Los Angeles daily herald., 1889-07-16
The Mayor and counet! of the city of Los Ange

| les, do orddin as follOUs:
| SECTION l. That the public inte est and ne
| cessity of the city OF Los Angeles demands that
construction of certain public sewers, the cost
| OF which will be too great to be paid out of the
| ordinary annual income and revenue OF the
| City of Los Angeles.
| SEC 5. The system OF sewers mentioned in
| Section 1 of this ordinance is more particularly
| described as follows, to wit:
| oUTFALL SEWER.
The Outfal sewer is to commence at the In
tersection of Grand avenue and Jefferson street,
| and run westerly on Jefferson to Wesley ave-
| nue.; thence on Wesley avenue to right OF way
| tween Les 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 diameters
| OF four and six feet, except at the crossing OF
| Ballona creek and at the ocean end, where 1t
| 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 $440. 900.
| SOUTHERN INTERcEFTING SEWER.
| Commences at the intersection of Grand ave
| nue. and Jefferson street and runs In soutn-
| easterly direction on Jefferson street to the
/ Southern Charter boundary; thence along said
| boundary to Santa Fe avenue; thence northerly
on Santa Fe avenue to the Patent boundary:
| thence easteIly on the Patent boundary to It's
| intersection with Hostetter avenue,
| The full bore capacity of said sewer from It's
| 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 Drlck or
| salt.glszed vitriied pipe. From the last men
| toned point to the terminus the size 10 De
twenty inches, and to be of vitrifed salt-glazed
The estimated cost is 100000.
| CENTRAL INTERPRETING SEWER.
Commences at the inter- ection of Jefferson
street and Grand avenue, and runs nor therly
| on Grand avenue tolWashibgton street; thence
easterly along Was hington 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 800
feet north of Eighth street. thence easterly and
| 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 ana us
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.
| The form size and material in the construc-
| ton of said sewer shall be as follows:
ington streets, oval, feet 10 inches by 5 feet
| inches; thence to Maple ave ue, 3 feet = 1nches
| by feet inches thence oval, 3 feet by feet
| 6 inches to Hawthorne street; thence oval,
feet 10 inches by feet inches 10 Alameda
| street; thence oval. feet inches by A feet to
| Tulip street; thence oval, feet inches by .
| teet y 1nCneS TO LOS Angeles hlNeTt tuSuCe
across the river with 80 inch iron pipe thence
| circular 24-inch to Mission street; thence oval
A feet by feet to Kuhrts street; thence circular
l8.inch to Downey avenue; thence circular 10
| The material in oval sewers to be brlck,
cement and concrete; and in the circular
sewers, vitrifed salt'glazed pipe excepting al
the river crossing, which will be of boiler CT
| castIron -
The estimated cost of this sewer is $174,o 900.
| WESTERN INTERPRETING SEWER.
Commences al the intersection of Jefferson
| street and Wesley avenue and runs westerly on
| Jefferson to the west city boundary; thence
| northerly along and nC ar 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
street. circular, twenty-fo inches internal
| diameter of vitrifed saltglszed 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 vltrlneo salt
glazed pipe.
| ALAMEDA STREE STORM SEWER.
The Alameda street storm sewer commences
| at the intersection of Ninth and Alameds
streets and 'uns northerly on Alameda street
| to Macy street.
sewer to be as follows: From Ninth street tG
Seventh street oval feet inches by feet !
inches; thence oval feet by feet to sixth
| street; thence oval 3 feet 10 inches by 8 fe 4
| 8 inches to Palmetto street; thence oval feel
| 8 inches by 5 feet inches to Huber street
| thence oval feet inches BY feet 3 inches &c
| Second street, thence oval 2 feet by 3 teet @
| Jackson street; thence circular "a Il cbes 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, 900.
FLOWER AND NINTH STREET STORM SEWER.
The Flower and Ninth street storm sewer
commences at the intersection OF Beaudry and
second streets and runs easterly on St conc 10
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 Ang les rlver thei ce par
allel with the river to the patent city b undar'
The internal diameJers and form OF said
| sewer to be as follows:
From the said commencement point to Third
| and Flower streets, oval 4 feet by Zee thence
| oval feet inches by 6 fee inches to
Flower and Ninth streets; thence oval feet 10
inches by z feet 3 inches 10 Ninth and q I've
Streets thence oval feet by fee' inches to
Maple avenue; thence circular feet + lncheS
| to Nolfskill street; thence circular z feet
| inches to hawthorne street; thence circular
| feet to Alan4 eda street; thence circular feet
| to the Los Angeles river; thence in hume III
| feet wide to the southern city patent boun
The material in the construction of said
sewer 10 consist of br ok, concrete, cement ana
| wood.
The estimated cost is 1915 600
ELYsIAN HILLS STORM SEWER.
The Elysia Hill sto' n sewer commences al
| point under Zapja Madre in the property Of
| the Capitol Milling Company, in the city OF Los
Angeles and runs easterly ,'cross Alamo eds
street to Exchange treet; thence along Ex
| change to San #, 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 circ lar, with a
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 Ali street at the Los AnP E.
| les river and runs easterly on Also street to
| the Arroyo de los Pesos.
| The capacity of the laid sewer to be 400 cubic
feet per second.
The material in the construction to be brick
| and cement.
The estimsted cost is $4,000.
| NEUTRALITY-SUSPICIOUS. STORM SEWER.
| The sewer commences Mt a p"iut where the
| extension of Sixth street would tntersect An
| derson street, and ruus easterly on the pro
posed Second-street Xtension to proposed
| strf ct in Hollenbeck arr yo; thence northerly
| along said street to Louisiana avenue.
| The delivery of said sever at its outlet TO De
ITO cubic feet per s. cond
| The material In its construction to be brick,
iron and cement.
The estimated cost is $35 900.
| KUHRTs-srREET STORM SEWER.
| Commences on Kuurts street 1T ar street
and runs easterly on Kuhrfs Workman st Get.
| Tho siza nd form of said from Lamar