Los Angeles daily herald., 1889-07-11
o,lncil Of The CITY Of Los Anae


THE CITY OF LOS ANGELES.
The Mayor and Council Of the CITY Of Los Ange-
les, do orddtn as fottol0s:
SECTION l. That the public int est and ne
cessity of the city OF Los Angeles demands that
constrnc nction of certain public sewers, the cos
of which will be too great to be paid out OF the
ordinary annual income and revenue OF the
SEC s. The system of sewers mentioned in
Section l of this ordinance is more particularly
described as follows, to wit:
oUTFALL SEWER.
The outfal sewer Is 10 commence at the IN
tersection of Grand avenue and JEFFERSON street,
aud run westerly on Jefferson TO Wesley ave
nue.; thence on Wesley avenue to right OF way
of the Southern Pacific Railroad Company, oe-
tween Les Angeles and Santa Mnnica thence
along eaid right of way to Ballona station;
thence along and near the county road from
said station to he Pacific ocean
The form and size of said sewer 70 pc Oval,
with inter- al transverse and vertical d1ameters
OF four and six feet, except at the crossing OF
Ballona creek aud at the ocean END, where IL
will be circular, OF the equiyaient caPagh!, W!
The material in the construction OF tne salq
sewer to consist OF brick, cement, concrete ana
iron ooo
SOUTHERN INTERFERING SEWER.
Commences at the intersection of Grand ave-
nue. and ] ferson street and runs in south
eastery direction on Jefferson street 10 tne
Southern Charter boundary; thence along ssld
boundary to Santa Fe avenue; thence nortnerly
on Santa Fe avenue to the Patent boundary:
thence eaSteYly on the Gat6DJ DOuuudry W lts
intersection with Hostetter avenue.
The full bore capacity OF said sewer from lts
commencing point 20 the east end of the cros-
ing of the river shall be six million gallons per
tweuty.f four hours, and the materials in its
construction shall consist OF either brick or
salt glazed vitrified pipe. From the last men
toned point to the terminus the size to be
twenty inches, and to be of vitrifed salt-glazed
The estimated cost is 100000.
CENTRAL INTERCEPTING SEWER.
HrYn of N tor nf
street and Grand avenue, and runs nor therly
on Grand avenue to,Washipgton street, thence
easterly along Wa hington street to Peru street;
thence northerly on Peru to Vejar street. thence
easterly on Vejar to Hawthorne street; thence
northery on hawthorne to point about 800
feet north of Eighth street; thence easerly ana
along the southerly boundary of the Schearer
land to Lemon street; thence on Lemon north
erlv to Seventh street; thence on seventh 70
Tulip street; thence on Tulip northerly to sixth
street; thence easterly on Sixth street and its
extension through lands of j. 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.
ton OF said sewer shall be as follows
From commencing point to Hill and Was h.
ington Streets oval 3 feet 10 inches by feet 8
inches; thence to Maple ave ue feet inches
by 5 feet inches: thence oval, 3 feet by feet
6inches to Hawthorne street; thence oval,
street; thence oval 2 feet inches by 4 feet to
Tulip street; thence oval, feet inches by
feet 8 inches to Los Angeles River; thence
across the river with 80 inch iron pipe; thence
circulsr 24-inch to Mission street; thence oval
A feet by feet to Kuhrts street; thence circular
1s'inch to Downeey avenue; thence circular To-
inch to Hayes and Arroyo Seco streets
The material in oval sewers to be brlck,
cement and concrete; and in the circular
sewers, vitrified saltglazed pipe, excepting az
the river crossing, which will be OF boiler or
cast-lron -
The estimated cost of this sewer is $174 900.
WESTERN INTERPRETING SEWER.
Commences a. 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 emple street.
The form, size and materials in the construc-
ton OF said sewer shall be as follows:
street, circuiar, twenty-fou inches internal
diameter OF vitrihed salt.g glazed pipe, or the
equivalent capacity in brick OF oval form.
From the latter mentioned point to It's ter
minal it will be ,ircular with inside diameters
of 20 inches to Ninth street, is inches 10 Eighth
street and 10 inches to Temple street. The
Estimated cost Of this sewer is 100000.
ALAMEDA STREE STORM SEWER.
The Alameda street storm sewer commences
at the intersection of Ninth and Alameda
streets and uns northerly on Alameda seree1
to Macy street
sewer to be as follows; From Ninth street to
Seventh street oval feet inches by q feet 3
inches; thence oval feet by feet to sixth M
Q inches to Palmet o street; thence oval feet
8 inches by 5 feet inches to Huber street;
thence oval 8 feet inches by 5 feet 3 inches to
Second street; thence oval feet by feet o
Jackson street; thence circular "a ipches to
Aliso street: thence circular 20 inches to Macy
street.
The material in the construction of said
sewer to consist OF brick. concrete cement and
vitr fed salt glazed pipe
The estimated cost is $4,000.
CTR MT
The Flower and Ninth street storm sewer
commences at the intersection OF Beaudry ana
Second streets and runs easterly on SECOND 10
theoce on Third to Flower street, thence on
Flower to Ninth street. thence or 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 sald
sewer to be as follows:
From the said commencem point to Third
and Flower Streets oval feet by ieet thence
oval feet 2 inches by feet inches to
Flower and Ninth streets; thence oval feet 10
inches by feet 3 inches to Ninth and Olive
streets; thence oval feet by feet6 inches TO
Maple avenue; thence CIRCULAR feet inches
to Molfskil street; thence circular feet
inches to Hawthorne street. thence circular
feet to AlaL eda street; thence circular feet
to the Los Angeles river; thence in Hume lO
feet wide to the southern city patent boun'
dairy.
The material in the construction of said
sewer 10 consist of brick, concrete, cement and
The estimated cost is $275.0OO.
ELYsIAN HILLS STORM SEWER
The Elysia Hill storm sewer ommences at
point under Zapja 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-
Bloom street, thence .outherly in the prolonga.
tion of Bloom street to the Los Angeles river.
The form of said sewer to be circnlar with
capacity to discharge 100 cubic feet per
second.
The material in its construction to consist OF
brick, cement. concrete and iron.
The estimated cost is $4,000.
ARROYO DE LOS pesos STORM SEWER.
Commences on Aliso street at the Los Ange-
les 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 ST.. 900.
HoLLENBECK-ARRoYo STORM SEWER.
The sewer commences at point where the
extension of Sixth street would intersect An
derson street, and runs sasterly on the pro-
posed Second-street extension to proposed
sire ct In Holle nbeck arroyo; thence northerly
along said street to Louisiana avenue.
The delivery OF said sewer at its outlet to be
1l0 cubic feet per second.
The material In its construction to be brick,
iron and cement.
The estimated cost Is $35 0OO
KUHRTs-sTREET STORM SEWER.
Commences on Kuhrts street at Lamar street
and runs easterly on Kuhrs TO Workman street.