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5706 Confirm Storm Sewer and Drainage Imp0':S'L. G4iEC-SA �-,;.,, 1 C 1 ORDINANCE NUMBER Published in the Salina Journal 5706 1952 AN ORDINANCE ratifying and confirming a contract with Le Ce Peddicord for the construction of certain storm sewers and drainage in the City of Salina, Kansas, heretofore designated as Storm Sewers Number D -A, D -B, D -C and D -D, and provid- ing for the issuance of temporary notes to pay the cost thereof, pending issuance and sale of bonds. BE IT ORDAINED by the Board of Commissioners of the City of Salina, Kansast Section 1. That the acceptance by the City of Salina of the proposal of L. C. Peddicord,-hereinafter referred to as the "contractor" as submitted to the Board of Commissioners on August 18, 19520 which is hereby found to be the lowest and best bid for such work, and the contract awarded by the Board of Commissioners of said city to said contractor and signed on behalf of the City by its Mayor on August 18, 1952, for the construction of certain public improvements in the City of Salina: Kansas, to -mitt Storm and drainage sewer D -A includes the main sewer running from Dry Creek South to the intersection of Viemont Avenue and Crawford Avenue, thence easterly and southerly through certain streets in the Sunset Manor Addition and the Likins-Foster Addition and term- inating near the southeast corner of the Likens -Foster Addition and all laterals which drain into Main Sever D -A, being Laterals Number D -A1, D -A22 D -A3, D A4, D -A5, D -A6, all being a part of Storm Sewer D -A, more partictilarly described as follows Main Sewer D-Ae Beginning at a point on the south bank of Dry Creek and the intersection of Viemont Avenue extended north; thence south with a 72 inch sewerpipe approximately 1423 feet to a point in the intersection of Vismiont Avenue and Crawford Street; thence east in Crawford Avenue with a 72 inch sewer pipe approximately 119 feet to a point in the intersection of Seneca Avenue and Crawford Street; thence south and southeast- erly in Seneca Avenue with a 72 inch sewer pipe approximately 470 feet to a point in the intersection of Seneca Avenue and Cherokee Drive; them* continuing southeasterly in Seneca Ave- nue with a 54 inch sewer pipe approximately 1250 feet to a point in the intersection of Seneca Avenue and Franklin Avenue; thence east in Franklin Avenue with a 54 inch sewer pipe approximately 300 feet to a point in the intersection of Franklin Avenue and Osage Drive; thence south in Osage Drive with a 48 inch sewer pipe approximately SSE 2152 feet to a point in the intersection of Osagi Drive and Kiowa Avenue! thence continuing south in Osage Drive with a 42 inch sewer pipe approximately 200 feet to a point in the intersection of Osage Drive and Pawnee Avenue; thence continuing south in the easement provided therefor With 42 inch sewer pipe approximately 307 feet to the terminus point approx- imately 13 feet north of the south boundary line of the Likins- Foster Addition; and Lateral No. D -A1. Beginning at manhole No, i, -A3 in said described main server in the intersection of Seneca Avenue and Cherokee Drive; thence northeasterly in Cherokee Drive with a 12 inch sewer pipe approximately 420 feet, being the terminus of Lateral Noe DA1, and Lateral No. D -A2, Beginning at manhole Noe A-5 in said described main sewer in Seneca Drive; thence northeasterly in the easement provided therefor with a 15 inch sewer pipe approximately 284 feet to a point in Osage Avenue, being the terminus of Lateral D -A2, and Lateral Noe D -A39 Beginning at manhole No. A10 in said described main surer in the intersection of Osage Drive and Ponca Avenue; thence west with a 15 inch sewer pipe approximately 300 feet to a point in the intersection of Ponca Avenue and Seneca Avenue, being the terminus of Lateral Noe D -A3, and Lateral No. D -A4. Beginning at manhole nos A14 in said described main sewer in the intersection of Osage Drive and Cheyenne Avenue; thence westerly in Cheyenne Avenue with a 12 inch sewer pipe approx- imately 710 feet, being the terminus of Lateral No, D -A4, and Lateral No. D -A5. Beginning at manhole no. A16 in said described main sewer in the intersection of Osage Drive and Kiowa Avenue; thence westerly in Kiowa Avenue with a 15 inch sew ran abproa- imately 700 feet, being the terminus of Lateral No, D -A5, and con=m_ioniEo—s,�u;�:. 1 Lateral No. D-A6e Beginning at manhole No. A17 in said described main sewer in Osage Drive; thence southwesterly and westerly in Pawnee Avenue with a 15 inch sewer pipe approximately 820 feet, being the terminus of Lateral Noe L-A 6. 0 Stora and Drainage Sewer D -B includes the main setwer running from the intersection with Stomr Sewer D -A at the intersection of Cherokee Drive and Seneca Avenue, southerly through certain streets in the Sunset Manor Addition and Likins-Foster Addition, and terminating at the intersection of Apache Drive and Pawnee Avenue, and all laterals which drain into Main Sewer D -B, being Laterals Noe D -B1, D -B2, D -B3, D -B4, D -B5, D -B6 and D -B7, all being a part of Storm Sewer No. D -B, more particularly described as follows: Main Sewer D -Be Beginning at manhole No, A3 in the intersection of Seneca Drive and Cherokee Drive; thence southwesterly in Cherokee Drive with a 60 inch sewer Pipe approximately 620 feet to a point in the interweetion of Cherokee Drive and Comanche Avenue; thence southeast in Commanehe Avenue with a 361ach sewer pipe approximately 762 feet to a point in the intersection of Commanche Avenue and Pontiac Avenue; thence south in Pontiac Avenue with a 36 inch sewer pipe approx- imately 400 feet to Manhole No. B7 in Pontiac Avenue; thence oontinuing south in Pontiac Avenue with a 30 inch sewer pipe approximately 789 feet to the intersection of Pontiac Avenue and Republic Avenue; thence continuing south in Pontiac Avenue with 24 inch sewer pipe approximately 300 feet to a point in the intersection of Pontiac Avenue and Arapahoe Avenue; thence west in Arapahoe Avenue with a 24 inch sewer pipe approximately 403 feet to a point in the intersection of Arapahoe Avenue and Apache Drive; thence south in Apache Drive with a 24 inch sewer pipe approximately 330 feet to a point in the intersection of Apache Drive and Cheyenne Avenue; thence continuing south in Apache Drive with a 18 inch sewer pipe approximately 280 feet to a point in the intersection of Apache Drive and Kiowa Avenue; thence continuing south in Apache Drive with a 12 inch sewer pipe approximately 285 feet to a point in the intersection of Apache Drive and Pawnee Avenue, being the terminus of Bain Sewer D -B, and Lateral Noe D -Bl, beginning at Manhole Noe B2 in said desoribed main sewer in the intersection of Commanehe Avenue and Cherokee Drive; thence northwesterly in Commanehe Avenue with a 12 inch sewer pipe approximately 300 feet to a point in the intersection of Comanche Avenue and Hemlock Drive, being the terminus of Lateral Noe D -B1 and, Lateral Noe D -B2, beginning at Manhole Noe B4 in said described main sewer in Comanche Avenue, thence northeast with a 12 inch sewer pipe through the easement provided therefor, approximately 284 feet to a point in Chootaw Avenue, being the terminus of Lateral No. D -B2, and, Lateral No* D -B3, beginning at Manhole Noe B7 in said described Main sewer in lbntiac Avenue, thence east with a 15 inch sewer pipe, through the easement pro- vided therefor, a distance of approximately 284 feet to a point An Choctow Avenue, being the terminus of Lateral Noe D -B3, and Lateral Noe D -B4, beginning at Manhole Noe B8 in said described main sewer in the intersection of Pontiac Avenue and Pueblo Avenue; thence west in Pueblo Avenue with a 15 inch sewer pipe a distance of approximately 300 feet to a point in the inter- section of Pueblo Avenue and Navajo Avenue, being the terminus of Lateral Noe D -B40 and Lateral No. D -B50 Beginning at Manhole Noe B10 in said described main sewer in the intersection of Pontiac Avenue and Republic Avenue, thence west in Republic Avenue with a 15 inch sewer pipe approximately 593 feet to a point in the intersection of Republic Avenue and Cherokee Drive, being the terminus of Lateral Noe D -B5, and, Lateral Noe D -B6, Beginning at Manhole Noe B10 in said described main sewer in the intersection of Pontiac Avenue and Republic Avenue, thence east in Republic Avenue with a 12 inch sewer pipe a distance of approximately 380 feet,b Bing the terminus of Lateral Noe D -B6, and Lateral No. D -B70 Beginning at Manhole Noe 3-11 in said described main sewer in the intersection of Pontiac Avenue and Arapahoe Avenue; thence east in Arapahoe Avenue with a 12 inch sewer pipe a distance of approximately 370 feet, being the terminus of Lateral Noe D-B7e Storm and Drainage Sewer D -C includes the main surer running from the intersection with Storm Sewer D -B in the intersection of Com manche Avenue and Cherokee Drive and extending south in Cherokee Drive and west in Plum Drive, terminating at the inter section of Plum Drive and. Hemlock Drive, and all laterals which drain into Main Sewer D -C, being lateral Noe D-01 only, all being a part of Storm Sewer D -C, more particularly described as follows; Main Seaver D -Ce Beginning at Manhole Noe M -B2 in the intersection of Cherokee Drive and Commanche Avenue; thence southerly in Cherokee Drive with, a 42 inch sewer pipe approximately 510 feet to a point in the intersection of Cherokee Drive and Plum Drive; thence west in Plum Drive with a 42 inch sewer pipe approximately 300 to a point in the intersection of Plum Drive and Hemlock Drive, befeet ing the terminus of Main D -C, and . 1 1 1 DCNSOL'. DATED - SILIh> Lateral No. D -C1. Beginning at Manhole No. M -C2 in said described main sewer in the intersection of Plum Drive and Hem3ock Drive; thence west in Plum Drive with a 12 inch sewer pipe approximately 560 feet to a point in the intersection of Plum Drive and Willow Drive, being the terminus of Lateral No. D-Cle Storm Sayer D -D includes the main sewer Punning from the intersection of Viemtont Avenue and Crawford Avenue, west in Crawford Avenue, south in Chootaw Avehue, gest in Cypress Drive and south in Birch Drive, and all laterals which drain into Main Seater D -D, being lateral No. D -D1 only, all being a part of Storm Seer D -D, more particularly described as follows: Main Seaver D -D. Beginning at manhole No. M Al in the intersection of Vismont Avenue and Cmvford Avenue; thence weft in Crawford Avenue with a 24 inch sewer pipe approximately 170 feet to a point in the intersection of Crawford Avenue and Chootaw Avenue; thence south in Choctaw Avenue with a 24 inch sewer pipe approxi- mately 190 feet to a point in the intersection of Choctaw Avenue and Cypress Drive; thence west in Cypress Drive with a 24 inch sewer pipe approximately 570 feet to a point in the intersection of Cypress Drive and Birch Drive; thence south in Birch Drive with an 18 inch sewer pipe approximately 800 feet to Manhole Noe M ­D6, being the terminus of Main Sewer D -D, and Lateral Noe D -D1, Beginning at Manhole Noe M -D4 in said described main soarer in the intersection of Cypress Drive and Birch Drive; thence west in Cypress Drive with a 12 inch sewer pipe approximately 280 feet to a point in the intersection of Cypress Drive and Willow Drive; thence south in Willow Drive with a 12 inch sewer pipe 200 feet to manhole Noe M -D8, being the terminus of Lateral No. D -Die at and for the unit price for said work contained in said proposal, which proposal and contract are hereby referred to and made parts of this ordinance, be and the same is hereby ratified and confirmed, said proposal being within the estimated cost of said improvements as shown by the sworn estimates of the City Engineer on file in the office of the City Clerk, which estimates are hereby referred to and made a part of this ordinance. Section 2. Said improvements shall be built and constructed in accord ce 'Murray A. Wilson, a duly qualifieCivil Engineer with the plans and specifications therefore prepared by, LAUMMon file in the Office of the City Clerk and in accordance with the proposal of said contractor and under the terms of said contract, all of which are hereby referred to and made a part of this ordinance. Section 3. That temporary notes signed by the Mayor and attest by the City Clerk be issued from time to time as the wi*k progresses in the manner and form as required by law, the total amount not to exceed the contract price for such work, such notes to bear interest at not to exceed 41 per cent per annum and to mature not later than December 1, 1953, and to be issued in such amounts and at such time as may the money for the payment of the cost of such work be required, such notes to be issued to said contractor and to be redeemed and cancelled at the time that Interal Improvement bonds are issued in lieu thereof. Section 4. That this ordinance shall take effect and be in full force from and after its publication once in the official city paper. Intvvduced: August 18, 1952 Passed: August 25, 1952. Attests or�f4 J City Clerk-