Los Angeles daily herald., 1889-06-17
The Mayor and Council of the city Of Los angeles


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 On Jefferson to h4 Wesley ey
way of the Southern Pacific Railroad Company
between Los Angeles and Santa Monica; thence
along said right of way to Ballona stst tion
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 diameters
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 $40 900.
SOUTHERN INTERPRETING SEWER.
Commences at the intersection of Grand ave-
nue. and jefferson street and runs in south
easteIly direction on Jefferson street to the
Southern Charter boundary; thence along said
boundary to Santa Fe avenue; thence northeIly
on Santa Fe avenue to the Patent boundary
thence easterly on the Patent boundary to its
intersection with h hostetter avenue.
The full bore capacity of said sewer from its
crossing cHs s'of Of the the river shall be six mil,
lion gallons per twenty-four hours and the
materials in its construction shall consist Of
either brick or salt glazed vitrified pipe. From
the last mentioned point to the terminus the
size to be twenty inches and to be of vitrifed
salt glazed pipe.
Inc estlnaleu Cost Is fOO,UUOO w.
CENTRAL INTERCEPTING SEWER.
Commences at the intersection of Jefferson
street and Grand avenue, and runs norherly
on Grand avenue to Was hington street; thence
easterly along Washington street to Peru street;
thence northerly Oh 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
land to Lemon street. thence on Lemon north
erly to Seventh street; thence on Seventh to
Tulip street; thence on Tulip northerly to Sixth
extension through lands of ]. Regsn to Ander
| son street; thence on Anderson to First street;
| thence northerly on Anderson to Aliso 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-
| ton of said sewer shall be as follows:
From commencing point to Hill and Wash
| ington streets, oval feet 10 inches by 5 feet
| inches; thence to Maple avenue, feet inches
| by feet inches; thence oval, 3 feet by 4 feet
6 inches to Hawthorne street; thence oval, 2
| feet 10 inches by 4 feet inches to Alameda
| street, thence oval, feet inches by feet to
Tulip street; thence oval, feet 6 inches by 3
| feet 9 inches to Les Angeles River thence
| across the river with 80 inch iron pipe; thence
circnlsr 24-inch to Mission street; thence oval
| feet by feet to Kuhrts street; thence circu-
lar 18inch to Downey avenue; thence circular
| 15.inch to Hayes and Arroyo Seco streets.
| The material in oval sewers 20 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 $174, GOO.
WESTERN INRERcEPTING SEWER
| Commences at the intersection of Jefferson
street aud Wesley avenue and runs VT sterly on
| Jefferson to the west city boundary; thence
northerly along and near said boundary to the
| west end of Temple street.
The form, size and materials in the construc-
ton of said sewer shall be as follows:
From commencing point to Washington
| diameter of vitriied salt-glazed pipe. or the
equivalent capacity in brick of oval form.
| From the latter mentioned point to Its ter
min al it will be circular with inside diametere
of 20 inches to Niuth street 1S inch es to Eighth
| street and Is inches to Temple street The ma
| teIial in construction to be vitIifed salt
glazed pipe.
The estimated cost of this sewer is $50 o0O
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 diam meters of said
sewer to be as follows: From Ninth street to
Seventh street oval 4 feet 2 inches by . feet
| 3 inches; thence oval 4 feet by 6 feet 10 Sixth
| street; thence oval feet 10 inches by feet
8 inches to Palmetto street; thence oval feet
| 8 inches by 5 feet inches to Huber street;
| thence oval feet inches by feet inches to
Second street; thence oval feet by 3 feet to
| Js ckson street; thence circular "a inches to
Also street; thence circular 20 inches TO Macy
The material in the construction of said
sewer TO consist of brick, concrete, cement and
| vitrifed sAlt-glszed pipe.
The estimated cost is SOS, 600.
FLOWER AND NINTH STREET STORM SEWER.
| The Flower and Ninh-street storm sewer
| commences at the intersection OF Beaudry ana
Second streets and runs easterly on Second to
| thence on Third to Flower street, thence on
| Flower to Ninth street thence on Ninth street
essterly to the Los Angeles river, thence par
| oli aIxUIf ri iUpr n q hDnnnATv
The internal diameters and form OF said
| sewer to be rs follows:
From the said com mencement point to Third
and Flower streets, oval feet by feet thence
| oval 4 feet inches by 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 inches to
| Maple avenne; thence circular feet = inches
| to Wolfskill street; thence circular feet
inches to Hawthorne street; thence circular .
feet to Alameda street; thence circular feet to
the Los Angeles river; thence in f1ume 10 feet
wide to the southern city patent boundary.
| The material in the construction of said
The estimated cost is $275, 900.
ELYsIAN HILLS STORM SEWER
| The Elysia Hill storm sewer commences al
| a point under Zanja Madre in the property o
the Capitol Milling Company, in the city of Los
Angeles, and runs essterly across Alameds
street to Exchange street; thence along Ex
| change to San Fernando street; thence to Mis-
sion Street; thence eastcrly along Mission tC
Bloom street; thence southerly in the prolonga
ton of Bloom street to The Los Angeles river.
The form of said sewer to be circular, With
a capacity to discharge 100 cubic feet pei
second.
The msterial III its construction to consist o.
brick, cement, concrete and iron.
u The estimated cost is $4,000
Il ARROYO DE Los Posos STORM SEWER.
Il Commences on Also street tthe Los Angeles
river and runs easterly on Also street TO the
Arroyo de los Pesos.
/ The capacity of the said sewer TO be 4oo cublt
| feet per second.
The material in the construction to be br!ch
| and cement.
| The estimated cost is $l2,0
/ NEUTRALITY-SUSPICIOUS. STORM sEWER.
| The sewer commences at q point where tbs
| extension of Sixth street would interFect An
derson street, and runs easlerly on the pro
posed Second .steeet extension to proposed
| street in Hollenbeck arroyo; thence northerly
along said street to Louisiana avenue.
| The delivery of said sewer at its outlet TO DC
| 10 cubic feet per second.
The material in its construction TO be orlcK
iron and cement
The estimated cost is $35 900.
KUHRTs-sTREET STORM SEWER.
Il Commences on Kuhtts street at Lamar stree
and runs easterly on Kuhrts to Workman street
i The size and form of said sewer from LANAI
to Walnut is oval, two feet eight inches by foul
feet; thence oval, two feet six inches by thret
feet nine inches to Chestnut street; thence oval
two feet by three feet to workman street.
The material in construction 10 be brick anC
cement
The estimated cost is $4,000.
MOZART sTREET STORM SEWER
Commences at Lamar and Kuhrts streets, snt
runs easterly on Mozart street to workman
street.
IRE size and form of said sewer from Lama