Los Angeles daily herald., 1889-06-15

NSsNhADNS 1O1AN'ot
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
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 dismeters
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 INTERFERING SEWER
Commences at the intersection of Grand ave-
nue. and Jefferson street and runs in a south
Southern Charter boundary; thence along said
boundary to Santa Fe avenue; thence northeTly
thence easterly on the Patent boundary to its
intersection with Bostetter avenue.
The full bore capacity of said sewer from its
e river to the shalt be END six m
lion gallons per twenty-four hours and the
materials in its construction shall consist Of
the last mentioned point to the terminus the
size to be twenty inches, and to be of vitrifed
salt glazed pipe.
The estimated cost is $50, 900 90.
CENTRAL INTERPRETING 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 Vejar to Hawthorne street; thence
northerly on Hawthorne to point about 300
feet north of Eighth street; thence easterly Snd
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
-l,- Nth .krD
extension through lands of J. Regain to Ander
son street; thence on Anderson to First street;
thence northerly on Anderson to Also street:
thence northeriy along the east side OF the
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 feet 8
inches; thence to Maple avenue, feet inches
by feet 6 inches; thence oval, feet by feet
inches to Hawthorne street; thence oval. 2
feet 10 inches by feet inches to Alameda
street; thence oval, 2 feet inches by 4 feet to
feet inches to Les Angeles River; thence
across the river with 80 inch iron pipe; thence
circular 24inch to Mission street; thence oval
feet by feet to Kuhrts street; thence circu.
lar 19inch to Downey avenue; thence circular
15.iDch to Hayes and Arroyo Seco streets.
The material in oval sewers 70 be brick,
sewers, vitrifed saltglazed pipe, excepting at
the river crossing. which will be OF boiler or
cast-irOn.
The estimated cost of this sewer is $174, 600
WESTERN INRERCEPTING SEWER
Commences at the intersection of Jefferson
street and Wesley avenue and runs westerly on
Jefferson to the west city boundary; thence
| norther!y along and mes said boundary TO the
west end of Temple street.
The form, size and aterials 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 saltglazed pipe or the
equivalent capacity in brick of oval form.
From the latter mentioned point to It's 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
i glazed pipe.
The estimated cost of this sewer is $50 900.
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 Niuth street 10
3 inches; thence oval feet by feet 10 Sixth
street; thence oval feet 10 inches by 5 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 3 feet to
Jackson street, thence circular "a inches to
street.
The material in the construction of said
sewer TO consist OF brick, concrete, cement ana
vitrifed salt-glazed pipe.
The estimated co is sos, 900.
FLOWER AND NINTH STREET STORM SEWER
The Flower and Nipth-street storm sewer
commences at the intersection of Beaudry and
Second streets ana 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 6 feet thence
oval 4 feet inches by feet inches TO
Flower and Ninth streets; thence oval 4 feet 10
streets; thence oval feet by 7 feet inches to
Maple avenue; thence circular feet inches
to Wolfskll street; thence circular z feet Q
inches to Hawthorne street; thence circular
feet to Alameda street; thence circular feet to
the Los Angeles river; thence in fiume 1Ofeet
wide to the southern city patent boundary.
The material in the construction OF SAID
sewer to consist of brick, concrete cement and
wood.
The estimated cost is 1915 900,
ELYsIAN HILLS STORM SEWER
The Ely sian Hill storm sewer commences at
point under Zanj 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 Elk
change to San Fernando street; thence to Mis-
sion street; thence easterly along Mission to
Bloom street; thence southeIly in the prolonga-
ton OF Bloom street to inc Los Angeles river.
The form of said sewer to be circular, With
Il capacity to discharge 100 cubic feet per
second.
The material in is construction to consist Of
BRICK cement, concrete and iron.
The estima ted cost is $50, 600
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 Pesos.
The capacity of the said sewer to be 400 cubic
feet per second.
The material in the construction to be brick
6nd cement
The estimated cost is $12 coo.
HoLLENBECK-ARRoYo STORM SEWER,
The sewer commences at a point where the
extension of Sixth street would interkect An
derson street, and runs easterly on the pro-
posed Second-steeet extension to a proposed
street in HolleHbeck 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 in its construction 10 be brick,
iron and cement
The estimated cost is $35 900.
KUHRTs-STREET STORM SEWER.