Los Angeles daily herald., 1889-07-19


described as follows, to wit:
oUTFALL SEWER
| Ihe outfall sewer is to commence at the in
tersection of Grand avenue and Jefferson street
ana run westerly on Jefferson to Wesley ave
nue.; thence on Wesley avenue to right of way
of the Southern Pacific Railroad Company, be
tween Les Angeles and Santa Monica; thence
along said right OF way to Ballona station
Il 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 il
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 $44O. 900.
| SOUTHERN INTERFERING SEWER.
| Commences at the intersection of Grand ave-
| nue. and j. ferson street and runs in south
| easterly direction on Jefferson street to the
southern Charter boundary; thence along said
| on Santa Fe avenue to the Patent boundary:
| thence easterly on the Patent boundary to It's
intersection with Hostetter avenue.
| The full bore capacity of said sewer from its
commencing point to the east end of the cros-
ing of the river shall be six million gallons per
twenty-four hours, and The materials in its
saltglszed vtrifed pipe. From the last men
| toned point to the terminus the size to be
twenty inches, and to be of vitrifed salt-glazed
| pipe.
The estimated cost is 100000.
| CENTRAL INTERCEPTING SEWER.
| Commences at the intersection of Jefferson
street and Grand avenue, and runs nor therly
| on Grand avenue tosWaehipgton street; thence
easterly along Washington street to Peru street;
thence northerly on Peru TO Vej jar street; thence
easterly on Vejar to Hawthorne street; thence
| northerly on hawthorne to point about 800
feet north of Eighth street; thence easterly and
along the sOutherly boundary of the Schearer
| land to Lemon street; thence on Lemon north
erly to Seventh street; thence on Seventh to
tr,A AfvtI,
street; thence easterly on Sixth street and its
extension through lands of ]. Regan to Ander-
son street; thence on Anderson to First street;
thence northetly 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-
ton OF said sewer shall be as follows:
From commencing point to Hill and WASH.
ington streets. oval, 3 feet 10 inches by 3 feet
inches; thence to Maple avep ne, 3 feet inches
by feet inches: thence oval, feet by feet
6 inches to Hawthorne street; thence oval,
feet 10 inches by a feet inches to Alameda
street; thence oval feet inches by feet to
Tulip street; thence oval, feet inches by 3
feet inches to Los Angeles River; thence
across the river with 80 inch iron pipe; thence
circular 24-inch to Mission street; thence oval
feet by feet to Kuhrts street; thence circular
18-inch to Downey avenue; thence circular Is
inch to Hayes and Arroyo Seco streets.
The material in oval sewers to be brick,
cement and concrete and in the circular
sewers vitrifed saltglazed pipe, excepting at
the river crossing, which win be of boiler CT
cast-lron.
The estimated cost of this sewer is $174,ooO
WESTERN INTERCEPTING 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.
The FORM size and materials in the construc-
tion of said sewer shall be as follows:
From commencing point TO Washington
diameter of vitrified salt-glazed pipe, or the
equivalent capacity in brick of oval form.
From the latter mentioned point to its ter
minal, it will be circular 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 $6O, 1000.
ALAMEDA Street 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 form and internal diameters of said
sewer to be as follows: From Ninth street to
Seventh street oval feet inches by feet
inches; thence oval feet by feet to Sixth
street; thence oval 3 feet 10 inches by 5 fest
9 inches to Palmet o street; thence oval feet
8 inches by feet 8 inches to Huber street;
thence oval feet inches by 5 feet inches to
Second street, thence oval 2 feet by 3 feet 10
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. concrete, cement and
vitr fed salt glazed pipe
The estimated cost is $65,OOO
FLOWER AND NINTH STREET STORM sEwRR.
The Flower and Ninth street storm sewer
commences at the intersection OF Beaudry and
second streets and runs essterly on second to
Pearl street, thence on Pearl to Third street,
thence on Third to Flower street, thence on
Flower to Ninth street, thence o. Ninth street
easterly to the Los Angeles river, thence par
allel with the river to the patent city boundary;
The internal diameter5 and form OF SAID
sewer to be as follows:
From the said commencement point to Third
and Flower streets, oval 4 feet by 6 feet; thence
oval 4 feet 2 inches by feet inches to
Flower and Ninth streets; thence oval feet 10
inches by z feet inches To Ninth aud olive
streets; thence oval feet by feet6 inches to
Maple avenue; thence circular Z feet inches
to Nolfskill street; thence circular Z feet 9
inches to Hawthorne street; thence circular
feet to AlaB. eda street; thence circular feet
to the Los Angeles river; thence in fiume 10
feet wide to the southern city patent boun'
Diary.
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.
The Elysia Hill stol m sewer commences at
point under ZaDja Madre in the properly OF
Angeles, and runs easterly across Alameda
street to Exchange treet thence along Ex-
change to San F. rnando street; thence to Mis-
sion street thence easterly along Mission TO
Bloom street, thence .outherly in the prolonga
ton of Bloom street to the Los Angeles river;
The form of said sewer to be circular with
capacity to discharge 100 cubic feet per
second.
The material in its construction to consist of
brick, cemeut, concrete and iron.
The estimated cost is $4,000
ARROYO DE LOS pesos STORM SEWER.
Commences OIL Ali.o 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 $12 900.
HoLLENBECK-ARRoYo STORM SEWER.
The sewer commences Mt point where the
extension of Sixth street would intersect An
deTson street, and runs easterly on the pro-
posed Second-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 second
The material In its construction to be brick,
iron and cement.
The estimated cost is $35, 900.
KUHRTs.sTREET STORM SEWER.
Commences on Kuhrts street at Lamar street
and runs easterly on Kuhrts sto Workman street.
The size and form of said sewer from Lamar
to Walnut is oval, two feet 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 brick and
cement.
The estimated cost is $4,000.
MozARTsTREET STORM SEWER.
Commences at Lamar and Kuhrts streets,
and runs easterly on Mozart street TO workman
street.
The size and form of said sewer from Lamar