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HomeMy WebLinkAbout04/08/1929118 City Hall, Monday, April 8th., 1929 =7 :30 P. M. City Council met in adjourned session -Mayor L. F. Sinsheiraer presiding. Fresent: Chas. Forbes, L. J. Defosset, H. E: Cox, John Chapek, L. F. Sinsheirrer. Absent: None. The following applications for permit to build were granted on motion'of H. R: Cog seconded by John Chapek with the provision that the builders therein named who have not taken license, do so: - 14 stub sewer connections Monterey Street betti °jeen Grove and Andrews St. H. C. Kinsman - Residence and Garage Block 1 Fixlini Tract Cost 29500.0 Dr. 67. D. & Katie A. Butter- Residence and Garage Block 2 Fixlini Tract Cost 99000.0 Mrs. Margaret Pirie - Duplex House and Garage Lot 2-Block 4 Central Add",,.Cost 59300.0 W, N. Banks - Residence and Garage Pt. Lot 2 Block 49 Reeds Add Cost 20500.0 Albert Nelson - Residence Pt. Lot 1-Block 81 Cost 1,000.0 A. J. Ball -Store Room Lot 14.Block 124 I:. & C. Addn Cost 100.0 The merchandising Bond of Manuel Machado Curie, Surety Isabelle G. Avila, was ap- proved and the Surety accepted' on motion of Chas.. Forbes seconded by L. J. Defosset. R. J. The application of the Loyal Order of Moose for license for Carnival was referred to the Commissioner of Public Health and Safety for report to the Council on motion of Chas. Forb seconded by H.H. Cox. Petition of-A. Pd. Burns for transfer of license for Soft Drinks and Cigars Sideline at 1034 Morro Street to Mrs. Iva B. Campbell was referred to the Commissioner of Public Health and Safety for report to the Council on motion of H. E. Cox seconded by Chas. Forbes. The petitions of Martin and Kustel for permit to install one 5500 gallon under- ground-gasoline Storage tank at Service Station corner Marsh and Osos Streets, and also, a tank of the same capacity at the Quality Super Service Station, corner of Higuera and Nipomo Streets, also the petition of W, L. Nichols for permit to install an underground gas tank of 10,000 gallon capacity at the El Camino Service &tation at 311 Higuera Street, were referred to the Commissioner of Public Health and Safety for report to the Council on motion of Chas. Forbes seconded by H. E. Cox. On motion of Chas. Forbes seconded by John Chapek the applications of the Santa Maria Gas Company for permit to break pavement at intersection of Monterey and Morro Streets, at Monterey and Chorro Streets and at Marsh and Garden Streets, were referred to the Com- missioner of Public 1.7orks for report. The following applications for permit to connect with the City Sewer were granted on motion of H. E. Cox seconded by L. J. Defosset. ',Walton & Potter - 2 connections on Howard Street between Second and Third Streets. A. C. Goodchild - 14 stub sewer connections Monterey Street betti °jeen Grove and Andrews St. J. L. Gaxiola - Francis Street between Broad Street and Victoria Street. James Miller - bionterey Street between Grove Street and Ida Street. Falter Olnev Smith - Ielt. Pleasanton Drive between Yeinecke Street and Murray Avenue. Iy. A. Brouillet - Mitchell Drive between Chandler and Tenbrook Street. Tom Collins - Mitchell Drive between Broad and Lulu Streets. :'. W. Skinner - Lawrence Drive between Broad Street and Story Street. Camilo Soto - Kitchell Drive between Tenbrook Street and Story Street, R. J. Gearing - Lawrence Drive between Tenbrook and Broad Streets. 67. J. Smith - San iiiguel Avenue between Buena Vista avenue and Santa Ynez Avenue. Eugene J. Gratton - Santa Maria Avenue betwaun Buena Vista and Santa Ynez Avenues. George E. Reed - Buena Vista Street between Highway and IEicCollum Street. 'walter H. Vogel - State highway between Buena Vista Avenue and Santa Maria Avenue. 9 1 1 1 1 1 1 1 1 1 1 119 The petition of E. J. Gratton for permit to place a barber pole at 662 Higuera Street granted on motion of L. J. Defosset seconded by Chas. Forbes. The petition of Tamo Bros: and of 0. tocklausen for permit to hang lectric Signs at 717 and 723 Higuera Street, respectively, were granted on motion of L. J. Defosset second- ed by Chas. Forbes. Application of the Golden Rule Service Station (by M.. F. Burke) for permit to in- stall a 10,000 gallon underground gasoline storage tank was granted, on motion of L. J.:De- fosset seconded by Chas. Forbes, with the provision that the installation be done under the supervision of the City :�,igineer and in accordance with the rules and regulations of•the National Board: of Fire Underwriters, and,..with the.further provision, that the, tank be re- moved at the pleasure of the Council. Petition of Merrifield Music Company for.permit to install a gasoline tank at rear of store at 786 Higuera Street was again laid over. On motion of L. J. Defosset seconded by H.:3..Cox the petition of Joe Duchi for transfer of license for ZodginE_ Home at 964 Chorro St�°gQt to Peppino_.Pedrazzi was granted:' This being the date fixed,:by the Council, in accordance with published notices, for receiving bids for the construction of the Lonterey Street Storm Drain (Resolution of Intention No. 265"(New Series), the following is a list of all bids received which were publicly opened and read. On motion,of Chas. Forbes seconded by L. J. Defosset all Bids read were referred to the City Engineer for calculations and extensions: Summary of Bids follow: Z. J. Bevanda, Stockton, California. 1049.70,Cu. Yds. Conc.Culvert 805.53 Sq.' Ft. Sidewalk 131.20 Liii'. Feet Curb 24.0 Lin. Feet Fart Circle march Culvert 179.0 Lin. Feet 12" Corr. Iron Pipe 1 Catch Basin ITO. 10 5 n n n 11 4 Fraiaes and Grate Fleming Construction Company, Pamona, California. 1049.70 Cu. Yds. Con. Culvert 805.53 Sq. Ft. Sidewalk 131.20 Lin. Feet Curb 24.0 Lin. Feet Part Circle Arch Culvert 179.0 Lin. Feet 12" Corr..Iron Pipe 1 Catch Basin No. 10 5 " it it 11 4 Frames and Grates E.'J. Gass, 1107 Vermont Avenue, Los Angeles, California. 1049.7 Cu. Yds. Cone. Culvert 805.53 Sq. Ft. Sidewalk 131.20 Line Feet Curb 24'.00-Lin. Feet Part Circle Arch Culvert 179.00 Lin. Feet 12" Corr. Iron Pipe 1 Catch Basin ITo. 10 5 n n " 11 4 Frames and Grates Santa "daria Construction Company. Santa Maria. California. 1049.70 Cu. Yds. Cone. Culvert 805.53-Sq. Ft. Sidewalk 131.20 Lin. Feet Curb 24.00'Lin'. Feet Part Circle Arch Culvert 179.0 Lin. Feet 12" Corr. Iron Pipe 1 Catch Basin Ido. 10 5 n n if 11 4 Frames and Grates L $ 24.50 .......$ 259717.65 @ $ 22.00 .......$ 23,093.40 Q.20 a..e..* .25 ....... 201.38 @ 5000 000.000 1.00 ....... 131.20 G 4.00 ...sees 96.00 @ 4900 .ease.. .716900 @ 50000 00.000. 50.00 @ 50.00 e...... 250.00 @ 15.00 goes... 66:•00) Total ....... -'279222.23 @ $ 22.00 .......$ 23,093.40 Q.20 a..e..* 161.11 @ - 975 .a...6. 98.40 @ 5000 000.000 120.00 @ 4000 ...sees 716.00 @ 50000 a *..... 50.00 @ 50000 9680860 250.00 o 20.00 6......' 80.00 Total .......j 2 @ 0 25.60 4......$ 26,872.32 @ .20 agog... 161.11 @ 1000 6066600 131.20 w 5900 .sees.. 120.00 C2650 0600060 447.50 60.00 ease... 60.00 70.00 ....... 350.00 C 20,00 ..sees. 80.00 Total .'...... 28t222.13 @ $ 20.87 .......$ 21,907.24 @ .205....... 165.13 650 6090669 65.60 @ 4.00 ..seas. 96.00 @ 1.40 ease... 250.60 @ 40.00 sees... 40.00 C 40.00 :sees.. 200.00 @ 10000 .eves.. 40.00 Total oessesoo 22,764e57- 1`0 Theo. his P,laino, San Luis Obispo, California. 1049.70 Cu. Yds. Co-a. Culvert © $ 19.60 24.57 ....... 259791.13 805.53 Sq. Ft, Sidewalk 920 .some.. 0.22 9..99.9 177.22 131.20 Lin. Feet Curb L 78.72 075 ....... 98.40 24.0 Lin. Feet Part Circle Arch Culvert Q 179.0 4.80 090,0,. 115.20 179.0 Lin. Feet 12 "'Corr. Iron Pipe C? Catch Basin No, 10 :.2.94 *'a 0,0 526626 1 Catch Basin No. 10 Q Q 64..40 ..memo. 64.40 5 n it it 11 Q '26,00 67.30 oee...: 336.50 4 Frames and Grates Total e9.....$ 21,%11989 21.60 :....99 86.40 35000 9,909 „ 175000 @ Total ..so... 27 Robert Metcalf, Los Angeles, California. Total ... . ... r 219036990 24.60 1049.70 Cu. Yds. Con Culvert Q e-26906 0.000.. e090944 279355.18 805.53 Sq. Ft. Sidewalk @ C5000 .25 memo... 201.38 131.20 Lino Feet Curb Q 537000 050 ....... 65.60 24.0 Lin, Feet Part Circle Arch Culvert Q ....... 2.00 "1*:,. 48.00 179.0 Lin. Feet 12" Corr. Iron Pipe Q ....... 1975 .... *me 313.25 1 Catch Basin No. 10 Q 50900 .00...0 50.00 5 IT if n 11 Q 25.00 ......0 125.00 4 Frames and Grates @ 20900 .ease.. 80900 Total ...00..$ 289238.41 R. A. Watson, 1026 McCadden Place, Los Ankeles, California. 1049.70 Cu. Yds. Con Culvert Q 22.87 ....so,$ 249006.64 805.53 Sq. Ft. Sidewalk Q .25 ..0.00. 201038 131020 Lin. Feet Curb Q e75 .90..00 98.40 24.0 Lin. Feet Part Circle Arch Culvert Q 3050 000.000 84.00 179.0 Lin. Feet 12 "'Corr. Iron Pipe C? 2040 .mass.. 429.60 1 Catch Basin No. 10 C 60000 00.00.. 60000 5 " if " 11 Q 75900 ..same. 375.00 4 Frames and Grates Q 15000 0000.00 60.00 Total ....... 26,315902 Fredrickson & Watson, Oakla:d, California. 1049.7: Cu. Yds. Con. Culvert © $ 19.60 .......gyp 20,574.12• 805.53 Sq. Ft. Sidewalk ® 920 .some.. 161.11 131.20 Lin. Feet Curb Q 960 0999090 78.72 24.0 Lin, Feet Part Circle Arch Culvert © 4000 9090090 96.00 179.0 Lin, Feet 12" Corr. Iron Pipe Q '2960 .9..99. 465.40 1 Catch Basin No, 10 U 32.50 ,so...0 32.0 5 IT " " 11 Q 40,00 ..ease. 200,00 4 Frames and Grates ® '26,00 .9.99.. 104.00 2.20 .000900 393980 Total e9.....$ 21,%11989 San Jose Paving Co:, San Carlos & Dupont Streets, San Jose, California._ 1049.70' Cu.' Yds'o Con, Culvert 805.53 Sq.' Ft.' Sidewalk 131.20 Lin. Feet Curb 24.0 Lin. Feet Part Circle Arch Culvert 179.0 Lin. Feet 12" Corr. Iron Pipe 1 Catch Basin No. 10 5. . It IT " 11 '4 Frames and Grates San -Atas Construction Co., San Luis Obispo, California. 1049.70 Cu. Yds: Con. Culvert 805.53 Sq.' Ft.' Sidewalk 131.20 Lin: Feet Curb 24.0 Lin. Feet Part Circle Arch Culvert 179.0 Lin. Feet 12" Corr: Iron Pipe 1 Catch Basin No. 10 5 n. n n 11 4 Frames and Grates Granite Construction'Company, Watsonville, California. 1049.70 Cu. Yds. Con. Culvert 805.53 Sq. Ft. Sidewalk 131,20 Lin. Feet Curb 24.0 Lin. Feet Part Circle Arch Culvert 17900 Lin. Feet 12" Corre Iron Pipe 1 Catch Basin No. 10 5 IT if If 11 4 Frames and Grates Oberg Bros., 3470 Hollenbeck Avenue, Los Angeles, California. 1049.70 Ciz. Yds: Con. Culvert 805.53 Sq. Ft. Sidewalk 131.20 Lin. Feet Curb 24.0 Lin. Feet Part Circle Arch Culvert 179.0 Lin. Feet 12" Corr, Iron Pipe 1 Catch Basin No.. 10 5 IT -a, 11 4 Frames and Grates @ 24.11 ..00.99$ 259308.27 Q020 020 ....... 161.11 0 950 ....... 65.60 Q3.70 78.72 .0000.0 88.80 ® 2.75 090..os 492.25 Q 45000 00.090. 45,00 Q 45900 ..some. 225.00 Q '15000 :...... 60.00 39000 Total .99.... 26,446.03 Q $ 23.46 me.....$ 249625996 Q 020 0..00.9 161,11 ® 960 00..0.9 78.72 3950 00.0099 84900 a 2.50 0000099 447.50 ® 39900 0090900 39900 a 39000 0099009 195.00 Q 15000 .9000.9. 60.00 Total 259691.29 Q 19.10 .99,9.e$ 209049927 9 920 0990900 161.11 ® 060 0909900 .7897.2 Q3.50.0909090 84,00 ® 2.20 .000900 393980 C 35.00 35.00 0 35000 9,909 „ 175000 @ 15000 909.099 990.9.. 60900 Total ... . ... r 219036990 24.60 9..o...$ 251822962 B 020 0.000.. 161.11 Q 050 9900990 65960 C5000 .099990 120000 Q. 3900 0000009 537000 Q 75000 .90990.0 75000 Q75.00 ....... 375.00 25.00 .000900 100.00 Total ....... 279256.33 I D 1