglehart Carroll 560 x 4 2,240 Louis Marshall Marshall PI . 200 x 4 800 Louis Marshall PI. Iglehart 560 x 4 2,240 Louis Iglehart Carroll 560 x 4 2,240 Total 22,560 The cost estimate for 4' sidewalk removal is $0.50 /square yard. 2,507 square yards @ $0.50 /sq . yd. $1,254 Contingencies - 10% 125 Engineering and Inspection - 10% 125 Total project credit $1,504 -26 - (4) Grading (See Map No. 3, Proposed Rights -of -Way) Length Square Street From To x Width Feet Iglehart Virginia Cathedral PI. 1,550 x 60 93,000 Marshall PI. 120' East of Louis 760 x 30 22,800 Farri ngton Farrington Marshall PI . Carroll 660 x 45 29,700 Louis Marshal I Carroll 660 x 70 46,200 Total 191,700 -26 - The cost estimate for finish grading VS.-$0.50/square yard. 21,300 square yards @ $0.50 /sq .yd. $10,650 Contingencies - 10% 1,065 Engineering and Inspection - 10% 1,065 Total project credit $12,780 2) Existing Utility Removal or Abandonment Due to street closings and structure clearance, there are a number of utilities that will be abandoned, plugged or capped. 'basements will be dedicated where utilities are to be retained in vacated righta�of -way. a) Project (1) Lighting (See Map No. 5, Proposed Street Lighting) All existing street lightpoles and fixtures, within the vacated street rights -of -way, will be removed and the concrete bases eliminated. The buried conduit will be capped and abandoned in place; no circuits will be dead -ended in this vacation process. The lighting on the north side of Marshall is necessitated by the proposed widening on the north side of the street (See Map No. 3, Proposed Rights -6f -Way). It has been established that the widen- ing of Marshall is required by city standards and the pole removal is necessarily parcel to the widening. The project credit here is the same as that for Marshall Avenue construction (50 %) because it is a bounding facility. Street From To Poles to be removed Marshall Western Cathedral PI. 8 -27- • • The cost estimate for complete light pole removal and capping of buried conduit is $20 /pole. 8 poles @ $20 /pole $160 Contingency. allowance is included in the unit price as obtained from engineers in the Bureau of Lighting. A total of 50% of $160 or $80 will be claimed as a credit to the project. (2) Combination Sewer (See Map No. 9, Existing Combination Sanitary and Storm Sewer System and Map No. 10, Proposed Sanitary Sewer System) . Within the project area the proposed storm sewer system will serve to separate the existing combination sewer systems and allow said system to function entirely as a sanitary system. All existing catch basins presently a part of the combination system will be removed so as to eliminate entrance of storm waters. This procedure will eliminate the present problem of the existing sewer system being inadequate to handle peak loads. Those catch basins on the north side of Marshall from Western to Cathedral Place will be removed as part of the proposed Mar- shall Street widening. The remaining catch basins on boundary streets will be removed and a project credit of 50% will be claimed in accordance with the previously documented 50% benefit applicable to boundary streets. No. of Street From To Catch Basins Arundel' Marshall Iglehart 1 Marshall Arundel Western 2 South side of Marshall Elm 2 Total 5 • • The cost estimate for removing catch basins is $10 /catch basin. This price includes restoration of site. 5 catch basins @ $10 /catch basin $50 Contingencies are included in unit price as were obtained from city engineers. A total of 50% of $50 or $25 will be claimed as a project credit. b) Technical - Vocational High School Site (1) Water Main (See Map No. 13, Proposed Water System) All water mains will be plugged in such a manner so as to create no deadend lines or services. -29 - No. of Hydrants to Street From To W.M. P lugs be removed Iglehart Virginia Farrington I 1 Iglehart Farrington Louis 1 1 Iglehart Louis Cathedral PI. 2 0 Marshall PI. 120' East of Louis 1 1 Farrington Farrington Marshall PI. Carroll 1 0 Louis Marshall Carroll 0 0 Tota 1 6 3 The cost estimate for water main plugging is $200 /plug 6 plugs @ $200 /plug $1,200 Contingencies - 10% 120 Engineering and Inspection - 10% 120 . Total project cost $1,440 -29 - • • The cost estimate for hydrant removal is $50 /hydrant 3 hydrants @ $50 /hydrant $150 Contingencies - 10% 15 Engineering and Inspection - 10% 15 Total project cost $180 (2) Combination Sewer (See Map No. 10, Proposed Sanitary Sewer System) All existing sanitary sewers in the Technical - Vocational High School Site will be plugged in such a manner as to eliminate sewage back -up. Storm water and sanitary sewer lines that will be required to service the high school will be installed by that entity. The cost estimate for manhole removal is $15 /manhole 11 Manholes @ $15 /manhole $165 Contingencies - 10% 17 Engineering and Inspection - 10% 17 Total Project cost $199 -30- Man- Catch Street From To Plugs Holes Basins Iglehart Virginia Cathedral 6 6 4 P lace Marshall P I. Farrington Louis 2 4 0 Farrington Marshall PI. Carroll 4 1 4 Louis Marshall PI. Carroll 4 0 4 Total 16 11 12 The cost estimate for manhole removal is $15 /manhole 11 Manholes @ $15 /manhole $165 Contingencies - 10% 17 Engineering and Inspection - 10% 17 Total Project cost $199 -30- The cost estimate for catch basin removal is $10 /catch basin 12 catch basins @ $1 %atch basin $120 Contingencies - 10% 12 Engineering and Inspection - 10% 12 Total Project cost $144 The cost estimate for sewer plugging is $2 /plug 16 plugs @ $2 /plug $32 Contingencies - 10% 3 Engineering and Inspection— 10% 3 Total Project Cost $38 (3) Lighting (See Map No. 15, Proposed Street Lighting) All existing street light poles and fixtures, within the vacated street rights -of -way, will be removed and the concrete bases eliminated. The buried conduit will be capped and abandoned in place. No circuits will be dead -ended in this vacation process. Street From Iglehart Virginia Farrington Marshall Pl. To Poles to be removed Cathedra 1 13 Place Carroll 4 Total 17 The cost estimate for complete light pole removal and capping of buried conduit is $20 /pole. 17 poles @ $20 /pole $340 Contingency and Engineering allowances are included in the unit removal cost as obtained from the Bureau of Street Lighting. -31 - 0 SUMMARY SHEET Project Boundary Streets Total Cost Non -Cash Credit Curb and Gutter (50% credit) $1,200 $6 .00' Sidewalk (50% credit) 467 234 Lighting (50% credit) 160 80 Combination Sewer (50% credit) 50 25 Subtotal $1,877 $939 Technical - Vocational High School Site Pavement $21,793 Curb and Gutter 3,384 Sidewalk 1,504 Grading 12,780 Water Main 1,620 Combination Sewer 381 Lighting 340 Subtotal $41,802 Total $43,679 $939 -32- • S b. Site Improvements • As noted in Section II, a, the traffic volume and proposed parking on the south side of Marshall (both created by the proposed Technical - Vocational High School) will require a minimum 44' pavement width and an 80' right -of -way to conform to City of St. Paul standards for a collector street. (See Exhibit C, Proposed Plan for Thoroughfares). The existing pavement will be retained with the addition of a 1 -1/2" asphalt overlay to provide a transition for the new 12' pavement strip. The existing curb and gutter, and sidewalk on the south side of the street will be retained. The extent of the street construction will include asphalt paving and base curb and gutter, sidewalk and street lighting on the north side; and on the south side, street lighting con- version. 1) Right -of -way Acquisition (See Map No. 20, Disposition) Based on the above noted city- right -of -way requirements the existing 66' right -of -way on Marshall will be increased 14' from Virginia to Cathedral Place excluding that portion abutting the First Christian Church (which will be widened only five feet) and an irregular shaped parcel between Western and Virginia. The acquisition will entail approximately 2, 000 lineal feet at 14 foot and 70 lineal feet at 5 foot. The square foot cost for the land was established by the market appraiser for re -use sites at $0.315 /sq.ft. (See R -225, Disposition Report) Project credit is claimed in accord with the proposed construction or 50% 31,219 square feet x $0.315/sq. ft. $9,834 A total of 50% of $9,834 or $4,917 is claimed as a project credit. -33 - • 0 The proposed right -of -way changes on Western from Marshall to Carroll will involve dedications to the city in exchange for vacated rights -of -way elsewhere in the project by action of the LPA. (See Map No. 3, Proposed Rights -of -Way) 2) Street Resurfacing (See Map No. 3, Proposed Rights -of -Way) Due to existing surface conditions, or as in the case of Marshall SIMM Avenue reflecting a transition between existing and new paving, a 1 -1/2" lift will be required in order to create an acceptable surfacing on all boundary streets. In all cases the lift will be feathered at the outer edges to meet the flow lines of the gutter. Since the boundary streets are considered local in character 50% credit is claimed. Length x Square Street From To Width Feet Arundel Marshall Iglehart 300 x 32 7,600 Arundel Ig lehart Carroll 360 x 32 11,520 Marshall Western Virginia 380 x 44 16,720 Marshall Virginia Farrington 360 x 44 15,840 Marsha I I Farri ngton Louis 900 x 44 39,600 Marshall Louis Cathedral PI. 350 x 44 15,400 r To to I 108,680 The cost estimate for street resurfacing is $14 /ton in place including seal and tack coats. One ton type "A" wearing course wi II cover 12 square yards when laid in a 1 -1/2" lift. 1,000 tons of asphalt x $14 /ton $14,000 Contingencies - 10% 1,400 Engineering and Inspection - 10% 1,400 Total cost of,resurfacing $16,800 A total of 50% of $16,800 or $8,400 is claimed as project credit. -34- Street Marsha 11, Marshall Marshall Marshall • . • 3) New Construction The only new pavement to be constructed on a boundary street is the 12' strip to be added to the north side of the existing pavement (in order to provide the required 44' pavement width) on Marshall Avenue from Western Avenue to Cathedral Place. A city standard of a 3" asphalt pavement with a 6" gravel base is proposed for this pavement addition, since additional improve- ments will be undertaken in a later project - (See GNRP). A "Type 3" concrete curb and gutter, a 4" thick 4' wide concrete sidewalk, street lighting and landscaping will complete the new construction required on Marshall. A credit of 50% is claimed for this improvement. a) Project (other than Technical - Vocational High School Site) (1) Pavement (See Map No. 3, Proposed Rights -of -Way) Length x Square From To Width Feet Western Virginia 380 x 12 4,560 Virginia Farri ngton Farrington 360 x 12 4,320 Louis 900 x 12 10,800 Louis Cathedral PI. 350 x 12 4,200 Tota 1 23,880 The cost estimate for asphalt paving is $12 /ton in place, including seal and tack coats. One ton of "Type A" wearing course will cover 6 square yards when laid in a 3" lift. (See Exhibit B, Specifications for Street and Sewer Construction.) 442 tons of asphalt @ $12 /ton $5,304 -35 - It Al • • Contingencies - 10% 530 Engineering and Inspection - 10% 530 Subtotal $6,364 The cost estimate for "Class 5" gravel b 2,653 square yards @ $0.50 /sq . yd Contingencies - 10% Engineering and Inspection - 10% Subtotal Total cost for Paving ase is $0.50 /square yard in place $1,327 133 133 $10,593 $ 7, 957 A total of 50% of $7,957 ofj$3, 978 is claimed as a project credit (2) Curb and Gutter (See Map No. 3, Proposed Rights -of -Way) Street From To Lineal Feet Marshall Western Virginia 380 Marshall Virginia Farrington 360 Marshall Farrington Louis 960 Marshall Louis Cathedral PI. 350 Total 1,990 The cost estimate for "Type 3" concrete curb and gutter is $2.10 /lineal foot in place. 1,990 lineal feet x $2.10 /lin.ft. $4,179 Contingencies - 10% 418 Engineering and Inspection - 10% 418 Total cost of concrete curb and gutter is $5,015 A total of 50% of $5,015 or $2,507 is claimed as a project credit. -.,36 - (3) Sidewalk (See Map No. 3, Proposed Right -of -Way) Length x Street From To Width Sq . Ft. Marshall Western Virginia 380 x 4 1,520 Marshall Virginia Farrington 360 x 4 1,440 Marshall Farrington Louis 900 x 4 3,600 Marshall Louis Cathedral P1.350 x 4 1,400 Tota 1 7,960 The cost estimate for 4" monolithic concrete sidewalk in place is $0.50 per square foot. 7,960 square feet @$0.50 /sq . ft. _ $3,980 Contingencies - 10% = 398 Engineering and Inspection - 10% = 398 Total cost of sidewalk $4,776 A total of 50% of $4,776 or $2,388 is claimed as a project credit. (4) Landscaping (See Map No. 3, Proposed Right -of -Way) The only area where landscaping will be required is the north side of Marshall. A width of 14 feet will be seeded between the curb and sidewalk. Trees will be planted at 20 feet intervals in order to conform to the existing tree spacing on the south side of Marshall. (a) Seeding (including seed, fertilizer and planting) The cost estimate for seeding is $0.15 per square yard. 2,893 square yards @ X0.15 /sq, yd. _ $434 Contingencies - 10% = 43 Total cost of seeding $477 -37- • • (b) Trees (Spaced at 20 feet intervals) The cost estimate for trees is $25 per tree 93 trees @ $25 /tree - $2,325 Contingencies - 10% - 233 Total cost for trees is $2,558 A total of 50% of $2,558 or $1,279 is claimed as a project credit. (5) Lighting (See Map No. 15, Proposed Street Lighting) The existing lighting facilities on Arundel from Marshall to Carroll will be converted in the manner set forth for the interior streets (noted previously). The existing lighting facilities on the north side of Marshall between Western and Cathedral Place will be removed as indicated in Section 2,a,.1) (this report) and replaced by new light standards, bases, and fixtures. The proposed facilities on the north side of Marshall will be designed for relocation to the center street median anticipated for installation in a later project. (a) Conversion Street From To Number of Poles Arundel Marshall Iglehart 1 Arundel Iglehart Carroll 1 Marshall Arundel Western 7 Marshall Western Virginia 1 Marshall Virginia Farrington 2 Marshall Farrington Louis 5 Marshall Louis Cathedral PI. 2 Total 19 IRM The cost estimate for converting existing lights to new "Post Top Lumenaires " is $85 per pole. 19 poles @ $85 /pole = $1,615 Contingencies - 10% = 162 Engineering and Inspection - 10% = 162 Total cost of converting to new lumenaires is $1, 939 A total of 50% of $1,939 or $969 is claimed as a project credit. (b) New Lighting Street From To Lineal Feet Marshall Western Virginia 380 Marshall Virginia Farrington 360 Marshall Farrington Louis 900 Marshall Louis Cathedral PI. 350 Total 1,990 The cost estimate for new lighting, including pole, base, fixtures, and feeder line is $12 per lineal foot of frontage. Poles are to be located at 100 foot intervals. it 990 lineal feet of frontage @ $12 /lin.ft. _ $23,880 Contingencies - 10% = 2,388 Engineering and Inspection - 10% = 2,388 Total cost of new lighting is $28,656 A total of 50% of $28,656 or $14,328 is claimed as a project credit. (6) Water Main (See Map No. 12, Proposed Water System) Even though the project is benefited by the presence of the proposed water main located in the South Frontage Road of Interstate #94,an agreement with the Minnesota Highway Depart- ment notes that this line will be installed by the highway department at no cost to the City of St. Paul . -39- • • The only main which will be of 100% benefit to the project is the 6" line in Arundel,. a boundary street. The system only requires a 4" line in this area, but due to city standards the minimum acceptable line size is 6 ". Location of Line Length of Line Size of Line No. of Hydrants Arundel - Iglehart- Carroll 350 lin. ft. 6" 0 The cost estimate for a 6" water main, in place (including valves) is $6 per lineal foot. 350 lineal feet @ $6 /lin. ft. _ $2,100 Contingencies - 10% - 210 Engineering and Inspection -10% = 210 Total $2,520 A total of 50% of $2,520 or $1,260 is claimed as a project credit. (7) Sanitary Sewers (See Map No. 10, Proposed Sanitary Sewer System) The proposed sanitary sewer lines lie entirely within the project, but the project requirements dictate only a 12" line to serve this area. A project credit of only 50% is claimed for the pro- posed line due to project necessitated rerouting. It is proposed that the present 24" line flowing north on Arundel be extended to intersect with the line on Carroll. Due to the added volume created by this 24" line, the existing 12" line flowing east on Carroll must be increased to a 24" line. The existing manholes on Carroll wi II be utilized; one man- hole will be required on Arundel. The estimated cost of 24" sanitary sewer in this area is $5.75 per lineal foot plus $4 per cubic yard for excavation (for 1, 000 lineal feet of sewer) . -40- • i f �.� ay R 0 0 Cost of 24" V.C.P. = 1,000 lineal feet @ $5.75 /lin.ft. $5,750 Cost of excavation = 64,000 cubic feet. _ 2,370 cu. yds. @ $4 /cu.yd. 9,480 Cost of one manhole required on Arundel between Iglehart and Carroll 450 Subtotal $15,680 Contingencies - 10% = 1,568 Engineering and Inspection - 10% 1,568 Total $18,816 A total of 50% of $18,816 or $9,408 is claimed as a project credit. The relocation is necessitated by project objectives; and the sewer line is located in a boundary street; therefore, a total of 50% of $18,816 or $9,408 is claimed as a project credit, (8) Storm Sewer (See Map No. 11, Proposed Storm Sewer System) The City of St. Paul sewer engineers have agreed to furnish the Minnesota Highway Department with information per- taining to additional volume requirements, created by the project, for thestorm sewer line in John Ireland Blvd. from Selby Street to St. Anthony Tunnel. The size of the storm sewer pipes, within Interstate #94 and John Ireland Blvd., have not been designated by the Minnesota Highway Depart- ment at this time. Therefore the various sizes indicated in the following cost estimates are an approximation based on the "Q" information obtained from the Minnesota Highway Department. • -41 - In many cases, the project volume requirements will dictate a pipe size smaller then the 12" proposed. It has been indi- cated by city sewer engineers that the city will only allow a 12" minimum pipe size for any future storm sewer construc- tion. The percent of project credit in all cases was based on the ratio of project drainage areas served divided by the total drainage area served. Credit for the boundary streets is based on the maximum allow- able in Section 17 -4 -2 of the Urban Renewal Manual. Pipe Size Pipe Size % Street From To for System for Project I Credit Arundel Marshall Iglehart 2111 12" 13% Total Project Acres Served 0.9 Total Acres Served 6.5 = 13% The cost estimate for a 21" R.C.P. is $5.70 per lineal foot plus $3.50 per cubic yard for excavation, $450 per manhole, and $200 per inlet i ncl udi ng connection. 340 lineal feet @ $5.70 /lin.ft. _ $1,938 217 cubic yards @ $3.5 0/cu .yd . - 760 8 inlets @ $200 /inlet - 1,600 3 manholes @ $450 /manhole = 1,350 Subtotal $5,648 Contingencies - 10% 565 Engineering and Inspection - 10% 565 Total $6,778 A total of 6.5% of $6,778 or $441 is claimed as a project credit. -42- • • Pipe Size Pipe Size % Street From To for System for Project I Credit Arundel Iglehart Carroll 15" 12" 24% (See Appendix, following this report) Total Project Acres Served 1.8 = 24% Total Acres Served 7.4 The cost estimate for a 15" R.C.P. is $4.08 per lineal foot plus $3.50 per cubic yard for excavation, $450 per manhole, and $200 per inlet including connection. 330 lineal feet @ $4.08 /lin.ft. - $1,346 226 cubic yards @ $3.5 0/cu.yd. = 791 8 inlets @ $200 /inlet = 1,600 2 manholes @ $450 /manhole - 900 Subtotal $4,637 Contingencies - 10% = 464 Engineering and Inspection - 10% = 464 Tota 1 $5,565 A total of 12% of $5,565 or $668 is claimed as a project credit. Pipe Size Pipe Size % Street From To for System for Project I Credit Carroll Arundel Western 27" 12" 11.2% Total Project Acres Served - 4.6 = 11.2% Total Acres Served 39.9 The cost estimate for a 27" R.C.P. is $8.10 per lineal foot plus $3.50 per cubic yard for excavation, $450 per manhole, and $200 per inlet includ- ing connection. 660 lineal feet @8.10 /lin.ft. _ $5,346 665 cubic yards @ $3.5 0/cu .yd . = 2,328 2 inlets @ $200 /inlet = 400 2 manholes @ $450 /manhole = 900 Subtotal $8,974 -43- • • L1 Pipe Size Pipe Size % Street From To for System for Project I Credit Arundel 19lehart Carroll 15" 12" 24% (See Appendix, following this report) Total Project Acres Served 1.8 = 24% Total Acres Served 7.4 The cost estimate for a 15" R.C.P. is $4.08 per lineal foot plus $3.50 per cubic yard for excavation, $450 per manhole, and $200 per inlet including connection. 330 lineal feet @ $4.08 /lin.ft. - $1,346 226 cubic yards @ $3.5 %u .yd. = 791 8 inlets @ $200 /inlet = 1,600 2 manholes @ $450 /manhole - 900 Subtotal $4,637 Contingencies - 10% = 464 Engineering and Inspection - 10% = 464 Tota 1 $5,565 A total of 12% of $5,565 or $668 is claimed as a project credit. Pipe Size Pipe Size % Street From To for System for Project I Credit Carroll Arundel Western 27" 12" 11.2% Total Project Acres Served - 4.6 = 11.2% Total Acres Served 39.9 The cost estimate for a 27" R.C.P. is $8.10 per lineal foot plus $3.50 per cubic yard for excavation, $450 per manhole, and $200 per inlet includ- ing connection. 660 lineal feet @8.10 /lin.ft. _ $5,346 665 cubic yards @ $3.5 0/cu .yd . = 2,328 2 inlets @ $200/inlet = 400 2 manholes @ $450 /manhole = 900 Subtotal $8,974 -43- �- N Contingencies - 10% - $ 897 Engineering and Inspection 10% 897 Tota 1 $10,768 A total of 5.8% of $10, 768 or $625 is claimed as a project credit. Pipe Size Pipe Size % Street From To for System for Project I Credit Marshall Virginia Farrington 18" 15" 52% Total Project Acres Served - 2.0 - 52% Total Acres Served 3.8 The cost estimate for an 18" R.C.P. is $4.44 per lineal foot plus $4 per cubic foot for excavation, $450 per manhole and $200 per inlet including connection. 360 lineal feet @ $4.44 /lin.ft. _ $1,598 1, 167 cubic yards @ $4 /cu . ud . = 4,668 6 inlets @ $200 /inlet = 1,200 2 manholes @ $450 /manhole - 900 Subtotal $8,366 Contingencies - 10% 837 Engineering and Inspection - 10% 837 Total $10,040 A total of 26% of $10,040 or $2,610 is claimed as a project credit. Pipe Size Pipe Size % Street From To for System for Project I Credit Marshall Farrington Louis 21" 12" 18% Total Project Acres Served = 2.0 - 18% Total Acres Served 11.1 The cost estimate for a 21" R.C.P. is $5.70 per lineal foot plus $4 per cubic yard for excavation, $450 per manhole, and $200 per inlet including connection. -44- 900 lineal feet @ $5.70 /lin.ft. _ $5,130 1,687 cubic yards @ $4 /cu . yd . = 6,748 8 inlets @ $200 /inlet = 1,600 2 manholes @ $450 /manhole - 900 Subtotal $14,378 Contingencies - 10% 1,438 Engineering and Inspection - 10% 1,438 Total $17,254 A total of 9% or $17,254 or $1,553 is claimed as a project credit. Pipe Size Pipe Size % Street From To for System for Project I Credit Marshal I Louis Cathedral 2111 12" 18% Place Total Project Acres Served = 3.37 = 18% Total Acres Served 18.7 The cost estimate for 21 " R .C.P. is $5.70 per lineal foot plus $3.50 per cubic yard for excavation, $450 per manhole, and $200 per inlet including connection. 360 lineal feet @ $5.70 /lin.ft. - $2,052 200 cubic yard @ $3.5 0/cu.yd. = 700 6 inlets @ $200 /inlet = 1,200 2 manholes @ $450 /manhole = 900 Subtotal $4,852 Contingencies - 10% 485 Engineering and Inspection - 10% 485 Total $5,822 A total of 9% of $5, 822 or $524 is claimed as a project credit. -45- • • The following sewer lines lie entirely within the project area, but serve the project only to the extent indicated. Pipe Size Pipe Size % Street From . To for System for Project I Credit Western Marshall Iglehart 30" 15" 15% Total Project Acres Served - 7.7 - 15% Total Acres Served 44.8 The cost estimate for 30" R.C.P. is $9.30 per lineal foot plus $3.50 per cubic yard for excavation, $450 per manhole and $200 per inlet includ- ing connection.. 340 lineal feet @ $9.30 /lin.ft. _ $3,162 533 cubic yards @ $3.5 0/cu .yd . = 1,866 8 inlets @ $200 /in let = 1,600 3 manholes @ $450 /manhole = 1,350 Subtotal $7,978 Contingencies - 10% 798 Engineering and Inspection - 10% 798 Total $9,574 A total of 15% of $9,574 or $1,436 is claimed as a project credit. Pipe Size Pipe Size Street From To for System for Project I Credit Western Iglehart Carroll 30" 18" 20.4% Total Project Acres Served - 9.0 = 20.4% Total Acres Served 46.9 The cost estimate for a 30" R.C.P. is $9.30 per lineal foot, $3.50 per cubic yard for excavation, $450 per manhole, and $200 per inlet including connection. J 330 lineal feet @ $9.30 /lin.ft. _ $3,069 517 cubic yards @ $3.5 0/cu .yd . = 1,810 6 inlets @ $200 /inlet = 1,200 3 manholes @ $450 /manhole - 1,350 Subtotal $7,429 ZIM • Estimated Pipe Size Street From To for System Across Freeway Frontage St. Anthony- 42" Road Hill Tunnel • i Estimated Pipe Size for Project 1 30" Credit 34% The cost estimate for 42" R C.P. is $17.10 per lineal foot and $3.50 per cubic yard for excavation. 1,000 lineal feet @ $17.10 /lin.ft. - $17,100 1,019 cubic yards @ $3.5 0/cu.yd. - 3,567 Subtotal $20,667 Contingencies - 10% 2,067 Engineering and Inspection - 10% 2,067 Total $24,801 A total of 34% of $24,801 or $8,432 is claimed as a project credit. b) Technical - Vocational High School Site Storm Sewer The additional volume of surface water created by the school site wi I I require that the proposed highway drainage system be enlarged in capacity. In joint discussions with engineering representatives of the City and Minnesota Highway Department it was noted that a portion of the project drainage area (between Western and Virginia) had been previously considered by the highway depart- ment in their preliminary utility design for Interstate #94. (See Figure No. 2, Storm Water Drainage Areas) . Permission was also given (by the Minnesota Highway Department to the City School Board) for incorporating their storm drainage needs into the highway drainage system at the 364' line between Louis and Cathedral. The City School Board Architects were contacted and they agreed to furnish the Minnesota Highway Department with the additional volume requirement. The additional expense to TV • • the state for the oversizing of their system, (See Exhibit F, Preliminary Utilities Plan, Interstate #94) attributed to the School Site, will be shared on a proportional basis by the St. Paul School Board. The following information is predi- cated on anticipated volumes created by the Technical - Vocational High School Site. The drainage system presently proposed by the Minnesota High- way Department for the Freeway must be increased on the Southern Frontage Road from Cathedral Place south - easterly to John Ireland Boulevard, then north to the intersection with the St. Anthony Hi II Tunnel l,. The increase in cost due to the additional requirement of the line in the southern Frontage Road from Cathedral Place to John Ireland Boulevard will be absorbed by the St. Paul School Board. The increased cost of installing the sewer extending north from this point will be absorbed by the City of St. Paul. The following line will flow into the Free- way drainage system at Cathedral Place, but serves only the Technical - Vocational High School portion of the project; there- fore, 100% credit is claimed (See Exhibit F, Preliminary Utilities Plan, Interstate X94) Pipe Street From To Size Frontage Farrington Cathedral 36" Road Place The cost estimate for 36" R.C.P. in place is $14.50 per lineal foot. IK,M • • 1,200 lineal feet @ $14.50 /lin.ft. 1,1 11 cubic yards @ $3.5 0/cu.yd. 5 manholes @ $450 /manhole Subtotal Contingencies - 10% Engineering and Inspection - 10% Total $17,400 3,889 2,250 $23,539 2,354 2,354 $28,247 A total project credit of $28,247 is claimed (See Exhibit F). The following line is presently proposed by the Minnesota Highway Department as a part of the Freeway drainage system, but must be increased to meet project requirements. Estimated Estimated Pipe Size Pipe Size % Street From To for System for T. H.S. Credi t Frontage Cathedral John 42" 36" 75% Road Place Ire land Blvd. The cost estimate for 42" R.C.P. is $17.10 per lineal foot, $3.50 per cubic yard for excavation and $450 per manhole. 600 lineal feet @ $17.10 / lin.ft. _ $10,260 611 cubic yards @ $3.50 /cu . yd . - 2,139 4 manholes @ $450 /manhole = 1,800 Subtotal $14,199 Contingencies - 10% 1,420 Engineering and Inspection - 10% 1,420 Total $17,039 A total of 75% of $17, 039 or $12,779 is claimed as a project credit. -50- ��lR. • • STORM SEWER SUMMARY Storm Sewer 6.5 $ 6,778 $ 441 " 12.0 5,565 668 " 5.6 10,768 625 " 26.0 10,040 2,610 " 9.0 17,254 1,553 " 9.0 5,827 524 " 15.0 9,574 1,436 " 20.4 8,915 1,819 " 7.0 111228 786 " 34.0 24,801 8,432 Total $ 110,745 $18,958 t E -51 - +� Yr 0 0 4) Supporting Facilities a) Public Open Space (Technical - Vocational High School Site) At the present time the Urban Renewal Project Area does not contain any recreational areas. The proposed land use plan reflects a 5 acre park (224, 770 square feet) located in the Western portion of the proposed Technical - Vocational High School Site. It has been determined, by comparing the ratio of'the families within the project (following redevelopment) to the entire number of families in the service area of the park, that there is a relative benefit to Project I of 17 %. (See Figure No. 3). Number of Projected Project I Families 190 Number of Families in Service Area of 1,133 Parks 190 divided by 1,133 = 17% The basis for estimating the park development costs is noted below. The estimate is $3,000 per acre for improvements and $0.315 per square foot for land acquisition. The cost estimate, per square foot, for land acquisition is based on an estimate prepared by the reuse appraiser. Unit Unit of Improvement Cost Measure Seeding .15 square yard Sod .40 square yard 2 hooded Softball 730.00 each backstops Sidewalks .50 square feet Deciduous Trees 25.00 each Evergreen Trees 30.00 each -52 - k 0 0 The cost estimate based on the above figure is 5.16 acres @ $13, 721/acre (land value) _ 5.16 acres @ $3, 000/acre (improvements) _ Total cost Relative Benefit to Project 107%) -53 - 0 $70,800 15,480 $86,280 $14,668 Unit Unit of Improvement Cost Measure Ornamentals $ 10.00 each Shrubs 5.00 each Lighting 3,000.00 per 5 acre playground The cost estimate based on the above figure is 5.16 acres @ $13, 721/acre (land value) _ 5.16 acres @ $3, 000/acre (improvements) _ Total cost Relative Benefit to Project 107%) -53 - 0 $70,800 15,480 $86,280 $14,668 M ��ti SUMMARY SHEET Street Improvement Removals % Total Non -Cash Project Boundary Streets Credit Cost Credit Curb and Gutter 50 $ 1,200 $ 600 Sidewalk 50 467 234 Lighting 50 160 80 Combination Sewer 50 50 25 Subtotal $ 1,877 $ 939 Technical - Vocational High School Site Clearance Pavement - $ 21,793 Curb and Gutter - 3,384 Sidewalk - 1,504 Grading - 12,780 Lighting - 340 Water Main - 1,620 Combination Sewer - 381 Subtotal - $ 41,679 -54- I r • SUMMARY SHEET (con'r) Site Improvements Storm Sewer 75 Partial Project Credit Credit Right -of -Way Acquisition 50 Street Resurfacing 50 Pavement 50 Curb and Gutter 50 Sidewalk 50 Landscaping 50 Lighting (conversion) 50 Lighting (new) 50 Water Main 50 Sanitary Sewer 50 Storm Sewer Subtotal Technical - Vocational High School Site • Total Cost $ 9,834 16,800 7,957 5,015 4,776 2,525 1,939 28,656 2,520 18,816 110,745 $ 209,583 1 Storm Sewer 00 $28,247 Storm Sewer 75 17,039 Subtotal $45,286 Facilities (Technical - Vocational High School Site) Supporting Public Open Space 17 $_L6, 280 Subtotal $,86.,280 Total - Project $214,830 Total - Technical- Vocational High $ 169,875 Schco I Site Total - Item 11 $384,705 -55- -56- Non -Cash Credit $ 4,917 8,400 3,978 2,507 2,388 1,279 969 14,328 1,260 9,408 18,958 $ 68,328 $ 28,247 12,779 $ 41,026 $14_ , 668 $14,668 $69,840 $ 96,800 $ 166,640 0 Project I Storm Sewer Capacity Calculations Road -57- Total Q Slope Size Street From To Acres Acres % Pipe Arundel Marshall Iglehart 0.9 0.9 1..23 0.6 12" Arundel Iglehart Carroll 0.9 1.8 2.47 3.7 12" Carroll Arundel Western 2.8 4.6 6.30 3.5 12" Western Marshall Iglehart 6.9 6.9 9.45 3.5 15" Western Iglehart Carroll 2.1 9.0 13.70 3.5 18" Virginia Dayton Marshall 2.0 2.0 2.74 0.3 15" Marshall Virginia Farrington 1.8 3.8 5.21 0.3 18" Marshal I Farrington Louis 7.3 11.1 15.21 1.0. 2111 Marshal I Louis John Ire- 2.1 18.7 25.60 3.0 21 " land Blvd. Virginia Cul -de -sac Carroll 2.0 2.0 2.70 0.3 15" Frontage Farrington Freeway 22.5 22.5 30.80 0.3 36" Road -57- M C9 - � o Q U u Q� WO Q l` irO Q m w n. .�. co �n cr F-• f4 Q ¢ • N II 11 11 W W aHa a: N a. v) w a J° N d W U J N Q W O U �a N W P4 X U W Q CO N z 90 O H H H V) Q Cl. 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F4 r- P 0 U u U is a s+ P P a) a) U) U) U) (1) U) > 4 S., sa >) :� P v C; P O rd U ro ro ni ro rd ra >~ p ro p p ro ro rd A v a) U a) (L) • ri ro rd rd 0 rd rr-, N• rl p ;Ux r U 2 :E: I s;A a V) x >�, .w+ �r r _ II IWI IWI IHI Ico I I I L) II Q I I l0.1 I I I I I I I I I I I I I I I I � •. 11 '' Iq I I 11� A I I I { Exhibit 1& PROPOSED RIGHTS -OF -WAY PROJECT BOUNDARY HOUSING AND REDEVELOPMENT AUTHORITY OF THE CITY OF SAINT PAUL 55 EAST 55th STREET SAINT PAUL, MINNESOTA / N l 0 200 400 600' CATHEDRAL AREA URBAN RENEWAL PROJECT MINNESOTA R -25 ST. PAUL, MINNESOTA MAY 1, 1963 ma D no. 3 JACK MELTZER ASSOCIATES URBAN RENEWAL AND CITY PLANNING CONSULTANTS 53 WEST JACKSON BOULEVARD . HARRISON 7 -2150 CHICAGO 4, ILLINOIS RIGHT -OF -WAY TO BE VACATED BY LOCAL PUBLIC AGENCY RIGHT -OF -WAY TO BE VACATED BY CITY OF ST. PAUL -OF -WAY TO BE VACATED ®RIGHT BY STATE OF MINNESOTA -OF -WAY TO BE VACATED ®RIGHT IN SUBSEQUENT PROJECT RIGHT -OF -WAY TO BE ACQUIRED BY CITY OF ST PAUL _ RIGHT -OF -WAY TO BE DEDICATED ............•• FREEWAY RIGHT -OF -WAY PROJECT BOUNDARY HOUSING AND REDEVELOPMENT AUTHORITY OF THE CITY OF SAINT PAUL 55 EAST 55th STREET SAINT PAUL, MINNESOTA / N l 0 200 400 600' CATHEDRAL AREA URBAN RENEWAL PROJECT MINNESOTA R -25 ST. PAUL, MINNESOTA MAY 1, 1963 ma D no. 3 JACK MELTZER ASSOCIATES URBAN RENEWAL AND CITY PLANNING CONSULTANTS 53 WEST JACKSON BOULEVARD . HARRISON 7 -2150 CHICAGO 4, ILLINOIS