HomeMy WebLinkAboutF-114C IT CLERK'S
FILE no.
SUBJECT
AGREEMENT.
THIS AGREV.1ENT made and entered into this 1 th day of January,
1951, by and between HORACE HAGEN, M. D., party of the first
part, and the CITY OF SAN LUIS OBISPO, a municipal Corporation,
of the State of California, party of the second part,
W I T N E S S E T H:
WHEREAS, party of the first part is the owner of the property
which has been subdivided into lots and blocks, known as the
Hagen Subdivision, in the City of San Luis Obispo and
WHEREAS, said party of the first part has laid and constructed
within said subdivision a system of water pipes which connects with
the municipal water system of the City of Ran Luis Obispo; and
WHEREAS, said party of the first part installed said water
pines at his own expense; and
WHEREAS, said party of the second part became the owner of said
system of water pipes after its connection with the Municipal Water
System, anti upon the approval of the City Council of the official
map of said subdivision.
NOW, THEREFORE, IT IS AGREED by the City of San Luis Obispo
to pay to the party of the first part the Bum of $101.36 upon the
actual connection of each water service and meter to the said water
system within said subdivision; it being agreed that said water
service and meter must be installed so as to supply water to a
dwelling which conforms with the Uniform Building Code and Zoning
Ordinance of said City. It is further agreed that said amount is to
be paid after each meter has beer. installed and the connection to
said water system has been made and a written report thereof has been
made to said City by the party of the first part. It is further
agreed that the total amount to be refunded to the party of th-
first cart under the terms of this agreement ehall not exceed the
sum of $3750.41. It is further provided that if the total amount
—1—
s
of $3750.41 shall not have been paid to the party of the first
part within ten (10) years from the date of this agreement, by
reason of the fact that a sufficient number of water services
have not been connected under the terms of this agreement with
said water system during said perlol, then the party of the second
part shall not be required to make further payments to the party
of the first part upon any water ^onnections made thereafter.
Time is of the essence of this agreement and this agreement
shall apply to and bind the heirs, executors, administrators,
successors and assigns of the respective party.
IN WITNESS WHEREOF, party of the first part has hereunto
set his hand, and the party of the second part has caused this
agreement to be executed by its proper officers, the day and year
first above written.
Horace Hagen.
CITY OF SAN LUIS OBISPO, A Municipal Corporation,
Mayor.
ATTEST.
City Clerk.
Th effldditVand asualty(ooTpanyorNewYork
E:
BERNARD M. CULVER. CN.I.[.N FRANK A. CHRISTENSEN. PIIESIDE.T
SAN FRANCISCO BRANCH OFFICE
aG SAN/OM[ BY CT. SAN FRANCISCO 4. CALIFORNIA
CARROLL R. TOUNG, RESIDENT MANAGER
City Clerk
City of San Luis Obispo
San Luis Obispo, Calif.
Dear Sir:
December 19, lo50
Re: Bond No. 2306406 - Dr. Horace liagin
Under date of December 9, 1949, this Company, as Suraty, issued
a Subdivision Bond for Dr. Hagin, such bond being Divan in con-
nection with that subdivision entitled, "Map of Tract No. 55,
Hagen Subdivision Unit Flo. 1%
It is our understanding that the work called for under the permit
has been completed and this being the case, we assume that it is
now permissible that we close our file with respect to this obliga-
tion.
Will you kindly advise in this respect. A return envelope for your
convenience in replying is enclosed.
ours very ly,
i
F. 413,iG.
3
fill
Superintendent, Derartment
Y
Standard Surety • •
Bond press: $22.00
t �' O. 230640?_..__
rig- cane
�1S11li1lC)3'111Ptr111Nr
A STOCK COMPANY
The Pioneer Bonding Company of the United States
Know all Mat by uhese Vresenw:
lagat_DR. HORACE HAGEN M.D.
of_1215 Charro Street, San .Luis ubispo
, State of California
hereinafter called the Principal, and THE FIDELITY AND CASUALTY CO f-
PANY OF NEW YOEK, hereinafter called the Surety, a corporation organized
under the laws of the State of New York, with its home office in the City of New
York, in the said State, are held and firmly bound unto —City -of San Luia Obispo ___
of..._Son_Luia.._Cbiana_County -- ........... ............_ ..........._, State
hereinafter called the O766isme, in the sum of Two thousand tlto. hundred and no/100the_
(62200.00)_ _... .. ...._.__ ._..-_-------- -------_..__dollars;
for the payment whereof to the Obligee the principal bind a his
heirs, executors, administrators, successors and assigns, and the Surety
binds itself, its wceeessors and assiffns, jointly and severally, firmly by these
presents.
Signed, sealed and dated this. _..._7th__._. ._.._day of. December , 19-49_.
0ljereas
the above named bounden Principal entered into a contract dated December 7, 1949
with the said Obligee by the tonne and conditions of which said contract said Principal
agreed to install and surface Sydney Street in the City of San Luis Obispo from Johnson
Avenue to Augusta Street a distance of Six hundred (600) feet with a width of thirty four
(34) feet, pave coat to be two (2) inches of road mix as per plans and specifications,
and furnish all the work and material necessary therefor, in accordance with the Plana
and specifications now on file in the office of said Obligee as will more fully appear
in said contract, reference to which is hereby made
(STA.,DADD SL II I I Y POND)
'31.1 eP
Standard Surety .
Bond
0 Prem:$20C.CC
O. <306406
rl(�
of New York
Fo4..�„x.A.o ,o... G.
A STOCK COMPANY
The Pioneer Bonding Company of the United States
Xnnln till Men bg uhrsr Vrrsrnis:
la#8t DR._ HORACE HAGEN M.D.
of M5_Chcrro _Street, San. Luis Obispo.. State of California
hereinafter called the Principal, and THE FIDELITY AND CASUALTY COM-
PANY OF NEW YORK, hereinafter called the Surety, a corporation organized
under the laws of the State of New York, with its home office in the City of New
York, in the said State, are held and firmly bound unto-Xity_of..San..Luis._..Qbiapc_.______
o :__....San..luin. Obispo Qoun.. __.._.., State o __California __..----
hereinafter called the Obliges, in the sum cf_l-l"sty thousand. and no/looths (f2o,0oo.Qo)
for the payment whereof to the Obligee the principal bind a hie
heirs, executors, administrators, successors and assigns, and the Surety
binds itself, its successors and neatens, jointly and severally, firmly by these
presents.
Signed, sealed and dated this .__yth ___day of December _ 19. 49
04errtis the above named bounden principal entered into a contract dated
December 7th, 1949 with the said Obligee by the terms and conditions of which said
contract said principal agreed to subdivide certain properties within a reasonable
time known as the tHagen Subdivision' and nay for such subdivision work as per plans
and specifications, and furnish all the work and material necessary therefor, in
accordance with the plans and specifications now on file in the office of said
Obligee as will more fully appear in said contract, reference to which is hereby
made si --------
,STANDARD SURETY
NoW Tiberefore. the condition of the ("ray
obligation is stcch that if the
bounden Principal shall well am i.ray perform the work contracted to be
under said contract, then this obligation to be null and oidi otherwise
in full force and -- - -- - -- for the use of at*
J�tatr of Italifornia
above
performed
to remain
On Ihir 7th _day of DecBber in the year Oru Theusmd
Nine Ifteul ed and_SnLtt% e----y°e^e.ry ) fmr me$tmley,-N,
Nulann_-a Notary Public in and for the 'd County af-44lL
Inie s n therein, duly rommuaioned and naomon , ptrrally
appeared ""' ^• s son—.--knorun to me to be the ATTOR-
NEY of THE FIDELITY and CASUALTY COMPANY OF NEW YORK,
the Corporation that exerted the raithirr butreateet, and knaam to me to be the
Perron uha exerted the said irul,amml on behalf of the Corporation thnein
named ad "Imamaledged to me that .mok CarParalion exerted the tame.
IN WITNESS WHEREOF, I have h rswot. set my hand and affixed my o"
real in the Cowry of._$8n_JJ11.B._ tM daY and yew w
thi, Lerfhrte fi,,t ab., toratrn.
Notary Public in an o the... !"_Cwnty of
S_Bl)_LSfe,.$�i1g19_. --__Sute of California
My cn .km ioa ex0ires_ _1/26/59.
nand 1210, sM
�rwvro^
lid.
,4ttorney
•
GENERAL OFFICER.
IIIY CNOPRO STREET
ADDRESS ALL COMMUNICATIONS TO P. O. BOX 202
y;', T:ELEPXONE I.I.
ohm+ Xuis !®leaps, Uifmnis
MAP CERT IFICATE
,3- -4--11-1
IN REPLY PLEASE REFER TO
OUR No. 31964
MADE FOR THE BENEFIT OF THE CITY COUNCIL
of the
CITY OF SAN LUIS OBISPO
After a careful examination of the Official Records of the County
of San Luis Obispo, State of California, in relation to the title
to that certain real property which is shown on the accompanying
map, entitled
TRACT NO. 55 - HAGEN SUBDIVISION UNIT NO. 1
SECURITY TITLE INSURANCE AND GUARANTEE COMPANY, a corporation,
hereby certifies that HORACE HAGEN and MAYNE HAGEN, husband and
wife, are the only parties whose consent Is necessary to pass a
clear title to the real property shown on said map.
Interests referred to in Section 11587A of the Business and Pro-
fessionsls Code of the State of California.
A. A right of way for a pole line and incidental
purposes over and across the land within the
boundaries of Tract No. $$.
Owner: Pacific Gas and Electric Company, a
corporation.
Said SECURITY TITLE. INSU3-ANCE AND GUARANTEE COMPANY, a corpora-
tion, also certifies that the said map complies, as to the map
itself, and as to the certificate thereto attached, with the re-
quirements of the laws of the State of California, relating to
the filing for record of maps showing the subdivision of lend to
be offered for sale.
114 ieITNESS ''NRE'REOF, Security Title Insurance and ;uarantee Company
has caused its corporate name and seal to be hereunto affixed by
c�viccs 1'"I..A ..,,.... ..E.,, .....s.. M..... ..a..,. .,:r,.
Page -Z-
its duly authorized officers this 2nd day of December, 1949, at
6:00 o'clock A.M.
SECURITY TITLE INSURAANNCCE AND GUARANTEE COMPANY
By
vice ilresiclent
By, -\-
/
i` `n Secre ary
mg
SPECIFICATIONS •
FOR IMPROVEMENTS TO
TRACT NO. 55 HACEN SUBDIVISION, UNIT NO. I
CITY OF SAN LUIS OBISPO, CALIFORNIA
NOTICE TO CONTRACTORS
SEALED bids for making certain improvements in
Tract No. 55, San Luis Obispo, California, will be received
Op to O'clocK ii. on the
day of 19 at his office at
San uis Obispo, Califorz,i<,, to Us
there opened anr. read.
The work is to be done in cccordance with the
profiles, rlans and c:recifications on file in tine office of
said
and 1r t`;e office of Pacific Engineers ?-. Surveyors, Inc.,
San Luis Obispo, California.
Copies of nlais, profiles, cross -sections and sneci-
fieations and also blank forms suitable for use In bidding,, on
said work may be obtained in the office of s.,id Pacific
Engineers k Surveyors, Inc., and no bid will be considered
which is not in accordance with and on the form herein re-
ferred to.
40 Each bid must be accompanied by ; certified check In
the amount of five per cent (5:) of the total of the bid, made
payable to
as a p_,uarantee t,:,t t`,e bilder, if Awarded the contract, will
enter into a contract for the performance thereof satisfactory
to said
and in addition thereto, the successful bidder will be reouired
to file a bond in the sum of twenty-five per cent (25%) of
the amount of the contract with sureties satisfs,ctory to said
as a guarantee
of faithful performance of the contract, and a further Mond
in the sum of fifty per cent (50%) of the amount of the con-
tract, with acceptable sureties, to secure the payment of
laborers, materialmer., etc.
The Owners reserve the right to reject any and all
bids not deemed advantageous to him.
0
I 0
PROPOSALS FOR THE
IMPROVEMENTS IN TRACT NO. 55
The undersigned, as bidder, declares that the only
persons or parties interested in this proposal as princi-
pals, are those named herein; that this oroposal is made
without collusion with any other person, firm or corporation;
that he has carefully examined the loci.tion of the proposed
work, the annexed proposed form of contract and the plans
therein referred to; that he proposes and agrees, if this pro-
posal is accepted, that he will contract with
in the form of the contract
annexed hereto, to provide all necessary machinery, tools,
apparatus, and other means of construction, and to do all the
work and furnish all the materials specified in the contract,
in the manner and time therein pre.cribed, and according to
the reruirements of the Engineers as therein set forth, and
that he will take in lull payment therefor, the following
unit prices, to -wit:
UNIT PRICE QUANTITIES AMOUNT
ITEM 1. Grading and shaping
road -bed and all incidental work
thereto, the sum of, per cubic
yard ............ ...... 3
ITEM 2. For furnishing and laying
base rock course including all
incidental work thereto, the sum
of, per cubic yard ...............$
ITEM 3. For furnishing, mixing,
and laylnp oiled road mix includ-
ing all incidental work thereto,
the sum of, Per snuareyard.......Z w
ITEM 4. For furnishing and con-
structing combination curb and
gutter -.s ner San Luis Obispo
City Standard Specifications
including all incidental work
thereto, the sue of, ner line•:tl
foot ..............................
ITEM 5. For furnishing and con-
structing G" swwer rain incluC-
ing ., F.s e. rd e:ii incid ent..l
he......�........ ....�,........ _
+' •'';'i'"r 'TS.. i"i'iSm�,^µ-A,".'.� Tw`r ¢�, y7y"^�,t .;
• UNIT KICE
CU1NT;TIM iL CN*T
IT'Si: b. For ,'ur'�i^.ar,; ar;d Con-
structing 4" later:,ls and
All incidental. .',r- tl-.ereto, t�,o
sum of, each... ............
,.
IT714 ". for furnishi❑r; and con-
structin,; brick manholss, with
cast iron covers, Including all
incidental work thereto, the sun
of each...
ITEM 8. For furnishing and con-
structing; lampholes witt: cast
iron covers, including all incid-
ental work thereto, the sum of,
each .............................$
ITEMS 9. For constructing 6" Tran-
site pipe water main including all
incidental work thereto, the sum
of, per lineal foot ..............
ITEM! 10. For constructin 4" Tran-
site pipe water mains including
all incidental work thereto, the
sum of, per lineal foot..........;
�*
ITEM 11. For constructing"
single water service connections
including all incidental work
thereto, the sum of, each........`
,
ITEM 12. For installing, 1" double
water service connections includ-
ing all incidental work thereto,
the sum of, eachh.................;
ITEM 13. For installing 1"corp.
stop water service connections
including all incidental work
thereto, the sum of, each........a
ITEM 14. For installing 6" water
gate valves includin? all inciden-
tal work thereto, the sum of,
each .............. I..............0
ITEM 15. For installing 4" water
gate valves including all ineiden-
tal work thereto, the sum of,
• each ..............................Z
0
• UNIT PRICE CUAtJTITI£3 AMOUNT
ITEM 26. For installing sewage
pumping station complete includ-
ing motor, basin, etc., and all
incidental work thereto, the
sum of...........................� g
ITFM 17. For furnishing and in-
stalling 4" diameter welded steel
pipe for sewRee pressure line
including all incidental work
thereto, the sum of..............Qv
•
0
TOTAL OF BID
payable to Accompanying this proposal is a certified check
for the sum of
I M ollars.
of said The proceeds of said check shall becone t," property
if, in case this bid is accepted, the undersigned shall fail
Within ten days thereafter to execute a contract with and
furnish the securities recuired; otherwise said check shall
be returned to the undersigned.
Signature of Bidder
Business Address
Dated
10
n
LJ
CONTRACT
CONTRACT for making certain improvements in Tract
Mo. 55, San Luis Obispo, California.
THIS AGREEMENT, made and entered into this
day of 19_.
between
the party of tt.e first part, hereinafter called the Owner, and
the party of the second part, hereinafter called the Contractor.
ARTICLE I. Witnessett,, that for and in consideration
of the payments and agreements hereinafter stipulated to be
made and performed by the said Owner, and under the conditions
expressed in the two bonds hereunto annexed, the said Contractor
sprees with the said Owner, to do, at his own proper cost and
expense, all work and furnish all the materials necessary to
construct Sind comrlete, in a good and workmanlike manner, hnd
to the satisfaction of the Owner, all the work called for
herein, in accordance with the plans and specifications hereto
annexed and made a part hereof, and if full compliance with
• the terms of this agreement.
ARTICLE II. Whenever the word "Owner" is used in
this contract, or in the specifications annexed, it shall be
understood to mean
Whenever the work "Engineer" is used in this contract, or in
the specifications annexed, it shall be understood to mean the
person appointed by the owner to supervise the construction
of the work, acting either directly or through properly author-
ised agents, such agents acting within the scope of the par-
ticular duties entrusted to them, and whenever the work
"Contractor" is used it shall be understood to mean the person
or persons, co -partnership or corporation who has or have
entered into this contract as party or parties of the second
part, or his, or their, or its legal representatives or
successors.
ARTICLE III. The Contractor agrees to give his
personal attention to the work under tt:is contract and not to
sublet any part thereof without the written approval of the
Owner.
ARTICLE IV. The Contractor agrees to furnish and
provide, at his own nroper cost and expense, the tools, stock,
machinery, water, labor and all other necessary equipment and
• material for the execution of this contract in conformity
with the specific�tions and within the time herein agreed
upon for the completion of the work.
ARTICLE V. It is understood and agreed by and be-
tween the parties hereto that, if in the opinion of the Owner,
the work is neglected by the Contractor or the same is not
being prosecated with the diligence and force recuisite for
the completion of the said work in the manner and within the
time agreed upon, said Owner may order such increase of ecuip-
ment and labor, as in the Ownerts judgment, is necessary,
and if the Owner shall order in writing such increase of
enuipment and force, and if said order be not obeyed within
ten (10) days after its service upon the Contractor, said
Owner may employ such additional equipment and force as required
in its written demand upon said Contractor, and the amounts
expended therefor shall be charged against the Contractor and
shall be deducted from his next or subsequent estimate and
payment, or tt,e same or any part thereof not so deducted may
be recovered from the said Contractor or his sureties.
ARTICLE VI. It is further agreed by the parties
hereto, that if the work hereunder is unnecessarily or un-
reasonably delayed or the Contractor is wilfully violating
any of the terms, covenants and agreements of this contract
or is not executing this contract in good faith or is not
making such progress in the execution of said work as to
assure its completion within the time a, -reed upon, the said
Owner shall have the ri jit and power to order the said Contrac-
tor to discontinue all such work or any part thereof under
• this contract and upon such order said Contractor shall discon-
tinue said work or such part thereof as said Owner may desig-
nate; and amid Owner shall thereupon have the power to proceed
in such manner and by such means as shall appear to him most
advantageous to said Owner to complete the work comprised in
this contract or such part thereof as said Owner may have
designated; also, the power to use such appliances, implements,
tools and materials and means of construction of every descrip-
tion as may be found upon the said work. ,uid it is further
agreed by the parties hereto, that the expenditures made by
the Owner, hereunder, sh:.11 be a charge against the Contractor
and shall be deducted from such moneys as may be due or become
due at any time therw,f'ter, to said Contractor,or the same or
.any part W.creof not so deducted may be recovered from the
said Contractor or his sureties.
ARTICLE VII. The Contractor agrees to co-operate
with the Owner and iris authorised agents to secure effective
inspection of the work and the materials and appliances
employed thereon, and further agrees that all work done and
all materials furnished shall be subject to the inspection and
approval of the Engineer.
The Contractor agrees tc remove from the work all
materi.-:: condemned by the Engineer as unfit, and to take out
• and re; lace all work which the said Engineer shell condemn as
unsnarl' or i,iprnner or in any way failin to conform to the
specificatlens.
1
ARTICLE VIII. The Contractor agrees to make such
. alterations or deviatioi,s, additions, or omissions from the
plans and specifications, during the progress of the work
hereunder, as may be requested by the Owner and such chances
shall, in no way, affect or make void this contract, but shall
operate to increase or diminish the amount to be paid here-
under, according to the contract prices herein stipulated, or
by a fair and reasonable valuation.
ARTICLE IB. The Contractor also agrees that the
Engineer shall decide as to the meaning, of the specifications
and plans hereto attached, where the s:,me may be found obscure
or in dispute and his decision shall be final and said Engineer
shall have the right to correct any errors or omissions there-
in, when such corrections are necessary to the proper fulfill-
ment of the intention of said plans and specifications; the
action of such correction, to date from the time said Engineer
gives due notice thereof.
ARTICLE 1. ^he Contractor agrees to conduct his
work with due regard to the convenience of other Contractors,
further agrees to bear all damages, done by himself or his
employees, to the work of such other contrr,ctors.
ARTICLE $I. The Contractor agrees to and does here-
by assume all responsibility for any loss or damage that shall
. or may happen to the wort: hereunder, or any hart thereof,
respectively, or for any of the materials or other things used
or employed in finishing and completing the said work; or for
injury to any person or persons; either workmen or the public,
or for dsma;;es to adjoining property, from any cause which
might have been prevented by him or his workmen or by anyone
employed by him, against all of which injuries or damages to
persons and property the Contractor a,-rees to properly guard
and make good all damages from whatsoever cause. and said
Contractor further agrees that he will be responsible for any
damage to any person or property resulting from defects or
obstructirns or from any cause whatsoever during the progress
Of the work, or at any time before its completion and final
acceptance, and th,,t he will indemnify and'save harmless the
Owner from all suite or actions of every name and description,
brought for, or on account of any injuries or damages received
or sustained by any person or persons, by or from said Con-
tractor, his servants or agents, in the construction of srdd
work or by coasoquences of any neflir,ence in ruardin[, the some
through the use of imrroper materials of construction,, or by,
or his
account of any act or omission of tie said Contractor
or his agents; and the Contractor further agrees that so much
of the mone, dae him under and by virtue of this agreement
as shall be considered necessary by the Owner, tklybe retai::ed
by the said Owner until sucti suits or claims for damerer, as
aforas;.id, shall have been settled, and evidence to that
effr.ct furnished to ttc Paid Omer, ,,nd the Cont.rr.ctor alto
a,,rees to and does hereby assume all re::aonsibility to ury
other contractor or contractors upon work within or adj„cent
• to his own, for all damages to work, to person or property or
for lost caused by net�ject,by failure to complete work at
the proper time this preventing each portion of the work being
finished by the seversl contractors at the date named herein
for comrletior., or from any other cause. The Contractor also
arrefls to carry workmen's Compensation Insurance in a res-
ponsible eomrany and to an amount &pproved by the Owner.
Spid insuranee policy shall be filed with the Owner, before
the work is commenced, and continued in force during the life
of this contract.
ARTICLE III. The Contractor agrees he will pay all
bills for labor, materials and supplies contracted for or by
him on account of the work hereunder, and that he will furnish
the owner, at his request with evidence satisfactory to the
materials or supplies under this contract, and all claims of
private corporations or individuals for damages of any kind
caused by the construction of said work have been fully paid
or satisfactorily secured, and in case such evidence is not
furnished, the Owner nay retain, out of any amounts due said
Contractor, sums sufficient to cover any such unpaid claims,
provided that sworn statements of said claims shell have been
filed with said owner as provided by Section 1184 of the Code
of Civil Procedure of the 6tote of California, and said claims,
if found legal, may he paid by the Owner, it being understood
• and agreed that this article of the contrc.ct shall be construed
as giving protection to persons having lawful claims artcinat
the Contractor, in adclition to that afforded by the bond which
the Contractor is renuired to furnish.
ARTICLE XIII. It is agreed by the parties hereto,
that all work called for under this contract, in all parts and
renuirements shall be finished before the
day of �9_
ARTICLE XIV. The Contractor agrees to receive and
uccept the folloring prices as full compensation for furnishing
all materials and for doing all the work contom�lated and em-
braced in this agreement; also for all loss or damage arising
out of the nature of the work aforesaid; or iron the action of
the elements, the acts of God, or from any unforeseen difficul-
ties or obstructions which may arise or be encountered in the
prosecuticn of the work until its acceptance by the Otmer upon
the written recommendation of the Engineer; and for all risks
of every description connected with the woric; also for all
expenses incurred by or In consequence of the suspension or
discontinuance of work, and for well and faithfully comrleting
the work, and V:e whole thernof in conformity with the clans
and specifications and the reouiraments of the .^•.ngineer under
. such plans and specifications, the unit ;.ricer of:
J
UNIT ?hIC
rUAN ITIES AMOUNT
•
ITEM! 1. Grading and sh,u-ing
road -bed and all incidental work
thereto, the sum of, per cubic
yard ............................ .$
H
IT714 2. For furnishinf and l',ying
base rock course including all
incidental work thereto, the sum
of, per cubic yard... .............$
ITEM 3. For furnishing, mixing,
and laying oiled road mix includ-
ing all incidental work thereto,
the swa of, per square yard......$
ITEM 4. For furnishing and con-
stricting combination curb and
gutter as per San Luis Obispo
City Standard Specifications
includinc all incidental work
thereto, the sum of, per lineal
foot ............................12
$
ITci' 5. For furnishing and coc-
•
str.;cting 6" sewer main includ-
ing wyes and all incident: it work
thereto, the sum of, ner lineal
foot .............................
F.
ITEM 6. For furnishing and con-
structing 4" sewer laterals and
all incidental work thereto, the
sum of, each.....................a
4,
ITEh. 7. For furnishingg and cor.-
structiag brick m,nholes wiLh
cast iron covers, including all
incidental work thereti, the su•c
of, each.......
`
-
ITE% 8. For furnishing :.nd
con-structing
la.mph ales with cast
iro.. covers, including 1,11 incid-
ental work tl.creto, the si: of,
each ...........................
I'Di 9. For constructiaL 6" Tran-
sit.e pipe w&ter mrins incLuiing all
incidental work thereto , the sum
•
of', per lineal foot ..............
MY 10. For constr..cting 4" Trun-
site pipe water maic:s including
Al rci':ent•.l1 .'ork ther.•tJ, tte
.. of, der lined foot......... .
$.
.'"='�eP °•`. r S tY•-
Co- Yf CfT .
U1417 PISCE
I UAN ITI .C. A.VVURT
IT"bt 11. For r+rstractinl; i"
.::ter service cure, cti�.a
inclgcin" -11 inci ier.t:*1 r,ork
.
thereto, Rnc su-z pi, c-ch........y;
i
ITEM 12. tnr instaalinC 1" doutle
water a.rvice c3rusections includ-
ing all ircidentf+l worn thereto,
the sari of, each ..................:
ITEM 13. For inst:illinf. 1" corp.
ston water service coru.ectians
including all incidental work
thereto, the sum of, sac!..........
ITEM 14. For installing 6" water
pate valves including all inciden-
tal work thereto, the sum of,
each..............................s,
i
ITEM 15• For installing 4" water
pate valves including all inciden-
tal work thereto, the sum of,
each .............................3
ITEM 16. For installing sewage
pumping station complete includ-
Ing motor, basin, etc., and all
-
incidental work thereto, the
sum of ...........................
3
ITEM 17. For furnishing and in-
stalling 4" diameter welded :steel
pine for sewage pressure line
including all incidental work
thereto, the sum of ..............:'
t
n
U
SPECIFICATIONS
• Being specifications referred to in the contract for
making improvements in Tract No. 55 and attached thereto and
made a part thereof.
SECTION 1. LOCATION
The location of said improvements to be made is further
shown on a plan, attached hereto, and made a part of these
specifications.
SECTION 2. WORK TO BE DONE:
The work to be done consists of the following viz:
To furnish all labor, equipment and materials, reouired to
construct and put in complete order for use said improvements.
Said work to be done will be shown, in part, on the plans
hereinbefore referred to, and upon a set of cross sections
on file in the office of Pacific Engineers A: Surveyors, Inc.,
San Luis Obispo, California, which said cross sections are
herfby made a part of these specifications.
SECTION 3. GENERAL PP.OPISIONS:
The work shall be begun within fifteen days after the
• execut_on of the contract, and therafter shall be diligently
proecci.ted to completion, as may be prescribed by the Engineer.
In the absence of the Contractor, orders pertaining to
the work shall be accepted and obeyed by the Superintendent
or Foreman in charge of the particular work to which the orders
refer. Whenever any person employed upon the work shall appear
to the Enrineer to be incompetent, or unfaithful or disorderly,
and the Enprineer shall so inform the Contractor,in writing,
such -person shall be discharged and shall not be again employed
upon the work..
The Contractor shall provide and maintain such fences,
barriers, "road closed" signs, red lights and watchmen and
other means as may be necessary to prevent accidents to the
public. He shall place lints as may be necessary for illu-
minating the said sills.
After the completion of the work, the Cohtractor shall
remove all temporary structures built by him and all surplus
materials of all kinds from the site of the work, and leave
the whole clean and presentable.
The Contractor shall give at least forty-eight hours
notice when he shall require the services of the Engineer for
. laying- out any portion of the work. fie shall preserve in
their nroper places all rnp^ineer's Stakes or :monuments_ until
etit' orized by the Engineer to remove them. The expense of
replacing such stakes or monuments which the Contractor or
his employees may have failed to preserve, shall be borne by
the Contractor.
SECTION 4. EYCAVATIJN AMU EUMNKIMNT:
• The road shall be graded according, to the plans and
cross sections hereinbefore mentioned, and true to the lines
and grades shown thereon and as j,iven by the Engineer.
All trees, stumps, roots, vegetation and obstructions
within the road -bed and slopes shall be grubbed out and re-
moved as directed by the Engineer.
All soft or unsuitable material shall be removed and re-
placed with good earth or gravel, as directed by the Engineer.
The Contractor shall grade, according to the Engineer's
directions, a safe, proper and workmanlike connection with
each Intersecting public or private road or driveway.
All materials from cuts shall be placed in embankments
as directed by the Engineer.
Where the amount of ::material excavated from the roadw;.y
is insufficient to make t1,e embankment, the extra material
required shall be furnished by the Contr.etor.
'where the quantity of excav„tion exceeds the-.t required
to make embankments, the Enrineer shall loce,te the points
• where the acme shall be wasted.
r,mbarkments shell be formed of suitable material and
carried up full width in layers not, to exceed six inches in
thickness., and the rradin, equipment shall be made to travel
as evenly as ,possible, over the whole surface of ee ch l:.yer,
both cominh and goin-,.
When the depth of fill is greeter than inches, the
Engineer may require the Contre.ctor to water t7,e embankment
and keen it in a moist condition as built up.
All clods and hard layw•s of earth larger than six inches
In greatest thickness shall be broken up before being placed
in embankment.
The entire roadway shall be plowed and broken up where
directed by the Engineer, to allow new and old material to
bondtogether.
Embankments shall be carried to such heif,hts above grade
and to such increased width as the Engineer may deem necessary
for shrinkage and compression, and they must be maintained by
the Contractor to the proper heig+t, dimension and slope until
the work is fin:,lly accepted.
• Excavations and embankments shall be finished with all
slopes cut true and atraiiht in conformity with the lines and
grades of slope directed by the Engineer and all slopes,
whether old or new, shall be left with neat and even surfaces.
i •
SECTION 5. SHAPING ROAD -BED SUBGRADE:
Sub ,rade shall be prepared in accordance with Chapter
3 of Section 14 of 'Standard Specifications" dated Januar,,
1949, as issued by the Division of highway, State of Califor-
nia for Class B Subgrades.
After cuts and fills are graded the entire :roadway sub -
grade shall be brought to the proper grade for compacting;
the portions of the street, to be paved shall be cultivated to
a depth of not less than six (6) inches and thoroughly watered
and rolled with a roller weighing n:)t less than 325 pounds
to the inch width of rolls, until uniformly hard and smooth.
As finished, the road -bed shall conform with the grades and
lines Riven by the Engineer and to the cross section called
for in the nlar..
Depressions stall be filled with additional and satis-
factory material and watered and rolled as before. If neces-
sary, cultivating, watering and rolling shall be repeated
until the road -bed and subgrude are properly compacted.
Pavement shall not be laid until the road -bed therefor
is in a condition acceptable to the Engineer.
SECTIUN 6. BASE ROCK:
• Base rock shall be composed of rock or gravel of a size
not larger than will pass a two and one half inch ring and
containing sufficient fines or cementing material to cause
the whole base rock course to set or compact when watered and
rolled. The base rock shall meet the approval of the Engineer.
SECTION 7. ROAD -MIX AGGREGATE:
Road -mix surfzx ing shall consist of a mixture of rock or
gravel of a size not larger than will pass a one and one half
inch rin, and containing sufficient fines than when mixed with
the lieuid asphalt the whole rock course will set or compact
when bladed and rolled. The road -mix material shall meet the
approval of the Engineer.,
SECTION A. LICUID ASPHALT:
Lieuid asphalt shall be SC-3 and shall conform to the
Califorra a State Highway Specification of 1949, Section 64.
SECTION 9. CONSTRLCTICN OI RUCK BASE;
After the subyrade hcs beer prepared as specified in
Section 5, Base Rock shall be plr;ced or: ttie suberade to such
• a thickness that w;,en wet and rolled it Lhull have a thickness
as shown on the piuna. The finished surface of the 3use Rock
course shall be true to line and gr:sde.
• SECTION 10. ROAD-N,Il SU[Q',xING:
(a) Upon the prepared rock base, road mix aggregate
shall be spre,d to a thickness that when mixed with the liquid
asphalt and rolled, it shall have a thickness as shown upon
the plans.
(b) The road -mix aggregate to be oil treated shall then
be brought to a smooth condition free from ruts and irregul-
arities and li,htly scarified to produce a series of longi-
tudinal furrows to prevent the liquid asphalt from flowing off.
(c) The liquid asphalt binder shall be spread at a temper-
ature of between 1750 F. and 2250 F at the total rate of approx-
imately 14 gallons per square yard at the rate of about }
gallon per square yard of surface at each application, the
exact rate to be determined by the Engineer.
No more liquid asphalt shall be spread than can be mixed
and compacted on the same day that it is applied.
(d) Vixing. Immnediately following each successive ap-li-
cation of bituminous binder, the oiled material shall be disked
or harrowed with i tooth harrow until the bituminous binder
shall he uniformly mixed therewith. After the final application
of bituminous binder and harrowing, the material shall be
• bladed into a windrow and the windrow bladed back and forth
between the edges of the area being treated with a heavy blade
grader having a wheelbase of not leas than fifteen feet (151)
long, until a satisfactory mixture of uniform appearance is
obtained.
In lieu of mixing the material as above specified, an
equipment other than that required above may be employed which
will produce a complete mixture of the materials equal to that
which, would be produced by the means above specified. The
owner reserves the right to order discontinued the use of any
equipment which, in the opinion of the Engineer, fails to pro-
duce a satisfactory mixture.
Should the mixture show an excess or deficiency of bitum-
inous binder, or uneven distribution thereof, due to insuffi-
cient mixing, the condition shall be corrected by adding
selected material or bituminous binder, as the need may be
and remixing the material to produce a satisfactory mixture.
If necessary, the material shall. be harrowed or disked and
all compressed masses of material broken up.
After the mixing operation is complete and the mixed
material has been approved by the Engineer, it. shall be spread
to a uniform thickness b; a blade :radar or smoother having a
• wheelbase not less Char. fifteen (151) feet long, and blading
shall continue until the material ass a uniform texture and
compaction, and the surface is true to grt,de and corss section.
No Limps or compressed mcase:: of the mixture will be allowed
0
and, if necessary, the material shall be harrowed and disked
to granulate the material thoroughly.
The amount of m,:terial mixed in one day's operation shall
not be more than con be spread and compacted in the same day.
No mixed materials shall be allowed to stand overnight without
compacting.
(a) Rollin'*,. After the material has been spread as
above specified, it shall be rolled and lightly bladed during
the rolling with a blade Nader or smoother until thoroughly
compacted. Any material loosened by blcadinr, shall be placed
in a windrow and then respread evenly over the entire width
of the surfacing.
The enuipment unit used in compacting and finishing the
surfacing shall consist of one (1) nower grader ecuipped with
pneumatic tires and a ten foot (1C') blade and having a wheel
base not less than fifteen feet (151) long, also one roller
weighing not less than five (5) nor more than ten (10) tons.
Rolling shall commence at the outside ed,•es and progress
towardu
the center of the roadbed; under no circumstances shall
the center of the road be rolled first. Daring blading and
rolling, all lumps or compressed masses of the mixture shall
be removed and disposed of and the area filled with additional
•
material and arain rolled.
The finished surface when ready for accept:,nce, shall be
thoroughly compacted, smooth and true to grade and cross
section and free from ruts, humps, depressions, or irregulari-
ties. When a straight -edge ten feet (1C') long is laid on the
finished surface and parallel wit!, the center line of the road,
the surface shall vary in no pl;,ce more than one-nuarter inch
(4") from
the lower edge of the straight -edge.
SWCTION 11. SEAL COAT:
Seal coat shall conform to the "Standard Specification"
for Class "C-Fine" of the California Division of Highways.
After the road -mix surfacing has been onen to traffic for
a period of not less than ten (10) days nor more than tuirty
(30) days, a seal coat consisting of penetration -type asphaltic
emulsion shall be apj>lied.
In advance of applying tt:e seal coat the surfacing shall
be swept clean.
Seal coat shall consist
emulsion applied at the rate
per snuare yr;^d of surf; re,
• U " x No. 1C), spread at the
square yard.
of penetration tyre rs�i:altic
of twenty hundredths (G.2C) ,-:,Ilon
covered witY fine screenings
rate of twelve (12) Pounds per
SECTION 12. COMBINATION CONCRETE CUIQ AND GUTTERS:
• All con'�ination concrete curb and gutters shall conform
in all respects to "Standard Specifications for Portl+.nd
Cement Czncrete Sidewalks and Combination Curb and Gutter" as
approved and adopted by the City Council of the City of San
Luis Obispo, California, on December 1C, 1945.
The form and dimensions of the combination curb and gutter
shall be the same as said standard specifications and plans
attached thereto unless the changing of same has been approved
by the City Council and City Engineer.
SECTION 13. SEWER PIPE:
The sewer pipe shall be first cuality standard strength
vitrified clay sewer pipe, sound and well burned throu-hout
their tticknes^,, strai ht and free from all blisters and
cracks. All pipe shall be socket pipe with true circular
sockets, concentric with the bore of the pipe and shall be
furnished in place three feet (3') in leiigth.
SECTION 14. TRP.NCfi EXCAVATION:
All excavations shall be made by open cut from the surface.
No tunnelling, will be allowed except written permission be
previously obtained from the Engineer. The Contractor will
be reouired to keep the sites of the excavations in place by
bracing or otherwise, but no allowance shall be made therefor,
and no charge will be allowed for bracing left in the trench,
unless said bracing is so left by written order of the 2ngineer.
All cuts over ten feet (101) in depth must be braced to the
satisfaction of the Engineer whether apparently necessary or not.
The excavation at the bottom is to be made in shape as
nearly as possible to fit the lower half of the pipe with holes
at the joints for the sockets to rest in, so that the pipe
shall have uniform bearing on the ground from end to end. No
trench shall have a width of lose than two feet (21) at the
street surface. Al the height of one-half the diameter of the
pipe at the bottom, that is, at the height of the greatest
horizontal diameter of the pipe; all trenches are to be at
lease twelve inches (12") wider than the greatest diameter of
the pipe to be laid therein. The tranch shall be dug to with-
in six inches (6") of grade measurement from witness stakes
set at the surface, and the last six inches (61 shall be taken
out after the overhead line has been set by the Engineer.
SECTIig 15. LAZING SEXMS:
The vitrified nine mains shall be laid by the use of an
• overhead line. A mason's line shall be ti;htly stretched
parallel to the grade. This line shall be supported over the
renter at distances not, to be greater than fifty feet (5C1)
apart, the exact grade for each pipe to be obtained by
measuring. down froar t..is line to the invert of the sewer.
Care must be taken tolt.y the of ie to the exact Pr,da and
line. House conrxct_ins 011-11 be l..i.: in a t-ra;'le of not less
than one foot (1') in t•,eT.t.-;-five f'uct (251), The ,rrade of
the outer ens of tLe hou:;e connection shall be at least two
and one-half feet (2?1) below the prude of the top of the curb.
All pines previous to beihr put into the trench shall be
fitted toretter nue. matched an that wten ,`,ointed in the trench,
they shall fora true and smooth line of nines. No nines
shall be triri;cl in any cr.::o. The Contrr:ct:or shall at his
own expense supply the necr:3s-.r..su^Forts for the overhead
;.kes or ott.r anplianees that may needed
line and any ct
to mark. the grade line. co%tr:-ctors shall supply sufficient
supports so that lrvels na_� bo given for three hundred feet
(30C') in length of sewer ..t une time. No ^ipe shall be laid
except in the pre:;vnce of the Envineer or, his authorized
inspector and the Engineer or Inspector may require the removal
and relaying of any ^ipe not so laid.
SECTIC11 16. JOINT' FOR SEWER PIPE:
(a) Jointing %aterials: The contractor shall furnish
all materials required for joinia, the vitrified clay pipe.
The pipe shall be joined by c,-ulking with dry oakum or Jute
and by pouring and filling the annular apace between bell and
apil-ot with a cool tar compound. The coal tar compound shall
• comply wit¢ "Specifications for Clay Pipe Jointing Compound
C.P.I.-2" of the Pacific Coast Clay Products Institute.
(b) Making the Joints: The. pipe shall be firmly pressed
home so it is properly seated and butted. Then the joint
shall be caulked So that the pipe is lined up and centered,
leaving enough annular space completely around the pine to
receive the compound. Close the bell with running rype, hose
,.or gasket, leaving a pouring gate at the tor. Heat the coal
tar compound in a clean kettle to a temperature that will
aecure maximum aihesicn; about 350' F. in warm weather, 4500
F. in cold weather; pour it into the gate so it will run
completely around the pipe and solidly fill the bell.
SECTION 17. MANHOLES AND FLUSH TANKS:
The manholes shall in general be constructed as shown on
the above merktioned plan. The cover shown on such plan shall
be used both for manholes and flush tanks and shall be first
quality cast iron, and shall weigh not less than.300 nor more
then 320 pounds. The walls of the manholes shall be of brick
eir',t inches (r") in thickness and there shall be four inches
(4") at least in thickness of brick under the bottoms of the
half pipes or channels in the bottoms of the maz4oles. The
diameter of the bottor, of the manhole at tnc level of the top
of the platform shall be four feet(1,'), all brick shall be
laid in vortar and the c¢,nholes and flush tanks shall be plas-
tered inside and out with a coat of the same one-half inch
thick. All manholes shall be brought to t!P level of the street
as traveled, All brick shall be hrrdburned. The botton of
• the na:r.holcs shall be laid on solid ground and all uneven
elacee sh,,,'_1 >)e filled up with mortar, and the brick shell be
laid on mortar so laid on the ;�rjund. The Contractor shall,
without extra expense, work into the oott.oms of the man'.:oles,
any curves that may oe reruired by the Engineer. Flush tanks
shall be built of brick walls ei4it inches (8") thick, -dastrred
inside and out the same as the manholes are. The walls shall
be laid in hydraulic ce::,ent mortar proportions the same as
for manholes. The hottom of the flush tanks shall be au per
plan above mentioned.
SECTIJ14 18. TRM4C1i !iACA TILLING:
In fillip„ the sewer trenches, loose, fine e..rth free
from stoner. shall be shoveled into the trench to a height of
one foot (11) above the top of the sewer pipe and said earth
shall be thoroughly compacted in six inch (b"f layers with
hand rammers. From a height of one foot above the top of
the sewer, the filling may be done by shoveling; or by scrapers.
In either case the back filling must be thoroc,�tly compacted
by puddling with water. All work of back filling must be
done to the satisfaction of the Engineer.
S".CTION 19. J-14. TRANSITE PRESrL1RE PIPE:
-, All four inch (4") and six inch (5") pipe shall be
Johns-Ftanville's Class 150 Transite Pressure ''ipe. All fittings
shall be standard cast iron, spigot type, as used in the laying
of class 150 Transite Pipe, and installed at locations as shown
on the plans.
SOCTION 20. CAST I.ION FITTINGS:
All fittings shall be cast iron that are to be used in
the four inch (.,") and six inch (6") Transite lines, sucti as
bends, tees, Y branches, aid reducers. These Sittings shall
be of the sri,'ot type, wit.,, milled ends of the same outside
diameter as the Transite Pipe they ,join, and shall be connected
to said Transite Pipe by a Simplex Couplinr.
SBCTIJY. 21. TRANSIT, PIPE:
All Transite Pipe shall be iirst class pipe and conform
to the Standard Specifications for Class 150 Transite Pressure
Pipe, and shall be installed as shown on the plans.
SCCTIO@ 22. ..ST LEAD JOINTS:
All .i,-os must be ccrefully eximi ned and all dirt, oil,
r.rease, '.listers of l�:m^s or t r co:,.tinK removed from the bell
Points must be i!i,r �l.a.=1:� clean so that the lead
coot grip on tg.o , ,
t x. i,e -1a5 bee:: to ,ad tt e .p_:'ot end shall be
F:ntcre soliLlj ;ainst tie �.,c .>:-.orl'.er in slch a manner a.;
.s
to leave a unifor.'. space between the spigot and hub. Yarn
• the 'oirtc '.i.',ttl1 by twiatinp yr,rn end driving hard against
t i P I ,c1: "'hs, i.1: , e jointshall `)e kt:,t thoroughly cry ,.nd
w.ly the bet quc.11ty of dry cuts yarn, free from oh tc' or
s rrear e-Iall b„ ae-•:;i, 00"t Lwo nna one-half inches 2t"
depth of Joint shall remain for Ui, Lead after the joint has
been yarns-d. The remainder of the annular space between the
nub and s,irot ends of the ripe shall be filled with Lot
lead to comrlete the joint.
After tt.e joint is yarned the lead ruiner is put in
place on the joint so that it Fits tightly against the face
of the bell and the outside of the pipe. Clay should be used
wr.enever necesoery to make a tight joint heteeen runner and
pipe. The pouring gate should be huilt up with clay to a
r oint at least one inch (1") above the ton of the joint space.
All joints should be poured from one ladle full of leed, or
when more th•:n one is used no time should to allowed to elapse
between r*uring successive lad2es. As sour, as the joint ha;s
cooled, the runner is removed and the joint is read.✓ for calkinr.
S^CTTOI; 23. LAYINO TF:ANSITF, PIPL:
All Trc.nsite Pipe shall be laid as per specifications
Of The pipe trench shall be excavated true
to �,ra,ie with holes dug for bell& where reouired so that the
• pipe will have a full bearing on the trench bottom.
S?C-I NN 24. VALVE:::
Valves shall be iron body, bronze ^counted, either hub end
or screw ends. They shall be designed to withstand a water
wor'cing pressure of 150 pounds. All valves shall be P.en::selaer
Valves or equal.
SECTION 25. llATEI: --MVIC.r,S:
Water service connections, f'ittinCs and brass stop cocks
shall be oe the size and dimensions shown on the plans.
SECTION 26. GATE VALVE BOXES:
Gate vulva boxes shall be cast iron covers seven and
seven -eights inches (7 7,/8") in diameter on the inside at the
bottom of the top section and shall be cast into a concrete
pipe. The ;ate Valve boxes shall be Art Concrete, size No. 1
or equal. The gate valve boxes shall be set in concrete ripe
which shall extend from the shoulder of the gate valve to
the finished street or sidewalk level.
SECTION 2?. MPING STATION:
• (a) Danlex SewB7p Ejectors: Furnish and install r_s s:.3%:n
on ;„ns, a Chica Pao Pump. Corm; r.y's TYPE "C^ dunlcx Sabmer;ted
Ce,trifx.•I sewage ejector ecuipment or eou:.l ,jectors s,;11
be four heavy duty (t'cr•eei.le ) sea 0 mm11e1
fitted with Non-Cloi%iz , type impeller:.. Each +•u,:m sh: 11 have
0
a cap:: city of 150 J. S. ;::Mons per minute against a head of
feet. Upper bearings of pump shall be radial ball thrust
type mou:.ted in dust and moisture proof housings ten inches
(10") above floor plate. Alsrite lubricction shall be provided.
(b) Ejector Basin: Furnish and install a reinforced
concrete ejector basin for the ejector installation. Basin
will be 5 ft. x 5 ft. (inside dimensions) and 48 inches deeper
than center of sewage inlet. The plumbing contractor shall
install pumps and their piping connections, also grout inlet
fitting in rlece after pump connections have been made. The
plumbing contractor will also furnish and install a cast iron
or steel r,,cin cover having two 14 inch x 20 inch manholes and
4 inch vent opening which shall be connected to stack. Basin
cover to be vrouted in with concrete and so installed that it
will finish flush with floor level.
(1) Concrete: Basin shall be of reinforced
concrete. Jasin floor shall be 12 inches in
thickness and basin malls shall be P inches in
thickness. An opening, shall be provided in wall
of basin for inst,:ll.ation of ejector inlet fitting.
The si7,e and location of this opening., shall be
obtained from the plumbing contractor who will
also furnish basin covers a.nd grout same in place.
• (c) Electric Motors: Motors shall be ii.P., volt,
phase, cycle 40 degree, 1140 f.P.m., current,
connected to pumps t�irough flexible couplings.
(d) Electrical Control Equiprcent: Control eouipment shall
be enclosed and floor mounted, including two fused motor
switches, two current automatic starters providing overload
and lot: voltage protection, two enclosed float switches, and
an autom;tie ::.trr.,_tor. This alternator shall automatically
tranefer t.e oreration from one pump to the other, also start
the second pump in event the first pump doe:. not handle the
load. .Float switches shall be actuatrd by individual copper
floats having guided rods fitted with stuffing boxes. High
water alarn shall be flontless type complete with adjustable
mounting, transformer and •roper size bell.
(e) Piping and wirin^: rach ejector discharge shall be
fitted with a union, a check valve and a gate valve, and the
two discharge lines connected together through a Y fitting.
The main ejector dischargc line leading from discharge Y to
house sewer shall be not less than one pipe size larger than
discharge fittints of pumps. The electrical contractor will
extend pa,er service to ejector c_.utrol panel.
(a) riousing Over .:quipme.nt: Furnish and install, as
at.own on_nl-:ns, , r.oma=lete f:ousing over motors and en.i.pment.
• NOT.: ?aori�.:, st .I ci,lled for above including pumps
an=i other c,-_::::e nt to be : nd shed and instilled to the
�:.ti.sf.cti-n .: the Cite li: ineer of tt,c City of San Luis Obispo.
SECTIJN 28. 351AGE P,.".SSURE LINE FROM ?JId?ING ST„TION TO
•
DISHOP STREET 141ANROLE:
Furnish nil labor and material to install four inch (L")
diameter welded steel sewa,e pressure line pipe to be coated
with a protective coat of asphalt paint. Pipe shall be layed
along street right-of-way clear of traveled way where possible
and shall have at least three feet (31) of cover where crossing
traveled portions of streets.
SECTION 29. EXTRA WORK:
The Contractor shall do such extra work and furnish such
materials as may be recuired for the proper completion or
construction of the whole work herein contemplated; and he
shall make no claim for extra work unless it shall have been
done in obedience to a written order from the Engineer. All
bills for extra work done in any month shall be filed in
writing with. the Engineer before the fifteenth of the following
month; and failing to file such claims within the time speci-
fied all rights for pay for such extra work shall be forfeited.
The 6ontractor shall receive for such extra work the actual
cost of all materials furnished by him including any overhead
charges. For such labor and ecuipment as are necessary he
shall receive the current prices which shall have been agreed
to by the Engineer and the Contractor, plus fifteen (15)
• per cent for supervision.
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