Los Angeles daily herald., 1889-06-16
The Mayor and Council Of the city Of Los AngeIe,
do Orddi1l as fOLlOWS;

uesCTlDeu dh lOllDWsi w VIII
oUTFALL sEWBR.
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 tstion;
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 dismeters
of four and six feet, except at the crossing of
| Bsllona 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 $40. 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 north erly
| on Santa Fe avenue to the Patent boundary
thence easterly on the Patent boundary to its
intersection with ostetter avenue
The full bore capacity Of said sewer from its
commencing point to the east end of the
lion gallons per twenty-four hours, and the
materials in its construction shall consist Of
either brick or saltglazed vitrifed pipe; From
the last mentioned point to the terminus the
size to be twenty inches, and to be OF vtttifed
salt gloZed pipe.
The estimated cost is $6O, 900 90.
CENTRAL INTERCEPTING SEWER.
Commences at the intersection of Jefferson
street and Grand avenue, and runs northery
on Grand avenue to Washington street; thence
easterly along Wsshing gton street to Peru street;
thence northerly on Peru to Vejar street; thence
easterly on Vejar to Hawthorne street; thence
northerly on Hawthorne to point about 300
| feet north of Eighth street, thence easterly and
| along the southerly boundary of the scheaIer
| 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 easIerly on sixth street and its
extension through lands of ]. Regap 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 construc-
tion of said sewer shall be as follows:
From commencing point to Hill and Wash
| ington streets, oval feet 10 inches by 5 feet 8
inches; thence to Maple avenue, feet inches
| by feet inches; thence oval, feet by A feet
| q incnes to Hawthorne street; thence oval, 2
| feet 10 inches by A feet 3 inches to Alameda
street; thence oval, 2 fee. 8 inches by 4 feet to
Tulip street; thence oval, feet inches by 8
feet inches to Los Angeles River; thence
| across the river with 80 inch iron pipe; thence
cir cnlsr 24.inch to Mission street; thence oval
feet by 6 feet to Kuhrts street; thence circu'
| lar 18-inch to Downey avenue thence circular
15inch to Hayes and Arroyo Seco streets,
The material in oval sewers 70 be brick,
cement and concrete; and in the circular
| the river crossing, which will be of boiler or
castiron.
The estimated cost of this sewer is STA COO.
WESTERN INRERCEPTING SEWER
Commences at the intersection of Jefferson
street and 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
| ton of said sewer ehall be as follows:
From commencing point to Washington
street, circular. twenty -four inches internal
a diorD nf Wit galf-p1AZpd
equivalent capacity in brick OF oval form.
From the latter mentioned point to Its ter
minsl, it will be circular with inside diameters
OF 20 inches to Ninth street. inches to Eighth
street and Is inches to Temple street. The ma
terial in construction to be vitrifed salt
| glazed pipe.
The estimated cost of this sewer is $50 600
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 feet 2 inches by feet
3 inches; thence oval feet by 6 feet TO Sixth
street, thence oval 3 feet 10 inches by 5 feet
8 inches to Palmetto street; thence oval feet
| 8 inches by feet inches to Huber sire It;
thence oval feet 6 inches by 5 feet inches to
Second street; thence oval feet by feet to
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, concre.e, cement and
vitrified salt-glaZed pipe.
The estimated COst is S65, 600.
FLOWER AND NINTH STREET STORM SEWER.
| The Flower and Ninth. street storm sewer
commences at the intersection of Beaudry ana
Second streets and runs easterly on Second TO
thence Oh Third to Flower street, thence on
Flower TO Ninth street. thence on Ninth street
essterly to the Los Angeles river, thence par
alel with the river to the patent city boundary.
| The internal djgmpterH and form OF said
| sewer 10 be as follows:
| From the said mmencement point TO Third
| and Flower streets, oval feet by feet; thence
oval feet inches by 6 feet inches to
| Flower and Ninth streets; thence oval feet 10
inches by feet inches to Ninth and Olive
| Streets thence oval feet by feet g inches to
Maple avenne; thence circular feet 6 inches
to Wolfskill street thence circular feet 8
| inches to Hawthorne street; thence circular 8
| feet to Alameda street, thence circular feet to
the Los Angeles rivet; thence in fiume 10 feet
wide to the southern city patent boundary. J.,
| The material in the construction OF SAID
sewer to consist of brick concrete, cement and
wood.
The estimated cost is $275 900,
| ELYsIAN HILLS STORM SEWER.
| Tho Ely .ian Hill storm sewer commences at
point under Zanja Madre in the property o.
| 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 southeily 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 is construction to consist OF
| brick, cement, concrete and iron.
| The estim ated cost is $780, 900.
| ARROYO DE LOS pesos STORM SEWER.
Commences on Also street at the Los Angeles
river and runs easterly on Also street TO the
Arroyo de los Posos
| 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 $12 900.
| HoLLENBECK-ARRoYo STORM SEWER.
The sewer commences at q point where the
extension of Sixth street would intersect An
derson street. and runs easterly on the pro-
posed Second steeet extension TO a proposed
street in Holleubeck arroyo; thence northerly
| along said street to Louisiana avenue.
The delivery of said sewer at its outlet to be
ITO cubic feet per second.
The material i'll its construction to be brick,
iron and cement
The estimated cost ia $35 900.
KUHRTs-sTREET STORM SEWER.
Commences on Kuhrts street at Lamar street
and runs easterly on Kuhrts to Workman street.
The size and form Of said tewer from Lamar
to Walnut is oval, two feet eight inches by four
feet nine inches 10 Chestnut street; thence oval,
| two feet by three feet to workman street.
| The material in construction 10 be brick and
| cement.
The estimated cost is SO 900.
| MOZART STREET STORM SEWER
| Commences at Lamar and Kubrts streets, and
runs easterly on Mozart street TO Workman
| street
The size and form of said sewer from Lamar
1 To- faaf A hos hxrE foot nDR