Los Angeles daily herald., 1889-07-14


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 10 Wesley ave-
nue.; thence on Wesley avenue to right OF way
of the Southern Pacific Railroad Company, pc
tween Les Angeles and Santa Monica; thence
along sait 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 70 pc 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 III
will be circular, of the equivalent capacity
The material in the construction OF the SAID
sewer to consist of brick, cement concrete and
The estimated cost is $4,000.
SOUTHERN INTERFERING SEWER.
Commences at the intersection OF Grand ave-
nue. and J fferson street and runs In south
eastery direction on Jefferson street to the
Southern Charter boundary; thence along said
o. boundary to Santa Fe avenue thence northerly
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
commencing point to the east end OF the eros
ing of the river shall be six million gallons per
twenty-four hours, and The materials in its
construction shall consist Of either brick or
toned point to the terminus the size to be
twenty inches, and to be of vitri6ed salt-glazed
The estimated cost is 10000.
CENTRAL INTERcEPTING SEWER.
Comm ences at the inter, ection of Jefferson
street and Grand avenue, aud runs nor therly
on Grand avenue toiWashipgton street, thence
easterly along Wa hjngton street to Peru street;
thence northerly on Peru TO Vel street, thence
easterly on Vejar to Hawthorne street; thence
northerly on hawthorne to point about 300
feet north of Eighth street; thence easerly aud
along the southerly boundary OF the Schearer
land to Lemon street, thence on Lemon north
erlv to Seventh street; thence on Seventh to
Tulip street; thence on Tulip northerly to Sixth
street. thence easterly on Sixth street and lis
extension through lands Of j. Regant to Ander-
sou 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 az follows:
From commencing point to l Hill ana an was VA, q, d
inches thence to Maple ave ue 3feet inches
by 5 feet inches: thence oval, feet by feet
6inches to Hawthorne street; thence oval, 2
feet 10 inches by a feet inches 10 Alameda
street; thence val. feet 8 inches by a feet to
Tulip street, thence oval, feet inches by .
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
18inch to Downey avenue; thence circular 10
inch to Hayes and Arroyo seco streets
The material in oval sewers to be bIlck,
cement and concrete; and IN the ciIcular ar
sewers, vitrified salt GLAZED pipe, excepting at
the river crossing, which will be OF boiler or
castlron
Inc eStlmdteu cost OF tnls heWer is Plit,OOo'
WESTERN INTERCEPTING 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 nc ar said boundary to the
The form, size and materials in the construc-
tion of said sewer shall be as follows:
From commencing point TO washington
street, circular, twenty -four inches internal
diameter of vitrifed salt-glezed pipe, or the
equivalent capacity in brick OF oval form.
TrA, tha latte ftAn nnh
minal, it will be ircular with inside diameters
OF 20 inches to Ninth street, is inches TO Eighth
street and Is inches to Temple street. The
material in construction to be vitrifed salt
glazed pipe.
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 street
to Macy street.
The TO m and internal diameters OF said
sewer to be as follows: From Ninth street to
Seventh stree oval feet inches by feet
inches; thence oval feet by teet 10 slxta
8 inches to Palmet o street; thence oval feet
8 inches by feet inches to Huber street;
thence oval feet 6 inches by feet inches to
Second street: thence oval 2 feet by. feet 10
Jackson street; thence circular "a lhcnes TO
Also street; thence cil cular 20 inches to Macy
street.
The material in the construction of said
sewer to COT sist of brick, concrete, cement and
vitr fed salt glazed pipe am
The estimated cost is sos, 900.
FLOWER AND NINTH STREET STORM sEWKR
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,
theuce on Third to Flower street, thence on
Flower to Ninth street, thence o. Ninth street
eaNerly to the Los Angles river, theuce par
ALA 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 Ihlrd
retr al A foot nv
oval feet 2 inches by feet 3 inches to
Flower and Niuth streets; thence oval feet 10
inches By feet inch iet hy Neth tee ana
Maple aveuue thence circular feet inches
to Molfskiu street; thence circular z feet
inches to Hawthorne street; thence circular .
feet to Alameda street; thence circular feet
to the Los Angeles river; thence in a fiume 10
feet wide to the southern city patent boun'
dairy .
The material in the construction of said
sewer TO consist of brick, concrete, cement and
The estimated cost is $275.0 900.
ELYsIAN HILLS STORM SEWER.
The Elysia Hill sto' N sewer commences at
a point under Zapja Madre in the property OF
the Capitol Milling Company in the city OF Los
Angeles, and runs easteriy across Alameda
street to Exchange street; thence along Ex-
change to San F. rnsndo street; thence TO Mis-
sion street; thence easterly along Mission to
Bloom street; thence southerly in the prolonga
tion of Bloom street to the Los Angeles river;
The form of said sewer to be circular, with a
capacity TO ulscnafBe loV cupic ieet per
second.
The material in its construction to consist of
brick, cement. concrete and iron.
The estimated cost is $3O,OOO.
ARROYO DE Los Posos STORM SEWER.
Commences on Ali.0 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
The esti mated cost ia $4,000.
HoLLENBECK-ARRoYo STORM SEWER.
The sewer commences at point Where the
extension of Sixth street would intersect An
derson street, and runs easterly on the pro-
nosed Second d-street extension to proposed
strf ct in Hollenbeck arroyo; thence northerly
along said street to Louisiana avenue.
The delivery of said sewer at Its outlet to be
ITO cubic feet per sc cond.
The material In its construction to be brick,
iron and cement.
The estimated cost is $35 900.
KuHRTs-srREET STORM SEWER.
Commences on Kunrts street at Lamar street
and runs easterly on Kuhrts to Workman street.
The size and form of said sewer from Lamar
to Walnut Is oval two feel 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 to be brlck ana
cement. 90 ooo
The estimated cost is Sc. .o00
MoZART-sTREET STORM SEWER.
Commences at Lamar and Kuhrts streets,
and runs easterly on Mozart street to workman