Los Angeles daily herald., 1889-06-19
The Mayor and Council of the City of Los angeles

| the ordinary annual income ana revenue OF tnt
| City of Los Angeles.
| SEC. 2, The system OF sewers mentioned in
| Section of this ordinance is more particularly
| described as follows, to wit
| oUTFALL SEWER.
| The outfall sewer is to commence at the in
| tersection of Grand avenue and Jefferson street
and run westerly on Jefferson to Wesley
| avenue; thence on Wesley avenue to right OF
| way of the Southern Pacific Railroad Company,
| between Los Angeles and santa Monica; thence
| along said right of way to Ballona station
| thence along and near the county road from
| said station to the Pacific Ocean.
| The form and size of said sewer to be oval,
with internal transverse and vertical diGmeters
| of four and six feet, except at the crossing of
| Ballona creek and at the ocean end, where it
will be circular, OF the equivalent capacity.
| The material in the construction of the said
sewer to consist of brick, cement, concrete and
| iron.
The estimated cost is $440. 900.
| SOUTHERN INTERCEPTING SEWER.
Commences at the intersection of Grand ave-
| nue. and Jefferson street and runs in south
| easterly direction on Jefferson street to the
| Southern Charter boundary; thence along said
| boundary to Santa Fe avenue; thence nortberly
on santa Fe avenue to the Patent boundary;
| thence easterly on the Patent boundary to its
| intersection with Hostetter avenue
| The full bore capacity OF said sewer from its
crossing Of the river shall be six mil.
| materials in its construction shall consist of
either brick or salt glazed vitriied pipe. From
the last mentioned point to the terminus the
size to be twenty inches, and to be OF yitrifed
| salt glazed pipe.
The estimated cost is $6O, 900 90.
CENTRAL INTERCEPTING SEWER.
Commences at the intersection of Jefferson
| street and Grand avenue, and runs northerly
on Grand avenue to Washington street; thence
easterly along Washington street to Peru street,
thence northerly on Peru to Vejar street; thence
! easterly on Veiar to Hawthorne street; thence
northerly on Hawthorne to point ABOUT 500
| feet north of Eighth street, thence essterly and
along the southerly boundary OF the Schearer
| land to Lemon street; thence on Lemon north
erly to Seventh street; thence on Seventh to
Tulip street; thence on Tulip northerly to Sixth
| street; thence easterly on sixth street and its
extension through lands OF ]. Regan to Ander
son street, thence on Anderson to First street;
| thence northerly on Anderson to Also street,
| thence northerly along the east side Of the
| official river bed to the intersection OF Hayes
and Arroyo Seco streets.
The FORM size and material in the conktruc-
| tion of said sewer shall be as follows:
From commencing point TO Hill and Wash.
| ington streets, oval feet 10 inches by feet 8
| inches; thence to Maple avenue 3 feet inches
| by feet 6 inches; thence oval, 3 feet by feet
6 inches to Hawthorne street; thence oval. 2
| feet 10 inches by 4 feet inches to Alameda
street; thence oval, 2 feet inches by feet to
Tulip street; thence oval, feet inches by 3
| feet inches to Los Angeles River; thence
| across the river with 30 inch iron pipe; thence
| circular 24-inch to Mission street; thence oval
feet by feet to Kuhrts street; thence cireu-
| lar 18-inch to Downey avenue; thence circular
| lO'luCn TO nay eS anu ATTOyO oeCO blTeeth.
| The material in oval sewers 10 be brick,
cement and concrete; aud in the circular
sewers vitrified salt-glazed pipe, excepting at
| the river crossing, which will be OF boiler or
The estimated cost OF this sewer is $174 600
WESTERN INRERCEPTING SEWER
Commences at the intersection of Jefferson
street aud Wesley avenue and runs westerly on
| Jefferson to the west city boundary; thence
northerly along and near said boundary to the
| west end of Temple street
The form, size an 4 materials in the construc-
| ton of said sewer shall be as follows:
From commencing point to Washington
| street, circular, twenty-four inches internal
diameter of vitrifed salt-glazed pipe, or the
| equivalent capacity in brick of oval form
| From the latter mentioned point to its ter
min u, it will be circular with inside diameters
of 20 inches to Ninth street, 8 inches to Eighth
| street and 15 inches to Temple street. The ms-
| terial in construction to be yitrifed salt
| glazed pipe.
The estimated cost of this sewer is $6O.O
ALAMEDA STREET STORM SEWER.
The Alameda street storm sewer commences
| at the intersection OF Ninth and Alameda
| streets and runs northerly on Alameda street to
| Macy street.
The form and internal diameters of said
| sewer to be as follows: From Ninth street to
Seventh street oval A feet 2 inches by feet
| 8 inches; thence oval 4 feet by feet 10 Sixth
street, thence oval 8 feet 10 inches by feet
8 inches to Palmetto street; thence oval feet
8 inches by 5 feet inches to Huber street
| thence oval 3 feet inches by 5 feet inches to
Second street; thence oval feet by feet 10
Jackson street; thence circular "a inches to
Also street; thence circular 20 inches to Macy
street.
The material in the construction of said
sewer to consist of brick, concrete, cement and
vitrified salt-glazed pipe
The estimated cost is 800, 600.
FLOWER AND NINTH STREET STORM SEWER.
The Flower and Ninth street storm sewer
commences at the intersection OF Beaudry and
Second streets and runs easterly on Second to
Pearl street, thence on Pearl to Third street,
thence on Third to Flower street, thence on
Flower to Ninth street thence on Ninth street
easterly to the Los Angeles river, thence par
allel with the river to the patent city boundary.
The internal diameters and form OF said
sewer to be as follows:
| From the said commencement point to Third
| and Flower streets, oval feet by feet; thence
oval feet 2 inches by 6 feet 3 inches to
Flower and Ninth streets; thence oval feet 10
| inches by 7 feet inches to Ninth aud Olive
streets; thence oval feet by 7 feet g inches to
Maple avenne; thence circular feet inches
| to Wolfskill street; thence circular z feet
| inches to Hawthorne street. thence circular 8
feet to Alameda street; thence circular feet to
| the Los Angeles river; thence in f1ume 10 feet
wide to the southern city patent boundary. g,
| The material in the construction of said
sewer to consist OF brick, concrete, cement and
wood
The estimated cost is $275,00o
| ELYsIAN HILLS STORM SEWER.
| The Ely.ian Hill storm sewer commences at
| a point under Zanja Madre in the property of
| the Capitol Milling Company, in the city of Los
Angeles, and runs easterly across Alameda
| street to Exchange street; thence along EX-
change to San Fernando street; thence to Mis-
| sion street; thence easterly along Mission to
| Bloom street; thence soutbefly in the prolonga-
| tion of Bloom street to The Los Angeles river.
| The form of said sewer to be circular, with
| a capacity to discharge 100 cubic feet per
| second.
The material in i Is construction to consist Of
| brick, cement concrete and iron.
| The estim ated cost is $4,000.
| ARROYO DE Los POsos STORM SEWER.
| Commences on Also street at the Los Angeles
| river and runs easterly on Also street TO the
| Arroyo de los Pesos.
| The capacity of the said sewer to be 400 cubic
| feet per second.
The material in the construction to be brick
| and cement
The estimated cost is $4,000,
NEUTRALITY-SUSPICIOUS. STORM SEWER.
The sewer commences at a point where the
| extension of Sixth street would lntersect An
| derson street, and runs easterly on the pro-
| posed Second .steeet extension to a proposed
Street in HoleIbeck arroyo; thence northerly
along said street to Louisiana avenue,
| The delivery of said sewer at its outlet TO be
| 110 cubic feet per second.
| The material in its construction to be brick,
| iron and cement
The estimated cost is $35, 900.
| KUHRTs-sTREET STORM SEWER.
| Commences on Kuhrts street at Lamar street
and runs easterly on Kuhrts to Workman street
i The size and form of said sewer from Lamar
to Walnut is oval, two feet eight inches by four
feet; thence oval, two feet six inches by three
feet nine inches to Chestnut street, thence oval
two feet by three feet to Workman street;
The material in construction 10 be brick and
cement.
The ehtimated cost is SO 600
MOZART STREET STORM SEWER
Commences at Lamar and Kuhrts streets, ant
| r1n a Mozart street