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Home My WebLink AboutORDINANCES-1969-005-O-69Forin 2a BLI 500 11-56 5-b-69 AN ORDINANCE FOR THE CONSTRUCTN OF A LOCAL IMPROVEMENT own as EVANSTON SPECIAL ASSESSMENT NO. 1310 0 BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, ILLINOIS: Section 1. That a local improvement shall be made within the City of Evanston, County of Cook and State of Illinois, the nature, character, locality and description of which is as follows, to -wit: That Harrison Street, from the east line of Crawford Avenue to the west line of Lincolnwood Drive and Lincolnwood Drive from the south line of Harrison Street as it exists west of Lincolnwood Drives to the north line of Harrison Street as it exists east of Lincolnwood Drive and the roadways of intersecting streets and alleys lying within the street lanes of said street, be improved by grading, constructing a combina- tion curb and gutter, and paving with a Waterbound Macadam Base and an Asphaltic. Concrete Surface, including the construction of a traffic diverting island adjacent to the east line of Crawford Avenue, installing necessary drainage structures and adjusting present manholes and valve vaults. Section 2. That the Recommendation of this Ordinance by the Board of Local Improvements of the City of Evanston, Illinois, and the Estimate of the cost of said improvement made by the Engineer of said Board, both hereto attached, be and the same are hereby approved and by reference thereto made a part hereof; Eighteen Section 3. That said improvement shall be made a d the cost thereo ;including the sum of Ei g Thousand, Seven Hundred Twenty-five $18,7"Dollars, being the cost of making and collecting the Assessment and all other expenses as provided by law, shall be paid for by Sped 1 t ct a �ner, le;nbly of the State of Illinois, known as the " � �tii�te i� ', approved A �st i5!� # and the Amendments thereto; Section 4. That the aggregate amount to be assessed and each individual assessment shall be divided into ............ t6n into instalingiR in the manner provided by law, and each of said installments shall bear interest at the rate of ____________________ per centum (.._______.__q) per annum from the date of the first voucher issued on account of work done upon said proposed improvement; Section 5. That for the purpose of anticipating the collection of the installments of said assessment levied against the real estate benefited thereby, bonds shall be issued6payable out of said installments, bearing interest at the rate of ............................................ per centum (.____-______%) per annum, payable annually and signed on behalf of the City of Evanston, Illinois, by its Mayor and attested by its City Clerk and its corporate seal affixed thereto; and each interest coupon attached to said bonds shall likewise be executed by and shall bear the official or facsimile signature of the same officers who signed said bonds and who, if facsimile signatures are used, do adopt by their execution of said bonds as and for their proper signatures their respective facsimile signatures appearing on said coupons; and that said bonds shall be issued in ac- cordance with and shall in all retp v jo� 8f gt Act of tfter29al A 2*111 of the # State of Illinois, known as the "R i iu a � * �� `� � I approved Arf' t 75� ,and the Amendments thereto; k. Form 2b BLI 500 11.56 James F. Moring, President Section6. That ............ .................................. . ..... . ............................................ ............................... . ................. of the Board of Local improvements of the City of Evanston, Illinois, be and ....he is hereby directed to file a Petition in the County Court of Cook County, Illinois, praying that steps may be taken to .levy a Special Assessment to pay the cost of said improvement in accordance with the provisions of this Ordinance and in the manner prescribed by law; Section 7. That all Ordinances or parts of Ordinances conflicting with this Ordinance be and the same are hereby repealed; and Section 8. That this Ordinance shall be in force and effect from and after its passage and approval according to law. Adopted by the City Council of the City of Evanston, Illinois, on the of February A. D. 19-M..... ............ ............... ,-5ebruary 24 6 . 9 City Clerk Approved .... .... .......... ....... 19 ....... . ... ... .... .... ....... ... .. ............. ..... ... Mayor P. .2 Vf > gl'\ > a. 10 L_ Form J DLI 500 I1-54 RECOMMENDATION OF. THE BOARD OF LOCAL IMPROVEMMENTS TO THE CITY COUNCIL OF THE CITY OF EVANSTON,.ILLINOIS. The Board of Local Improvements of the City of Evanston, Illinois, herewith submits the draft of an Ordinance for the making of a local improvement within the City of Evanston, County of Cook and State of Illinois, the nature, character, locality and description of which is as follows, to -wit: That Harrison Street, from the east line of Crawford Avenue to the west line of Lincolnwood Drive and Lincoln- wood Drive from the south line of Harrison Street as it exists %west of Lincolnwood Drive, to the north line of Harrison Street as it exists east of Lincolnwood Drive and the roadways of intersecting streets and alleys lying within the street lines of said street, be improved by grading, constructing a Combination curb and gutter, and paving with a ;Yaterbound ?:`acadam Base and an Asphaltic Concrete Surface, including the construction ofa traffic diverting island adjacent to the east line of Crawford Avenue, installing necessary drainage structures and adjusting present manholes and valve vaults, and as part of said Ordinance and _in conjunction therewith, said Board also herewith submits the Plans and Specifications of and an Estimate of the cost of said improvement, including the cost of engineering services, as finally determined by said Board; and said Board hereby recommends the passage of said Ordinance and the making of the improvement described therein. Approved as to form David T. Onixt Attorney for the Board of Local Improvements of the City of Evanston, Illinois. Respectfully submitted, BOARD OF LOCAL IMPROVEMENTS of the City of Evanston, Illinois. by games F- i:`oring, Presic ff "- Dean A. Porter Richard Gatti `-Ho -ra c e con t tuttng aJmalority o the members of said Board. FY r i. 0 RESOLUTION, SPECIFICATIONS, ESTIMATE AND PLANS • RESOLUTION FOR LOCAL IMPROVEMENT RESOLVED, By the Board of Local Improvements of the City of Evanston, County of Cook, State of Illinois, that a local improvement, to be paid for by special assessment in accordance with the provisions of Chapter 24, Division 2 of Article 9 of the Illinois Municipal Code effective July 1, 1961, as amended, be and the same is hereby originated to be made within said City of Evanston, as follows: ;.00 That the roadway of Harrison Street, from the east line of Crawford Avenue to the west line of Lincolnwood Drive and Lincoln- wood Drive from the south line of Harrison Street as it exists west of Lincolnwood Drive, to the north line of Harrison Street as it exists east of Lincolnwood Drive and the roadways of inter- secting streets and alleys lying within the street lines of said street, be improved by grading, constructing a Combination curb and gutter, and paving with a Waterbound Macadam Base and an Asphaltic Concrete Surface, including the construction of a traffic diverting island adjacent to the east line of Crawford Avenue, installing necessary drainage structures and adjusting present manholes and valve vaults as follows, to -wit: (The aforesaid Resolution includes the following attached Specifications, Estimate and Plans.) • • LOCATION OF ROADWAYS The center line of the roadways herein provided to be paved shall coincide with the center line of the respective streets and alleys within which said roadways are included. WIDTH OF ROADWAYS The width of the roadways herein provided to be paved shall be as follows, measured in feet from face to face of the curb hereinbefore specified and at right angles to the center lines of the respective streets and alleys as the case may be except that at intersecting streets and alleys where curbs are specified to be laid on a curve the widths shall be increased to conform to the curves. HARRISON STREET.............. 30 feet LINCOLNWOOD DRIVE...........,. 30 feet INTERSECTING STREETS......... 24 and 30 feet INTERSECTING ALLEYS.......... 10 and 15 feet 2-67 2 3,;-� GRADE OF ROADWAY AND CURB The grade of roadways herein provided to be paved, and the grade of the top of curb hereinafter specified, when finished, when completed and set in place are hereby established as follows, measured in feet and decimal parts of a foot above the datum plane of the City of Evanston, Illinois, to wit: Transverse Section of Roadway Crown Line Gutter Line Top of Curb At the east line of Crawford Avenue 40.85 40.60 41.00 At a point twenty eight (2.8) feet east of the east line of Crawford Avenue 40.70 40.20 40.70 At a point two hundred (200) feet east of the east line of Crawford Avenue 38.70 38•20 38.75 At a point two hundred Seventy (270) feet east of the east line of Crawford Avenue 37.90 37.40 37.90 At a point four hundred (400) feet east of the east line of Crawford Avenue 35.40 34.90 35.40 At a point fourteen (14) feet east of the east line of Prospect Avenue 34.95 34.70 35.20 At a point one hundred seventy nine (179) feet east of the east line of Prospect Avenue 32.55 32.30 32.80 At a point two hundred forty four (244) feet east of the east line of Prospect Avenue 32.40 31.90 32.40 At a point sixty three (63) feet east of the east line of Cowper Avenue 30.65 30.40 30.90 At a point two hundred forty one (241) feet east of the east line of Cowper Avenue 29.80 29.30 30.00 • rt At a point thirty seven (37) feet east of the east line of • Hastings Avenue 29.40 28.90 29.60 At a point one hundred forty one (141) feet east of the east line of Hastings Avenue 29,30 At a point two hundred fifty seven (257) feet east of the east line of Hastings Avenue 29,20 28.70 29.30 At a point thirty nine (39) feet east of the east line of Ridgeway Avenue 28.90 28.40 29.20 At a point one hundred fifty four (154) feet east of the east line of Ridgeway Avenue 28.70 At a point two hundred eighty nine (289) feet east of the east line of Ridgeway Avenue 28.50 28.00 28.70 At a point thirty seven (37) feet east of the east line of Lawndale Avenue 28.10 27.60 28.30 At a point one hundred fifty five (155) feet east of the • east line of Lawndale Avenue 28.00 At a point two hundred forty seven (247) feet east of the east line of Lawndale Avenue 2.8.20 27.70 28.30 At the west line of Marcy Avenue 28.25 28.00 28.30 At a point twenty five (25) feet east of the east line of Marcy Avenue 28.10 27.60 28.20 At a point one hundred fifty five (155) feet east of the east line of Marcy Avenue 28.00 At a point two hundred twenty five (225) feet east of the east line of Marcy Avenue 28.20 27.70 28.30 At a point thirty three (33) feet east of the east line of Central Park Avenue 28-70 28.20 27.50 • At a point eighty three (83) feet east of the east line of Central Park Avenue 28-05 27.80 28.15 At a point one hundred eighty three (183) feet east of the east line of Central Park Avenue 27.90 27.40 28.00 At a point two hundred eighty three (283) feet east of the east line of Central Park Avenue 28.05 27.80 S 28.10 S At the Center line of Hurd Avenue 28.05 N At a point thirty one (31) feet east of the east line of Hurd Avenue 27.90 27.40 28.10 LINCOLNWOOD DRIVE Transverse Section of Roadway Crown Line Gutter Line Top of Curb At a point one hundred twenty nine (129) feet south of the • south line of Harrison Street as it exists east of Lincoln- wood Drive 27.70 27.20 27.85 At the south line of Harrison Street as it exists east of Lincolnwood Drive 27.95 27.70 W 28.00 W At a point eleven (11) feet north of the south line of Harrison Street as it exists east of Lincolnwood Drive 28.05 27.80 E 28.00 E At the Center line of Harrison Street as it exists east of Lincolnwood Drive 27.60 W 28.00 W At the north line of Harrison Street as it exists east of Lincolnwood Drive 28.05 27.60 E 28.00 27.80 W '3 STREET PAVING The grade of the crown line, gutter line and top of curb at inter- mediate points shall be respectively proportional to the foregoing grades. The crown line hereinbefore mentioned shall be identical with the center line of the respective roadways when completed. The gutter line hereinbefore mentioned shall be identical with the line where the surface of the roadway, when completed, touches the face of the curbing on both sides of the respective roadways. The surface of the roadways herein provided to be paved when com- pleted, shall conform to the arc of a parabola passing through the re- spective crown and gutter lines and shall be true and symmetrical. GENERAL The improvement herein provided to be constructed shall be con- structed in accordance with the 49Standard Specifications for Road and Bridge Construction47 prepared by the Department of Public Works and Buildings of the State of Illinois and adopted by said Department August 1, 1968, and Revisions and Additions thereto, together with the following Special Provisions. In case of conflict between said specifica- tions and these Special Provisions, said Special Provisions shall take precedence and shall govern. Said specifications are on file and may be inspected at the office of the Public Works Director, Municipal Building, Evanston, Illinois. The following terms appearing in said specifications shall be interpreted as follows: • ilState" shall mean "City of Evanston". "Department of Public Works and Buildings" shall mean 44Department of Public Works" of the City of Evanston. 94Engineer" shall mean "City Engineerl' of Evanston. EXAMINATION OF SITE OF WORK: The bidder shall, before submitting his bid, carefully examine the specifications and proposal. He shall inspect in detail the site of the proposed work and familiarize him- self with all the local conditions affecting the contract and the de- tailed requirements of construction. If his bid is accepted, he will be responsible for all errors in his proposal resulting from his failure or neglect to comply with these instructions. PROPOSAL GUARANTY: Each proposal shall be accompanied by a certi- fied check on a responsible bank in the amount of ten per cent (10%) of the gross sum shown in the proposal. The certified checks of the un- successful bidders shall be returned upon the award of contract. The certified check of the successful bidder shall be retained only until his bonds are approved and the contract signed. i WORKMEN'S COMPENSATION AND PUBLIC LIABILITY: The successful bid- der at the time of execution of the contract, shall furnish evidence of an Illinois Workmen's Compensation Policy, and shall also be required to carry full liability insurance protecting the City of Evanston against all claims for accidents to workmen, other persons or property. PERFORMANCE BOND: Within ten days after receiving notice of the award the successful bidder shall execute in quadruplicate, a contract with the City of Evanston for the complete performance of all work there- in specified and shall furnish a surety bond satisfactory in form to the Corporation Counsel, in the penal sum equal to one-third (1/3) of the estimated aggregate amount of the contract. The condition of said bond shall be that the bidder will faithfully keep and perform all the cove- nants and agreements in the manner set forth in the contract. Said bond shall be executed by the bidder as principal and by a reliable surety company or surety. The surety company shall be duly authorized by law to execute and deliver such bond in the State of Illinois and shall be acceptable to the City of Evanston. Said bond shall be held in the cus- tody of the Public Works Director. MAINTENANCE BOND: The Contractor will be required to furnish a maintenance bond to the City of Evanston, in a sum equal to one-third (1/3) of the contract price, guaranteeing improvemenL against all de- fects arising from poor material or poor workmanship for a period of two (2) years from the date of acceptance and completion thereof. SPECIAL EXCAVATION: Prior to laying down the pavement thereon, the streets herein specified to be paved shall be cleaned in a thorough and workmanlike manner of all debris and rubbish such as deteriorated pave- ments, crossings, box drains, culverts, trees, stumps, etc. Excavation shall be done in accordance with the requirements of Section 205 of the • ITStandard Specifications.'? Excavated material shall be hauled by the Contractor, to, and dumped at, locations within the City of Evanston to be designated by the Engineer. PREPARATION OF SUBGRADE: The subgrade shall be constructed so as to have as nearly as practicable, a uniform density throughout its entire width. Compression of the subgrade material shall be accomplished by successive operations of a self-propelled three -wheel general purpose roller weighing not less than 5 nor more than 10 tons. Portions of the subgrade inaccessible to the roller shall be wetted and tamped solidly with a hand tamp weighing not less than twenty (20) pounds and having a tamping face not larger than 6 inches by 6 inches. The rolling shall ex- tend at least 12 inches beyond each edge of the proposed pavement. All objectionable material shall be entirely removed and the space refilled with sandy soil. Any depressions that appear during the rolling shall be filled with sandy soil and rolled until the whole shall be uniformly compact and firm. - 2 - 1-69 1 .. ;_1 3 Rolling shall continue until the subgrade is uniformly compacted and brought to a true shape. Where the soil in the roadway consists of sand or sandy soil incapable of compaction by rolling or tamping, said compaction shall be accomplished by thoroughly flooding the subgrade. After being prepared in the above manner the subgrade shall be so main- tained until the pavement has been placed thereon. No base course or curb shall be placed until the subgrade has been approved by the Engineer. CHECKING AND ACCEPTANCE: Immediately before the pavement is laid, the subgrade shall be checked by means of an approved template, shaped on the under side to conform to the lower surface of the finished pave- ment, or by a method of testing approved by the Board of Local Improve- ments. All high places shall be removed to true grade and any low places filled with sandy soil and rolled or hand tamped until smooth and firm. The subgrade shall be checked and completed in accordance with these re- quirements, for a distance of not less than one hundred (100) feet in advance of the pavement. If hauling over the subgrade after it has been finished and checked as specified results in ruts or other such objection- able irregularities, the contractor shall reroll or hand tamp the sub - grade and place it in smooth and satisfactory condition before the pave- ment is deposited upon it. If the condition of the subgrade is such that it cannot be placed in satisfactory condition to receive the pavement, paving shall be stopped by the Engineer unless the contractor provides and hauls over suitable trackways or uses other means for the protection and maintenance of the subgrade. The cost of subgrade preparation and all excavation and replacement required by these specifications shall be included in the unit price bid for Special Excavation. SEWER CONNECTIONS: All existing connections to the present sewer shall be protected against damage during the construction of this proposed improvement. Any connections damaged shall be repaired immediately by the Contractor at his own expense. • TRENCH BACKFILL: This item shall consist of furnishing sand or stone screenings from beyond the limits of this improvement, placing it where directed by the Engineer and puddling same with water until settle- ment is complete. It shall be used for backfilling trenches, between new retaining walls and existing foundation walls, building foundations, water main excavations and any other cavity which may occur in the area of this improvement or where the inner edge of a trench is within two feet of the edge of this improvement. CONCRETE CURB AND COMBINATION CONCRETE CURB AND GUTTER: Along both sides of each roadway herein provided to be improved there shall be con- structed a Concrete Curb or Combination Concrete Curb and Gutter. Said curb or curb and gutter shall be built on the rolled or prepared sub - grade prior to placing the base course and pavement and shall be con- structed as shown on plans and in accordance with the provisions of Section 616 of the "Standard Specifications44 insofar as the same may apply. BASIS OF PAYMENT: This work will be paid for at the contract unit prices bid per lineal foot for Concrete Curb or Combination Concrete Curb and Gutter, measured in place, which prices will be payment in full for all labor, equipment and materials, including cement. - 3 - 1-69 2 3 3- PORTLAND CEMENT CONCRETE SIDEWALKS: The quantity of Portland Cement Concrete sidewalks shown in the proposal or in the summary of quantities is approximate. A portion of the sidewalk which may be re- moved and of the sidewalk which may be constructed in this proposed im- provement is shown on the plan sheet. Thickness of Portland Cement Con- crete Sidewalk shall be five (5) inches unless otherwise specified. The removal of the portions of existing sidewalks to a distance of more than one (1) foot from the locations of the back of the proposed curb shall not be performed until such a time as the contractor is pre- pared and ready to proceed with the reconstruction of the sidewalk. Pre- sent sidewalk which is to remain in place shall be trimmed to a neat line wherever it is necessary to remove only a portion of the present walk. Any walk damaged or removed without authorization by the Engineer shall be replaced by the Contractor at his own expense. Premoulded Bituminous expansion joint filler one-half (1) inch in thickness of material herein described, shall be placed around fixed structures in sidewalk and three-quarter (3/4) inch joint filler shall be placed at approximately fifty (50) foot intervals or where directed by the Engineer. Furnishing and installing this material shall be inciden- tal to construction of Portland Cement Concrete Sidewalk. The cost of the above work, all material, removal of present pavement or sidewalk, all excavation, disposal and backfill necessary for the con- struction of the new sidewalk shall to included in the contract unit price per square foot for PORTLAND CEMENT CONCRETE SIDEWALK. PARKWAYS AND TOP SOIL: Unless otherwise shown on plans, the parkway between the curb and sidewalk shall be disturbed or injured as little as possible during construction. Trees and shrubbery which are to re- main in place shall be protected from injury. The portion excavated during the building of curb and such other areas as may be designated by the Engineer, shall be covered by a four (4) inch layer of top soil, which shall be placed in accordance with Section 216 of the "Standard Specifications" and seeded with a seeding mixture designated by the Engineer and specified under Table I of Section 642.07 of the "Standard Specifications." All excavated materials, rubbish and debris of all description shall be removed from the parkway for the entire length of the improvement. Quantities of excavation necessary for the proper grading of parkways have been included in the item of "Special Excavation," and will be paid for at the contract unit price per cubic yard of "Special Excavation.44 Top soil shall be paid for at the contract unit price per cubic yard, which price shall be payment in full for furnishing and placing, for seed- ing and for cleaning the parkway as specified above. All top soil furnished by the Contractor shall be measured in trucks at point of delivery by the Engineer in charge, and will be paid for from measurements so determined. 1-69 23a When no payment item is included in the Contract for furnishing and placing "Top Soil„ or for 'PParkway Grading, the area in back of the curbs shall be filled to the top of the curb with suitable excavated material from within the confines of the proposed improvement and the parkway graded to a point three feet from the curb. This work will not be paid for separately but shall be considered as incidental to the item of ,-Special Excavation.' WATERBOUND MACADAM BASE COURSE: On the prepared subgrade, a layer of limestone screenings shall be spread uniformly in an amount not less than SO pounds per square yard. Upon the layer of stone screenings, a Waterbound Macadam Base Course shall be constructed in accordance with the provisions of Section 302 of the "Standard Specifications-" The compacted thickness of the base course including the bottom layer of stone screenings shall be not less than the thickness shown on the typical sections. BASIS OF PAYMENT: This work will be paid for at the contract unit price per square yard of Waterbound Macadam Base Course which price shall be payment in full for all labor, materials and equipment necessary for the complete construction of the base course including the bottom layer of stone screenings. PRIME COAT: Prior to placing the bituminous mixture the entire sur- face shall be primed with Asphalt: MC-30 at the rate of 0.25 to 0.50 gallon per square yard. The prime coat shall be applied with a pressure distributor conforming to Section 403.09 of the "Standard Specifications.', A hand spray bar shall be used to apply bituminous material necessary to touch up all spots un- avoidably missed by the distributor. Care shall be used to prevent the application of the prime coat on adjoining pavement, gutters, covers, or structures. Adequate protection shall be provided by shields, covers, or other suitable means. Surfaces of adjoining structures, gutters, or curbs upon which the prime coat has been applied shall be cleaned by the Con- tractor as directed by the Engineer. The prime coat shall, wherever possible, be applied before noon and shall be protected during the curing period. Where the road is closed to through traffi:: at least one lane shall not be primed until the prime coat on the adjacent pavement has cured so that it will not pick up under local traffic. When the road is open to traffic, the prime coat shall not be placed more than 7 days in advance of the binder course construction, or the sur- face course in the case of single course construction, unless otherwise directed by the Engineer. - 5 - 1-69 4 r Where a two lane road is open to traffic, the pavement shall be primed one lane at a time. The prime coat shall not beapplied on the adjacent lane until the following day. The work shall be performed in such a manner that a minimum amount of interference will be caused to traffic. Where a four lane road is open to traffic, two lanes shall be primed as directed by the Engineer. The work shall be performed in such a manner that a minimum amount of interference will be caused to traffic. METHOD OF MEASUREMENT FOR PRIME COAT: Measurement of the volume of asphalt used in the prime coat shall be based on the volume of 60° F. Volumes at high or lower temperatures shall be corrected to a volume at 600 F. This correction shall be made by using a coefficient of expansion of 0.00035 per degree F. BASIS OF PAYMENT: This work will be paid for at the contract unit price bid per gallon for Bituminous Materials (Prime Coat) measured as specified herein, which price shall be payment in full for all labor, ma- terials and equipment necessary for the application of the Prime Coat. BITUMINOUS CONCRETE BINDER AND SURFACE COURSES: Bituminous Concrete Binder and Surface Courses shall be constructed in accordance with the provisions of the "Specifications for Bituminous Concrete Binder and Sur- face Course, Class Ilt of the Department of Public Works and Buildings, effective August 1, 1968, and shall have a minimum compacted finished thickness as shown on typical sections. BASIS OF PAYMENT: This work will be paid for at the contract unit prices bid per ton for "Bituminous Concrete Binder Course, Class I', and "Bituminous Concrete Surface Course, Class I", which prices shall be payment in full for all labor, materials and equipment necessary for constructing the work complete in place. Payment will not be made for quantities of binder and surface course mixtures in excess of 103 percent of the amounts specified by the Engineer and payment being made in accordance with the provisions of Section 406.22 of the "Standard Specifications." TREES REMOVED AND DISPOSED OF: All trees six (6) inches in diameter or over (measured 2 feet above the base at the ground line) designated to be removed for the construction of the proposed improvement, by the Engineer in charge, shall be paid for at the unit price for the diameter inches of trees to be removed and disposed of. This unit price shall in- clude the filling of holes, left by the tree removal, with suitable ma- terial, to the elevation of the new subgrade. The cost of removal of all bushes, hedges or trees less than six (6) inches in diameter designated to be removed by the Engineer in charge, shall be included in the price bid per cubic yard of "Special Excavation" and no extra compensation will be allowed for such work. All trees, including stumps and branches, bushes and hedges removed under this contract shall be disposed of by the Contractor, outside of the City Limits of Evanston. - 6 - 1-69 STORM SEWERS For the purpose of carrying off storm waters from the surface of the pavement herein provided to be constructed, storm sewers of clay sewer pipe or concrete sewer pipe shall be laid as hereinafter specified. • Said sewers shall be laid in open trenches in the ground in such manner as to conform to the elevations, lines and grades hereinafter specified in accordance with the requirements of Section 603 of the "Standard Specifications," and shall be designated as Storm Sewers, Type 2. The pipe used in the construction of said sewers shall be of the type known as P4Bell and Spigot" having an internal diameter of S -- 10 *- 12 inches. Where required for connections from catch basins or manhole - catch basins, 811 '=Y?f branch shall be furnished and set in said sewer. The material excavated shall be kept compactly along the sides of the trenches and shall be backfilled as soon as practicable in order to occasion the least possible inconvenience to the public in the use of the street or alley as the case may be, but prior to said backfilling and immediately after the laying of the pipes, bank sand shall be carefully packed under, around and over the pipes in such manner as to compactly fill the trenches to a depth of twelve (12) inches above the top of the pipes. Where material excavated is not such as can be readily compacted in said trenches, same shall be replaced with bank sand, as directed by the Engineer. The open and unconnected ends of said sewers shall each be securely closed with a salt glazed, vitrified tile disc and sealed in the manner specified for joints between pipes. BASIS OF PAYMENT: This work will be paid for at the contract unit . price per lineal foot for Storm Sewer, Type 2, of the diameters specified, measured in place, which prices will be payment in full for all trench excavation, backfilling with excavated material or bank sand, and for all labor, materials and equipment, including '?Y41 branches, to complete the installation of the sewer, in place, including connections to existing sewers. Said sewer or sewers as the case may be, shall be laid as follows, to -wit: 1-69 1-, 4 92 Eight (8) inch sewer shall be used for all catchbasin connections. Ten (10) inch sewer shall be laid between the north and south lines of Harrison Street along the center lines extended of the public alleys east of Crawford Avenue and connected to the manhole to be constructed in the center line of Harrison Street. Ten (10) inch sewer shall be laid between the center and the south lines of Harrison Street along the center line extended north of the public alley west of Prospect Avenue and connected to the manhole to be constructed in the center line of Harrison Street. Ten (10) inch sewer shall be laid between the center line and the north lines of Harrison Street along the center line extended south of the public alley east of Prospect Avenue and connected to the manhole to be constructed in the center line of Harrison Street. Ten (10) inch sewer shall be laid between the center line and the south lines of Harrison Street along the center line extended north of the public alley east of Hastings Avenue and connected to the manhole to be constructed in the center line of Harrison Street. Ten (10) inch sewer shall be laid between the north and south lines of Harrison Street along the center lines extended of the public alleys east of Marcy Avenue and connected to the manhole to be con- structed in the center line of Harrison Street. Ten (10) inch sewer shall be laid between the center and the north lines of Harrison Street along the center line extended south of the public alley east of Central Park Avenue and connected to the • manhole to be constructed in the center line of Harrison Street. Ten (10) inch sewer shall be laid between the center and the south lines of Harrison Street along the center line extended north of the public alley west of Hurd Avenue. Twelve (12) inch sewer beginning at the manhole in the center line of Central Park Avenue on the south line extended across Central Park Avenue thence in a northeasterly direction to the manhole to be constructed in the center line of Harrison Street on the east property line of Central Park Avenue extended across Harrison Street, and ex- tending there from a distance of five hundred seventy-one (571) feet along the center line of Harrison Street and the center line of the pavement as proposed in Lincolnwood Drive north of Harrison Street as it exists west of Lincolnwood Drive. At the aforesaid point of beginning the elevation of the inside bottom of said sewer shall be seventeen and ninety hundredths (17.90) feet above the datum plane of the City of Evanston and shall rise at a uniform rate to an elevation of twenty one (21) feet above said datum at its terminus. Street Paving M A N H O L E S Manholes shall be built of hard burned sewer brick, or concrete so block upon the sewer hereinbefore provided to be constructed and shall be located at points hereinafter specified. Said manholes shall be cylindrical in shape having an internal diameter of forty-eight (48) inches at the upper surface of the base and upward to a point thirty (30) inches below the top of masonry, and shall then be uniformly drawn in to twenty-four (24) inches in inter- nal diameter at the top of the masonry, to fit the iron frame herein- after specified to be furnished and set on the walls of said manhole. The walls of said manhole shall rest upon the base thereof without offsetting and shall be eight (8) inches thick, for brick, and five (5) inches thick for concrete block. The brick or block used in the con- struction of said manhole shall be laid in a mortar composed by volume of one (1) part of Portland Cement and two (2) parts of clean sharp sand mixed with sufficient clean water to give proper plasticity. The masonry joints shall be neatly pointed and made secure against leakage. The base of said manhole shall begin at a point five (5) inches below the outside bottom of the sewer hereinbefore specified and shall extend upward to said outside bottom and along the sides of said sewer to a point midway between the top and bottom of said sewer. Said base shall be circular in form, and the diameter shall be such that the walls of the manhole shall rest entirely on the base and shall be constructed of Class X concrete conforming to the requirements of Section 504.08 of the "Standard Specifications." That portion of the upper half of the sewer included in said manhole shall be neatly removed, leaving the lower half thereof to form the invert of the manhole. isSaid manhole shall be equipped and fitted with a circular cast iron frame, closed lid, of the type hereinafter specified. BASIS OF PAYMENT: This work will be paid for at the contract unit price for "Manholes with Cast Iron Frame and Closed Lid," which price will be payment in full for all excavation, for backfilling with ex- cavated material or with bank sand, and for all labor, equipment and material, including cast iron frame and lid, to complete the installation of manholes. Said manholes herein provided to be constructed, referring to the vertical axis thereof, shall be located as follows: 1-69 One (1) in the center line of Harrison Street and the center line of the alley located east of Crawford Avenue extended south. • One (1) in the center line of Harrison Street and the center line of the alley located west of Prospect Avenue extended north. One'(1) in the center line of Harrison Street and the center line of the alley located east of Prospect Avenue extended south. One (1) in the center line of Harrison Street and the center line of the alley located east of Hastings Avenue extended north. One (1) in the center line of Harrison Street and the center line of the alleys located east of Marcy Avenue extended across Harrison Street. One (1) in the center line of Harrison Street on the east property line of Central Park Avenue extended across Harrison Street. One (1) in the center line of Harrison Street and the center line of the alley located east of Central Park Avenue extended south. One'(1) in the center line of Harrison Street and the center line of the alley located west of Hurd Avenue extended north. One (1) in the center line of the proposed paving as it will be constructed in Lincolnwood Drive and a point two hundred seventy—eight (278) feet measured along the center line of the proposed paving east of the manhole to be constructed in the center line of the alley located west of Hurd Avenue extended north. • One (1) in the center line of the proposed paving as it will be constructed in Lincolnwood Drive north of Harrison Street as it exists west of Lincolnwood Drive and a point three hundred fifty one (351) feet measured along the center line of the proposed paving east of the manhole to be constructed in the center line of the alley located west of Hurd Avenue extended north. •2 4 Street Paving CATCHBASINS Catchbasins shall be constructed of hard burned sewer brick or . concrete block. Said catchbasins shall be cylindrical in shape having an internal diameter of forty-eight (48) inches at the bottom and up- ward to a point thirty (30) inches below the top of masonry, and shall then be uniformly drawn in to twenty-four (24) inches at the top of the masonry, to fit the iron cover hereinafter specified to be furnished and set on the walls of said catchbasins. Said catchbasins shall have walls eight (8) inches thick, for brick, and five (5) inches thick for concrete block. The brick or block used in the construction of said catchbasins shall be laid in a mortar composed by volume of one (1) part of Portland Cement and two (2) parts of clean, sharp sand mixed with sufficient clean water to give proper plasticity. The masonry joints shall be neatllg pointed and made secure against leakage. Said catchbasins shall rest on a concrete bottom, six (6) inches in thickness, composed of Class X concrete conforming to the requirements of Section 504.08 of the ?'Standard Specifications,?' or precast reinforced concrete slabs not less than twelve (12) inches in width and,four_(.4).inches in thickness. The said bottom shall be circular in form and the diameter shall be such that the walls of the catchbasin shall rest entirely on the base and have its upper side placed seven (7) feet two (2) inches below the top of the walls of said catchbasins. Said catchbasins shall be connected with the sewer now existing or herein provided to be constructed, as the case may be, in and along the center line of said street. Said catchbasins shall be connected with the sewer aforesaid by means of clay or concrete sewer pipe, having an internal diameter of eight (8) inches. • Said catchbasin connection shall start in an eight (8) inch "Y" branch of the quality and laid in the manner required for storm sewers which ??Y?? branch shall be set in said sewer at a point eight (8) feet in advance of the vertical axis of the catchbasin measured along and in the down stream direction of the sewers. The pipe shall be laid true to line and grade and the connection shall enter the catchbasin through the wall thereof at a point three (3) feet six (6) inches above the top of the bottom of said catchbasin. The pipe entering the catch - basin through the wall thereof, shall be a half -trap of eight (8) inch internal diameter. Cost of furnishing and installing said half -trap shall be included in contract unit price for ?'catchbasins.?' Method of laying pipe and backfilling same shall comply with requirements for "Sewers.? Said catchbasins shall be equipped and fitted with a circular, cast iron frame, open lid, of the type hereinafter specified. 1-69 Cartchbasins - Street Pavinq BASIS OF PAYMENT: This work will be paid for at the contract unit price for P4Catchbasins with case iron frame, open lidos and for Storm Sewers Type 2, 811 diam.", which prices will be payment in full for all excavation, for backfilling with excavated material or with bank sand, and for all labor, equipment and materials, including cast iron frame and lid, to complete the installation of catchbasins and connections to sewer. Said catchbasins herein provided to be constructed, referring to the vertical axis thereof, shall be located as follows: Four (4) at points two hundred (200) feet and four hundred (400) feet east of the east line of Crawford Avenue and fourteen (14) feet north and south of the center line of Harrison Street. Two (2) at points two hundred and forty-four (244) feet east of the east line of Prospect Avenue and fourteen (14) feet north and south of the center line of Harrison Street. Two (2) at points two hundred forty-one (241) feet east of the east line of Cowper Avenue and fourteen (14) feet north and south of the center line of Harrison Street. Two (2) at points thirty seven (37) feet east of the east line of Hastings Avenue and fourteen (14) feet north and south of the center line of Harrison Street. Two (2) at points two hundred fifty-seven (257) feet east of the east line of Hastings Avenue and fourteen (14) feet north and south of the center line of Harrison Street. Two (2) at points thirty-nine (39) feet east of the east line • of Ridgeway Avenue and fourteen (14) feet north and south of the center line of Harrison Street. Two (2) at points two hundred eighty-nine (289) feet east of the east line of Ridgeway Avenue and fourteen (14) feet north and south of the center line of Harrison Street. Two (2) at points thirty-seven (37) feet east of the east line of Lawndale Avenue and fourteen (14) feet north and south of the center line of Harrison Street. Two (2) at points two hundred forty-seven (247) feet east of the east line of Lawndale Avenue and fourteen (14) feet north and south of the center line of Harrison Street. Two (2) at points twenty-five of Marcy Avenue and fourteen (14) line of Harrison Street. (25) feet east of the east line feet north and south of the center Two (2) at points two hundred twenty-five (225) feet east of the east line of Marcy Avenue and fourteen (14) feet north and south of the center line of Harrison Street. Two (2) at points thirty-three (33) feet east of the east line of Central Park Avenue and fourteen (14) feet north and south of the center line of Harrison Street. Two (2) at points one hundred eighty-three (183) feet east of the east line of Central Park Avenue and fourteen (14) feet north and south of the center line of Harrison Street. One (1) at a point thirty-one (31) feet east of the east line of Hurd Avenue, fourteen (14) feet south of the center line of Harrison Street. One (1) in the center line of the east and west sixteen (16) foot public alley south of Harrison Street as it exists east of Lincoln- wood Drive, forty (40) feet west of the east line of Lincolnwood Drive. Two (2)at a point one hundred twenty-nine (129) feet south of the south line of Harrison Street as it exists east of Lincolnwood Drive, fourteen (14) feet easterly and westerly of the center line of the proposed paving as it will be constructed in Lincolnwood Drive north of Harrison Street as it exists west of Lincolnwood Drive. Two (2) at points two feet east of the east line of Lincolnwood Drive extended across Harrison Street twelve (12) feet north and south of the center line of the Harrison Street paving as it exists east of Lincolnwood Drive. One (1) at a point on the center line of Harrison Street as it exists east of and extended across Lincolnwood Drive, fourteen (14) feet west of the center line of the proposed paving as it will be constructed in Lincolnwood Drive north of Harrison Street as it exists west of Lincolnwood Drive. 4� 2 4:3 CAST IRON FRAMES AND LIDS The Cast Iron Frames and Lids to be furnished with the catch basins or manholes to be constructed under this contract shall be Gray Iron Castings conforming to the Specifications for Gray Iron Castings, A.S.T.M. Designation:.A 48, Class 20, and shall conform to the following requirements: . TYPE-1 FRAME: For all paving surfaces, other than concrete, r catch basins or manholes shall be equipped and fitted with a circu- lar cast iron frame, hereinafter referred to as a Type-1 Frame, and a tight fitting open or closed lid. Said circular frame shall weigh three hundred ninety (390) pounds, be of one piece construction, be nine (9) inches high and have an internal diameter of twenty-four (24) inches at the base and twenty-three (23) inches at the top there- of. The edges of the frame and lid, where same adjoin each other when in place, shall be machine turned in such manner as to leave said edges smooth and be so shaped that said lid shall tightly fit into said frame so as to permit no play between them. Said frame herein provided to be furnished and set, shall rest on the walls of the catch basin or manhole and shall be imbedded in a mortar of the quality herein required for walls in said catch basin or manhole. TYPE-5 FRAME: For concrete pavements, catch basins or manholes shall be equipped with a circular cast iron frame, hereinafter re- ferred to as a Type-5 Frame, and a tight fitting open or closed lid. Said circular frame shall weigh two hundred seventy (270) pounds, be of two piece construction, be fifteen (15) inches high and have an internal diameter of twenty-five (25) inches at the base and twenty-three (23) inches at the top thereof. The edges of the frame and lid, where same adjoin each other when in place, shall be machine turned in such manner as to leave said edges smooth and be so shaped that said lid shall tightly fit into said frame so as to permit no play between thin. Said frame herein provided to be furnished and set, shall rest on the walls of the catch basin or manhole and shall be imbedded in a mortar of the quality herein required for walls in said catch basin or manhole. OPEN LID: The open lid shall contain forty (40) perforations of substantially similar size and shape and weigh one hundred twenty (120) pounds. The total area of said perforations shall be forty three per cent (43%) of the total area of said lid. CLOSED LID: The closed lid shall weigh one hundred fifty (150) pounds. BASIS OF PAYMENT: No payment will be made for this item where it is included in the cost of the structure to which it pertains. Where this item is not included in the cost of the structure, it will be paid for at the contract unit price each for Cast Iron Frames with Open or Closed Lids. Cost of installing said frames and lids shall be included in price bid for adjustment or reconstruction of catch basins, manholes or valve vaults upon which they are to be placed. 7-65 ELECTRIC CABLE IN TRENCH 1500 VOLT PARKWAY l/C ##6: At locations directed by the Engineer l/C #6 1500 Volt Type USE Parkway Cable is to be spliced to existing l/C #6 1500 Volt Lead and Jute Sheathed Parkway Cable in connection with relocation of the existing lighting system. The cable shall conform to the requirements for Electric Cable of the "Standard Specifications for Traffic Signals" adopted by the Illinois Department of Public Works and Buildings, March 1, 1968. The length of cable furnished and installed in the work under this item shall be measured as the length of cable in trench plus length of cable in conduit (if any) multiplied by the number of cables plus two (2) feet slack outside of street light foundations plus two (2) feet of slack at each end of conduits. This work will be paid for at the contract unit price per lineal foot for "Electric Cable in Trench 1500 Volt Parkway 1/C #61, which price shall be payment in full for furnishing, installing cable, labor, materials, equipment, tools and incidentals necessary to complete the work as specified. PARKWAY CABLE SPLICE: This item shall consist of furnishing all labor and material for splicing existing No. 6 Solid l/C R.L.J. 1500 Volt Parkway Cable and 1500 Volt Type USE Parkway Cable at points shown on plan or where directed by the Engineer. Splices shall be substantially as shown on the plans and shall be made in a neat workmanlike manner and shall be inspected by the Engineer before backfilling. This item shall be paid for at the contract unit price for each "Parkway Cable Splice" which price shall be payment in full for all labor, materials, equipment, tools and incidentals necessary to com- plete the work herein specified. This does not include splices necessary due to damage to the cable by the Contractor or sub - Contractor. Excavation required for making splices shall be paid for at the contract unit price for "Trench and Backfill" and shall not be con- sidered part of the work to be performed under this pay item. - 1 - 1-69 G. S. CONDUIT IN TRENCH: ` This item shall consist of furnishing and installing galvanized steel conduit of sizes specified in trench where directed by the Engineer. Conduit shall conform to the requirements of Section 61 of the 94Standard Specifications for Traffic Signals" adopted March 1, 1968 by the State of Illinois Department of Public Works and Buildings, Division of Highways. This work will be paid for at the contract unit price per lineal foot for ItG.S. Conduit in Trench,a' which price shall be payment in full for furnishing and installing the conduit, couplings and all labor, materials, equipment, tools and incidentals necessary to com- plete the work herein specified. Necessary trenching will be paid for separately. 3 SPLIT FIBER CONDUIT IN TRENCH: Where existing rigid steel conduit crosses pavements and it is found necessary to extend same due to curb radii improvements, a raceway for cable or cables inside such conduits shall be formed by the installation of 31' Fiber Duct sawed in two sections. Fiber Duct shall be clamped around existing end of steel conduit and cable or cables and shall terminate at a point not less than one foot beyond back of proposed curb location. Ends of duct shall extend over exist- ing steel conduit not less than 12 inches. Split Fiber Duct shall be clamped with stainless steel banding placed not less than three feet apart. Banding shall be installed with enough pressure to hold the two halves of Fiber Duct together without spreading. Specified Fiber Duct shall meet all the require- ments of Section 61.3, Type II of the "Standard Specifications for Traffic Signalsf' adopted March 1, 1968. RELOCATE EXISTING STREET LIGHT STANDARD: This item shall consist of relocating and resetting existing ornamental street light standard, including concrete base, cutting and reconnecting to existing circuit cable at location shown on plans. This work shall be paid for at the contract unit price for 14Relocate Existing Street Light Standard," which price shall include payment for all excavation necessary to remove existing base and to relocate base including necessary lead to lead splices, back - filling including sand or stone screenings, and disposal of surplus materials. - 2 - 1-69 All trenching other than that excavation necessary to remove and relocate existing bases, will be paid for separately. MOVING STREET LIGHT CABLE: At locations directed by the Engineer existing No. 6 solid l/C R.L.J. 1500 Volt parkway cable shall be located, carefully exposed by trenching and relocated intact without splices in a previously prepared trench. However, if in the opinion of the Engineer there is excess slack cable due to moving same, excess cable shall be cut out and cable spliced, for which Contractor shall be paid for "Parkway Cable Splice". This item shall be paid for at the contract unit price per lineal foot for "Moving Street Light Cable" which shall be payment in full for removing each existing cable from existing location and laying in prepared trench. Trenching for exposing cable and trench for new location of cable shall be paid for separately. TRENCH AND BACKFILL: This item shall consist of excavating trenches for the purpose of placing of electric caLle or electric conduit only, at locations shown on the plans or as directed by the Engineer. The trench in which cable is to be placed shall be cut to a depth of not less than two (2) feet and of sufficient width to permit easy placing of cable or conduit. All trenches shall be backfilled as soon as possible after installation of cable or conduit. Cinders, rocks, broken concrete or other deleterious materials will not be permitted in the back - fill material. All trenches under proposed pavement or sidewalk shall be backfilled with sand or stone screenings to the grade of the pro- posed subgrade. The cost of this backfill will not be paid for , separately but shall be merged with the unit price bid per lineal foot of "Trench and Backfill ". This item will be paid for at the contract unit price per lineal foot for "Trench and Backfill", which price shall be payment in full for all excavation, and backfilling with sand or stone screenings where necessary, furnishing and placing all backfill material and the disposal of surplus excavation and replacing damaged landscaping to original condition where directed by the Engineer. This price shall include all labor, materials, equipment, tools and incidentals necessary to complete the work as shown on plans or directed by the Engineer. - 3 - • And that the estimate of the cost thereof including labor, materials and all other lawful expenses attending the proceedings for making said improvement and the cost of making and collecting the assessment therefor as provided by law, and as made by the Engineer of the Board, amounting in the aggregate to $205,982.30 and itemized as follows: ESTIMATE OF ENGINEER OF BOARD OF LOCAL IMPROVEMENTS To the Board of Local Improvements of the City of Evanston: Pursuant to a Resolution of the Board of Local Improvements of the City of Evanston, heretofore adopted, providing that Harrison Street, from the east line of Crawford Avenue to the west line of Lincolnwood Drive and Lincolnwood Drive from the south line of Harrison Street as it exists west of Lincolnwood Drive, to the north line of Harrison Street as it exists east of Lincolnwood Drive and the roadways of intersecting streets and alleys lying within the street lines of said street, be improved by grading, constructing a Combination curb and gutter, and paving with a Waterbound Macadam Base and an Asphaltic Concrete Surface, including the construction of a traffic diverting island adjacent to , the east line of Crawford Avenue, installing necessary drainage structures and adjusting present manholes and valve vaults. Said improvement to be constructed in detail as specified in aforesaid Resolution. The estimated cost of said improvement as made by the Engineer of the Board of Local Improvements of the City of Evanston, is as follows: 5793 cu. yds. of Special Excavation @$ 4.50 $ 26,068.50 12323 sq. yds. of Waterbound Macadam Base Course - 841 @ 3.50 43,130.50 92 sq. yds. of Portland Cement Concrete Pavement - 871 thick, laid in place @ 10.00 920.00 5404 sq. ft. of Portland Cement Concrete Sidewalk - 5" @ .85 4,593.40 170 sq. yds. of Portland Cement Concrete Driveway - 61v @ 8.00 1,360.00 7868 lin. ft. of Combination Concrete Curb & Gutter Type-B 6.12 Modified @ 4.00 31,472.00 100 sq. ft. of Concrete Median, Type C-4 @ 3.50 350.00 61 lin. ft. of Concrete Curb Type-B @ 3.50 213.50 60 lin. ft. of Storm Sewer Type-1, 811 diam. @ 8.00 480.00 694 lin. ft. of Storm Sewer Type-2, 1211 diam. @ 10.00 6,940.00 310 lin. ft. of Storm Sewer Type-2, 100t diam. @ 9.00 2,790.00 871 lin. ft. of Storm Sewer Type-2, 8'1 diam. @ 7.00 6,097.00 35 each Catch Basins with cast iron frame, Open lid, complete in place @ 350..00 12,250.00 - 1 - 2 5 ") Page 2 - Estimate of Cost continued'- Harkison Street; 3 each Inlets Type A, with Type-1 frame and open lid, complete in place @ 220.00 $ 660.00 10 each Manholes with cast iron frame and closed lid, complete in place @ 350.00 3,500.00 29 each Manholes, Catch Basins or Valve Vaults to be adjusted @ 75.00 2,175.00 18 each Catch Basins to be filled @ 30.00 540.00 1300 cu. yds. of Trench Backfill @ 6.25 8,125.00 400 lin. ft. of Curb Removal @ 1.50 600.00 120 sq. yds. of Pavement Removal @ 5.75 690.00 130 cu. yds. of Top Soil @ 6.00 780.00 7041 gals. of Bituminous Materials Applied (Prime Coat) @ .30 2,112.30 1218 tons of Bituminous Concrete Binder Course, Class I @ 13.50 16,443.00 789 tons of Bituminous Concrete Surface Course, Class I @ 14- 50 11,440.50 50 lin. ft. 2J" G.S. Conduit in Trench @ 4.75 237.50 150 lin. ft. 31' Split Fibre Conduit in Trench @ 4.00 600.00 3 each Relocate Existing Street Light Standard @ 300.00 900.00 163 lin. ft. Moving Street Light Cable @ .20 32.60 515 lin. ft. Trench and Backfill @ 2.00 1,030.00 290 lin. ft. Electric Cable in Trench, 1500 Volt Parkway 1/C, ##6 @ .85 246.50 12 each Parkway Cable Splice @ 40.00 480.00 Cost of Engineering Services. . 7,490.00 For Lawful Expenses, etc. . . . . . . . . . . 11,235.00 TOTAL . . . . . . . . . . . . . . . . . . $205, 982.30 RECAPITULATION Total Cost of Construction. . . . . . . . . .$ 187,257.30 Cost of Engineering Services. . . $7,490.00 For Lawful Expenses, etc. . . . .$11,235.00 18,725.00 TOTAL COST OF IMPROVEMENT . . . . . . . . . .$ 205,982.30 And I hereby certify that in my opinion the above estimate does not exceed the probable cost of the above proposed improvement and the lawful expenses attending the s e4ofBoar Enginf Local Improvements of thnston 1/69 t R t SIGN $M•6.� v-y ••",• S SM-6• STAN�ARp SANS0,0 of WOO vas pttCRE,�E M�q �, IN 1• itD �� of cab Yi , \+1 0� +t► -y'N �qh. aw. :iMo roI'.r°qb a 'l y w.. ra . ' +'UJI� ,1 y }� .sue;; Pp,wm•^ 1 :1��'�- ;. . 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Mv,,,OwS P tit t,KA avtsloNtwnYS �M a� T LEAD SHEATH AND IF PRESENT, FABRIC CONNECTOR PRESSED WITH ONE INDENT TAPE REMOVED TO SPECIFIED LENGTH PER CABLE END AND INDENTS FILLED LEAVING INSULATION EXPOSED WITH RUBBER PUTTY 6" t 1 1/4 _ 1 1/4.� 6�� 5" 11/2 --- - in LEAD SHEATH CABLE JACKET, PLASTIC OR RUBBER FABRIC TAPE INSULATING RUBBER TAPE ZHALF-LAPPED APPLIED TO I SHEATH AND INSULATION TO BE TAPED, ROUGHENEII �� DIAMETER WITH ALUMINUM OXIDE ABRASIVE CLOTH, CLEANI=I) 2 HALF -LAPPED LAYERS OF 3/4 WITH CLOTH MOISTENED IN METHYLCHLOROFORM PLASTIC TAPE APPLIED OVER AND .RUBBER CEMENT APPLIED TO THIS SURFACE :RUBBER TAPE '• AND ALLOWED TO DRY WAY t� • � :,R� DETAIL. OF PARK CABLE SPLICE G , - =_ ----.Scale : None �'. OVERSIZED - DOCUMENT (PULLED FROM THIS LOCATION)