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HomeMy WebLinkAboutCity Council - 2303 RESOLUTION NO, 2303 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HUNTINGTON BEACH, CALIFORNIA DETERMINING GENERAL NATURE OF WORK AND ORDERING REPORT OF .CITY ENGINEER, ASSESSMENT DISTRICT NO., 6402 BE IT RESOLVED by the City Council of the City of Huntington Beach, California , in regular session assembled, that certain acquisition of land for public purposes and certain im- provements are proposed to be done and made within the boundaries of the proposed assessment district hereinafter described within said City of Huntington Beach. In connection therewith, said City Council hereby finds and determines as follows, to wit: 1 . The nature of the proposed acquisition of property and the proposed improvement , consisting of the following described work, upon the grades , along the lines , between the points , of the dimensions , at the places , in the manner, and of the materials shown on the plans , profiles and detailed drawings for said im- provement , and in accordance with the specifications for said improvement heretofore approved and adopted by said City Council and on file in the office of the Director of Public Works , to which plans , profiles , detailed drawings and specifications reference is hereby made for further and more particular description of said work, the manner of its execution and the material to be used therein, is described as follows: -1- A. The construction and installation of a storm drain system, as herein described, together with the construction and installation of portland cement concrete aprons and two inch thick asphalt concrete pavement over sterilized soil immediately adjacent to the catch basins to be constructed as a transition therefrom to the existing street improvements , the relocation or removal of all objects in the line of said work, whether specifically described herein or not, all as shown upon the plans of said work, together with appurtenances and appurtenant work, in the following streets and rights of way: (1) ADAMS AVENUE SYSTEM. A reinforced concrete pipe storm drain and storm drain system composed of 84 inch reinforced concrete pipe , 1450D, 1000D , and 800D , 72 inch reinforced concrete pipe 1300D , 48 inch reinforced concrete pipe 2000D , 1200D , and 1000D , 45 inch reinforced concrete pipe 1000D , junction structures , manholes , catch basins , inlet and outlet structures , in the Southerly side of Adams Avenue from a headwall to be constructed at the intersection of the Southerly right of way line of Adams Avenue with the Northerly boundary line of the D-1 Channel, the center line of which channel is 558.13 feet East of the intersection of the center line of Adams Avenue with the section line on Beach Boulevard, to a point in the Southerly side of Adams Avenue 142 feet West of said section line , and thence in the Northerly side of Adams Avenue to a catch basin to be constructed in the common intersection of Main Street and Adams Avenue 3987 feet West of said section line on Beach Boulevard; together with: A. ramp from the Southerly edge of the existing pavement in the common intersection of Adams Avenue and the D-1 Channel to the channel roadways 60 feet South of the center line of Adams Avenue , including a swail for drainage . Earth fill over top of said storm drain from a point 340 feet East of said section line on Beach Boulevard to the inter- section of Adams Avenue and the Easterly right of way line of said D-1 Channel , graded to drain Southerly from the edge of the exist- ing pavement. The relocation of the existing steel guardrails and wood posts in Adams Avenue from a point 280 feet East of said section line on Beach Boulevard to a point 339 feet East of said section line , and including at said location the installation of 15 feet of 18 inch reinforced concrete pipe 1500D , and the reconstruction of the existing four inch sewer lateral as an inverted siphon below said storm drain. -2- The connect:" n of the .existin 24 ix.ch QF and existing junction structure wx.� a junction stru Lure in said storm rain in the intersection of Adams Avenue with Beach Boulevard, and in- cluding the construction of anew outlet upon the South side of said existing junction structure and 64 feet of 24 inch reinforced concrete pipe 1250D. A catch basin in the Northerly one-half of Adams Avenue , the center line of which is '65 feet West of the center line of Florida Street, said catch basin to be constructed in a permanent storm drain easement described as: The Southerly 20.00 feet of the Westerly 10.00 feet of the Easterly 40.00 feet of Block 1706 of the East Side Villa Tract, as shown by map on file in Book 4, Page. 65 of Miscellaneous Maps , Official Records of Orange County, California , and to be connected to said storm drain by 26 feet of 18 inch re- inforced concrete pipe 2000D . The removal of the existing CNP culvert 247 feet West of the intersection of the center lines of Adams Avenue and Huntington Street. A catch basin in the Westerly one-half of Alabama Street, the center line of which is 85 .5 feet North of the center line of Adams Avenue , with 67 feet of 18 inch reinforced concrete pipe 1750D, connecting said catch basin with said storm drain at a point in the common intersection of Adams Avenue and Alabama Street 9 feet Nest of the center line of Alabama Street. A catch basin in the Northerly one-half of Adams Avenue , the center line of which is 70.5 feet East of the center line of Alabama Street in the street right of way described as: The following portions of Lots 22 and 23 of Block 1702, Section 5 , Vista Del Mar Tract, as shown by map on file in Book 4, Page 15 of Miscellaneous Maps , Official Records of Orange County, California: The Westerly 19.00 feet of the Southerly 20.00 feet of Lot 23, the Easterly 8.00 feet of the Southerly 20 .00 feet of Lot 22, and an additional 14.92 square feet of said Lot 22 as a portion of a future 30 foot radius property line return, -3- and which catch basin is to be connected by 26 feet of 24 inch reinforced concrete pipe 1750D , and an inlet to said storm drain at a point in Adams Avenue 81 feet East of the center line of Alabama Street . A catch basin to be constructed in the Westerly side of Lake Street, the center line of which is 144 feet North of the center line of Adams Avenue ; thence Easterly from said catch basin using 72 .5 feet of 27 inch reinforced concrete pipe 1100D , to a modified catch basin to be constructed in the Easterly one-half of Lake Street, the center line of which is also 144 feet North of the center line of Adams Avenue , and thence in Lake Street to a manhole structure to be constructed in said storm drain in Adams Avenue , using 120 feet of 36 inch reinforced concrete pipe 1250D . A catch basin in the Easterly one-half of Pine Street, the center line of which is 105 feet North of the center line of Adams Avenue ; thence Southwesterly in Pine Street using 44 feet o% 18 inch reinforced concrete pipe 1500D, to a catch basin to be constructed in the Westerly one-half of Pine Street , the center line of which is 87 feet North of the center line of Adams Avenue; thence Southeasterly in Pine Street and its common intersection with Adams Avenue using 77 feet of 18 inch reinforced concrete pipe 1500D , to an inlet to be constructed in said storm drain in Adams Avenue 4 feet West of the center line of Pine Street . A catch basin in the Westerly one-half of Park. Street , the center line of which is 90 feet North of the center line of Adams Avenue ; thence Easterly in Park Street from said catch basin using 40.5 feet of 18 inch reinforced concrete pipe 1500D , to a catch basin to be constructed in the Easterly one-half of .. Paris Street , the center line of which is also 90 feet North of the center line of Adams Avenue , and thence Southerly in Park Street to a manhole to be constructed in said storm drain in the common intersection of Park Street and Adams Avenue 24 feet East of the center line of Park Street and using 18 inch reinforced concrete pipe 1500D . A. catch basin in the Easterly side of Main Street , the center line of which is 96 feet North of the center line of Adams Avenue ; thence Southerly from said catch basin using 73 feet of 18 inch reinforced concrete pipe 1750D , to a connection with said storm drain at a point in Adams Avenue 74 feet East of the center line of Main Street; also from a manhole to be constructed in said storm drain in Adams Avenue as aforesaid at a point therein 51 feet East of the center line of Main Street, thence Southerly in Main Street from said manhole 87 feet using 18 inch reinforced -4- concrete pipe 1750D , to a catch basin to be constructed; thence Southwesterly in Main Street from said catch basin using 118 feet of 18 inch reinforced concrete pipe 1500D, to a catch basin to be constructed, the center line of which catchbasin is 140 feet South of the center line of Adams Avenue , and to be connected at said point in Main Street with an existing 18 inch storm drain pipe (2) DELAW'ARE STREET SYSTEM. A reinforced concrete pipe storm drain and storm drain system, composed of 51 inch reinforced concrete pipe 1400D, 66 inch reinforced concrete pipe 1300D , 69 inch reinforced concrete pipe 1350D, and 72 inch reinforced concrete pipe 1300D , 1000D , 1350D , and 1450D , catch basins , inlet structures and intake pipes , from a manhole to be constructed in the storm drain to be constructed in Adams Avenue as hereinbefore set forth at a point in Adams avenue 44 feet East of the center line of Delaware Street; thence North- westerly in Adams Avenue to Delaware Street , and thence Northerly in the Easterly one-half of -Delaware Street to an inlet structure to be constructed with a 45 inch stub facing North, 900 feet North of the intersection of Delaware Street with the center line of Garfield Avenue , together with: A catch basin in the Westerly side of Delaware Street, the center line of which is 87 feet North of the center line of Adams Avenue, and to be connected to said storm drain line in the Easterly one-half of Delaware Street, using 55 feet of 18 inch reinforced concrete pipe 1750D . Two catch basins in the North and South sides , respectively, of Utica Avenue , the center line of each of which is 77 feet West of the center line of Delaware Street , and to be connected to each other, using 40.5 feet .of 18 inch reinforced concrete pipe 1500D; thence from said catch 'basin to be constructed upon the Southerly side of Utica Avenue Easterly in Utica Avenue to its intersection with Delaware Street and thence Southerly in Delaware Street using 73 .34 .feet of 18 inch reinforced concrete pipe 1500D to a catch basin to be constructed in the Westerly side of Delaware Street, the center line of which is 65 feet South of the .center line of Utica Avenue , and thence from said catch basin using 53 feet of 18 inch reinforced concrete pipe 1750D to a manhole in said storm drain system to be constructed in the Easterly side of Delaware Street . Two catch basins in the Northerly and Southerly sides of Utica Avenue , respectively, the center line of each of which is 82 feet East of the center line of Delaware Street , and to be -5- connected to each other, using 40.5 feet of 18 inch reinforced conrete pipe 1500D , and thence from the catch basin to be constructed upon the southerly side of Utica Avenue , as aforesaid, to said storm drain system to be constructed in the Easterly side of Delaware Street at a point in the common intersection of Delaware Street and Utica Avenue 23 feet South of the center line of .Utica Avenue . , catch basin in the Westerly one-half of Delaware Street 373 .5 feet North of the intersection of Delaware Street with the center line of Utica Avenue , and thence from said catch basin to an inlet in said storm drain system to be constructed in Delaware Street at a point in Delaware Street 361 feet North of said center line of Utica Avenue , .and using 50 feet of 18 inch reinforced concrete pipe 1750D . The reconstruction and reshaping of an existint catch basin in the Easterly one-half of Delaware Street at a point in Delaware Street 373 .5 feet North of said center line of Utica Avenue , and thence connecting said catch basin with said storm drain system to be constructed in the Easterly one-half of Delaware Street, and using 18 inch reinforced concrete pipe 1750D . The removal of 55 feet of existing CEP in Delaware Street at a point in Delaware Street 373 .5 feet North of said centerline of Utica Avenue . A 12 inch CEP drop inlet with asphalt, concrete apron in the Northerly one-half of Yorktown Avenue 78.5 feet East of the center line of Delaware Street, thence Southerly in Yorktown Avenue using 48 feet of 18 inch reinforced concrete pipe 1500D a distance of 52 feet to a catch basin to be constructed in the Southerly side of Yorktown avenue , the center line of which is 78.5 feet East of the center line of Delaware Street , and thence Southwesterly from said catch basin through the street right of way described as: That portion of the Northerly 225 .00 feet of Block 2405 East Side Villa Tract, as shown by map on file in Book 4, Page 65 of Miscellaneous Maps, Records of Orange County, California, described as follows: Beginning at the Northwesterly corner of said Block 2405 ; thence Easterly along the Northerly line of said Block 2405 a distance of 43 .50 feet; thence Southerly 10.00 feet to a line parallel to said _Northerly line of Block 2405; thence Westerly along said parallel line a distance of -6- 13 .50 feet to the beginning of a tangent curve , concave Southeasterly, having a radius of 30.00 feet; thence Westerly and Southerly along said tan-ent curve to the Westerly line of said Block 2405; thence Northerly along said Westerly line a distance of 40.00 feet to the point of beginning, and using 69 feet of 18 inch reinforced concrete pipe 2000D , to an inlet with said storm drain system to be constructed in Delaware Street at a point in Delaware Street 39 feet South of the center line of Yorktown Avenue , together with the removal of the exist- in-0 12 inch CMP in Yorktown Avenue immediately East of its inter- section with Delaware Street. A catch basin in the Westerly one-half of Delaware Street , the center line of which is 800 ,feet North of the center line of Yorlktown Avenue , and thence Easterly in Delaware Street using 42 feet of 18 inch reinforced concrete pipe 1750D to an inlet to be constructed in said storm drain system to be constructed in Delaware Street at a point in Delaware Street 791 feet North of said center line of Yorktown Avenue , together with the removal of the two existing CIV culverts in the common intersection of Delaware Street and Seventeenth Street . Two catch basins on the Northerly and Southerly sides , respectively , of Clay Avenue , the center line of each catch basin being 85 .5 feet West of the center line of Delaware Street , with said catch basins being connected to each other , using 40.5 feet of 21 inch reinforced concrete pipe 1500D with concrete encasement and thence from said catch basin to be constructed upon the South- erly side of Clay Avenue Southeasterly in Clay Avenue and Delaware Street to an inlet with said storm drain system to be constructed in Delaware Street at a point in Delaware Street 39 feet South of the -center line of Clay Avenue , using 94 feet of 24 inch reinforced concrete pipe 1750D . A catch basin in the Westerly one-half of Delaware Street, the center line of which is 73 .5 feet North of the center line of Clay Avenue ; thence from said catch basin Southeasterly in Delaware Street, using 69 feet of 24 inch reinforced concretepipe 1750D , to a junction chamber to be constructed in said storm drain system to be constructed in Delaware Street at a point in the common intersection of Delaware Street and Clay Avenue 22 feet North of the center line of Clay Avenue , and thence from said junction chamber Easterly in Clay ,Avenue , using 54 feet of 18 inch reinforced -7- concrete pipe 1750D to a catch basin to be constructed, the center line of which catch basin is 82 feet East of the center line of Delaware Street. catch basin in the Westerly one-half of Delaware Street , the center line of which is 710 feet North of the inter- section of the center lines of Delaware Street and Garfield avenue , and thence from said catch basin Southeasterly in Delaware Street , using 44 feet of 21 inch reinforced concrete pipe 1750D , to an inlet to be constructed in said storm drain system to be con- structed in Delaware Street at a point in Delaware Street 702 feet North of said center line of Garfield avenue . (3) CONSTANTINE DRIVE AND RIGHT OF WAY SYSTEM. The construction and installation of a reinforced con- crete pipe storm drain and storm drain system, consisting of 48 inch reinforced concrete pipe 1400D and 1200D , 42 inch reinforced concrete pipe 1500D , 39 inch reinforced concrete pipe 1100D, and 1500D, 36 inch reinforced concrete pipe 1000D, catch basins , man- holes , inlet and outlet structures , and intake pipes, commencing at a manhole to be constructed in said storm drain system to be constructed in Delaware Street as aforesaid, 900 feet North of the intersection of Delaware Street with the center line of Garfield Avenue ; thence Northeasterly in Delaware Street to its intersection with the permanent storm drain easement described as: The following portions of Tract 7 , as shown by map on file in Book 9, page 8 of Miscellaneous Maps , Records of Orange County, California; The Northerly 10.00 feet of Lot 8, and a 3 " x 3 ' right triangular parcel bounded Northerly and Westerly by the Southerly line of the Northerly 10.00 feet of said Lot 8, and the Easterly line of the Westerly 10.00 feet of said Lot 8, re- spectively; the Northerly 10.00 feet of Lot 9, Block G; the Southerly 5 .00 feet of Lot 21 , the Northerly 5.00 feet of Lot 22, the Southerly 5 .00 feet of Lot 12 , and the Northerly 5 .00 feet of Lot 13 , all of Block H of said Tract No. 7 ; excepting therefrom those portions of the above described parcels which have become public street rights of way, and thence Easterly in said storm drain easement to a catch basin to be constructed in the Westerly one-half of Beach Boulevard 62 -8- feet South of the center line or Constantine Drive ; thence North- erly in the Westerly one-half of Beach Boulevard, using '79 feet of 42 inch reinforced concrete pipe 1500D to a manhole to be con- structed in the Westerly one-half of the common intersection of Beach Boulevard and Constantine Drive ; thence Easterly from said manhole through the Northerly one-half of Constantine Drive to a catch basin to be constructed, the center line of which is 55 .4 feet West of the center line of Hoyt Lane , and which has 20 feet of 18 inch reinforced concrete pipe 1500D projecting Southerly there- from; thence Easterly and Northerly through the common inter- section of Constantine Drive with Hoyt Lane , and thence Northerly in the Westerly one-half of Hoyt Lane to two catch basins to be constructed in both sides of Hoyt. Lane , the center line of each of which is 270 feet North of the intersection of Constantine Drive with the center line of Hoyt Lane, with said catch basins being connected to each other, using 40.5 feet of 24 inch reinforced concrete pipe 1250D , together with: Two catch basins in the Easterly and Westerly sides, re- spectively, of Florida Street , the center line of each of which catch basin is 963 feet North of the intersection of Florida Street with the center line of Garfield Avenue , and being connected to each other, using 40.5 feet of 18 inch reinforced concrete pipe 1500D; thence Southerly in Florida Street from the catch basin to be constructed in the Westerly side of Florida Street to a manhole to be constructed in said Constantine Drive storm drain system 23 feet West of the center line of Florida Street , and using 35 feet of 18 inch reinforced concrete pipe 1750D . catch basin to be constructed in the Westerly one-half of Beach Boulevard, the center line of which catch basin is 217 .22 feet North of the intersection of Beach Boulevard with the center line of Constantine Drive , and projecting Northerly from said catch basin with 8 feet of 18 inch reinforced concrete pipe 1500D; thence Southerly in Beach Boulevard from said catch basin using 191 feet of 18 inch reinforced concrete pipe 1750D to the afore- said manhole to be constructed in the common intersection of Beach Boulevard and Constantine Drive , including the regrading of three existing driveways , and the replacement of the culvert in- stallations using the same or salvaged culvert pipe as specified in the plans; also Northerly in the Easterly one-half of Beach Boulevard using 137 feet of 24 inch reinforced concrete pipe 1750D from a manhole to be constructed in the common intersection of Beach Boulevard and Constantine Drive 78 feet East of the section line of Beach Boulevard to join the end of the existing 24 inch corrugated metal pipe , and thence Southerly from the same manhole using 49 feet of salvaged 24 inch corrugated metal pipe to join the Northerly end of the remaining ditch in the Easterly one-half of Beach Boulevard. -9- (4) GWIELD AVENUE SYSTEM. A reinforced concrete pipe storm drain and storm drain system composed of 36 inch reinforced concrete pipe 1500D and 2000D, 30 inch reinforced concrete pipe 1750D, 27 inch reinforced concrete pipe 1100D , junction structures , manholes and catch basins , from a manhole ,to be constructed in Delaware Street 100 feet South of the intersection of Delaware Street with the center line of Garfield Avenue ; thence Northwesterly in Delaware Street to its common intersection with Garfield Avenue , and thence Westerly in the Southerly one-half of Garfield Avenue to a manhole to be constructed in the common intersection of Garfield Avenue with Crystal Street 22 feet West of the center line of Crystal Street at its inter- section with Garfield Avenue , together with: A catch basin in the Northerly one-half of Garfield Avenue , the center line of which is 300 feet West of the center line of Delaware Street at its intersection with Garfield Avenue , and to be connected to a junction structure which is 296 feet West of the center line of Delaware Street in said storm drain system to be constructed in Garfield Avenue using 66 feet of 18 inch re- inforced concrete pipe 1750D . A catch basin in the Northwesterly one-half of Main Street , the center line of which is 229 feet Southwesterly of the center line of Garfield Avenue at its intersection with Main Street measured parallel with the center line of Hain Street ; thence Southeasterly in Main Street, using 100.5 feet of 18 inch rein- forced concrete pipe 1500D , to a catch basin to be constructed in the Easterly side of Main Street , the center line of which is 219.50 feet Southwesterly of the center line of Garfield ,Avenue at its intersection with Main Street , measured parallel with the center line of Main Street, and thence Northeasterly in Main Street from said catch basin, using 229 feet of 21 inch reinforced concrete pipe 1750D , to a junction structure to be constructed in said storm drain system to be constructed in the Southerly side of Garfield Avenue , in the common intersection of Garfield Avenue , Main and Gothard Streets ; also 4 feet of 18 inch reinforced con- crete pipe 1750D stubbed Northwesterly from said junction structure . A, catch basin in the Northerly one-half of Garfield Avenue , the center line of which is 280 feet West of the center line of Gothard Street at its intersection with Garfield Avenue and to be connected to a junction structure in said storm drain system to be constructed in the Southerly side of Garfield Avenue , using 65 feet of 13 inch reinforced concrete pipe 150()D . A catch basin in the Westerly one-half of Crystal Street, the center line of which is 95 .5 feet South of the center line of -10- Garfield Avenue at its intersection with Crystal Street; thence Northerly in Crystal Street and its common intersection with Garfield Avenue using 59 feet of 36 inch reinforced concrete pipe 1500D , to the aforesaid manhole to be constructed in said storm drain system to be constructed in the Southerly side of Garfield Avenue , and thence from said manhole Northerly in the common intersection of Crystal Street and Garfield Avenue , and in Crystal Street, using 107 feet of 18 inch reinforced concrete pipe 1500D , to a catch basin to be constructed in the Westerly one-half of Crystal Street, the center line of which catch basin is 87 feet North of the center line of Garfield Avenue at its intersection with Crystal Street . The removal of those portions of the existing concrete culvert and railroad tracks and ties in the common intersection of Garfield Avenue and Main Street as shown upon said plans . (5) OWEN AVENUE SYSTEI',I. A storm drain line from a manhole to be constructed in Delaware Street 18 .36 feet South of its intersection with the Westerly extension of the center line of Owen Avenue , and thence Northeasterly in Delaware Street to the permanent storm drain easement described as: The Southerly 10.00 feet of Lot B , Block 2805 and of Block 2806 of the East Side Villa Tract , as shown by map on file in Book 4, Page 65 of Miscellaneous Maps , Records of Orange County, California; thence continuing Easterly in said easement to a catch basin to be constructed in the Westerly one-half of Florida Street , the center line of which catch basin is 5 feet North of the center line of Owen Avenue in its common intersection with Florida Street , using 628 feet of 27 inch reinforced concrete pipe 1750D; and thence to a catch basin to be constructed in the Northerly - one-half of Owen Avenue , the center line of which is 58 feet East of the center line of Florida Street at its intersection with Owen Avenue , using 76 feet of 24 inch reinforced concrete pipe 1250D ; and thence to a catch basin to be constructed in the Southerly one-half of Owen Avenue , the center line of which is 55 feet West of the center line of Florida Street , using 40.5 feet of 18 inch reinforced concrete pipe 1500D; together with the removal of the existing CMP in the intersection of Florida Street and Owen Avenue . -11- (6) HUNTINGTON STREET SYSTEM. re inf or ced concrete pipe storm drain and storm drain system composed of 36 inchreinforced y p concrete gape 1100D, 30 inch reinforced concrete pipe 1100D , 24 inch reinforced concrete pipe 1250D , and 18 inch reinforced concrete pipe 1500D, in Delaware , ,Huntington, and Seventeenth Streets , and the permanent storm drain easement in this paragraph hereinafter described, from a manhole to be constructed in the Easterly one-half of Delaware Street 37 .5 feet South of the intersection of Delaware Street with the Easterly extension of the center line of Wichita Avenue ; thence Northwesterly in Delaware Street to the permanent storm drain easement described as:. The Northerly 5 .00 feet of Blocks 2203 and 2204, and the Southerly 5 .00 feet. of Blocks 2303 and 2304, of _the East Side Villa Tract , as shown by map on file in Book. 4, Page 65 of Miscellaneous Maps , Records of Change County, California; thence continuing in said easement to a catch basin to be con- structed in the Easterly one-half of Huntington Street , the center line of which is also the center line of the above described ease- ment , using 652 feet of 36 inch reinforced concrete pipe 1100D; together with: A catch basin in the Westerly one-half of Huntington Street , the center line of which is 55 feet South of the center line of Wichita Avenue at its intersection with Huntington Street, and being connected to the catch basin to be constructed as afore- said in the Easterly one-half of Huntington Street and Wichita Avenue , using 68 feet of 18 inch reinforced concrete pipe 1500D . A catch basin to be constructed in the Westerly one- half of Huntington Street, the center line of which catch basin is 55 feet North of the center line of Wichita Avenue at its intersection with Huntington Street , and which catch basin is also connected with the catch basin to be constructed in the Easterly one-half of Huntington Street as aforesaid by 68 feet of 30 inch reinforced concrete pipe 1100D , and thence Northerly in the Westerly one-half of Huntington Street , using 632 feet of 30 inch reinforced concrete pipe 1100D and 721 feet of 18 inch reinforced concrete pipe 1500D , to a catch basin and six feet of concrete cross gutter to be constructed in Huntington Street 116 feet South of the intersection of Huntington Street with the center line of Cleveland Street . The removal of the existing 24 inch CMP in the common intersection of Wichita Avenue and Huntington Street . -12- A catch basin in the Southerly side of Yorktown avenue and the street right of way described as: The Easterly 10.00 feet of the Westerly 40.00 feet of the Northerly 10.00 feet of Block 2403 of said East Side Villa Tract , the center line of which is 65 .0 feet East of the center line of Huntington Street at its intersection with Yorktown Avenue ; thence Northerly in Yorktown Avenue using 64.5 feet of 18 inch reinforced concrete pipe_1500D to a catch basin to be constructed in Yorktown Avenue and the street right of way described as: The Westerly 43 .00 feet of the Southerly 10.00 feet of Block 2503 and an additional 193 .14 square feet of said Block 2503 for a 30 foot radius return, all of the aforesaid East Side Villa Tract , the center line of which catch basin is 66 .5 feet East of the center line of Huntington Street at its intersection with Yorktown Avenue ; thence from said catch basin Westerly in the aforesaid street right of way and Huntington Street, using 81 feet of 18 inch reinforced concrete pipe 1500D, to a manhole to be con- structed in the common intersection of Yorktown ,avenue and Huntington Street 31 feet North of the center line of Yorktown Avenue and 19 feet West of the center line of Huntington Street, and thence continuing Westerly in Yorktown ,avenue and the street right of way described as: Lot B, Block 2502 of said East Side Villa Tract , using 43 feet of 24 inch reinforced concrete pipe 1250D, to a catch basin to be constructed in the aforesaid Lot B . Block 2502 and Yorktown Avenue , the center line of which_ is 65 feet West of the center line of Huntington Street at its intersection with Yorktown Avenue , and thence continuing Northwesterly using 108 feet of 24 inch reinforced concrete pipe 1250D through the aforesaid Lot B, Block 2502 , and Seventeenth Street , to a catch basin to be-con- structed in the Northwesterly side of Seventeenth Street and the following described street right of way: That portion of Lot 20, Tract 77 , as shown by map on file in Book 10, Page 20 of Miscellaneous Maps , Records of Orange County, California , described as: Beginning at the most Southerly corner of said Lot 20; thence North 390 15 ' 30" East along -13- the Southeasterly line of said Lot 20, a distance of 120.71 feet to the true point of beginning; thence North 500 44' 30 � West 15 .00 feet; thence North 390 15' 30`' East 16 .00 feet; thence South 50° 44' 30`' Fast 15 .00 feet; thence South 390 15' 30 Nest 16 .00 feet to the true point of beginning, the center line of which catch basin prolonged to its intersection with the center line of Seventeenth Street is 205 .35 feet South- westerly of the intersection of Huntington Street with Seventeenth Street; Together with the removal of the existing CMP in the common intersection of Yorktown Avenue and Huntington Street . (7) A,LA,BAMA► STREET SYSTEM. A reinforced concrete pipe storm drain and storm drain system composed of 45 inch reinforced concrete pipe 1000D and 1300D , 39 inch reinforced concrete pipe 1100D and 1500D , -36 inch reinforced concrete pipe 1100D, 33 inch reinforced concrete pipe 1100D and 2000D , 27 inch reinforced concrete pipe 1100D , catch basins , manholes and junction structures commencing at .a manhole to be constructed in the Northerly one-half of Adams Avenue 65 .5 feet East of the center line of Alabama Street at its intersection with Adams Avenue ; thence Southwesterly in Adams Avenue to its intersection with Alabama Street , and thence Southerly in both sides of Alabama Street to its intersection with Palm Avenue ; thence Westerly in the Northerly side of Palm Avenue to a man- hole to be constructed in Palm Avenue 81 feet 'Nest of the center line of Lake Street at its intersection with Palm Avenue ; together with: A catch basin to be constructed in the Easterly side of Lake Street, the center line of which catch basin is 82 feet North of the center line of Palm Avenue at its intersection with Lake Street, and being connected to a ,junction structure to be con- structed within said storm drain system 51 feet East of said center line of Lake Street in the Northerly one-half of balm Avenue , using 71 feet of 18_ inch reinforced concrete pipe 1500D . A catch basin to be constructed in the Northerly one-half of Palm Avenue , the center line of which is 88.50 feet West of the center line of Lake Street at its intersection with Palm Avenue , and being connected with said storm drain system to be constructed in the Northerly one-half of Palm Avenue , using 20 feet of 24 inch reinforced concrete pipe 12500 . -14- A, catchbasin to be constructed in the Southerly side of Palm Avenue , the center line of which catchbasin is 87 feet West of the center line of Lake Street at its intersection with Palm Avenue , and being connected to said storm drain system to be constructed in the Northerly one-half of Palm Avenue , using 29 feet of 18 inch reinforced concrete pipe 1500D . The removal of Five existing catch basins and the sealing at their outlet pipes , together with the saw cutting of existing sidewalk two feet, six inches from the existing curb face , and removal and reconstruction of 143 feet of two foot by four inch concrete sidewalk on the Northerly side of Palm Avenue from its intersection with Lake Street to a point therein 162 feet West of its intersection with the center line of Lake Street , the removal of the existing curb upon the Northerly and Southerly sides of Palm Avenue from its intersection with Lake Street to a point in Palm Avenue 65 feet West of said center line of Lake Street , and the construction and installation in said area of concrete curb and gutter and 2290 square feet of asphalt concrete cap, and in Lake Street for a distance of 60 feet South and 60 feet North of the center line of Palm Avenue . Two catch basins , one on each side of Alabama Street , the center lines of which are 57 .5 feet North of the center line of Nashville Avenue at its intersection with Alabama Street, and each to be connected to a junction structure to be constructed in said storm drain line 60 feet North of said center line of Nashville Avenue by 34 feet of 18 inch reinforced concrete pipe 1500D Westerly and 7 feet of 18 inch reinforced concrete pipe 1500D Easterly. Two catch basins , one on each side of Alabama Street, the center lines of which are 55 feet South of the center line of Joliet Avenue at its intersection with Alabama Street , and each to be connected to a junction structure to be constructed in said storm drain line 49 .5 feet South of said center line of Joliet Avenue by 21 feet of 18 inch reinforced concrete pipe 1500D . A catch basin to be constructed in the Westerly one-half of Albbama Street , the center line of which is 145 feet South of the center line of Indianapolis Avenue at its intersection with Alabama Street , thence Easterly using 21 feet of 18 inch reinforced concrete pipe 1500D to a junction structure to be constructed in said storm drain line which is 136 feet South of said center line at Indianapolis Avenue ;thence continuing Easterly using 20 feet of 18 inch reinforced concrete pipe 1500D to a catch basin in the Easterly one-half of Alabama Street which is 134 feet South of said center line of Indianapolis Avenue . (8) FLORIDA STREET SYSTEM. A reinforced concrete pipe storm drain and storm drain system, using 24 inch reinforced concrete pipe 1750D, commencing at a junction structure to be constructed in the common inter- section of Florida Street with Adams Avenue 22 feet East of the -15- center line of Florida Street, and thence Northerly in Adams ,venue and Florida Street, using 24 inch reinforced concrete pipe 1.750D to two catch basins to be constructed in Florida Street , one upon the East side and one upon the West side of Florida Street , with the center line of each catch basin being 478.5 feet North of the center line of Adams Street at its intersection with Florida Street, and with said catch basins being connected to said storm drain to be constructed .in Florida Street , using 40.5 feet of 18 inch reinforced concrete pipe 1500D . (9) BEACH BOULEVARD SYSTEM. The construction and installation of a reinforced concrete pipe storm drain and storm drain system commencing at a catch basin with an additional eight inch high by twenty-four inch wide opening at ground level and a vertical grating of exposed reinforced steel to be constructed in the Westerly side of Beach Boulevard, the center line of which catch basin is 1014 feet South of the intersection of Beach Boulevard with the center line of Adams Street , and thence from said catch basin Easterly in Beach Boulevard, using 110.5 feet of 48 inch reinforced concrete pipe 1400D , to a catch basin, with the centerline of said catch basin being also 1014 feet South of the said center line of Adams Street, and thence continuing Easterly in Beach Boulevard and that certain permanent storm drain easement described in Paragraph B(2) of this section, and using 359 feet of 38 inch high and 60 inch...wide elliptic reinforced concrete pipe 1100D to an angle point to be constructed in the right of way of the D-1 Channel , and thence continuing Southeasterly in said channel right of way, using 32 feet of said 38 inch high by 60 inch wide elliptic reinforced concrete pipe 1100D , to an outlet structure to be constructed in said D-1 Channel . (10) D-1 CHANNEL. A, storm drain channel in a 100 foot permanent storm drain easement described in Paragraph B(1) of this section, and herein referred to as the D-1 Channel, from the existing concrete channel lining, the Northerly terminus of said concrete channel lining being 93 feet North of the center line of Atlanta Avenue at its intersection with the Southerly prolongation of said D-1 Channel, to the headwall of said D-1 Channel to be constructed at the intersection. of said D-1 Channel with the Southerly right of way line of Adams Street, ..and including The reconstruction of the existing berm around said existing concrete channel lining, the construction of two inch thick asphalt concrete ramps over sterilized soil upon the -16- Easterly and Westerly sides of said concrete channel lining, and extending from the Northerly terminus of said existing channel lining Southerly to a point in Atlanta avenue 12 feet North of the center line of Atlanta Avenue , the removal of 130 feet of existing chain link fence on Atlanta Avenue at its intersection with said permanent storm drain easement, the construction of 140 feet of five foot high chain link fence enclosing said existing concrete channel lining upon the East , South, and West sides thereof, and the construction of a six foot high chain link fence on the slope upon the East and West sides of said D-1 Channel, and extending from the five foot high chain link fence to be constructed as aforesaid to the Easterly and Westerly boundary lines of said D-1 Channel, and including in said fencing twelve foot wide gates on both the East and West sides thereof. The construction of 60 feet of concrete encasement of an existing 18 inch reinforced concrete pipe extending Easterly and Westerly across said D-1 Channel between Stations 127* 00 and 128+00 of said D-1 Channel as shown on said plans . The removal of the existing masonry fence within the right of way of said D-1 Channel on Indianapolis Avenue at its intersection with said channel , and the construction of six foot high chain link fences with twelve foot wide gates , 1900 square feet of two inch thick asphalt concrete pavement over sterilized soil in said D-1 Channel, and redwood headwalls , in said D-1 Channel upon each side of its intersection with Indianapolis Avenue for a distance of 70 feet North and 70 feet South of the center line of Indianapolis Avenue , with said redwood headwalls being connected. by a 72 inch by 44 inch CIQ; The lowering of 144 feet of the existing 15 inch re- inforced concrete pipe by 1 .46 feet to 2 .23 feet between the existing manholes in the Southerly side of Indianapolis Avenue at its intersection with said D-1 Channel; The construction of an eight inch vitrified clay pipe sewer line in Seven Seas Lane , with manholes , trenching, and backfilling, from an existing manhole to be reconstructed in the common intersection of Seven Seas Lane and Indianapolis Avenue 204 feet West of said D-1 Channel center line to a manhole to be constructed in the existing sewer line in the common inter- section of Seven Seas Lane and Driftwood Circle 199 .69 feet South thereof; also, the construction of a manhole in the exist- ing sewer line in Indianapolis Avenue 75 feet East of the center line of said D-1 Channel and the abandonment of the existing -17- sewer line between a point 75 feet Easterly and 204 feet Westerly of the center line of said D-1 Channel. Redwood headwalls connected by a 48 inch CMP in said D-I Channel for a distance of 22 feet North and 22 feet South of the center line of an earth roadway crossing said D-I Channel at Station 15650 of said plans; the construction of -100 feet of said 25 foot wide earth roadway extending Easterly and Westerly through said D-1 Channel, for a distance of 50 feet Easterly of the center line thereof and 50 feet Westerly of the center line thereof, to replace that portion of an existing oil field roadway that is to be removed by said D-1 Channel storm drain construction. The construction of 111 feet and 76 feet of 8 inch masonry block retaining wall upon the Westerly side of said D-I Channel from Station 157-$1-88 to Station 159-1-18 and from Station 161-*1-06 to Station 161.'',60, respectively, of said plans ; the construction of 115 feet of a 25 foot wide dirt roadway extending in an Easterly and Westerly direction through said D-1 Channel , the intersection of the center line of which roadway with said D-1 Channel is Station 160-4-80 of said plans , for a distance of 50 feet Easterly of the center line of said channel and 50 feet Westerly of the center line of said channel to replace that portion of an existing oil field roadway that is to be removed by said D-1 storm channel construction; the construction of redwood headwalls between Station 160r'56 and 161-;-04 of said plans connected by a 48 inch CIvIP; the construction of 58 feet 6 inches of six foot high chain link fence upon the headwall at the intersection of said D-1 Channel with the Southerly boundary line of Adams Street , then for a distance of 30 feet South thereof upon each side of said D-1 Channel , and then 12 foot wide gates across the roadways thereof . The construction of four inch portland cement concrete channel lining with steel mesh from the aforesaid channel headwall to a point in said D-I Channel 140 feet Southerly thereof . B. The acquisition for the public purposes herein expressed of the following described easements and rights of way situated in the City of Huntington Beach, County of Orange , State of California: (1) The following described real property in the North- west one-quarter (U? 1/4) of Section 12 , Township 6 South, Range 11 West , San Bernardino Base and Meridian: A strip of land 100.00 feet wide by 1960.73 feet long , more or less , lying 50.00 feet, measured radially or at right angles , to the following described center line , except as said strip is -18- intercepted between the below described Northerly line of Tract 4649 and a line lying 30.00 feet Southerly of the Northerly line of said Section 12: Beginning at a point on the Northerly line of Tract 4649 as recorded on Pages 44 to 46 of Book 162 of Miscellaneous Maps on file in the Recorder's Office of said County, said point being 558 .13 feet distant and bearing North 890 48' 38" East along said Northerly line of Tract 4649 from the intersection of the center line of Knoxville Street and the Westerly line of said Section 12 as per Tract 3595 recorded on Wages 19 to 20 of Book 137 of said Miscellaneous Maps , said Northerly line of Tract 4649 also being radial to the first described course ; thence along a curve concave Westerly, having a radius of 4,200.00 feet, a distance of 697 .82 feet and a central angle of 90 31 ' 10" to a tangent reversed curve , concave Easterly, and having a radius of 1 ,600.00 feet; thence Northerly along said curve a distance of 274 .39 feet and a central angle of 9° 49 33" to the intersection with the center line of the real property- hereinafter described in Section 1B(2) , and continuing along said curve an additional distance of 318.40 feet and a central angle of 11° 24' 07" (or a total distance of 592 .79 feet and a central angle of 21° 13'. 40") to a tangent reversed curve , concave Westerly, and having a radius of 1 ,600.00 feet; thence Northerly along said curve a distance of 340.12 feet and a central angle of 12° 10' 47" to a tangent line which is parallel to and 558.11 feet Easterly of said Westerly line of Section 12; thence North 0° 39' 391 West along ,said parallel line a distance of 330.00 feet more or less , to said line lying 30.00 feet Southerly of the Northerly line of Section 12 . (2) strip of land 10 .00 feet wide by 348 .25 feet long, more or less , lying 5 .00 feet, measured at right angles , to the following described center line , except as said strip is intercepted between a line parallel to and 88.00 feet Easterly of the Westerly line of said Section 12 and the Westerly line of the real property described in Section 1B(1) hereof: Beginning at a point on the Westerly line of Section 12 lying 1014.00 feet South 00 39' 39" East along said Westerly line of Section 12 from the Northwest corner of said Section 12; thence North 89' 48' 32" East a distance of 486 .25 feet to the above described centerline of the real property described in Section 1B(1) hereof . (3) A strip of land 30 .00 feet wide by 230.13 feet long, more or less, which is the Southerly 30.00 feet of the Northerly 60.00 feet of the Westerly 508.13 -feet of the Northwest -19- one-quarter (W 1/4) of Section 12 , excepting the Westerly 278.00 feet thereof previously dedicated as street right of way. (4) A strip of land 20.00 feet wide by 348 .25 feet long, more or less , lying adjacent to, contiguous with and Northerly of the real property described in Section 1B(2) hereof; and bounded Easterly and Westerly by the same lines as described in said Section 1B(2) . (5) A strip of land 20.00 feet wide by 348 .25 feet long, more - or less , lying adjacent to, contiguous with, and Southerly of the real property described in said Section 1B(2) ; and bounded Easterly and Westerly by the same lines as described in said Section IB(2) . (6) That portion of Lot 22 , Block 1702 , Section 5 of the Vista Del Mar Tract as recorded on Page 15 of Book, 4 of Miscellaneous Maps on file in the Recorder's Office of said County, described as follows; Beginning at the Southwesterly corner of said Lot 22 , thence Northerly 50.00 feet along the Westerly line of said Lot 22 to a tangent curve , concave Northeasterly, having a radius , of 30.00 feet; thence Southerly and Easterly along said curve to a tangent line which is parallel to the Southerly line of said Lot 22 , thence 5 .00 feet Easterly along said tangent line to the Westerly line of said Lot 22; thence 20.00 feet Southerly along said Westerly line to the Southerly line of said Lot 22; thence 35 .00 feet Westerly along said Southerly line to the point of beginning; Excepting the Westerly 27 .00 feet therefrom. (7) The Westerly 19.00 feet of the Southerly 20.00 feet of Lot 23 , Block 1702, Section 5 of the Vista Del Mar Tract , as recorded on Page 15 of Book 4 of Miscellaneous Maps on file in the Recorder's Office of said County. (8) That portion of the Northerly 225 .00 feet of Block 2405 , Eastside Villa Tract , as recorded on Page 65 of Book 4 of Miscellaneous Maps on file in the Recorder's Office of said County, described as follows: Beginning at the Northwesterly corner of said Block 2405; thence Easterly along the Northerly line of said Block 2405 a distance of 43 .50 feet; thence Southerly 10.00 feet to a line parallel to said Northerly line of Block 2405; thence Westerly along said parallel line a distance of 13 .50 feet to the beginning of a tangent curve , concave Southeasterly, having a radius of 30.00 feet; thence Westerly and Southerly along said tangent curve to -20- the Westerly line of said Block 2405; thence Northerly along said Westerly line a distance of 40.00 feet to the point of beginning. (9) The Southerly 5 .00 feet of the Westerly 286 .44 feet of Lot 12 , Block H, Tract No. 7 , as recorded on Page 8 of Book 9 of Miscellaneous Maps on file in the Recorder's Office of said County . (10) The Northerly 40.00 feet of the Southerly 45 .00 feet of the Westerly 286 .44 feet of the Southerly one-half of Lot 12 , Block H, Tract No. 7 , as recorded on Page 8 of Book 9 of Yliscellaneous. Naps on file in the Recorder 's Office of said County. (11) The Southerly 5 .00 feet of Lot 21, Block H, Tract No. 7 , as recorded in Book 9, Page 8 of Miscellaneous Iviaps on file in the Office of the County Recorder of Orange County, California . (12) The Northerly 5 .00 feet of Lot 22 , Block H. Tract No. 7 , as recorded on Page 8 of Book 9 of Miscellaneous Maps on file in the Recorder's Office of said County . (13) The Northerly 5 . 00 feet of the Westerly 130.44 feet of Lot 13 , Block H, Tract No . 7 , as recorded on Page 8 of Book 9 of Miscellaneous Maps on file in the Recorder' s Office of said County. (14) The Northerly 5 .00 feet of the Westerly 156 .00 feet of the Easterly 170 .00 feet of the Northerly 125 .00 feet of Lot 13 , Block H, Tract No. 7 , as recorded on Page 8 of Book 9 of Miscellaneous Maps on file in the Recorder's Office of said County. (15) The Southerly 10.00 feet of Lot B , Block 2805 , of the Eastside Villa Tract, as recorded on Page 65 of Book 4 of Miscellaneous Maps on file in the Recorder 's Office of said County . (16) The Northerly 40.00 feet of the Southerly 56 .00 feet of Lot B , Block 2805 of the Eastside Villa Tract , as recorded on Page 65 of Book 4 of Miscellaneous Maps on file in the Recorder's Office of said County. (17) The Southerly 10.00 feet of Block 2806 of the Eastside Villa Tract, as recorded on Page 65 of Book 4 of Miscel- laneous Maps on. file in the Recorder's Office of.. said County. (18) The Northerly 40.00 fdet of the Southerly 50.00 feet of Block. 2806 of the Eastside Villa Tract, as recorded on Page 65 of Book 4 of Miscellaneous Maps on file in the Recorder's Office of said County. -21- (19) The Northerly 33 .00 feet of Block 2203 of the Eastside Villa Tract , as recorded on Page 65 of Book 4 of Miscellaneous Maps on file in the Recorder's Office of said County. (20) The Southerly 5 .00 feet of Block 2304 of the Eastside Villa Tract, as recorded on Page 65 of Book 4 of Miscellaneous Maps on file in the Recorder's Office of said County . (21) The Northerly 20.00 feet of the Southerly 25 .00 feet of Block,2304 of the Eastside Villa Tract, as recorded on Page 65 of Book 4 of Miscellaneous Maps on file in the Recorder's Office of said County. (22) The Easterly 10.00 feet of the Westerly 40 .00 feet of the Northerly 10.00 feet of Block 2403 of the Eastside Villa Tract, as recorded on Page 65 of Book 4 of Miscellaneous Maps on file in the Recorder's Office of said County. (23) Lot B of Block 2502 of the Eastside Villa Tract, as recorded on Page 65 of Book 4 of Miscellaneous Maps on file in the Recorder's Office of said County. (24) That portion of Lot 20, Tract 77 , as recorded on Page 20 of.-Book 10 of Miscellaneous Maps on file in the Recorder's Office of said County, described as follows: Beginning at the most Southerly corner of said Lot 20; thence North 39 15' 30" East along the Southeasterly line of said Lot 20 a distance of,, 120.71 feet to the true point of beginning; thence North 50* 441 30" West 15 .00 feet; thence North 39 15' 30" East 16 .00 feet - thence South 50' 441 3011 East 15 .00 feet; thence South 390 15? 30" West 16 .00 feet to the true point of beginning . (25) That portion of the Westerly 147 .50 feet of the Southerly 75 .00 feet of Block 2503 of the Eastside Villa Tract , as recorded on Page 65 of Book 4 of Miscellaneous Maps on file in the Recorder's Office of said County, described as follows: Beginning at the Southwest corner of said Block 2503 ; thence Northerly 40.00 feet along the Westerly line of said Block 2503 to a tangent curve , concave Northeasterly, having a radius of 30.00 feet; thence Southerly and Easterly along said curve to a tangent line which is parallel to the Southerly line of said Block 2503 ; thence 13 .00 feet Easterly along said tangent line to. a line parallel to the Westerly line of said Block 2503; thence 10 00 feet Southerly along said parallel line to the Southerly line of said Block 2503 ; thence 43.00 feet along said Southerly line to the point of beginning. -22- 2 . The location and extent of said proposed acquisition and improvements will involve the construction of the above de- scribed improvements upon the streets and rights of way as here in- before set forth. 3 . The boundaries of the district to be specially assessed to pay any part of the cost of the proposed acquisition and improvements are as shown upon a map or plat on file in the office of the City Clerk, which said map or plat indicates by a boundary line the territory to be included in the proposed assess- ment district, and which said map or plat governs for all details as to the extent of said proposed district; said map or plat is designated: "MAP OF ASSESSNENT DISTRICT 6402, CITY OF HUNTINGTON BEACH." 4. The statute or law under which it is proposed to conduct proceedings for said acquisition and improvement is the Improvement Act of 1911 of the State of California, Division 7 of the Streets and Highways Code of the State of California, with improvement bonds to be issued pursuant to the provisions of said Improvement Act of 1911 . BE IT FURTHER RESOLVED that the City Engineer be , and he hereby is directed to prepare a written report containing all of the information required by Section 2825 Streets and Highways Code of the State of California upon the proposed improvement . Said City Engineer is hereby authorized to employ such clerical assistance as shall be necessary in compiling the information -23- required in said report . ADOPTED the 7th day of February, 1966 ATTEST: \ '` May of fo Paul C. Jones by4 Cit. Clerk y Deputy City Clerk STATE OF CALIFORNIA ) COUNTY OF ORANGE . ) s s: CITY. OF HUNT INGTON BEACH) I, PAUL C. JOKES , the duly elected, qualified and acting City Clerk of the City of Huntington Beach, and ex- officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is five; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meting thereof held on the 7th day of February , 1966 , by the following vote: AYES: Councilmen: Welch, Gisler, Lambert, Shipley NOBS: Councilmen: None ABSENT: Councilmen: Stewart Paul C Jones City Clerk by -24- Deputy City Clerk