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�E�QLCJTION C,�� THE ��TY c��INitdlt[SSIOt�i
OF' THE Cti`"Y OF CLEARVI/ATER,
r �,
�'LORe�A
�. '�,.� _
:, ����9'���'i, It is necessary, expe�lient, advisable and to tlle best interest of the City of
Cleai-water, for the City Goinmission foz• and on Uehalf of ihe said City to borio��v tlie follo�t*in�
sum� of money to ue char�ed agaiiist tlie special fund,$ herein mentioned, for tlie year 13L.�, ai�d .
to issue as evidence tliPreof Revenue Certificate�, as provided by the Chai~Eer of the City of
Clear��ater, Florida, t0—Wltt
The snm of --------------�g.�:�QS},�QQ------------riollars against the .PULb��--t'�.�xk--�&--IIz.i�.3.:���;
� the suni of ---� _Dollars against the ----- ------•--.-- Fnnd;
th� sum of --•----- --------- ---------- -• ---------_. _Dollars aaainst the �.-----• ------- -----•----------•--- ----- --- Ftmd;
ithe sum of -------•--•--------------•--� .---- ------------. .__Dollars against the ----�----------- ---- --•-------------- ------... Ftmd;
' the sunl of _.._.�------------•----�---------•-----------..._...Dollars against the :-----•-------------------_. ._,..._..------. _ Fund;
thestmi of ---,- -- -----------•--•---� -- -----------._,.._.Dollars �gainst the _.�. ---------------------•---------...--•---•---- r�und;
si�cl tlie sum of .. -�- - �-----•-- ------- -- -- ..::._.._:.,__Dollars' anainst the _ -- ._ ._ _--�----------•-�------------------ _ F�ind;
�i•hiclz said ainotuit does not exceed oue half oi th� tates levied for the year 19___��._
�1 Li?aT, ���Q1 ��I1�',�, PE IT RES�LVED BY` TH� GITY COi�IIrIISSION OF THE CITY
OF CLEARWATER, FLOI�,II'iA, ilia,t tlie City Commission, in behalf of tlie City of Clear«-at.er, �
borrotiv fror_i _.--..- - •-•Ti18:--Iia�---4�_�..��.�c��!£tP'�.@� --------------- - ------------- --•--�-•----•----- -------; ---------
tlie sum of � .. ......... .. ��..Q.,_4E��Q4i��Q:-------.._Dellars against thePt�.b�.i�._��fl�l�--�--��' 1' t���iid; '
1
� the sum of ----- -------- -------------- _....-- •--- ---.,.._Iibllars agaii�st tlie .. .. :. _... _......._.-----....----------� , ...---Fttnd;
' the sunl of _._.. -• -•--------------------------------�.-----.Dollars against the -----. ._.._.,....__.---..._-�---------•------•---.Fund;
� t11e sum o�' ..................... ..:.•---- --------------.._.Dollais against the ---------------...---------- -........ .__._. __,F.�nd;
�
�� the sum of -----------•--------- -----------•-••--------------Dollars against the ---- ------ ---•- --------- ---�----- --..,_._,Ftiiid; `,
i . ,
the stml of ---------_._...---_�---------------------------------Dollars against tl�e _------•• -------------------...------------------__Fund;
.,
and the sum of ---- -----------------�.------.. _.�---�-----Dollars aaainst tlie ------..........- ----•----- -----•---•.__...----Fun�;
u1a1�-ing a tot11 cf ---------�eYL_ ��uSa�...��tL__12Q��Ai1-------------- -------- -•.-----------•�--�------------ DoIlars;
to be charged �gainst said fitnd� re�E�i�-�or the year 19---��;., aud to issue as evidence af,
said indeutediiess Revenue Certificate� in the �e ar�iount� above stated, to bear iiiiere�t r
� f�o�m tlic date of sanze at the rate of ....................�r� ....,.. ,__.__.. per annui:n, payable on ot• l�efore �i�S3.��� y'
�".�• from date. Said certificate� shall be signed by the 112Ryor-CommissionerY the City NI�tnager,
aiid tlie Git�� Attditor and Clerk, respectively, of said Cit�7, under tF�e seal of said City. Snicl cer-
tifica+e� sli�ll be numuerQd -- -----_.:.�. --- -----•--- •-• • . �7 ��3.7.1,'�� f3S ' ; ,
.. _ against the �.�.�.53_.�f�Q�� .-------- -•._._.._ Fund, ; �
•- ..---• ---_�.--••----•---� .................. ..... ..�._.__. against the.--------------------------- _..,...---�----•----- ------•-----.. . ._. Fuua; . �
------------------------------ -------------•-- ---....._...__ againsi tlie------------- -------- -----�------ -------.._---------------------... - ._ Fund;
.� -------� --. _---._._...__. _ - - - •---. .. _._ ..__ agains� tlie--- .. _- - ._ ................. .... ..............•-------- ---- ,__. Ftinu;
... .---- ._ ___ --- ----- -- - - ---'• -� - - .. ..�_._ __ agauist the__.. _._.._...... _._. .-- - �- --------- -----•-----•------•------...._. Fiu�ad; ��
_. _..,. _�..__.. against tlie----- ------------------�------------•--------------_�.-----------------•-- Fund;
aud _.._. _ . -- . a.naiilst the--- ._ --- ---:�. --� - - ---. .... -----•---�._ .. ._. :-•- _-._ Ftind; �
` Tlie llolder or izolders of sucli certificat�� shall have �, lien upon tlie uncollected taxes; for and
� a�•ainst snid funds fo� tize yea�.• 19._ �� foi tlie amotmt of such ce� tifie�te�, � r_� �
Adopted b5r tlie City Gomnlission of `he Ci+y of Clear�uater, Florida, by unanimous vote, tl�is y
tlie ---------------------�--�---------------- --- ------.. day of --------178v'��ia-�------ --=- -------.19---�-2a
Attest : � a
� j � ������ ------�� °'-��- - ---- --
-- --- - -
----- --------,�t�'---- r`---�' �%�-��L-Lu-='�-�----G ��'� � Mayoi-Commissioner.
� Ciiy Auditoi and vleik.
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CI�Y OF CLEARWA.TER, FLORIDA
SPECIFICATIONS FOR STREET PAVING ----•--••- -------• ••------- ---------A�OPT�D .._.... _ ...---•-• --------• ....,..,�. 192....._..
� COVERING THE FOLLOWING STRE�TS, AVENUES COURTS bR ALLEYS.
,
STREET �'ROl7 TO
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. C1iAS. F, MASON, Gity Manager.
Ad�VERTI���d�1Q1T
Sealed propo�als tvill be received by the Gity of Clearwater, Florida, until 7:30 p. m�{4o�yyjd��r /v��192__��,
for grading, curbing, paving and «-idening streets, avenues, drives, drive�v:ays, courts and �alleys �vith lvidths and lengths las
shown on the schedule given herewith. The tSPes of street pavements -to :>e bid upon include asPhalt, brick an�l portland
cement concrete, on Florida liznestone, porElan$ cement con,,rete, bitumiuous concrete, ,and sand foundistion, and include
curbing, �rading and necese,ary storm drainage.
Blanic forms of proposal and specifications wil� be furnished prospective bidders. Plans ior the same iare on fi1e in
the �fi'ices of the City ;llanager and City Engineer of said Gity, �vhere they many be examined.
0�
GertifiE�l check of �_%_��Qf1 �is required �eith each bi�l and bond foz• 50 per cent, nf �the contract price will be re
quired of the successful Uidder, suci� bond to be a l�ond wi+,li reputable �and responsible sureiy company as surety and
tivritfen by company or companies authorized to do business in the State of Florid:a.
Tlie City re�erves the r;ght to reject any and all bids.
The Gity re�erves the right to increase or decrease the amount o£ �vork included in these specifications without laff2ct-
' ing in any t�*ay the �contracE prices and �vithout affecting the specifications o�- contract in any otlier respect.
Ti�e Gity reserves the right t� group the �vork ir uruts as set forth in Instruci:�ns to Bidders, and to let separate con-
ti:acts fox any one or more units.
The Giiy reserves the right to purchase brick and concrete inaterials and furnish them to the contractor to be placed
, by him under the specifications at priees bid by him.
CAAS. F. MASON,
City ManagEr.
DEFINITION OF TERMS
�henever in these Specifications, Contract and Bon�l, the follo�ving ierms are used, the intent and ineaning sha11 be
. interpreted as followsr
"CITY"—the Gity Commission of Clear��rtater, Ftorida.
"E\TGII�TE�R" Tlie du:y appointed City Engineer of the City ,of Clearwater, F9a. He «�ill be represented on the �vork
by as many assistants as muy be necessary.
"LABORATOIi,Y"—The ofI'icn31 testing laboratory designated Uy the Engineer.
`BIDD�R"—.An individual, firm, corporation or parinership submitting a prop�sal for the woik contemplated, acting
direcEly or thru a duly authorized representative.
"CONTRACTOR"—Party of the seconcl part of the contLact. SuU-contractor as such tivill not be recognized.
"PROPOS�IL"—The proposal sut�mitted Uy a u�aae� on the approved prepared form.
"PTZOPOS�.L GUARANTY"—The security to be furnished by the Uidder as evidence of good faith.
"FLANS"—General ai�d detail plans «�h:cl; form .a part of these �pecifications and contract, also ang an�i all plans that
` may Ue furnished or �ipproved by the Engineer ns the wo rk progre�ses. `
"CONTRAGT"—The agreement bet�veen the City and the Gontractor, mcludin� the Advertisement for Proposals, Propo:•al,
Instcuctions Eo Bidders, P:2ns and S�:^_cifications, and tlie specific contract and contract bond, togethei �vith sucIi sup-
plemental agreenients fis may U2 made during the progress of the work.
"COAiTItACT BOND"—The .pproved form of security furni�hed Uy the Contractor and his Surety as a guaranty of good
f,aith on tlte part of the Contraetor to execute the a�°ork in accor�lance �vith the terms of the contract.
IPISTRUCTIONS TO BIDDERS
1. Sealed �SroposaIs for the inrprovement of the sti'eets listed �vith the �accompanying Sorn� of Proposal, by giading,
relaying, �videi•.:n�, etc., ancl Uy paving �vith materiais and o n foundations as s�ecifiecl, tvill be received at the office of the
City �Ianager of ii,e City of Clear�vater, Florida, utiti? r:�0 R �4L. on the._�5__..day of.._��'c�'t �-f--'�-`'�'--- -•--, 1`��`�, at �vhich
time and place the progos�ls �vi:l be puUlicly o�ened and rea�i a�oud.
2. Biddexs are expected to r2xd the specifications cure�ully, as they �r�ll be strictly enfarced as to material, ~voxkman-
sliip ,and manner oi conrtruetion. Bidder� must also malce th emselves acqt:ainted tivitli ihe plans 1nd �vith the grounds on
t�hich the pavements are to be I3id, as no a3lawance �4-i11, Ue made for Ehe failure of a bidder or of the Contractor to e�timate
correctly the difficulties attending �he execuEion of the ��`ork.
3. �ach Uidder must furnish sahtpies of materials Uid itpon for tesi and as siandard of quality to be required of him,
and if he bids on inore than one kind or quality of nrateriai h e must furnish samples of each kind or qitality bid upon and
hi; price for each,
4. I'idders 1ie here�vith furnished n=itli bl�nks om �vhich all proposals must be made.
5. IF i,he propo��l is made bY an individual, his name and post office address must be sho��yn; if nrade Uy a firm or
g<^,rtnership, ihe na�ne •and post oflice acldr2�s of esch �ne,iio er of the firm or partnership must be sho�vn; and if n�ade by a
carporatiott, the perscn si�nm;� ±he propo�sl must sko�v the State undei tl�e la�vs of tvhicl� the corpo�atiqn is chart2red ancl
iUe name, tit;e and bu�ines.. .�ddress ot the Pre�ident, Secretary and Treasurer }vith the officinl corpoilstion seal thereof, to-
ge�her �aith his o�vn ofiicial title. .,;
G. Bidders inusE ateomp�ny their proposais nith a certified check in the sum of �S_ �'���' -'-, ---, Payable to the
Cit� �, ��s a guazanty tl�at the contruct and boi�d reqnired «-i11 be entered into. �
7. The succes3fui bidder tivill ue ret�uired to furn;sh Corporate Surety Bond for 50 per cent. of the conkraci price,
�r,litten by Company or Compaaiea auilrorized to do businecs in the State of Florida.
8, Should the successful bidder fail �o �nter into contraet and file Corpo� ate Surety Bond, a; required, �vAthin 15
clays after notificltion that the contract is reacly for his signature, his certified checic shall be forfeited to the City as
✓� ]inuidated d�mages.
' J. :�np pro�osal r.za,y be rejectec? ti�?2i^'i �'r��t�s any addiiion, oulisaion, alteration of forin, alternntc bid no.t e�alle�l.
for, conditicnnl bid oi i:regularities of �any kind.
-+r lp. The Cit� res2rves the right t� rejecG any or all propo�als and to �vzive any informalitiea in the pioposals leceiv-
Ga.
11. Tlie City re�erves �he right ia rearoue from the list of streets, allies, etc., included in these specifications, nnd'
one or more streets, al•:eSs, e�c., tti�ithout affectin� in any tvay �he co�itract prices and �vithout affectine the specifications
4x cir.a:z�� ir� a:;y o.i�er iespa�i.
Sheet 2�A
�ia.o�o�1�L.
For paving and �videning street pavemeiits in the Gity of Cleai:water, Florida, as sho�vn on the list of streets to be paved or
tividened, and taccording to the plans and specifications therefor on file in the Offices of the City Manager and City Engi-
neer, and �vith the materials and foundations designated or to be designated'.
C1earSvater, Floriclia- ------------------..------•----•-•--•---._., 192._._
To the Ciiy Commissioners of the Gity of Glearwater, Floridar '
` The undersignecl, as bidders, declare that they are the only pex,spns interested in anY manner in tliis proposal and tF�ai
� the same is made in good faith wzthout any connectiqn or collusion �vith any other person, fiim, partnership or corpoiation,
and without any previous unclersb�nding whatever as to relative pi•ices with any person �r persons �r�ith the object of ob-
viating competition; and that thes have carefully eximined the aitnexed speeifications and cont�ract iand the plans on file
in the offiees of the City Manager and City Engineer anc: have inade all personal examinl3tions necessaiy to understand
{, fully the intent and meaning of the sanre and the char�eter of the �round and any difficulEies th�at �are liable to occui in the
prosecution of the work.
F Tlie undersigned, as bidders, hereby a�ree that they ��•ill �onirlct �vith the City to fuinish all �equipment, nzateria.l an�i
. Iabor �iecessar,y for the construction tand completion of the �vork below descril�ed �vhich may be awarded to them by the
CitY at tlie prices given belotv and tvill do the �vork in the mRnner provided in the P?ans and specifications ior the said
� work, which are heieby ny�de a part of tliis proposal, and �vill take in Tult paynrent therefor; 'con�plete, the unit prices be-
low sek forth. •
t The improvements for �vhich this proposal is directly made are those on the accompanying attache�l list, escept those
that may be omitted 1s provided in Paiagraph 11 of Instrnctions to Bidders. The quaniities �iven, after cleducting those
of the streets, alleys, etc., �vhich may Ue omitted as provided herein, �nd the prices Uid �vill be used for the purpose 'of
comparing competitive bids.
' No claim s1iaL' be made by the Cbntli�ctor and none shall be allo�ved by the Gity on account of the quantities being
diniinished or increased or on account of the City exereising the right herein specified to reinove any street, �iley, etc., froin
the list.
.__.__.__.__..__._.E1rth�cork; excavation or fill, to ue iraid for only �s excavation,hrri�,�{�vu(u�-ioioea�+. $ ....................per cu. y+d.
_ ----•---------------0�•eihaul per 100 feet ih P�tCeSS o{ i000�- �---- -----•- --_.per cu. yd.
----...._ ' . -b � ` ' h � , . r
---•----- �'�
$....-• ..............per sq. y:d.
_ ......_...�..Ear�aaiai3iu�r- " - ' ,. " inch granite curU �. _per 1in. ft.
. ..............Furnishing and setting ne�v 1�-inch granite curb $_.___.__.._..__.._..per 7in. ft.
, ____________________rui•nishing and laying in p11ce ne�v 18-inch porttand cement conctete curb �._. __..._._..__per lin, ft.
..._..._.____...__.Furtiishing and layzng in place new 14-inch portland ceinent concrete curb $..__.____._,.____per lin, ft.
...__...__...,_...Furnishing an�i layin� p11ce iie�v portlan� cement concrete comUined cuib ana gutter �.__ .per lin. ft.
_ ______________Furnishing 1nd settin� ne�v 13-inch granite xadius curU $_.___._._._._____._per lin. ft.
_ ._..._..__..,.Furnishing and settitig nelv 14-incii granite radius curb � ... ............pt�r lin. ft.
....................Furnishing aiid laying in pbace ne�v 18-inch portland cemen� concrete radius curU �_.. ._._:,_..._:pez lin, ft,
...................�Fui•ni�hing zntl laying in place net� 14-inch portland cement concrete radius curU $__.__...._........._per lin. ft.
....................Furnishing and laying in place ne�v partland cemeut coinbined iiadius curb and gutter $.__._.._.._...._.._.per lin. ft.
._..._� .............Furnisiiing and setting grinite eagin� for pavements ��'here ordered �5..._.__.__._..._....per lin. #t.
_� .................Purnishing and setting gianite headers ior pavements where ordered $_......_._.__.._.__.per lin, ft.
....................Furnishing and layina broltexi stone pavement ioundation four (4) inches tl�ick $_.,..__.__.......___per sc�. yd.
..................�,For each inch of additiomal thicl.ness of broken stone pavement foundation $..._ .__._.___._per sq. yci.
�- ,
.. ..............Furnisliing and laying portland cement concrefe plvement foundation four (4) inches
thick � ....................per sq. 3*d.
_______________._..I'ar euclt inch of acl�itional thickness of poriland ceiuent cci:crete puvement foundation .S_.._ ___.__.._..per sq. yd.
Sheet 3-A
�
._._ _.,.___....Z�'urnishing and laying brick pavement tvith No. 1 brick znd ssnd-filled joints $ ........ .........per sq. S�dr'
_._. ..__.___,._Furniahing and laying Urick pavement �vith No. 2 brick iand sand-filled joints �- .--.-.---per sq. yd.
��-o�_____ ___________Furnishing and applying asphalt filler Soi brick p�velnent instead of sand filler,
� additional price of �____.__ per sq. yd.
,� _._.. ___._._�_._Furnishing and �?aying t�vo-course asphalt p�avement t�vo and one-half' (2�i) inches thick �____________ ____per sq. yd.
____________________Furnishin and layin b'ittminouos�co�cret�� �ttvo (2) inches thick �__..___ _.....__.per sq. yd,
g g pavement
,
� � .E���tc � GL.,,( I�,,� � .� (�- i.�l�,.. � � .
----------•---------Fuinishing �and �aying . . . . . . ' ` k v�---.�. per sq, yd.
• __________________Furnishing and U�ying portland cemeut concrete pavement four (4) inches thiclti �._....._, per sq. yd.
____________________F'or each additional inch of thick-ness of portland cement concrete pavement �.._._. ..._._.,,per sq. sd.
----- ----------- ' ' . ' � .. y
t1�e�ezr_-� s�---•--•------•------Per sn. yci.
I+��.._.__ ...,_ .:,.....w.,.._,. r,,,. r.t� c..,;,..._ c..:.,. a ... ...........a. ._._, ._::�}s�,BGt��erek
-----•-------------• � ,
a �nri� n � vmmrnm�+.,� . r .' . . .
,,.,.��� 1 $-••-------------•---per �q. 3d.
�-----•----•---..,.Eai-3a3:i;u9 ' - ' ' , < '� 1,
. ce� o e ie y e » v�-•----------•--•-•--Per s4• Yd•
_______________,___Resetting olci granite curb ��rher•e ordered at �._._,_..._._.___..._per lin. £t,
____________________Pesettin� old concrete eurb where oidared �at �,,__,... ....per lin. ft.
.__._._._._____,_._Resetting old concrete curb and gutter'�vhere ordered �y ....... .........per lin. ft.
____ ___________Relsyina old brick pavement in san3 Ued tvith sand filler whez�e ordex•ed $�_.._. .._._._..per sq. yd.
_..•---------------• . . a . .
�--••--�----......._per lin. ft.
� f„ i _ a ,... �L .� •
�- ------------ ., b �- v�•--- ....._._.per lin. ft.
....................For £urnishitig and laging 12-inch concreie pipe �5.._._._ .__......per lin. ft.
...............�---•For furnisnin� and laying 15-inch concrete pipe �---...., _....:.._per lin. ft.
-�---- --•--•--•- n�l l�yi11� 78in�h rnn + r'Z �-----. -•----•-ne
r lin. ft.
--•--- _ . . _. . . � ., per lin. ft.
______ __________For furnisliing and laying 24-i` n�'conc" rete pipe $__.___.. .,.._ ..per lin. fl,
•----- --•---•-- � f,. � a i 2v-• , „a •
—r-r �- -------•-•----•..per lin. ft.
. , . .
•---------------,..r�- .
�--•---• --••-----per lin. ft.
.-___ . . . . . .
� $ .. per lin. it.
____ ____ ______For furnishing and layin� 3G-iach c ncd rete pipe
�------- -•----•--per lin. ft.
..-•-••--•---._.__.- • ' ' . ' e ' ' ' . . �-•---..•----•».---•�er 1in. ft.
------ --•---•-- '` . b ' _ . . u . e
�----•-- •----....ger lin. �t.
...........:........For furnishing aud laying 12-inch vitrifiecl sl�ale nipe $___._.._..,.._..._.per lin. ft.
____________________For £urnishing and laying 15-inch vitrified srale pipe $._.____,_,_,.___.._.per lin. ft.
.••-•--•---•--••---- . . . . y . . _ --•-•-•-•--ner lin. ft.
�---•-•-•-
. """"""._...._,r�i i'm•nic}til� �anA' l�=rin�. nfl-inrb iifriAn.7 �S�L+�-..�Jri� � . •p......" ' "�j)21 �Ih. �t.
Sheet 3rS �
"�a:Y- � ,e„ � . . � � . � �.e:.
-� . - - - - _ -- v......._�.
`� �, "`> �, ,,�„ � -�,:
� .
' ....................For furnishing and 11qin� 2�-inch vitrified shale pipe �.........._.........per 1in. ft.
� � �� i�'„qz- r-�._..,�w,..,.t_:_r __, ,..._:., no_• 7,. ..�•�,.:a,.a� ,.Y.� r.. � . e � . � . . . . � el lin ft ..
...--- -- • b t r �-..._....__ . _ ..p .
...............••---F . : . . . a . e �-- --••---�er lin ft.
. . , .. . . ...
----- ---------• � $.....-------------..per lin ft.
_,__,___..__,_..._.For furnishing and laying �(i•inch �itrified shale pipe �_... .per lin ft.
; ____________________For f'urnishing �and constrttctii�g storm tivater inlets $__._._..__....._..._each
____________________For furnishing :anci construc�iiig nianlioles �n storm �*ater clrains �5,...,.. .,__.....each
....................I'or furnishing and layring in place portlnnd ceme�zt concre�� side�vallcs yS.._..__ ......__.per sq. 3*d.
Far a�1 P.+�h'a. .+a�rl�, �ot sPectif�uC a bo�t, cos� plus _------- e.'/, .
� Escavation and baelc filling is included in the bid price for' furnishing and laying pipe and for furnishing and con-
structing storm �ater inlets and manholes.
�i.ate of progress Per month in sqnare yards of completed pavement by �vhich date of com�letion of
contract «�ill be cornputed �vizen total yardage in contraGt awarded is determinecl ....................sq. yds, per mo.
(Individual firm or corporation) ------•-------•.-----•------•--... ----•.----•••--•.-• .... ......... ..�,_...._. Bidder.
Signatures o£ individuals interested in bid:
�`
.�;
Sheet 3C
-
'�:�,,;,
7 '
^�i°" "'�' .�s- .�-
A��,�EI��ENT
THIS AGREEl�I�NT, AZade and concuided this_._......__.d�sy of .._.__., .._...._...__., A. D. 192_..., Uy and between the City
of Clear�vater, Florida, a �l'Lunicipal Corpor�tion legally established under the la�vs of I'lorida, party of the fixst pai�t, liere-
inafter caTled the City and .__,,._„ __.....�. _.,...._. _..___.., herein�after calded the Contractoi, party of the
secon�l, part,
----•---- ----••----_••--_.
SVIfiI�T�SS�TH: fihat the said contractor Ivas agreed and by i.hese presents hereby for himself, his successors, heirs,
executars, administrators rsnd assigns, coveuants, promises ancl agrees to and tvith said Gity for the consideration herein
inentioned and contained, and under pen�alty expressed in a bond Uearing even date with these pi�esents i�nd, hereto �annexe�l,
to furnish at his otvn cost, charges and expenses, a19 necessary labor and material, inoluding toals and aappl'v3nces required
to be used in the performance of said �uork, an�i �vill excavate for, build and complete good, firm, substani'val pavements
in the City of Clearti�•�ter Ft:nrida, in stiict �accordance tvtith the p11nS, dra�*ings, profiles and specifications on file in tne
o,Tce of Ehe Engineer, �r{iich are made �a l��i't of tkeis contract and binding upon the several parties hereto:
ENGINiER IN CHARGE OF WdRK— i
It i� mutuaIly understood and agreecl that the �ngineer is to have charge of the �vork,
CONTRACTOP.S TO BE PRESENT OR F`EPRESENTED—
The contractor must at �11 times either be personally pxe;ent upon the �vork or be represented thereon by a Lesponsible
sgent, to L-e.desigirated in �virring by tlie contractor. Tliis a�ent shnll be clothed �vith full authority to act for the con-
hracior in all eases, iand to carry out any in.,tructions relative to the trork t�iliich may be given by the �ngineer either
personal.y or thru �an authorized represeutaiive.
ALTERATIONS—
The Engineer �hall have the po�ver to make any alterations in the lines, grades, �rlans, character or quantity of the
\YOYI[ herein contemp�.ated either before or �after� the commencement� of� �the� �vork. If� sur}i �alterations diminish. the� quanti- ��
ty ur increaee the an;ount of �lie ��ork, price or prices stipt:lated for such �vorl: in tlie ttiltraet sliall Ue paid aecording to
the quantity actu�lly done, and such alterations sha;l not constitute a claim for dama�es against the Citv or any of its
aaents, but in case such chanaes ,should serve to increase or decrease, .tlie cost of the �vorlt to the contractor, a'corresponding
inciexse or decrease, to be agieed upon Uet�veen the Engineer and Conti�actor, rvill be 1na�le in the amount paid the con-
tractor, except as provided othertvise in Pisragi:aph 11 of Instructons to Bidders and in the Proposal, All orders regard-
ing changes in the plans or specifications must be in writing and signed by the Engineer,
ERRORS AND OMISSIONS—
The Contractor hereby agrees that �any omission or error in these specifica�ions and contract and that any omission
or failure on tlie parE of Ehe Engineer or his assisant to dete,;t defective work sha11 not relieve the contractor of wuy obli-
gation to perform all requirements of his contract and that failure to cietect or condemu improper �vork shail not Ue un�ler-
stood to be �an acceptance of the s1me. Full informntion �r•��.�. altrays he given shoulcl iany er�prs or omissions be discor•er-
ed in these specifications.
SCOPE UF R'ORK TO BE D�ONE—
The Contnactor hereUy �agrees to grade the streets and to bi•ing the suUgrade surfsce to the lines and grades as sho�vn
on the plans, and ��rith cro��Zi and cross-Section as directed by: tlie �ngineer; io do all cleai•ing and to move such trees �as
may be required; to make neces�ary exc��m�tion and fill; to coristruct paving, base of pati�ing, �and curbing; to change the
locations and rebuild any oatch b�asins, se�ver manholes or other connections to se�ver as may Ue required; in short, the
Contractor a�rees to furnish all materials, imp'lements and Ia�or neces��ry to coniplete and' put in periect conditions for
use, the streets, alleys, etc., �vith ail apperiaining structures, in strict �accordance �vith the p'lans and specifications, and to
leave the road�c�,ay and adjoining prope�ty in neat conditiion and �ree from ruUbish and other materials. He agrees to s�art
tlie improvements at such localities as are desi�nuted by the Eugineer, and to conduct and complete the ���ork in �accordance
«:ith the plan5 and specificltiuns �s interpreted by the Engin�er at the unit prices mentioned in the proposal, �vhich shall
cover the cost of material �and labor. In clse the Gity choo;es to furnish brick, or concrete �ruaterials at its own cost, the
contractor agrees to lay the pavements in all other respeets aceorcling to these specifications,
LAYOUT OF WORK— ,
The Engineer tvill furnish all esplanations or diree�:ions necessary to cssrt-ying out and �ompleting satisfactorily the
difier,;nt descriptions of �vork contemplated under this contract. I�e shali give ail necessary lines, leveus and grades ior
the guidance of the Contractor, and #]te norlc shall conform th�reto. Such stakes �and marvings as the Engineer may set
tor either his o�ti�n or the Contractor's guidance sh 71 be scru pulouslg preserved by the Contractor, In case of negligence
on the plrt of the contractor oi his employees, resuiting �n the destruction of such stakes and marking;, an u�nount equal
to the cost of repl�acing same �viid Ue deducted 'from subseguent estimates due the Contractor.
SUE-CONTRACTORS—
Sub-contractors will not i�e recognized as such, but this does not prohiUit the Contractor letting uut to others any por-
tion of the �vork he or tliey nv.ty desire �vith the �istinct understandino that by so doing the Contr�ctoi• is not relieved of
his liaUilities and otrligations under tliese specifications.
NIGHT WORK—
1\To night tivorl�, or �vork on Sundlys or legal Holidays in the 5tate of Florida 1vi11 be permitted �vithout first obbainin�
permission from Ehe �ngineer.
RIGHT OF WAY—
, The City agrees to provide a�ll necessary� rig:�t of way for the perform�anee o£ the �vork under contiact,
LITIGATION—
y�, The Gontractor hereby ag�ees that sl�ould the Gity be prohibited or enjoined from proceeding �vith the �york herein
contemplated, or from iauthorizin� its prosecution, or by rea;on of inability to procure necessary right of �vay for said
ti��ork, he shall not l�e entitled to any cl�aim for damages or ot]ier�vise, nor to �vithdra�v fiom the contnac?�, except by an�l
���th the eonsent of the CitS, But said contractor sl�abE be entitletl to an extensian of time for the completion of said ti��ork,
equal to the time of suc1� interrup�ion or delxy, 1, determin:d ancl cert:f.•�d in �vriting by the Enoineer.
:.lieet 4A
BI� PRICE—
The Contractor hereby agrees to receive :cnd accept •as full compensation for everything furnished and done by him
under this ccntract, the prica bid by him on bidders' sheet, a�d the City agrees to pay these prices for the execution of the
�vork completed and r�ccegted under tfiis contract, The P��es bid sha�ll include the use of all tools �an3 appliances requir-
ed in the performance of said worl:. The prices bid shall include all loss or damage arising out of the nisture of the work,
or from tbe ac�ion of the elements, or from any unforeseen ob�tructions or difficulties tivhich maS be encountered in the pro-
secution of said work. The prices bid sha,ll inclu�ie all r�lcs of every description connected �vith the �vork and all expenses
incurred by or in consequence o£ the susPension, discontinu�nce or del�ay of tlie �t�ork herein specified. The prices bicl
�+►` shall include the faithful performance and completion of said �vork in the manner required, and according to this agree-
ment, �and in accordance �vith the vu3ps, plans and profiles and speeifications. Tt shall be strictly understood that there
shall be no claim for extra �vork except as herein provided, but tiiat the whole �vorl:, or any part $hexeof, ras herein de-
scribed, governed and set forth shall be �at prices agreed on b:dders' sheet.
COMMENCENfENT AND PROSECUTION OF WOAK—
The Contractor shali commence �vorlc under tnis contrac6 �vithin 30 days after the giving of zvritten notice by tha
City 11'tarusger, and shnll prosecute the work �vith dilignnce an1 compl?te the same in the time set in his bid on this tiv,ork.
It is undestood �and agreed that sliould the work , a finishe�l after the date fited in the contract for this �vork to Ue
finished, the Gontractor may be char�ed �vith the entire cost of all engineering and inspection for the period of time
beyond the date so fised, and any other expense ineurred by reason of the del�ay, This is agreed upon not as a penalty but
as liquidated dismages.
ADJUSTMENT OF DIFFERENCES—
The City, thru iEs Engineer, shail $ettle all disputes or �Yuestions of douUt that may arise as to the meaning of any
v:ause of these specificatians or methods of doing work, and tl.� Engineer �h�all make all necessaiy explanatians as to the
meanin� nnd inten`ion of these sPecifications, shall give all flrders and directions contempl�ated therein or tliereby, and in
every case in which a difficult or unforeseen co?tdition shall arise in tlie performznce of the woik required by this conLzi�ct.
F�ny differences or conflicts which may nri�e b�tween the Gontrnetor an� other Contractors of the party of the first
part in regard tc their R�ork sha11 be adjusted by the iruS'ineer.
tNTERFERElYCE WITH PUBLIC TRAVEL—
The Contractor shall conduct this �v'ork so �xs to interfere as little as possible avith private business or public tiavel.
He sha�ll at his o«'n expelise, �vhenever hecessary or required maintain blrric�des or fences. He sh�all, at his otvn expense
provide �'atchmen, maintain red lights and take such othei precautions as may be necessary to protect life i�nd property,
and he shali be liable for aul damages occasioned in any� �va;� by h:s �act or negleet or thlt of his agent, en�ployees or
tvorkmen.
SANITATION—
Necesszry sanitary conv�nien•ces for the use of the labarers on the �ro,k, pioperly secluded from public observztion,
:hall be constructed and maintained by the Gontractor in S�1cIi minner and �at such points as shall be approved, and theii�
use sha11 }ie strictly enforcecl.
CQ113PETENT LABOR—
The Contrlctor shlll employ anly competent men to do the �torl:, �nd �vhenever the Engirreer shall not�fy the Contrac-
tor in �vriiing that �anY man on the �eoik is, in his opinion, incompeient, unfaithful, disorderly, or otherwise unsatisf�ctory,
snch man shall be discharged •and not aglin employed on tlie work �vithout the consent of the Engineer. This requireinent
sliall not �e made the basis of <nny claim fox compens��ion or �ian�age against the City or �any of its officers or agents.
ORDINANCES—
The Gontr�etor shall I�eep hitnself infoimed of iall e�-isting and fuiure State or National la�vs and �:ocal ordinances and.
regulntions in any xtv.�nner �ffecting tl�ose engdged. or employed in the �cork, or the materials used in the �r•orl:, or in �auy
�vay affecting the conduct of the �cark, and of all such ordeis and decrees of Uodie, or tribunals having any jurisdiction -
or �;3uthority over the same; and sh•adl protect and indemnify t21e party of the first part and its officers or agents ngainst any
claim or liaUility arising froni or based on the violation of any such 1�2�v, ordinance, regulation, order, or de�cree, �vhether
Gy liimself or his employees.
OFFICIAL NOTICE— ,
The address given in the bi�l or progosal upon �vhich this contract ss founded is ]iereby designated �s the place tvhexe
notices, ietters and o4her c�mmun'scatiions to the Contractor srall be certified, mailed or delivereci. The delivering 1t the
aUove named place or clepositina in a Post-paid �vnapper directed to the aUpve place, in any postofI'ice bo�: re�ularly main-
tained l�g tUe Post Otiice Departmeni, of any nqtice, letter, or ather communio�tion to the Gontractor, shall be deemed
su�cient service th�ereof u,pon the Contractor. Such address m•ay Ue chinge�l at 1ny time l�y 1n instrnntent in �vriting, ex-
ecutecl and ackno��iedg2d by tlie Contractor, and delivered to the party of the first nart. Nothing herein conb3ined shall
Ue deem�d to preclude or iender iitoperative the service of any notice, letter or other communication upon the Contractor
personally.
BOND—
The Contractor furtlier agrees that he avill esecute a Corporate Sureiy Poncl �vhich sh�u71 be �apProved Uy the Gity for
tlie faithful performance of this contract, and to indemnify and hpld haimless the GitS from suits and actions of every de-
scription brought aglinst the Ciiy on •account of +any injury or damages Teceived or sustained Uy any party or parties by
or from the said Cuntractor, his sErvants or agents, in the construction of s�iu :v�rk, or in consequence of �any negligence
in auardina the same, or of any imporper mater:al used in it; cJnstruction, Or on acc��_nt of action brought against the
Gitg b5* re�son of the failure of the Cantractor to p'ay for such m��terial or labor emp:oyed or used in the �rork. So much
of the money due as shall be considered neces�ary by the City may be retained by ihe City until ald such suits or claims.
for dlm�ges as aforesaid shall have been settled nnd evidence to this effect shall }�e furnished to the satisfaction of the�
City.
In the event the sureties or the surety Gompany Ueco mes unsatisfactory to the City; it may, iu its discretion, re-
quire from tlie Goniractor an additiou�.' or neiv b�nd in the same or :ess peual sum t�'iih sureties or surety company s3tis-
f�actory to the City and to he con�litiaued as above required. tipon failure to furnish such iadditional or new bond �vithin
� lU days' �vritten T�otice �o to do, all payrnents under this contraet �cill be ��':theld until such aciditionai or ne�v bond is
fiirni5hecl.
TRANSFERS—
No contract or interest therein shall ue transferred Uy a-�y party or p�arties tn whom tha award is made; sueh transfer
�vill be nu�:l and void :��ci ��iil give tf�e City the right to con�icter said contract as annulled at its option.
Sheet 4-B.
.� _� , �
'..
■
. � .
" �
�
�
In ihe event the contractor� sha:l be adjudged a Uanlnugt, this contract as to �11 uncompleted �vork to be done itnder
this contiact and a11 right to •compensation tihei:efor shall ceiase and terminate at the option of the Gity or the City may
require the surety upon the cmitractor's Uonti to ilo the ivork at the price and terms as provided therein for the contrac-
tor.
REPAIRS AND CLEANING UP—
Tf �at any time after the acceptance of completed �vork, pr any definite portion thereof, land before ninety (90) days
thereaftei•, any portion of the work shoulcl require repairs by reason of faulty material or workmanship on �the part of tl=,;
Contractoi, the Engineer slv�ll notify the Coiitractor, either in person or by mail, that such iepairs �are necesaary and de-
fine the natu�e and amount of work to be done, Should the Gontractor fail to cause such regairs to be macle �vithin ten
days after such notice, the �ngineer shall hzve the right to purchase materials and emplo5 nien to esecnte the said repairs
and the cost of same sliall be deducted from •the money due the Contraetor.
No travel sha11 be permitted on the pavement until so ordered by �the �ngineer And the adm'ission ,of tr1ffic to the
street shall in no case release the Contractor from his 1i�ability under this contract to Iceep the same in full condition and
repair and clean it up, �s herein provided.
ABANDON WORK—
It is further �greed Ehat should ihe work, or any part thereof, under this conlract be aUandoned, or should the C�n-
tractor �vilfully antl persistenbly violate any ��rt of the conditions of this contrnct, in the �opinion of the �ngineer and he
shall so certify in �vz�iting, the City sball liave the powei $o notif,y thP Contractor to discontinue tvork, or any p�art tliereof,
tmder •Ehis conti•act, and to employ such men and to purchase such material as it may deem necessary to complete the �vork
herein de�cribeci, or �any part thereof, and in so doing inay use such tools, implements and mateirials as may be necessary
uPon the 1•ine of avoriz.
PAYMENT—
Payment �vill Ue made :in clsh as folht�s: Estiuiates of �vork com�xleted �vill be niade Uy the �ngineei on the firs� of
each inonth and payment �vill be made on ihe fifteenth of the same month of the estimate less fifteeu percent, tiVhen a
street is completed final estimate �vill be made by the Engineer. I+ror.i ti�e amount due the Conti�actor; namely, the final
estimate ttnd ihe retnine�i fifteen percent; �vill Ue deducted 1ny accrued damages or penalties, and pa}>ment in full of the
�amount due �vill be made �vithin thirEy days after the aceeptance of the street Uy the City Commissiozrers,
----------• ................. ........ ....... ..•---...-•---- --__. _�.. - --•--•--•-- --••--•--�--•• ---• •-•_. .,... (Seal)
_..--- •---•--•-• ----- -- -- -----------•--�- -•----- - •-•-----....._ .•--•--•-•---- - -------------------..._....-•--•---•-�--...---- (Seal}
----. ....,. ----•-----•---�-- - ---------------•------ ---�- .....-•---------------..... ..._...-----•-----------...-•-------•----_ (Sea1)
--- _.._. ....
For the City of Clear�vater, Fla.
0
a
::� � . . . . . . �
Sheet 4-G.
�l , _ _ _ : _.
� � � ; ,
C � � � �
} '�
�
F
F GE1����L SPECII�'I�AT�ONS
�
� PAVEMEI�iTS
I. The �vork herein specified to be done consists of fiirnistiing mateiials and labor for and the construction of and
� �videning of puvements in the City of Clearwater; Florida.
II. The Gontractor shall furnish and do everything, except as herein other�vise provi�led, necessary to com�rlete the
work in accordance with the terms of this contr.aci and with the requirements of the Engineer thereunder, including elear-
ing ati��y all rubbish, surplus and rejected ma�erial and discarded curbing, z��hether the propertv of the Contractor or of
the City, and s��alI deposit them aY, such �rlace or places as directed.
� III. All materials furnished and work done by the Contiacto: shall be subject �to the inspection of the �ngineer, ancl
rejected niaterials shall be removed at once from the site of )the work, and defettive �vork repaixed or replaced by order
of the �ngineer. Fncilities for the handling and •inspection of materirals and �d.ork shall at al�l times be furnished by the
contractor, and delays in handling the mate�rials invnlving storage charges shaIl be at the expense of the Gontractor, who
shall provide sui.table and adequate storage room for materi�3ls, tools, etc., during the progress of the w�ork and be respon-
sible for any ]oss of or damage 'to materials fu:nished by hi m unti�l, the final acaep6ance of the completed work.
' IV. The order or +equenee 'of execution of the 1�ork and the general conduct of the Yvork shall be subject to the 4�p-
proval and direction of the Engineer, �vhich anproval or direction =ha11, ho�vever, in no �v�se affeet the conduct of the
work or t:�e responsibility uf the Contsactor.
V. A71 necessary lines, levels and gnades shall be given to the Gontractor, ��vko shall provide at his otvn expense such
forms, materials and assistat�ce as m�ay be required by the Enginee�,�.
VI. All �vork sliall conform during its progress or on its �completion tru]y to the lines, levels and grades given by the
�ngineer and shall be built in a thoro.y �ubstantial and tivorkniznlike manner in accordance ti«th the plans and diiectiuns
�iven from time to time by him, subject to such mudifications and ad3itions �as shall be deemed necessary by hini during
its esecution, and in no case shall any ��ork in excess of th2 plans, reqcirements �and specifications be gaid for unless
ordered in �vriting by the Engineer.
All ti��ork done �vithout lines, levcls and instructiu�rs h�ving Ueen given therefor tiy the �ngineer, �rill nnt ue estimated
or paid for escept tivhen such tvork is authorized by tl�e �ngineer irr writing. Work so done may be orderecI removed �nd
ieplaced ;it the Contractor's sole cost an� expens>.
Work done ciuring the absence of �an insnector or assistsni may not be estimated or paid for at the discretitin of the
Engineer. If not accepted uy the Engineer, �vorlt s� done must be removed and replaced at the Contractor's �ole cost �and
expense.
VII. The Gontractor shall not (except after consent from the proper parties) enter or occupy �vith men, tools or
materials, �any liand outside the property of. the Ci��,
VIII. If the Contractor considers any avorl: required by him to be outside, of the reqnirenients of the contract or
considers any iecord or ruling of the insPectors or Engineer as unfair, he shall ask for written instiuctiona or deeision im-
niedi�at�ly an3 ihen file ��iritten protest �cith the Engineer abainst the same within 10 days thereafter or Ue considered as
having accepted the record or xuling,
Sheet 5-A
�P�CIF'ICA'I'IO1otS FO� �URB AND G�UTT��2
GR�ANITE CURB, EDGING AND HEADER
Dimensions—Cur6ing—
The granite cnrb shall ue four (4) inches thick, foui-teen (1�) or eighteen (18) inches in deptli as directed for each
ett•eet, and not les� than fot:: (9) nor ntore than eight (S) feet in length except for closures �vhich shall not be less than
three (3) feet'ong. Len4th.s must Uc so chnsen that joints ssh�all Ue closed ssnd no short pieces used. The curved stone
curbing for rounded curb �corners shall be of same material, thickness and depth as straight curb and not less than four (4)
fect long. 1t sha?.1 be cui to the radius shown on the p:ans. The standard radii for curved corners at street and alley,
intersections skflII be five (5) feet for alley intersections �vliere law-ns �re narrow, ten (10) �eet for alley intersections
�vhere la�imc are �vide an3 for st:eet intersections ti�hei•e la�vns aie narro�v, and fifteen (15) feet for street inteiseetions
lvhere :a�vns are tride. In special e�ases other radii m1y be usecl, but they will be sho�vn on the plans for the street con-
cerned,
The curU sha:1 be clressed on top, iwelve (12) inches in �t�idth on the face, three (3) inches on the back an�• ttvelve
(12) inches deep on the ends, with no projections below �vhich �vill prevent close ('/h-inch) joints between consecutive
ctirb s�ones. �11 curb shtil, be of hard, dunable �r�nite equal in all respects to standarcl Georgia granite, The curb shall
Ue str3ight si�:it, free frnm �pams and di�ingegration.
Edging— '
Eu'gin� for �avements having the gatter alon� the center shall be of the slme material and quality as herein specified
for curbinG�, fnur (4) inches thick, fourte�r. (' =j itec'.tes in de,�th ind ��o� le�s tlian four (4j feet in length.
Headers—
At a:•� street inter�ections and at ends of paving �vliere there are no abutEing hard pavements, headers o£ sione not less
than 3�l incl�es �vide and not !ess than tweive (12) inches deep, ftush �vith pavement or countersunk not to exceed 2 inches,
if �adjoining a soft street suxtace, shall be �et according to these specifica±ions.
The price bid for ctti•U, edging anci headEr sh;ill include excavatio7: and disposul of excavated material and all other
incidental and necessary �vork.
Settin� Gurb, Edgiag and Header—
Trenclxes sha:l be excavated to propar depth to set cuib, edging and header, the sub-gra�le shalI be tamped and the
curb, edging or header set firmly on uniform'�q packed sand so tI�at the top surface shall Ue exactly to grade and !line and
consecuti�e stcnes �et ti;•i{h one-attarte� (?�) incli end jo:nts as �bove specified. Special care must be taken to inal�e
close junt�ions with cuived curbs at street and alley interse�tions, etc.
After L�eing fir.ally eet El:e joints r.f curhing rhall be fille�l f�r a depth of at least ten (10) inches wiih a stiff mortar
o£ ons (1) pa:�i Portland cement and ttvo (2) parts of good cle�n ;and. The outer surfaces of all joints shall be �veli
filied �anci pointsd in a worknt��nlil.e manner.
SVliere dot� n spouis are cnrried tp the cnrb the Contrac;,pr shail provide proper melns ior Cheir dischaige thru Lne
enrU onto the �:utter.
��here, in ihe opinion of the Engineer, she:l or concrete footings are required �or curbing, such ��orl: shall be done
US the Gontrt:ctar �t epst glus the pe�•centage stated in the birl and the contract for zxtr2 tivori�.
CQNCP.ETE CURB, EDGiNG AND HEADER, AND COIviBINED CUR� AND GLJTTER
Bimensions—
The standal•�I cros^a-sec�ion fcx• straight and curved curb, edging and header, shali be eighteen (18) incl�es in depth
anci five (5j inches in thicl:ne;s, The standard cross�seciion for combined. curb and gutter sbaR he as sho�vn on stand-
<�rci plans. The top coi•ner ou £a�e of curb shail be ronncied to a radius of one (1) inch.
Proportions— . � . . . . . .
The curU, edgin� and heacler, lnti comUined curb and gutter shall be made of portland cement concrete in either of
the follo���ing pragortions:
One (1) part (by vplume) of poi•tland cement to three (3) parts (by volmne) of miked aggregate; or one (1) part
pni•tlanci cement to t��-o (2) Parts fir.e nggre��te, to four (4) parts coarse aggregate.
Cement—
The cen�c=nt shall mpet tlie ren,tiiremeuts oi the current �tandard sl>eci6catians for portland cement of ihe Americln
Saciet�r foti Tesiing 1lIaterials.
li�Iixeu AgScegate—
iYfia:ed ggreg�te sha:l con�isC of natural sand, gr_tvel or ccreeuings from h�trd, tougli crushed paving Urick, rock or
�L•1ve1, consi ting of quai•tz giains t�r uther h�rd zuate2•ial, cleau ancl free ftom any surface film or cozting and graded
from fine to conrse, the lattei• pariicles predominntin�,
tl7ited a�'�reglte, �5=hen. drt, sh111 pa;; ,i screeu hav?ng three-quarters {?�� ) of an ineh circular openings; not more ihan
tt��enty (20) per cent shall pass a sievc hav:ng fi:fty (50) me=hes per linear iuch, and nc� more than five (5) per cent shall
plzs a sieve liaving one hundre�3 { 100) meshes per linesr inch, It shall not contlin injurious vegetable or other organic
uiatCer tts cletei•mined b3� the coloi•imetric te�t, nbr more ih�in five (5} per cent by volume of clay oi• losm. The portion
of thP rniced agryregate �chich l�asses a ten (70) mesh per liitear inch screen, �vhen made into motar �vith prcrportions of
one (1) to ihree (3) by �vei�lit, shnli have equal stiength tivitli simifar mortar made tvith a standard Ottawa sand, each
mnrtar having tlie sauie consistency �vhen ]niser: tic�iih �vxter. iestina methods of the A. S. T. �I. shall be used thruout.
�i.-.e Aggregate— . . . . . . . . � � � . � .
Fine aggrC�ate �hall con�ist of clenst sharp sax:d or screening, from Lard, tuugh crushed rocl: or grlvel consisting of
� qu<trtz grains or othei� liard materzal:, free irom any surfnce film or cnating nnd gratling from fine to caarse, the latter par-
txies pirdom�na�tin�. Fine agnregate shall ^neet all the i•equiremen.ts for mi;ced aggregate, except as to sizes �Which foi
fine aggre�ate are 1s follows: Not more than t«enEyfive (25) pei• cent s3�a;1 pass a sieve having fifty (5D) mealies per
linear incii und not mot�e than five (5) pei• ceui shall p.�s� .t sieze liaving one hundred (100) nteshes per liiiear incli, ancl
r.iL of it �hall pass a screen ]iaving foui (�!) meshe; per :inear inch.
Sheet 6-�+'
Coarse Aggregate—
Goarse �aggregate shall consist of clean, liaid tough, durab'le crush2d FTorida Limestone, flint or trap , rock, paving
Urick, or gravel or pebbles, or clean, crushed basic slsg, graded in size, free from vegetable or other organic matter, and
shall contain no soft, flat or elongated partieles. Slag shali conform tvith �the specifications of the A. S. T. M. for broken
slag, D161-23T, except as to sizes. The size of the �afigregate shall range from that passing a three-quarter (�'.� } inch
- circul�ar opening, to not moi•e ihan five (5) per cent Passin� a screen having four mesY,es P�r linear inch, and no inter-
^ ��nediate sizes shall be iemoved.
Measaring and Mixing—
��`�-+s� The method of ineasui•ing the mlterialS for thu concre;:e or mortar, including �r-�ater, sh�ll be one �vhich will insure
separate and uniforin proportions of each of tihe maCerials -at alI times, A sack of portland cement (94 lb. net) ,.hall Ue
considsred one (1} cu. ft.
Machine Mixin�—
All concrete �hall Ue mixed b,v machine eYeept �vhen the �nbineer sha11 otherwise permit under special conditions. A
Latch mixer of any apnroved type sh�a'sl Ue used. The ingLed:ents of the concrete ox mortxr shall be mixed to the speci!'ied
eonsistency, and the inixing shall continue tor at least one (1) ntinute after all m�aterials are in the drum. The drum sha11
Ue campletely empEied before rece:ving materi:al for the s�acceeding batch.
Consistency—
�he materials shall be mited tvet enough to produce a concrete of coilsistency tliat �vill flush readily under slignt tamp-
ing, btit �vhicli can be handled tviihout c�using a separation of the coarse aggregate from the morbar,
Hand Mixing—
iVhen it is necessary to mis by h1nd, the m?�erials sha:l be miaed dry on a tvatertibht platform until .the mixture
is of uniform color, the rec�uired amount of �vate: �::lded, ancl the mixing cotrtinue�l until the mass is of proper consistency
and homogeneous.
` Retempering— '
Retempering of morta� or concrete whicli has been part?:z113� harclened, that is iemixing �vith or «�iihout additional
niaterials or �vater, shall not be permitteti:
Forms—
Forms fnr concrete curb, ed�ing and header shall be ina3e of suUstairtial m�aterials, prefernbly steel for�ns. They
shtll Ue braced or stakcd so �as to insure perfect alignment and biade.
Finish—
After pouring concrete into the forms it shall be puddled and spaded so as to insuie a thoro mixtnre, eliminate aiz
pockets and create uniform and smooth sides. "
Beiore the concrete has thoroly set, and �vhile the concrete i� �till green, tlie forms shall l�e removed nnd the front
and top sides sha.l be finished ��ith a flo�at or steel tro�vel to ma:ice a uniform finished surface.
Rounding Corners—
ZYherever corners �are to be rounde�, special s�eEl tro�vels sh211 be usea nhile the concrete is �vorkable and the cor-
ners constructed to the dimensions hercin sp2cifiel.
Curved Corners—
zhe stlndard radii for curvecl aorners shall be the sanis as those for granite curb (see granite curb dimensions)
The �urved concrete curbing for rounded street Pavement corners shall be of the same nr�terial, mixture, thickness and
clepth as straight concre-te curUing.
Treziment—
:1s soon as the finished curb, ecl�ing, or heaclei has hardPneci suificiently fo przvent d�ajnage, the surfaee shall Ue cov-
ered tvith at least one (1) inch of tv,et sand or c+arth ancl ke�;E �^,et for at .esst seven (7) days.
� � Protection— � � . � � � �
The fresh.y finished curb edging and header shnIl be protected froin hot sun and dr�ing ���inds until it can be arinkl-
ed and covered as above specifieci. The concrete surface mu,t nat be damaged oz pitie3 by rain drons, and the (7o..�ractor
shall provide and use, lvhen necessary, suft'icient covering to c�mptetely protect al! sections that ltave been placed �vitliin
the preceding t�vEive (12) hours. The Contractox shall ereet und niaintain suiiable Uarriers to protect the edging ana
I:eader ancl anp section damaged from traffic or other causes, occurring prior to ninet5* (90) days after its acceptance,
shall Ue repaired or replaced, by the Contxactor at his o�v>n expense in a msnner satisfactory to tlre �ngineer. Before the
street ia opened to traffic the covering shall be removed :1nd di _posed of k�y the Continctor. Ti�e street shall not be opened
to trlt�ie until the �ngineer directs.
Joints— i
�sli curU edging �and header shall Ue cut clezr tfiru so it «ill eonsist of sectio�ts lbout �iti (G) feet long. �hese shall
be cut by tlte use of steel temglates where the curU is cast iti �:ace.
�xpansion joints shall Ue pIaced bet�veen sectians of curb edgin� and lreader at inEervals of fifiy (50) feet. These
joihts �hall be filled with premoided bitumitxous material �vhich �vill meet the i•equicements of the A. S. 11'I. T. specificatioirs
for coaltar-pitch fil:er or asphllt filier, �hese j�illis shall be one-half (}�) inch in thicicness.
?,t s,ti•eei, alley intersections, etC., where tl�e &traialit curli meets the cn:•�ed section of curb, similar espinsion joints
shall be g:�ced, Tlie price bid for concrete curl�, edgiug and header shall include esczration and disposal of eacavated
xiater%al ana �11 other incidental and necessary «n�k.
IN3URY TO GRANITE AND GJNCRETE CLTRE, EDGING, HE.4DER AND �UTTER
Injury to Cur6—
Injury� to esistind or to ne�V curb, edging, headei• or gu`ter of any snrt by dumping bricl: or cci•Ustonec, dri�ing over
or lgainst it or otherwise in the �vork in connection ��iih the contrlct, sh�ll be repaiied by the Coni2•acior or talten up
and replaced i�y tiim �3�ithout cost to tl�e Gity.
�Vhere do�vn spouts ure carried to tlie curb tlie Gontrnc.or siiall �rovide 1�rc�per means for their discharae thru the
curU onto the guttec.
\�'here, in the opinion of tlie �ngineer, shel: oi conciete footings ane rec�uired for curbing, such «orh shall Ue done
Uy the Contrac�or at cost plus the percen6age staterl in the bid and tlie contract for etitra �t�ork.
Sheet 6-B
0
`4`�
�' �
GRAd�Il'�1� AIV'D PAVEMENT F�UNDATIOI�S
, GRAD ING
Trees, exceeding sik (G) inches in diameter ai khe butt, fences, «alls, Uuildings and other eneroachments on the area
of ihe sireet or alley affected by ike in�provements, shall be removed by the Contiactor upon �vriiten notice from the En-
gineer. Such �vork shall be paid for at cost plus the preceniage stated in tl�e bid and the contract for extttii �vork.
Tl�e sub-grade shtill ue prepared by cutting or filling, as may be required, to p�'oduce a surface parallel �vith the fiit-
is;ied gratle o£ the �vearin; sur£ace and a depth belo�v the fini�lisd grade equxl to the specihed thicicness of the foundation,
� the sand becl and th� pavins materiai,
After rough grading has been completed, the surface of the sub-grade shall be Ul:ought to the.required grade and
cross-section and rolled �riih a po«er roller �veighing not le;,- than �ix (G) tons until the surface •thereof is smooth �and
liard. If requued by the Engineer, the suU-grade sha;l be drenched �vith water before rolling, ln sireet ��idening jobs
j �rhere a potiver ioller c1n nbt be used, tampers sh111 Ue used as specified belo�v, until the condition of the sub-grnde is en-
tirely satisfactory to the Engineer.
A
Depreasions or ruts accu2iu;� from ^ny caase sl`:»ll be brbitgh� tn gt'�c?e �v:th a bood m.2ter:al �nd thoroly rolled as
aUove specified. Any porcion of ihe sub-g�r�de which is inacce=siUle to the roller shall be thoroly tamped �vith tampers
«�eiahing not less than forty (40) poun�ls, and ha�*ing a face which shall not exceed eighty (80) square inches �area. All
soft, spongy and yielding spots :and all p�i_:h_b:2 r.r tt2r si.all Ue e:r'�iieI}� remuv::d ancl the space filled �vith suitable matter.
�Vhenever clay, ldobe, mucl:, or soils of ��milar chlract;r are cncountered, they sh111 be excavaied to a depth of at
le�st t�vo (2) inehes belo«� the estaUlished brade of the sub-hase. There sh111 then Ue provided •a laSer of sharp sand or
other suitable ms�terial �vhich will afford proper dr�inage. This material sha1T Ue brought to the esiablished sub-gx•acle and
properly shlped and rolled.
The Contractor sh111 ;also grlde tha park or la�vn sPace bet«�een the curU and si�lew�lk or property line tq conform
�vith established gra�les thereof or as directed by the Engineei�,
Grading sh<ill Ue p�id for at tlie unit price pes cuUic y=,ard in nlace, such cubic yzrd in place being considered equal io
1.15 cubic ;�*ards of loose material.
SAND FOUNDATION
After the suh•grade is piepared the sflnd foundation shall Ue carefully shaped to true cross-section of the ioad��ay b�*
me�ans of a template having a steel-fnced ed�e, �o�*ering ,at least one-half the «�idth of the block tvorl�, and so fitted �vith
� rollers as to �e easily drawn on tlie �urb and guide timbers or rail. If in the opinion of the �ngineer the slnd founda-
tion is bein� shapped satisiactorily by other means, the temglate may be dispensed �vith, Uut should other nieans be at-
tempted anci the i•esult found unsatie•fae�ary Co the En�ineer, the Gontractor shall remove the blocl., if 1•aid, and shall re-
� shape tlie s�rid found;tiEion �cith a template, as �iescribed hei•ein, and there shall be no extra pnYment for tl�is tivork. �he
slnd foundation on the prepared sub-grade is intenaed to ans�eer the purpose of the sand cushion on a clly or rock founda-
tion and the depth of the sand foundaiion, and the character and brading of the sand, shall be the same as herein
specified for the sand cushion.
Template—
The templaie shall Ue built in substanti�al nccordance �vitl� plans accompinying these specifications.
Cuide Timbera—
Guide timUers shall be one anci one-half (luz) inches Uy* four (4) inclies by sihtaen (16) feet, dressea on C�vo sides; laid.
tn a trne surtace in tlre center of tl�e street, mid also irexE to the curb if the curb cannot be used.
Shaping Foundation—
Before shaping the founcLation a one-lialf ('f� ) inch str:p shall be laid on the curU and gui�e timUer ot rail, an3 the
tentplate drs�cn over the same, after �vhich the one-half inch strip shsll be removed, the foundation moistened nnd ralle:l
over its entire surface �vith a steani roller �vei�hing not less than sis (6) tons. After i•ollin� tlie template shall be dra«•ii
aveir the cuiU �and gnide timbers or rail, and maferisl taken ofi or added and compacted as specified, to complete the
' founda�ion. The foundation sha21 Ue prepsred at le2st fift,y (50) feet in ad�:ance of the brickllying.
�
BROKEN STONE FOUNDATION
' Aftez the SuU-grade has been pr�1�erly prep�iLed, there shali be spread thereon sufficient Uroken stone to ia.m .a soluI
foundation having a unitorm depth of sis (G') inches aFter fin-a1 compression. This broken st�ne shall be Florida jimestonc
or its equivalent, of size passin�� ;a 2-inch screen. Thr. proportion of fine material must not Ue excessive aaid shottit�, not
Ue sufficient to fill the voids in the larger stone completely. Glay must noi exceed ten (lU} per cent of tlre total ��u1um�
of stone nnd musi be diatributed so as to �vid in cotnpaeting the m1ss. The rock sl�all be spread in t�vo layers of equa: deptn
nnd each layei shall be rolled :ana tainpe�l a; ]tei•ein specified for rolling and iampin� sub-grade, �Vhen finislied, Ehe sur-
face of the brol:en stone foundation shall be uniforttt and par.alled tn the fini�lte�l suiface of il�e pavement and at the
�`
- distance belo�v it specified herein for the kind of weaiing suriace to be laid thereon.
The �ngineer sha11 have the po�ver to increase the thickness of tUe hroken stone foiuidation nt such p:ace or piaces
�rs sub-grade conditions �varrunt. All the conditions tappivi'nb to the six (G) inch Uroken stone foundation shall appiv
'°' tb the foundaEion of gre2ter dePth and the broken stone shall be spread iii ]apers of snfficient depth to form, after fin�l
compi•ession, l�lers ha�ring a unif�rm c3epth of ihtiee (3) inehes nr less. This ldditional Uroken stone shaill Uc paid for
�•t the unit price Uid ior each additional ineh oi ciepth oi Uro,:en sione found.iiion ��ftei final eonrpression, ZVl�ere eatr;t
founda:ipn is required, Urokon stone, coinfoitiiiing �vith tlie;e specifications, shall Ue used, ns ordered by the Engineer.
Shect 7-A
CONCRETE FOUNDATION
Materiats— j .
Concrete ioundation materials sha';2 ineet the requirements fqr concrete curb above �pecified except as �o size of
coarse aggreg�te; the maximum size of' which shall be stone passing a one �and oYie-half (1'/z) inch ring.
. Proportions—
The exact proportions of cemeiit, fine and colrse aggregates �vill be determined Uy test of the mateiiai supplied Uy
�� the Contractor, to produce as dense and stronb a conerete 41s possible. The proportion of eement to aggregate �vill vary
,,,�� � bui Irttle from one (1) part cement �to seven and one-half ('r� ) plarts of aggregate.
Placing Concreie— •
On the completed sub-grade, inoistened immediately before plaeing concrete, tIte concrete of the quality and propor-
�ions herein specified, shall be deposited in batches so handled us to Prevent sep�aration of mateiials. �'Vhen necessary,
' forms sha1P be used t� retain tre concrete along the edbes n*]�ieh shall be so secured thlt the concrete can be thoroly com-
pzcted without spreadin� them. The concrete shall have a ccnsistency indieaied by a slump test nat grelter than four
(4). The conerete sh111 6e thoroly coinpacted by xamming._ iand the proportion of �cater shall be such that �horo ram-
ming ti�=ill not eau;e formliio�i of Pranouneed Laitance on tne surface. The surface shall be left rough for proper bond-
" ing �vith the cushion or �vearing surface.
Finished Surface— �
, 3Vhile the surfiace of 'the concrete must be left rough, it must conform elosely to grade �and standard cioss-section
an�l should be �tested by templet, On �videning joUs or elseivhere Zi�here teinplet cannot Ue used, tl�e Engineer �vill iest the
surface by methods suitable to the condit4ons.
Curing Concrete— '
Concrete sliall Ue protected firom drying out by coverinb or frequent spirinklin� until thoroly cured. This process
�vill require not less than seven (7) d��ys and as mucli more as the �ngineer niay require under conditions of �veather,
base and materials.
Extra Depth of Foundation—
�Vhen '�dditiona� depth of foundation is required, a11 the eonditions of the wbove sgecifications shall applg theie±o
and n=i11 be paid for at the price bicl �or additional thick�ies� of foundation,
BITUMIN�US CON:,RETE FOUNDATION
LTpon the �rade prepared as Irereinbefore specified siial? Ue spread a bituminow concrete misture, lvhich shail Ue
deliveied upon the �vork at a tempei.ature of 200 deg. to 3D0 �l'eg. F., to a depth of t�eo and one-half (21�.) inches �aftei� '
compression �ci�h a 10 to 12-ton 3-tivlieel self-grogelled roller, the rolling �to be coniinued m�til the foundation is un-
y�ielding and true to gracle xnd cross-section.
Tlie minei:al -ag�regate �hall con�ist of clean, sound �ravel, slag or ciushed rock of qualities lieretofore herein speci-
fiecl, mised with slnd or screenings �vhen necessary.
The gravel, slag or crushed iock and slnd or scteenings �Ii�Il be heated �together in a robary heater to a tempera-
tme, when mited, of 200 deg, to 3F0 deg. F.
The heated mineral aggregate sh�ll then be conve5�ed to a mixer, �vhere it shall be tiioraly inixed with a Uitttminous
cement uniil e�sch partiele is thoroly coated'.
In addition to the aUove the precentages of Uitmninous ceinent and of each size of it�ineral aggregate used shall
come ��•ithin the fo]Io�ving limits and shall be satisfactury to the �ngineer:
Nlineral Aggie��te: Percent
Passing 2-inch screen and retained on ?+�-inch screen __._.__,. .,. 25-6Q
------------------------•- -•------•-�-�^--•-•-
Passing �-inch screen �nd ietained on 10-me�l� Sieve ................................ ............. 20-40
rPlssing 10=mesh sieve _..- ----- _.•---...--•------•--- --_.....-••------...---•----•-- -••-•--•-••---•---•----------------------- 25-35
Bitun�inous cement ------.,_..-------------•-.._ ...•--•------•-------------•------•_ .-•----...----�------• • --�------•---..........t '�-- G
SAND CUSHION FOR CONCRETE, OR �ROKEN STONE FOUNDATION
Sand—
Upon ihe l�repzred concrete, or Uroken st�ne foundfition sl�ali be spi��ad, to a deptli of' nat moi'e ihan ane (1) inch
and noi less ihsn one•half (?�Z} inch aSter rallii�g, a bed of s:tnci free from foreign niatter excepi that it mag contain nut
•to eaceed eight (8) per cent of loam.
Crading—
Tl�e sant] sh�ll Ue ttell gr�ded, ail of trhich �h�ll pass � one-quarter (??�) inch St�ndlid ,lies�i Sie�+e.
Shaping—
Tlie san$ bed, or cushion', Shalt l�e shn�ecl to a trae c1•ozs-sectinn of the roadtvay by mea�is of an ap�iro�ed templuEe
so rlesigned as to be easily �ran•n on the eurU br �'t:ide timb;�rs as specified herein for sancl foundation.
Rollan�—
Before shaping the cushipn, it sliall be dampenecl and ralled over its entii•e sux�face tti-ith a l�and ro=ler, The r�ller
sh�ll be not less than thirty-sia: (3G) inclies in diameter, t�•en:Y-four (24) inches iu �vidth ard shall t��eigh not less than ten
(10) ib, per inch of «idtl�, The template shall then ue ilse;l to complete the bed.
Disturbance—
The cushion sliall i�ot be disturUed after shapina and ro:ling and prior to l�yilla the blocl..
Sheet 7-B
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SPEC�iFICA7'�ON� FOR BRICK PAVIN� `
PAVING BRICK
�
Quality—No. 1 Brick—
�'itrified paving bi•ick shall be evenly burned, thoioly annealecl, regular in size :and shape and �vhen broken shall sho�v
nniformity of texture �nd structure and be ?ree from 1ime, uir pock^�s, cracks and epen or marked 1�aminations. They
must not be fireflashed, smoked, or treated in any nianner tending to give artificially a uniform color ou�tside. Kiln marks
must not esceed three-sixteenths (3�16) of an inch, and one side at least shall sho�v but sli�ht kiln marks. All bricks so
distortetl in burning �s to lay unev�nly in the pavement shall be rejected. I'or sand fiiIler vertical-fiber brick �vill not be
accepted. Ali brick shall be No. 1 brick unless other�<<ise p�rticularly speeified.
Quality—No. 2 Brick
IQo. 2 vitriHed paving brick shall be of the n'rade c5mmercially kno�vn as Number T�vo Pavers. They shall li? 1ve11-
buriie�l, being neither escessiveig over or under-Uur•ned.
Size--No. 1 Brick—
5' �Th� stflndard sizes shail not be less thaa three ar.d one-hal� (31,z) nor niore than four (4) inches in width and not
�� less than\t�2� nor moie tk�in `hree •3n1 o:�e I:n:i (3 ;e) inches in depth by eight and one-half (S3z) inches in length.
�'4'hichever dimensions are furnished they sha,l not vary more than ene-eighth ( 3�S ) of an inch in �vidth �1nd depth, ar.1
not more tl�,1n one-half ('r� ) of an inch in length. 14Seasurements apply to the body of' the brick, and do not include lu�;s
or projections. If the edges of the brick are i•awided, the radius shall not exceed one-quarter ('i�) of an inch, and for
c:ire-cut brick the edges sl�all be square. The Urick shall have not more than four (4) projections or lugs on the vertical
side and tlieae sl�all project not more than one-quarter (?+) of an inch nor less than one-eighth (�) of an inch from the
Uod3� of tl�e bricic. Prajections or lugs shall not exceed in area one-third (1-3} the total area of the face of the brick.
Siz�No. 2 Brick—
The width, depth alid length shall be the s2me ns specified for 1�To. 1 Brick except that they shall not vary more than
one-fourth (?�.�) ot sn inch in �vidth and depth instead of one-eighth. (�) of an inch. They shall be sufficiently reguliar in
shape to lie evenl,y in the pavement. Ghipped brick shall not have lost more than (10) per cent of this be�ring surfnce
�rea. I{iln marks shail not exceed one-fourth ('f�) of an inch. Lugs, if any, shall not be more than four (4) in number
on the vertical �ides and these shall pLoject not to eaceed one-fourth (?!�) of an inch.
Inspection—No. 1 Brick—
All bricl: shall be subject to thoro inspeciion before ana ;after laying and ro?ling and all rejected material shall �e
invnediatelg removed from the stieet.
Faciory ins�ect:on of brick, including the rattler test, sha11 be made if in the judgment of the �ngineer it is expedient.
This test 1nd inspection shall, however, in no 1t�ise, prevent further tests and inspection of the brick after they hlve bee�i
received upon the improvement, if in the judament of the �ngineer Such is warranted.
inspection—No. 2 Brick—
Z�ro. 2 Pa�ers sha:l be accepted or rejected on tlie Uasis of tdsual inspection �nd the judgment of the �ngiireer sliall
Ue finai us fo compliance with the foregoing provisions,
Dalivery of $rick—
Brick shall be carefuli3 ut�loacled «�ithout snalIing or other«�ise damaging the brick. Brick shall be hauled to the site
af the impiovemeni at such time �vitli tl�e �pprovul of the �ngineer as will best e�pedite th� �vork. Precaution must be
tal:en to pi•event muc3, <iii•t pr oiher m�aEerial from collectin� on the brick. Should sucli condition exist, the brick shall be
cleaned before such bricl� are lai�l �n the pavement. This condition shall apply to old brick, �vhieh are to be relzid, �as w�ll
as to netiv brick.
The Urick shall be uuloaded on the street outsi�le the curb, Uefore the grading is finished, and in laying be cariied from
there to the pavement. Fi•ee p1ss.�ge for persons, etc., along the sidewall� must be provided.
Rather Tes£ for No. 1 Brick— '
The Urick shaA n�t lose of their �ve:ght more than t�ven iy-s�s (26) per cent after being suUmitted to the follo�ving
test�, pro�=ided, ho�vever, the difference between �he r�axi�num and the minimum loss, from any one factory and usetl in
any one improveinent, shall not vary more ihan eight (8) per cent.
S+�inples of brick of uniform shlpe anci appearance shall be taken fi•om each car tested (estimated at 10,Q00 brick),
or from each kiln. Briek h�ving a defect that 1r-ould cull them shall not be nsed. Three gr�djes of samnles sl�all be tested
—one of the softest, one of tne medium �nd otie of the hardest burned. If all of the tests overrun the specified percent-
age of lass, the car or kiln shall Ue rejected. If one or t�vo of the tests overrun, another #est of said �rade or grades
sh�xll be made. Should only one of the tests o��eizvn the specified percentage of loss, the Contractor may cull said grade,
provicled they elo not exceed ten (lU) per cent of the .amauntof bi•ick in tlte cnr or kiln, and deliver the ballnce on th� im-
giovenient. Other�vise, the �vhole car or kiln �vili be rejected.
In order to prevent the continued shipments of inferior brick, only t��•o cars of t�vo separate shipntents of any make
�sill ue tested. Slion�d tl�ey f•�ail to meet the requirenients stated :ibove, said make oi brick will he rejected for this improve-
alieni.
Nnm6er and Condition of Brick—
Ten (10} paving brick sNall c�nstitute the itumber to be used in n single test. The bi•icl. shall be thoroly dried for at
lczst three hours in a tem2fsr�ture of �tt letcst one hun�ired (I00) degrees before testing.
, TesCs Before Unloading—
Tlie C'oiitraCtor shall notify the �ngineer of the locntion and car numUer of each cnrload of brick i�cei�red, so th�at
�–.� •�ampl.es, if deemed necess�ir5, na��= be E� ken and teated �y the laboratory and Uricl: shlll not be delivered on or adjacenh
t� any improvem�nt on �vhich t�rick are to be u�ed until 1«n'itten statenient lias been received from the Engineer, or his
•iuthorized representati�*e, thlt the�- have been in�r:ctecl or ha�=e 1?assed the required tests. Decision relati��e to each cni�-
load �vill Ue innde �vithin t��-entv'�our (24) 1»urs nf notice. 1'crmission co c3elicer brick on the line of �York shall not Ue
cansiciered n fin:�l inspectioit or an accepLance in ttny i•esl>ec�.
Sheet 8-A
Making tfie Rattler Test—
The rattler, rattler test and xecord data shall confor,� �o , requirements by the American Society for Testing
l�laterials and in force at date of contract.
Laying the Brick—
The brick shall, be laid in straiglit lines at riahE angles to :the curb. At iaEersections they shall be laid as directed.
Alternate courses sha11 be coinmenced with one-halE brick. Brick must be pia�ed close together, both ends and sides,
breaking joints at least �three (3) inches in such m�nner as to secure tight joints an�l s�raiglit courses, and all thicic briclt
.�,., sh111 Ue removed. After the brick are 1+aid tfle end joints sl�all be made close ancl conipact by the use of an iron bar ap-
plied at the end next the curU, if deemed necessary by the Engineer. Broken, chipped or waiped brick, not suitable to lay
as a wlio,le may be usecl for Uatting,
� Street Inspection— � � � �. �. � � �
Immediately wffer lay:ng �he Urick surf:tce shali be stvept and the bricl. inspected. Brick not laid with the best side
up st�all be turned over 1nd those uot meeting tlie requiremeuts shal; Ue iemoved .znd replaced �vith acceptable bricl�. AIl
brick shall be culled out and rejected upon the folloti��ing grouncls for No, 1 Brick:
All brick H�hich are broken i�i t«=o or chipped in such a manner that neither �vearing sixrface remains substar.tially in-
i3et, or that the lo«*er or 'uearing surface is reduced in area by more than one-tenih (1�10). Rrhen brick are rejected
upon this ground, it shall be the dutg of �the Gontractor tp u;e them so f•ar �s practicable in obtaining the necessary hali-
�ricks for breaking courses and mal:ing closures.
Ali briek �vhich are cracked in sueh a degree as to pi•oduce defects such as 1re defined in, •above paragraph, unIess such
cracl:s 7are plainly superficial and not such as to wealcen perdeptible the resistance of the brick to its conditioz� of use.
Ali brick �vhich are so off-size or so mis•shapen, bent, twisted or kiln-maYl.ed that they �vill not form a proper surface
or 11ine �vifh other brick ��rithout making joints other than those permitted.
' �11 l�rielc �rhich aLe oUviously teo soft 1nd too Poorly vitrifiecl to endure stieet wear. �Vhen 1ny �lisagreement arises
Uet�veen the �ngineer and Contrsctor uncier this ikem, the Cit3* shall make t�vo oi more rattler tests of the brick �vhich it
���ishes to esclude, and if in these tests certain brici; f171 beyond ti�e maximum rattlar loss permitied in these specificatians
then all bi•ick having the slme objectionable appearance sh:tll be escluded.
All brick �vhicl� differ so markedly in color from the type or average of the shipment as to iniply differences in the
mlteri�l of which the brick are m�ade, or extr.eme difference in manufacture.
1���hen any sect`on sliail contain more than ten (10) per cent. of culls, the Uricic sliall Ue taken up and the sand sur-
face adjusted. Brick s}eail L•e laid from curb to cui•b,
� Srolcen Briek—
� No bats or broken brick shall Ue used exeept at curbs, headers, or at street car trlcl:s. Batting for c7osures shall im-
' meciiately ioilo�v tlie la}*ing of the full size Urick �and the fr��tured end of cut or tiimmed brick s1i111 be turned to��aid
the center of tlie roadivay. Joints shall be cut squ�are �vith top and sicies of Urick. �ach course shall be completed b��
baiting in at the end if required, using bats not less than three (3) inches in len�th, a portion of the neYt:acljoining bi•ick
being broken off if necessary to �ain the minimum three (3) inch bat at the end of the course. All joints must Ue kc'P�
clean and apen to the bottom until filled as specified.
Rolling—
� After the l�i•icic in the pavement liave Ueen passed for ro;ling :and the surface stvept clean, the plvement shall be
rolled �vith a self-propelling tandeni roller ��reighing not less thln three (3) tons, in the folIo�ving manner.
- The brick nest to t�e curb shall Ue tamped with a hard=n=�od tamper to the proper grade. Rolling shall then com-
, mence n�ar the curb at a slo�v pace 1nd continue longitudinl:ly back and forth to«ards the center, until the center of the
, street is reached; then passing ta the qpposite curb, iolling shsll be repeated in the same manner to the center of the
street. AfEer this Ra°Sing of the roller, tlie p•ace may be quic::ened and tlie rol:ing continued until the brick I�nveinent has
a smdoth surface. Tlie pavement shal] then Ue ro]led obliquely £rom curb to curb, repeatin� the rolling in opposite oulique
ciirection. After this rolling has t�aken place, all Uroken or injured brick must be tlkeri up and replaced �t�ith perfect ones.
The substitute bi•ick must be brought to the trtiie surface by tamping.
After final rolling the pa�ement shall be tested �t�ith a ten (iQ) foot str+aight edge, laid parr�tllel �vith the curb, and antr
deZ�ression exceedin� one-quarter (1/.� ) of ,an inch must Ue ta'cen out. If necessary; tlie pavement shall be again rolled.
Gleaning the Surface—
Brick shall be cleaned and dry �vhen filier is npplied. Immediately before filling joints, surface of the brick shall be
s�r•ept clean. All joints sh:�ll be filled and surface diessing ap�lied on d�ay of laying. Filler shall irot be applied if brick
are t�•et, noi� if air temperattues ace s�ch that filler �vill not flo��* freely to bottoni of joints.
ASPHALT FILLER
General— �
The aspha2t filler shall be homogeneous, free from �vatzr, anci siiall not fosm �vhen l�eated to 200 den, C. (392 deg.
F.) It shall meet the foIlowing requirements:
Physicial and Chen�ical Properiies— -
L Flash Point not less than 20Q deg. C. (39•2 dea. F.)_
2. lLe:ting point (r�ng and ball) G5 deg. G. (149 deg. F. to 100 de�. C. (212 de�. I'.),
3. Penetr�tioh at 25 �leg. C. ( i r deg. F.) 100 g., 5 sec., 30 to 40�
Penetration at 0 deg, C_ (32 deg, F.) 200 g., 1 mi.i, not less than 8.
4. Ductility .at 25 de�. C. ( r7 deg. F.) not ;ess than 30.
5. Loss lfi3 deg. C. (325 deg. F.) 5 hrs, not more than 3 per cent.
&. Total bitumen (soluble in caibon clisulphide) not le;s than �9 per cent. (If other ihan re�idunl asphalis are used
not less th•au 60 per ccnt.)
Z Per ceni. of total bitumen soluUle in carbon teEracti:oi•izle, not tess than 99 per cent.
Sample—
$ one�pound sample of the asphalt filler that tlie Gonti.,ctor proposes tn use in his �vork must be handed in ��Zili his
Uid. No asphalt filler other than that specified in his Uid sha11 ue used by an$� Co?!tractor e�cept «<ith the �vt'itten consent
of the �ngineer �ind provided that the filler used shall com_>ly in all respects ��*ith these specitications.
Sheet 8-B
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Methods of Testing—
L Flash Point, open cup, 4. S. T. i1I. tentative stanaard method D-92-2TT,
2. Melting Point, A. S. T. hf, standard tes� D-36-19.
3. Penetration, A. S, T. M, standard test D-5-21.
4. Ductility, A. S. T. M, tenbative standard test, D-113-21T.
5. Volaiilization test, A. S. T. M, standlyd te5t D-G-20.
6, Total liitumen soluUle in carbon disulphide, U. S. Dept. of Agriculture, Bulletin No. 314, page 25.
7. Bitumen soluble in carbon tetrachloride, U. S, Dept, of Agc-iculiure, Bulletin No. 314, page 30.
Heating—
Filler shall be heated to a temperature not exceeding 200 deg. G. (392' deg. F.), It shall be appiied at n temperature
of not less than 350 deg. F. The heater shall Ue equipped witli a therometer ca�able of registering at all times tempera-
ture of filler.
Filling Jo'rn[s—(Squeegee Methcd)—
k'iller shall be removed ironi bottom of lieater an�l 1ppl�ed promptly to pavement before cooling. Eiller shall Ue
�rorked into joints by melns of hot iron squeegees �perated slo�vly Uack�r-ard and iortvard ,at an angle �vith �oints, Squeegee
irons shall Ue kept hot 1nd filler shall be applied and squeegeed joints remain full. As little ns possihle of the filler
• shaIl be left pn the surface of brick or block
Surface Dressing—
Immediately �fier joints are filled a thin coatin� of dry stone screen;i�gs, sand or slag shall be spread upon the sur
face of pavement. �op dressing shall ue of sucl� sizes thaE all ti��ill pass �1 No. 4 sieve. As soon as dressing is spread, sur-
face of the pavement shall be rolled to bed dressing into asphalt coatmg.
SrAND FILLER
The joiitis sh+all be filled �vith clean sand �vhich shaIl be thoroughly= di•ied. The sand shall be s�vept into the joints
��•itlt brooms until ihe joints are completely filled after �vhich the surface of tiie paven�ent shall be covered with clean
sand to a depth of otie•half (i�z) incli, The sand remaining on the surface of the pavement ai the time of cleaning up
shall be removed.
RELAYING
�All the xequii•ements herein specified for laying biick and block shall �appl�: to rslayin� and the ptice Uid for relaying
sliall include such ne�v mateLials ns may be necessary to replace old t�rick and bloclt culled from the relay ;area.
CLEANING UP
Immediztely upon comZ�letition of the work in consecutive areas the Contractor shall remove therefrom xnd the
vicinity all unused material, refuse and dirt placed there by him or resulting from his operations and shall �vithin thirty
(30) days reniove the sand remaining on the pavement and restoie the street to a condition satisfactory to the Engineer.
Five per cent. of the eontrlct price �vill be retained, in cash if available, until the cle�ning up is accomplislied #o the satis-
faction of the �ngineer.
MAINTENANCE
The Contiactor shall Ue held responsible foi the candition of the pavement and the curUing for ninet5 (90) days
after the date of acceptance. During this period, �vhene�er the surface of the pavement becomes �aneven, holdin� tvater
one-fourth (?lE) of an iiich oi• more in depth in a distance of foui (�l) feet orless, or �vhen tUe pauement has settled over '
trenches exist�ng previous to the completion of the �avement, then the bricl� or block shall be taken qp and relaid to
pi•oper cro«m at�d grade.
Any bricl. or Ulock «�hich may ue found soft, unsound, broken or disintebrated, and all portions o� tiie pavenient
�t*hich may have become i•ough Uy rea�son of the chipping or Ureal:in� of the ed�es of the brick or block so as to produce
joints exceeding one-half (�i ) inch at a poin� one-qnarter (?;i ) inch Uelo�v the surface of the Urick, shall be removed 1nd
properly z•eplaceci Srith sound nraterial. .
Sheet 8-C,.
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�P��I�ICA'TI�1VS FOR r�'Il�E �i��R�CaAT� �I'Tt1i�/II1�4U� CONCRETE
PA�IN�
GENERAL DESCRIPTION
1. The fine aggregate asphalt concrete pavement shall consist of a mixture of broken stone, or brolcen stone and sand
filler and asphalt cement. It shall be t�vo (2) inclies in tliicicnesa uncl sha11 be laid upon a hase coe�structed i❑ aceorciance
��rith the specifications for base courst. All materials and m�thods of construction slrall conform to the reqtiirements <�f
these specificationsc
MATERIALS
2. SOURCES Or Si1PPLY—
(a), Ap�ro�•al of sources of supply of stone, sand and m'neral fiiler shail be obtained from the Engineer pr:ur to tUe
deli�rei�y of materials �aixd samples of each shall b� suhmitte.i as directed Uy tlie Engineer.
(h) A one•poun� sample of the asphait cement that the Contractor proposes to use must be sul�mitted to the En�i-
ncer before the use of such materinl in the �vork «ill be permiited. If the Contx•actm• proposes to prepare the asphal�
cement zt the pavin� plant; in lieu of the above a one-pound �ampie eacit of flux and refined �ssph��lt must lae submittecl
together svith a statement of the pi`oportions in which they �v:ll be combined to produce tlte a�phalt cement tvhich he pro-
poses to use. Every refined a�phslt ancl aspl�aIt cement admitted under these specifications shall be equal in quality to the
reco�nized standard for its plrticular kincl or type of �asphalt.
(c) Uniess other�vise permitted uy the �ngineer, all samples shall be submitted at least three �veeks prior to uGe of
tl�e m•aterials in the tvork antl in no case shall they Ue nsed until tltey have Ueen examined and apprc�iecl by him, tiVhen-
ever �luring the course oF the �vorlc, ne«� delix�ries of pa�ring material are received by the Contractor, �samples of these sha11
<1t once Ue submitted to tl�e �n�ineer and their use in the �voi•k tvill not be permitted until tiiey have Ueen examined attid
approved by him.
3. METHODS OF TESTING—
Unless pther�vise specified, all tests sh111 be conducteil im accordance �vith tl�e lutest Standards or Tet�bative Stand-
ardw qf the American Society for Testing il7�teiinls.
4. COARSE AGGRE�ATE—
The coarse aggregate shall consist of Uroken, stone produced from touglt, durable rock l�aving a I�ercent of «�ar o£
not uiore than seven (t), or clean, crushed basic slzg. It slt�:l Le ireshiy crushed, oi r�:sonably uniform qu�lity thrnout
�ud shal1 Ue clean and free .froin dust 1nd an excess of fiat or elanguted pieces a�id must not conta3n over five (5) percen�
of ti`*esthered oi plrtly clecomposed rocic. It must be f�ee fram particles of sandstone, feldspar, slate, shale and stone,
hx�*ing �� percent of �se3i of over si� (�). As clelivered to tire mixer, it sh�il com��y »ith the Yo?loR�ing renuirenients:
(u) The particles of stone shall be free fi•om adhering dust.
(b) It sh�ill haye a me�sh composition Svithin tlie follo�ving iimits:
Percent
Passing 10-mesh, not more than ..............•-•---••-•-•--•-•------.. ._.....:. _......---•----:......-- --•---,.._._....._........ 5
Paasin •�-incli screen retained on 10-mesh Siece not le�s th:�n ............................ ................ 20
Pa�sing '�-inch Screen, retained on ?�-inch screen� .----• ..................•......, ...-•••-•--..._. ..__..,.,...__._..30-5Q
Fzssing �.�-inch sct•een ..........:...
._._._,. •--.-•_. .................... .............�....:. . . . ----..._..__. 95
(e) Slag shail conform tieitlt the �p cifications of the A. S. T. ill. for Broken Slag for Bituminous Co�icreie,
D1 fi1-23T.
5_ FINE AGGREGATE—
This sha11 be cmnpased of sand or stone screenir.gs oc a miature oF both. °
The sand sliall consist of clean, t�ugh, i•ouQh��urtaceci and �engxilar grain,, Lreen froiti clay, loem or otlier foreign
mattea •
The stone screenings must be ires��ly crushed fi•om rack of the chaiact�r specified under "Coarse Aggregate."
9s delivered to the mixer, tl�e fine aggregnte �hal2 comply �i•ith the follo�ving i•equirements:
(:�) The larger' particles shnll Ue fine from adhering dust.
(b) It shall be free fr�m ctayey Iwnps or :oosely boncled aggregatians of finei particles.
{c) It ��ha11 hace a mesh composition t�-ithin the follo�ving liinits:
Passin�
200-niesh
80-mes1�
40-mesh
10-mesh
1h-ineL screen
Refained on
200-mesh
�;0-mesh
�0-mesh
1 Q-mesh
Per Cent.
0 — 5 `
15 =35
�5 —5U
20 —4�
0 — 3
The �ng;neer sh:xll select pr 1��pro��e firom axai]aUle sour,;es of snpply �z tine ag�re�:�te coming within the above limits
and which in l�fs judbine:it �vill be suitnUle foc the c2itt�atic �and trafiic c;onclitions. All deliveiies to the plant muR=t coni'orm
,t�itliin reasonaUle limits to the m:�terial t��hick h;is been approced.
�. NfINERAL FILLER—
„�.,� Sanie shall eonsist pf thoroly dry li�xiestone duit, slate du:t or portland eetnerit n'hiclt sh�il meet the foll��«•ing z,tquire-
ntents.
Percent
l�asring 200-ntesh sie�ce� not le�s th1n........_�.._.,.--•--_ ............... .............�:.._.. .......,........,.._ .._..._...._ G5
Passing 100-inesh sieve, noi less than ... ...:. .:... ••.-,--._........ _...._.....--.•----• ........._.. ..._... ...- -.,.._. 85
Passing 30-mesh sieve ..................•-.... _....__._......-----.........._..... ........,__......_...._. ..._....:.....-- •-----•---___.. 100
Shcet 1�-A.
7. ASPH1kLT CEM�NT—
5ame shall be homogenous, free fi•oni �v�ter, anrl �lia?: not foam tchen heated to .175 dcg. C, (347 deg. F.j. It shall
meet the following requinements for physical and cl�eniical properties:
1. Penetration at 25 deg. G. (77 deg. F.), 100 grams, 5 secands -•----------------••-•-- ---•--•-•----•--- -... ----- ••-----•-• 40 - 60
(An �sph�alt cement having a penetration 5 points above or Uelo�v that specified shall ue consi�lered
acceptable for use).
2. Flash-point (open-cup) not less than 175 de�. C. (34? �leg. F.)
3. Loss on heating at 163 cleg, C. (325 deg. F,} 50 grams, 5 hours, not more thzn 2 percent,
+'� Penertation at 25 cleg. G. (77 dea. F.), 100 g1ams, 5 seconds, of reside as compared �yith penetration of
asph�lt ceineht Uefore heatiicg, not less th•an fi0 pei•eent.
d Ductility at 25 deg. G. (77 deg. F.),not less than 30 cm. ,
"a. Uituinen �oluble in cai�bon disulphide, not less thau 55 percent.
G. Propox•tion oi bitunien soit:Ule ui cari;on tetrachlori�?�, not less than �J9 percenL.
PAVIi1G PLANT
8. PLANT ES xENTIAT S—
(z) T1�e plaYit useci iti m�nuiacturiu� the pavement niuct be of the batch type and capable of mixing in the nianner
lie� eir specified and mtzst he pro�-i�led wiih selr3rate chambe,� for heaiin� and mi�ing the inbredients, The stone and sand
��:e�ll tie lieated in an approved iype of revolvinn dxier. Tl�e milin� fihaIl be done in a t«rin-shaft miler of the pugmill
iZ-pe caplble o� holdin� �nd properl,y mixing not less than a�i50-pound L�atch of surface mixture or in a iotary ntiser in
tidhich the :asphalt is sprayed into ancl incoiporated �vith the mineral lbgregate undei pressure. �ach plant must be provid-
e3 «�iCh asph3lt ketties of �ttch capacity that one hlling uf them �vill be sufficient for a dag's run �nd �o desi�ned as to
secure uniform helting af the enEire contents. There sliall also bc pro�rided a bin for the storage of hot aggregate hlving
a 4tarage c�p:tcit� of not less than one ton and pxo��ided tiviFh at least tt�-o compnrtments, each having a separate gate. It
�hail have an overliead rotary screen not less than 6 Seet long for removing oversize stone and separating the coarse and
fine aggt�egnte nnd deliverir,g thein to ihe separate compartm�nts; bins and screen to be Provided �vith o�erflo�v pipes.
The lic�pper fronl �vhich the hnt aggrn�ate is drntvn from the bin must rest upon 5cales so arran;ed that 1 definite
lveight of mlterial can be �veighed out of each bin and delivered to the mixer,
(h) The asphllt Uncket uced to measure �nd apply th� 1sphalt must be bal:�nced upon scale:, and sg arran�ed thnt
the � sphllt e�n Ue easiiy ancl quiekly ���eighed and be apPlietl in iliin sheet th� full wicii;h of the uiixer.
(c) Tl�e �lant shail be grovicied ���ith an asphalt thernlometex• for meltin� k�ttles, an electric pyrqmeter at the
di,;charge chute of the drier, a platform scale and at least t:,:o ins�ectors' armored thermonieters.
9. PLANT TESTING EQUIFPdENT—
The Contractor shall pro��ide and n�aintain in good ord�r at the plant, the follo�cing testing equipmeut, which may
l:e u�ed by the �irgineer or �an inspectoi desi;nated by him to cieterinine tne penetratiqn of a�phalt 1na asphalt cement,
ihe grading of the inineral ag�regate �ncl sucli o�lier tests as as az•e deeined necessar5 :
1 Penetrstion machine ��-ith needles, glass dish and tl�ermometer.
1 Set of standard sieves, 200, 100, S0, 50, �0, 30, 20 and' 10-mesh.
1 Laboratory stone scale.
I Laboratory sanrl scale.
1 Set af stand�rd screens. ?4, ?<, ?� and 1?�-inch c;rcula� tr�enings,
1 P.ol] of n�anilla paper for n�al�Sng �stt tests,
r111 of the above mentioned apparatus shall be of standsl•ci type •snd ap�:�•oved by the EngineeL• an�l shall Jae prol�erly
Ilau�ecl by the Cantiactor in a separate building or roan� not less tiian ten (10) feet hp ten (lU) feet and provided �vith
a ivc�rk bench. This rootn shali Ue uszd exclusively for test'z�a purpo�e� Uy the Contractoi� �nd tlie Engineer or liis in-
spector.
�� tjR..V 1Nii. YLA1V 1� VYr.KAI 11J1V � � �
10. SAIYD AND' STONE STORAGE—
The difierent kinds af sand nnd stone used �hall be ke�t sepa7�ate 1nd such pi•dr-isions as 1re deemecl necesanra� ��Y
the rngineer to keep them from becomin� mited shall be ma :e �y the Contractor.
11. PREPARATIQN OF ASPHALT CEMENT—
(a) The aspl�alt centent �hall be ineltaci at tlie paving plant in kettles or tanks aud shall be li1•pught to a temper�t-
ti�re af 2;i0 deg. F, to 350 de�, F:
(h) R;hen refined asphnit is to be combined �vitli a flux or �F•hen the asphalW ceixient cont�ins oti*er 5 per crnt.
mineral matt�r, tl�e mixiure shali be ihoroly agitated until .2 home�eneous asphalt c.ryment of the recruirec3 penatr.itian is
�iroduced, atter 1�hich only sufiicient n�it�tion chall be Pravid�;l to l�eep the as�halt cLnie�it homoreneous. The penetration
nf i.he asi�hzit ceutent sh.tll �e teste�l at sui}�ible interv;�ls to in,ure that it is �naintsined at a uniform con�i�`ency th1•uaut
the pez�iod of use.
12. PREPARATIOIV OF 14IINERAL AGGRE�ATES—
The caSi•se and fire ��nreg�tc sliall lae dried and heat�d in tlze r2�'c�ivir.g d�•ier a�i�l wiien deli��eretl to the nii:�er shall
k.!c ai a tempera�ure Ue�t�een �ra dcm. F. and '3a0 deg, F. The teni�?eratui•e bet�veen therc. limits shall be reyulaied acc�id-
ing to the temperature and the «=orking of tlie mi�ture. 13o'h coaY•se and fine <i�;�regaLe; may be siinnit:,neously fed into
tlie �ame drier in �ehich ca�e the� should previouslS� Ue iuix�d it� subst.�ntiall� the de�iresl proporti�ns anti must im-
niediately after lieatinn be screenecl into coarse and fine agg�egate and stoi•ed in sep�rate tiins.
13. PREPARATION iAND COMPOSITION dF A�PHAx,TIC CONCRETE MFIXTURE—
(a} This shail Ue compo�ed of asphalt cement, filler, coarse and fine ag•pre;�ate in Ehe following pi•oportion�::
Percent
Aspkalt cement (90 per cent plus Uitumen) ........ .............:. ...•..._......._._:. ..---...,......_ fi.5 to 9.0
I�iller - --- ..__.....,..._._ ... .. ..... ......---- -•---- --....--••---- ---.... . . .... . ..__...._. ;i.0 to 10.0
- - - ---- � 40.0
Fine aggre�ate .... ... --..._ � _ ..._ _........ �0.0 to
................................ ................ ...._.__._....._
Coar.-e ag•greg�te . ............... ........ .,._._....-� --..........._.....--•••- -...........,...._.. .......----......... �G.11 to �5.�
Shee: 10�B
-d.
a
�
�, �
�
t
�
The Engineer �hall specify or approve a farmitla coming within the .aUove limits �vhich in his juflgment `vill pro�luce
� pavement which n�ill be suitable for the trniiic an3 cL'ma tic cohditinns and the maximum permissible variations from
the formula so specified are given belo�v;
Bitumen -------------•--••--- -•-•----- --•-----------------.---..._,_ ..0.5 per cent. above or helotv
---- ----�-•--------- --
Passin� 200• nesh ...... ................................... ..... .-.__.._..,. 1.5 per cent, aUove or belo�v
---•---
Fine aggregate .._._..._ ..................:........ ..._...._._._. ,.�2.0 per cent, above or belo�v
Coarse ag�regate ..... ..........••---------- -----.... ----•---- --•------ --------•--2.0 per cent. ak,ove or belo�v
In no case shzll these permissible variations from the lpprbved foimula be consti•ued as authoi•izing a mixture �vhich
does not come �viChin the Uoard composition limits as set forth in the last portion of this seetion:
(b) After the in�redients have been separatelp and ac�ttratel,y weighed in accordance �vith the apPreveci £oi•mitln,
tlie coarse and fine .aggregates and the mineial filler shall be chargeci into the mi�:er. After these have been thoioly
mixed, the asphalt cement shall be naaea and the mixing continued for a period of at least one (1) minute, or longer, i£
necessary, to produce a homogeneous miYture in which ali particles of the mineral aggregate are u�ii£ormly coateci.
(c) The asphaltic concrete m�xture shsll confoi•m to Ehe follo�ving composition limits by tiveightp
�assing IZetained on Per Cent
Bilnmen soluhle in carbon disulpUicle 6.5 to 9.0
200-mesh sie�re 4.0 to 10.0
80-me,h sieve 200-mesh sie��e 4,0 to 15.0
40•mesh sieve 80-mesh sie��e r.0 to 22.0
1Q•mesh sieve 40-mesh sieve 5.0 to 20.0
i/ -inch screen 10-mesh sieve 10.A to 25A
?�Z-inch screen �/.�-inch scieen 15.0 to 25;0
y4-inch scr�en �-inch screen 5.0 to 20.0
The TPngineer shall specify or approve a mixture coming �vithin the above limits which in his judgmeni: ���ill be
suitable �or the trafiic ancl clim�tic; conilitions an�l the inaximum peimissible vlriation froni the misture so specified ai•e
given belo�vc
Bitumen ...___ .-•- ------ ----------•--.......... _.._......... ...._.....;.._.._._..,0.5 per cent. above or bC1o�N
Passing 20�-me�h sieve -.-----•_......._.._... -•----•--•---•-•--.__ ---• --•.-••--...1.5 per cent. above or belotv
Passing Sll-mesh sieve ..........._.,.. __ .-.--.•--• ......................:..................3.0 per cent. above or belo�v
Passing 40-inech sieve ......... .......•---.,...-••---•••--•---......._...._....._....__....._....3.0 per cent. above or belotiv
Passing 10-mesh sieve .:.. .........................................................3.0 per cen�, above or belotv
Passing ll�_inch sereen ..... ........ .•-•.-•--••---•--........_...»:......_.._..._...._..3.0 per cent. nbove or belo�v
P�ssing 3z-inch screen ......... ......... �......._._:.....................__......_....._._...:�..3.0 Per cenE. nbove or below
F+assing �i'.�-inch screen ..................:...............:.....•---.,.........__...,.........._....,..3.0 per cent, auo�e or belo�v
14. PAVING PI.ANT INSPECTION—
Tlie Isngineer oi his authorizecl representatives shall l�ave access at una* tiitte to 111 parts of the paving plant in order
to instire the manufacture of the pav2ment in strict accorda nce n'ith these specificatiotis.
CONSTRUCTION
I5. GENERAL CONDITI01�1S—
=�"Phaltic concrete mixture shull only tie lai� upon a ba;e �vhich is dry, or at least free from standing �vatex• and only
�t•hen tiveather conditions are suitaUle. I�xcept �vitli i;he permission of the �nsineel•, no mixtui•e shall be laid �vheu the air
temperattire is belo�v 40 deg. I`, Prior ip the delivery of asphaltic concrete mixture on the �vork, the prepared base
(foundation or binder coux•se) sh111 l�e cleaned of aIl loose ui� fprei�n materi�il. I`To loads shall be sent out so late in the
day that they cannot Ue spread and compacted during duyli�;ht unle�s artificial light satisfnckory to the �n�ineer i, prb-
���aea.
16. TRANSPORTATION OF MIXTURE—
The asphaltic concrete mixture 61i111 be tcansported from the �raving pllnt to tl�e �vorlc in tight �fehicles cleaned u£
all foreign mlterizls and tirhen directed Uy the Engineer ea.h load �hall be co�:er; '�riih canvns or other suiiaUle materi•al
of sufficietrt size to protecC it from �veather conditions. The inside surface of all vehicles used for hauling pavin�
m•aterials ntust be oiled jusi liefore lond'ing, Uut excess of oil �yi11 not be permitted.
17. PLACING OF MIXTURE—
Tlie E�a�+ing n�ixtnre �vlien delivered on the �vork niust have a temperature bet�Feen 2 r5 deg. I'. and 350 deg. �he
temperature of the mixture «�ithin ti�ese limits shall Ue reguYated accoi•ding to its werkaliilifiy and the atmospheric tem-
perature. 'A variaiion of 20 den. I`. above or belo�v the tem perature set bY tlie �ngineei: shall he �illo���able, Upon ar-
�•ival on the �Vork, ihe mixture sh�ll Uc clumped outside vf ttie area on �t�hich it is to l�e spread, The niist:ire may Ue
dumped directly �n a concrete foundation but tvhere the found�ation is macadam or telford it shall Ue dumpe_l on metal oi
��-ooden platforms unless tvritten permission has been secured from the �ngineer io dump directl�> on i:l�e foundation,
Intmediately after dumping, the mixtui•e sh:i11 lie distributed into p11ce Uy means pf hot shoveis i:� sach a aianner
that any se�regation of the ingredients durina transit or oth �rtivise �.ill ue remedied as far as possible. If necessary, it
sl�a]I be remised �vith hot shnvels, before sprcading. r�ny por�ions of the patrin� niixture thnt ha��e Ueconte cooled belo�v
250 deg. F. before being spread sh,tll be discarded.
Immediaiely afEei• bein� deposited in pince, it shall Ue spread ��•ith Itot iron r:ikes in ai loose layer of uniform density
and coinposition and correct depth. Lo'ads shall nt�t Ue dump�cl any faster than they can k�e �roperl5� handled by the
shovellers. Tlie shovellers shall not distriUute the clunipeci load faster than ii ean be pi•operly* handled Uy the ralcers. The
�•alcers �vill not be perniiited to stanci in the hot �nixture �vhile ral:ing it, excepG �vhen necesslry to correct errors in the
,irst rtiking. Special ca.re must Ue used in spr•eading �and rakEng the wearin� surface if porous spots, depressions or pi•o�
.m- jections 2xe to be avoided. For this puipose the Gontractor �hall employ not iess ihan thi•ee (3) i•al��rs for each one
hundred (100j square 3*ards of pnvement laid per I�our. Additionnl ralcei•s nnist be employed ���hen 1�reater quantitq
of ?saVement is Ueing laid per hour.
Before placing surface mixture ag:iinst them, all contact surface, of curUing, gutters, he�ders, manholes, etc., should
Ue painte�i tvith a th:n uniform coating of hot asphali cenient or asphalt cement clissolved in n�pl�tha. Immediately* acl�lcent
3heet 10-C
to flush cuibings, headers, gutters, liners, manholes, eEc., the surf�ace mixture shall be spread unifoxmly high so that after
compaction it xrill be one-quarter (?�.�) inch abo�re the edges of such structures. The raking must be carefully and skil-
fully done in such a mnnner that after the first passage of the roller over the raked surface inixture but fe�v honeycomb-
ed spots will be apparent and a minimum �amount of back patching �vill be required.
Placing of nuxtures shall be .as continuous as possible and the roller shall pass over the unprotected ed�e of the fresh-
. Iaid mixture only �vhen the laying of this course is to be discontinued for such length of time as to permit the mi�:ture to
ry�ecome chilled. Joints bet�veen old and new pavements bet�veen successive dxys' ��ork shall be carefulIy made in such =�
ianner as to insure a thoro ;and continuous bond bet�veen the old and new surfaces. In the case oF surface course, ex_cept
.;i�,,. °lvhen a canvas-ropecl joint is used, the edge of the old snrface course sh�all bG c�;t back for iis full depth so as to expose a
fresh surface, after �vh�ch the hot sui�face �nixture sha11 be Placed in contact tivith it and rake� to a proper depth and grade.
Hot smoothers ar hampers shail be carefully employed in such a manner as to heat up the old paveinent sufficiently (�vith-
out burning it) to insure a proper bond.
o�,s�,
18. COMPAC7'ION OP MIXTURE—
Immediatelv after spre�ading, the mi�ture shall Ue given its initial eompression �rztli a ten (10) to �t�elve (12) ton
tln•ee-«heel potver rollei, The final compre,sion or hnish may be secured �«tii an eight (8) to ten (10) ton tardem �•olle�•.
Delays in rollin� freshly raked mixture �trill not be tolei•ated. Rolling sh•all sbart longitudinally at the sides and
proceed totvard the center of the pavement, overlapping un sucessive trips by at least one-h11f the �vidth of the ioller.
Alternate triPs of tlie roller �hall be of slightiy difierent lengths.
The pavement shali then be subjected to diagonal_ rolling in t�vo directions, the seconii dia�onal rolling crossing the
lines of the first. I� the �viclth of ihe pavement permits, it shall be rolled at right angles to the center line.
The motion of the roller shall at all times be slow enaugh to avoid displ�cement of the hot mixture and any displace-
ments occurring as a result of reversing the direction of the roller, or from any other cause, shall at once be corrected Uy
the use of rakeS and of fresh ini�ture where reqnired. Rolling shall proceed continuously at the rate of not inore th�an
one liundred an�i fifty (150) sq. yd, per hour per roller, and shall continue until all roller marlts are eliminated and no
further compression is possible. \Vhere more th�an the stated amount per hour per roller is being laid, additionai rollers
�vill be required. To �i•event adhesian to the roller, the wheels shall be kegt properly moisteneci, but excess of either �vater
or oil will not be permitted.
The rollers shall be in good condition and for final com paction of surf�ace miYture shall weigh not less than t«o hun-
drecl (200) pounds to the inch t��idth of tread. They shall be operated by competent and eaperienced roller e2igineers ancl
must be ].ept in ccntinuous operatioii as nearly as prRcticable in such manner that all parts of the pavement shall receive
suUs�antiully equ11 compression.
During an eight (8) hour day in laging surface mi�:ture, each roller must be englged. in actual rolling_ for not less
than six and one-half (G?�) hours, •and not moie than one and one-half (1�) hours shall Ue allotved for cleanin� fires,
��*atering, etc.
�shes from the roller must not be dumped w• dropped upon the foundaiion or 1ny portion of the pavement.
A1ong curbs, he�aders, manholes and simiisr �iructmes ancl at all places not accessible to the roller, thoro complctioix
must be secured by means oF hot tampers and at all' contacts of this charlcier the joints between these structures and the
suzface mixture must ue effectively sealed.
19. SEAL COAT-
As �oon as possible �fter Yolling and tvhile the pavement surface is yet fresh, clean nnd hot, as a seal coat of bitumi-
nous cement shall be spread. Cement tised foi this purpose shall be the same as used in Prep�i•ing the gaving aiixture.
It shall be applied at a temPerature betiveen 25p deg. F. �anci 360 de�. F, from .a squeegee distributer. Any irregulari-
ties in distributi�n of tlte bituinen over the suiface shall be eliminated �vith rubber squeegees, Onl,y sufficient cement shall
be used to coak the surface and fill the surface voids �t�ithout leavii�g an excess in the surface. Immediately over this
coating, a to�� dressing of stone chip; or pea gr�vel or a inix ture theof shail be uniformlg 5pread and rolled into the sur-
fnce. .4 �light surplus of this dressing sfiall Ue left on the surface. Dui�ing sdverse conditions, or wl�en the bitumenous
coating l�as chilled before the stone covering, has veen 'applied, tlie stone �t�nll be heated to a temperature of not over
300 deg. F, Uefore applying, and z•olled into the pavement su rface at once after ueing applied,
20. CONDITION OF FINISHED PAVENlENT—
The surface of the finished pavement shall Ue smooth and trne to the established crown and grade. It shall have an
aver�ige thickness of irot less than two (2) inches aftec ulti mate compiession �nd slrall 1��t be less than �ne and three-
qttarter (1�4) inches nor more than trvo •and one-half (2'r�) inches in tUicltness at any poini. It shall have an :cverage
��eighti of not lessth.an t�vo hundred and forty (340) pounds per square yard, exclusive of seal coat, The surf�ace of
the finiched gaveinent shail be free from depressions (ns measured �cith a siti (6) foot stiaight edge parallelling the
Center line of the rand�vay) exceeding the permissiUle ciepths �iven belo�vc
DisCance between high points on
wiiich the straight edge rests
G feet
5 feet
� feet
3 feet
2 feet
1 foot
Permissible depths
0250 inches, 8�32
0.218t5 inches, 7l32
O.1S75 inches, 6;32
0.15G25 inches, 5132
0.1250 inches, 4;32
0.09375 inches, 3j32
Aitei: final compiessian, the finislred surfnce course shall at no point Unve a densiiy less thait nineiy (90) per cen�
of the maximuni density possible to obtain in ,� voiclless P�vement com2�osed of the same mlterials in like proportions.
21. PROTE�TION OF PAVENiENT—
�Vlien the edges �rQ not protFcted Uy a concrete or stone curU ot lieader, fouz- (�l) to siti (6) inch planks of the .same
thickness as the finisheti pa�ement u�ust l�e u�ed foz• this puri»,�, �vhich :httll be 6rnily secuied in the i•ec�uired position and
left in place u:ntil the pat�enient hns Uezn pt•oper2� �•olied and thoroly set.
Shect 1•D-D.
�
� 'b
�r .
,,�, ..�►> �:- ,,,�.
�
�i��CIFICA'I'I�1�S FOR ASPHAL`I' �LOCK PA�TIl`d�.
GENERAL CONDITtONS—
Upon ihe foundation and sand cushion, grepared 1s specified shall Ue laid the lsphalt block pavement.
SAMPLF S—
Sanipl�s �of refined asphnit, petroleum flux, asphalt cenient, crushed rock, s�nd and filler, which the manufactu•rer
proposes to use in his �vork, to�eteher �vith a statement as to the so�srce alid character of these materials, sliall be sub-
mitted to the Engineer at any time ihat he may so request. No asphalt othex than that specified in his Uid shall be used,
excegt with the �vritten consent of the �ngineer. In addition to the samples su�mitted as above, other samples taken from
anr] actually representltive of the shipments received, shall be submitted to tlie �ngineer before the �vorlc begins; also dur-
ing the course of R�,ork, all shipments of new material shall b e sampled at ance, an�l in no case shall :�uch materials be used
�vithout having been esamined and approved by the �ngineer. The manufacturer shall fiirnish ths Engineer, or his
authorized inspector, all facilities for samplino of materials.
METHODS OF TESTING—
All tests of materials musE Ue conducted �ccording to the official ruethocis on fi'e in the offiee of the �ngineer. ThP
�fanufacturer must pro�•ide a suitaUle room at the p11nt in �chich ,an Inspec4or apPointed by the Enbineer can carry out.
all chemical an�l ph3�sical tesis rec�uired to keep the proces� oP manufacturer under groper control,
REFINED ASPHALT—
The refi�Yed asphalis admitted under the specificationS �hail be pi•epared from any natural mineral bitumen, either
srn:icl or Iiqui�l, or from contUinations thereof, by suitable aiid nppx•oved metliod of refining, The preparation and refinin�,
of all asghalEs shall be suuject to such inspection ai the pavi na plants and refineries as the �ngineer may direct. �very
refined asphalt submitted under these �pecifications shall be equal in qnality to the recogniaed standard for its particular
type or kind of a�phalt. A�:i refined asphait must comply �vith the following requirements:
(a) All :sliipmenis of refined asphalts of nny l�ind shall be unifoi•m in camposition and consistency. The penetra-
tion of the mtiterial i�i any shipinent shall uot vaty more tnan ten points.
(b) A,phalts oUtained Uy distil:ation of petroleum oils shall have a penetintion of not less than 30 at 77 deg. F.
(t) Ninety-eight and one-half per cent of t;he total Uitumen of all x�efined asphalts must be soluUle in cold carbon
tetraclvloride.
(d) �Vhen made into asphalt aement by use of such mzterials and uiethads as described in these specifications, ihey
mu�t produce an asphalt oement coinplying tt-itli all tl�e requirements elsewhere set forEh herein for asphalt cements.
If desired, €I�e lianufacturer may use an asphalt cement prepared at the refinery. To be accepiaUle, this •asphalt
eement must comply �vith the aUove requirement; for refined �spl�alt, and inust a:;so comply with all requirements for
�plialt centent as given belo�v;
FLUXES—
Fluxea shall be the residues Uy the distillation of parafi'in, semi-asphaltic, or asph�tltic pei�•qleuni. They shall be of su�lr
el�aracter as to comhine �vith the refined asphalt to be used to make <in aecepiable asphalt cement, complying with zll the
i•eqnirement; of these specificatians. tlll fivaes must pass th: follo�ving t�sts:
(1) They must have a penetiation of moie than 350 �vith a I`To. :: needle nt 7r degi•ees F. un[ler 50 grnms Sveight for
one second.
(i:) The specific gravity at GO degrees F, slrall be bet«Teen 0.96 �nd 1.04.
(c) �Vhen 5D grams are lieated for five hour� �t 325 de�rees I�, in-a t�n bos 2i� inChes in cli�meterand 1?:i inches in
}zei�ht they s1i�11 not 1o�e more t}tan 5 p�r cent, The residue left after heating shali have � pen,etration greater than 200.
{d) They shall not ftlsh belo�v 350 degree; F. �vhen tesLea in a:�e�v Yoik stlte closed oil tester.
(e} They shall Ue soluble in carbou tetrach:oride to th� ea:tcnt o£ not less ihln 99.0 per cent.
ASPHALT CEMENT—
The asphalt cement �liall be com�rased of refinecl asp2ialt, oL asphalt anci ftux, «her� fius is required, of the ch�racter
r•pecified else�vhere herein. The proper proportions of refinel �sphait and fius :sha11 be meltec3 together into s thoroly
homogenenus asphalt cement. Under no eircum�iances shall as�l_alt be uced �vhich has liad insufficient agitatioit, If the
aaphalt cenient cnntains material ��'l�ich «Rll separate by suUsilence zcliile it is in a molten condition, nieans ntust be provid-
etl for constant agitation of the asghn:t rement. The asphalt cemerrt mu=t never be he�ted to n teniperature in excess of
•i50 de�;re:s P. For the pui•�ose of recordin� tUe temperature in the asphalt l:ettles,- recording pyrometres shall be provid-
ed, as specified else�vhere herein. The methqds of 2gitation mz�t Ue of such a type as to cause no injury to the asphalt ce-
ntent. The i•2fined asphalts, or asphalts ana ftux, �vhen required, ,ltall be ~ti-eighe�l sepnrately in the presence of the authoriz-
ed inapectux of tUe �ngineer. The asphalt cement shadl com��ly �rith tl�e follo���ing Lequirements:
(�) It sl�all be thoi•oly honio�enotls, anti tl�e vsrious bituminptzs ingredients contained iit it shall Ue in 2 state of com-
plete solution.
� ('b) �Tt sl�all shotv the� fa1To��+ing penetration: � � �
Ai 115 degrees F, 50 glams �ve�ght, 5 seconds, from 70 to 85.
The �ngi�eer �vill fi� the penetxa�ion to be used in the bincks for each pa�•ticular contract, basing his judgment eppn
tl�e traffic conditions t��hich the paveuiant �vill nteet, and upon the charactei oi the inineral aggiegate of the block.
(c) �'hen 50 gxams ai•e heated in a tin box h?:i inches in diameker ^.-�d 1?:E incl�es in height for � hours, ,1t a iem-
per�ture ut 325 degrees F., it shall, liave Iost b�� vo�'.atilization, not mor� tlist� 3�er cent. Tl�e residue, after heating, must
'iave a penetration of at least 50 per cent. of tlie peneti•atio:� of the oriainal sample.
(d) The pure bitumen of ihe asphalt cement shall have a cluctilit5- of not less tl�an 15 cm. nor more than 50 cm., ai
-a- i7 de�rees F.
CRi1SHEB STONE—
The cruslted stone used in ilie mineral aggre�ate of th � block sha;l Ue tr�p rocl:, free from ��-•eathered oi• dirty par-
tir,Ies and foreign n2atter. The stone shall cruSh in the eubical fraeture, and shall all pass a Z-mesh screen. At least S�
percent slt�ll be retained on a 10-itiesh screen.
Sheet 11-A
SAP[D—
The sand usecl in the asphalt block shall be siliceous, hard, moderately sharp, cleln,and �ree frors clay, lo1m, mica or
other foieign matter, The sand shall not contain more than 5 per cent of ma$erial �vhich will gass .a 200-mesh sieve, and
it shall all pass an 8-mesh sieve. Tlie �'rading in �ize of the sands shall Ue such that the sand or sands, cai� be mihed �vith
tlie crttshed stone to produce a mineral aggregate for the block mixture of a composition as specified else�vhere herein. I�i
the event that ane sand �vill not give a grading suitable for the mineral aggregate of the block mixture, t�vo or mare sands
.tivill be mitied in such pi•oportions as are designated by the Engineer.
FILLER—
-r The fiTler shall be a portland cement or stone dust of sufficient density to �veighi 1t �east 8a' pounds per cubie foot. At
least �0 per cent of the filler sl�ail pa:s a 200-mesh sievc, and shall all pass a 50-mesh sieve. Z�hen 50 grlms nf the filler
is thoroly agitateri z��itl� �listii�.ed �vater at ti3 de�rees F., by means of <zir Ulast, not more than 40 per cen� `siiall sub-sicle on
standing for 15 seeonds.
MIXiNG—
The bloci: mixturs �haCl consist of crushed stone, sand, filler ancl a�ph�lt cemen�. The plant used in the mi�cin� of the
b.ocIc misture shall be of a type approved by the �ngineer, and mu�t Ue provided �viEh suitable heating drwn for heating
the inineral aggregate, �vith I.eitles provided witlt the proper *neans of flgitation for the heating of the asphalt eement; titiith
approved scales tar the «�eighing of the niineral abgregaie, the asphalt cement and the filler. The actua�; mixing is to be
performed in a t�vin-pug mixer. Tlis asl�halt Icettles and tha sand drmns are to Ue provided �vith recording meters, lvhich aie
to be at the service of the inspector 4ppointed bg the Engineei•, The sand and the stone shnli be kept in separate and dis-
tinct piles aE the boot of the cd:;l-san�i elevator, and sliall be fed into the clevltor; in accurlte and definite proportions such
as may be required to produce 1 r.tiiieral aggregzte of the composition desired. The sancl and stone sUall Ue passed thru 1
drier and heated to a temperature of front 300 to 350 degrees F, Tl�e drier is to be of such construction as to thoroly mix
the stone alld sand. After being run into the slorage bin, th> heated aggregate shall be passed thru a suitab"'e screen �vhich
�vill rejeet all material lar�ac than thlt �vhich wi:l pass thru a 2anesh sieve. The sand and stone �»ll run froin the storage
Uin into the �veighing bos resting upon the sca�'es, and from .he �veighing box the �nnd a�ia stone a�ill Ue Plssed into the
miser. The dnst shall then Ue �vei�hecl cold and added to the sand and stone in the mixer, and finally, the asphalt esmeni,
heated to a temperature of fr�m 2"r5 degree; to 325 degrees F, sha�;1 be tivez�'hecl out into the mirer. The maierials will
tlien be miled until every particle of tlie iniueral aghragate i; compietely co�ted �i�ith asphalt cement a[id a tlioroly homo�
aeneozu mixtzre is secured. This triti require a nii�ing period of nt least one minute.
[�30iDING OF BLOGKS—
iituned:aEely lftex the ini�ing is campleted the b1ocI� mi�ture sh111 be con�•eyed to appropi•iate presses to be forced inEu
Ulocks oS the size speci&ed. PressuYe ivay Ue app:ied in one or moie stages, Uut ezch Uloclt shull receive an ultimate com-
pi•ession of at least S,�00 pounds pex square inch, or a t�tal ui �18U,000 paunds compression in ihe climction of the shortest
€�xi.�. The interior of the bloel: mt�:d shall Ue sprayed with ha�ted parafiin �ias or some mineral dust for the purPose of pre-
ventin� the heated Ulock from adliering io the sides, iop or bo;.lom of ihe mold. In the eveiiE that paraf�in ��as is used, only
a sufTcie�t atnount �cill be sprayed into the mo:d to prevent adIiesian of tlie hea�ed miature, ancl no surp`:us shall be alio�ved
to d�rop doSvn on tlie surfnce of the blocls. Afiez compression, the blocl:s must be removed from the presses ��'ith �s sma}1
amoti�it of handling as possible, nnd Ehe blocks shali ue allowe;l to coni under runnin� waier. �fter haviug been cooted, tlie
ulocl:s must be carefulIy stacl.ed upon :� sntooth flat sui�£ace, each layer uf the ttaek bein� covered «�itli sand or minerll
dust to nre��ent the Ul�cl�, adhering, tlny blocl�s �vliicix 1re beypnd the al:o«'nule limit of dimensions lntl �vi�icli have Ua�lly
t�rol:en ecige; ar dcfective face,, �vill be subject to rejection at �l�e p:�int nf manufacture. All blocks �vil�l Ue subject to ra-
jectiun up to the time of actu�l use, if damaged as a result of careles�ness or impxoper starage.
SIZE OF BLOCKS—
The dimensions of the asphali Uivck to Ue furnished sha:l be 12 ins, s 5 in=. x 2?J ins.
The permissible variltion, eitl�er uncler or over the aUove specified sizes �vill be ?�z inch in len�tlt, i'i1G i�icii in tcidth,
and 1;'1& inc3x in deptli.
PROPORTIONS—
The progoi•tions of the constituents shall Ue sncli that l:he finislied blocic tivi;l sho�v neitlier excess nor deficit in UiEumen
and sueh that the block �vill be tough, p1iaU.:e, compact and i�'ater proof.
Tl�e znalysi; of the blocl. misture sha:i ha�'e a comZ�asitiQn �rithin the limits spetified belot�*, and the �ngineer ��•ili
desi�nate lvithin these limits the blocl: milture �0 13e useti in ihe manufacture of Yhe U:ocks for each particular contracC.
Biturnen ._...__...- ............. ....__...••-•-..............__....,.. ._.•--....--•--•-.,....._..--- ---._,�_ G.5 per cent to $.5 per cent
Passing 2U0 iue�h sieve ..............................�._....__,- _:._......_......---..__.._....---10.0 per crnt ta 13.0 pet• cent
Passina SO-nzesh .•ieve .....................:...........................:............_....._.,....12.0 per cent to 2Q.0 per cent
Passin� �10-mesh s:eve ..:..........................�_,_.._..-- -• --...:_..._........._ . ......15.0 per ceut to 20.0 per cent
. ._...
i'nssing t0-ane=h sieve _.._._...._..._...._....__........ ,_ .7,liA per cent t� 23.0 per ceiit
....,--- -... ... . .,.. ....
Passin� 4 me:h sieve ................_...._._..,...............,_.. :......_....... .._..15.0 per tent to 30.0 per cent
Flssing 2 meslt sieve .............:... .... ... ..:... ...... ..._...:..__ _..-- -............. 0.0 per cent to 20.0 per cent
�he a,plialt blocl: niixture :hall )�e sucl� that under ti�e c�mpi•e;�ian �pccified the fi»islterl Ulock sliall have a specific
hra�it� of at lea�t 2.:3�. 1'he T�=oc1:; shall sho�v an ahs�rptinn ��hen iinmeisecl in ivvater far ttventy-four hours ot not more
tl�an U.5 l�er cent,
LAYING—
Upon tlae cushion, preparec� aa specifi�d, the as}�haTt biocl�s �12a11 be laid in siiaiib:�t lines perpenclicnlai to ti�e curb.
The L:ocks �re to be dri4en �t;ain�t euch other so tliat :ill Joints niay Ue as tSglit a�s pns.=iUle. Only longit�;dinal jaints �ha.l
be Urol.en US :t lap of at 7enst 4 inches; only «�hole blocics are to l�e used> eatept in startin; flr clusing� the clo;ures. The=e
closure; ara to be cut ta eiaci line by experiented ir,cn, and to be placed immediately after the Uloek; are 1aid, c1s �oon
a� tl�e Ulocks are laid the5 shall Ue s�vept ciean, and sliail be ;n;pecLeri and cuilecl; all cul:s bcing re�noved nnci carried foF�-
tvarci foi• use as cIosurea. riny �ection of tIie pavemeut not covforu�ing �:ith th,� prope�• grade snrfsce shall uc> Ytcijusted be-
fose ra:ling. Tl�e surface shall the�i be thorolp rollecl �viih :.i raliex� n•eigliin� ai lea:t 2;iU paunda' pet` liz�e:tr iucli, �fter
�r•hich tl�e �ui•face sl�till canfurm accuiately to the grade and cput�ur of tlie fini=lied pnveiu�nt.
Sheet 11-B
,
� „�, .,�. � k
,t
-.� -:�
,��i1►-
Sections of newly finished pavement sliall �ie protected from irnA'ic for at least six (GJ hours oi until they liave Ue-
come properly hardened by cooling,
22. REP?.IRING—
Repairing s11a11 in all cases be made b) cutiing out the defeetive sur£ace course �iown to the foundation �and replacing
it by ne�v and freshly prepaied surface mixture and laid in sti•ict aceoi�dance �vith these speciHcations.
S�'henevei any defects are caused bg the failure of the foundation, the pavement, including such foundation, shall bo
talcen up and relaid �Rth freshly prepared material niade and laid in sirict accordance �vith these s�ecifications. In all
cases the surface of tlie finished rep2ir shall be aE the grlde of the adjoining paveinent and in accordanee with the contour
of the street.
23. CONDITIQ�N AT EXPIRATION OF GCIARi�NTEE PERIO")—
In lddition to the �roper nraintainance of tlie pavement durin� the period of guarantee, ihe Contractor shall, at his
o�vn ea:pensc, just Uefore the e�piratipn of tl�e gunrantee period, maice sttch repairs as may Ue necessary to produce a pave-
ment �vhich shallc
(a) Have a contour free from depressians of any kind exceeding ihree-eights {�) of a,n inch in depth �as measuietl
�vith � four-foot straigl�t-edge parallelling the center line of the roadwly.
(b) Be free from depressions of any* l:ind 1�trger 'than one (1) foot ui diaiveter and of �reater depth tlian oi�e•nuarter
( x�) inch that ��ill liold �cater.
(c} Be free from cracks.
(cl) Contain no disintegrsted surface misture.
(e) ?�T9t hace been reduced in thickness n�ore than three-eigl�ts (?S) of an inch in any p:irt.
(f) Aave a foundation free from such cz:�cks or defects as �vill cause �lisintegration or setting of ihe pavement or
impair its usefulness as a road�vay, .
Sheet 10-E.
�
�
S��Ci�`ICA'T'��1�15 �i�R POai`�'1LA1oiI� CEI°di�I�1'�' COP�dCIZE'Y'E PAV�P�1�
1. MATERIAL
1. GEMENT—
The Gement sha11 meet the requirements of tbe Siand�rct Specifications for 1 ortland Cement adopted by the American
Society for Testing NIaterials un�ler its last approved specifications, �vith all subseguent amendments and additions thereto
�i*hich may Ue adopted by said Societ�.
2. FINE AGGREGATE—
: Fine aggiegate shall consist of natui•a1' sand or screeniags from crusl;ed rock, the partiales of �vhich are tough, hard
aitd duraUle. �Yhen dry theSY shall be uniformly �a.ded and aPl. of the produce shall pass a screen having fonr meshes 'per
linear inch. The grading shall Le such that not inore than 2a per cent shall pass a screen having 50 meshes per linear inch
and noE niore than 5 per cent shal't P�ss a sieve having 100 meshes per linear ineh. Fine aggregate shall not contain organic
oi� nthei- deleterious matter, nor m4re than 5 Z�er cent of clay br lo1m, and for determining organic and other deleterious
matter the coloi�metric test sh111 be-upplied.
Fine aggreoate sliall be of sueh quality that mortar composed of one pari portland cement and three psrts fine aggre-
gaie by �vc;�ht, ��l�en inade iuto Uriquettes shall sho�v a tensile strength at 7 and 28 da3�s, �1t least ec�ua4 to the strength of
briquettes composed of one pai•t of ihe same cement and three p�rts Standard Otta�va Sand by �veight. The percentage of
r:ater used in m1l:ing the briquettes of cement sitd fine aggreaate shall be sucli as to produce a mortar of the same consist-
ency 1s tliai of the Otta�va-sana Uriquettes of standard consistency. In other respects, all tests shall be made in acaordance
�vitli the prevai:ing report of Conmiittee on Uniform Tests of Cenient of the�,American Society of Civil �ngineers.
3. CQAP.SE AGGREGATE—
Coaz•se aagregate shall consist of clean, harcl duiaUle and uniform citished rock, gravel or peUbles in, braded sizes, free
fro�n t�egetable or oihcr cle:eterious maiter and con'taining no soft, ffat or elon�ated particles.
Tfie size af tlze coarse aggre�ate shall be sucii as to pRss a 23;�-incli round opening, ancl shall range from 2?!� inches
ti���'n, not more ihau 6 per cent passing a 1�:�-inch round opening, :ind �vith no intermediate sizes removed.
4. WATER—
Sume shaPi Ue clean, free from oal, aeid, nikali, or�anic matter and other deleterious substances.
2. PROPORTIQNS
5. All px•opoi•tions of cement, fine aggregate �ind co .rse aggregate sliall Ue deter�vined on tlie Uasis of scrcen ana-
I���is �vith a vie�v �o oUtaininb 2 inufoi•m clensity for the resu"ting concreie.
G. The nroporEions «'il1 Ue in the ratio of one P=�lt �f cetnent to not more than sil parts of otiier nggregate„ Lhe
csact i�roportions to be deteimined by screen tinalysis.
r. In n a case sh11] the vulume of ti�te ag'�reg�te be lee,s than one-ha•;f tlie volunie of kii� ,oa,�a2 aggret��2, nor sl�all
the prop�iti� as ol cement to fine aggreaate lie Ieaner than one to ttyo. A cuUic ��ard of concrete in place shatl contain not
less than sis bags of cement.
S. The amount of �vater to be used shall be such thht �clien the concrete is c}eposited ttae same tr-ili settle but not flo�v
3. FORMS
9. Stee1 forms shnll �e used, but as an alternitive, t�here steel iorms cannot be oUtained, �voodeu forms ma�f be used,
in 5=lhich c:�.,e they �shall Ue of such ditnensions ns �vi41 avoid �varping and springing out of i�lace.
10. SETTING—
The fQrmS sliall be �'eil staked or bther�vise held ia tlie �st��b;i�hed lines and grades.
11. All inortar and dirt shall Ue reinoved irom tlie forms. Precat��ion shull ue talcen to preveni leaks thru sicle forniS
thttt �tiould a`:lo�v the cement or inoriar ko be cari•ied �orit of the roarser �iggreg:it� along the e�1geS of the road�vay. The cott-
crete adjacent to tlte fornis shall`l�e �vorked to avqid porous c:,ncrete.
4, MEASURING MATERIALS AND MIXING CONCRETE
12. MLASURIIZG M�ATERIALS—
Tiie ttiethod of ineasuring the in�terials foi tlie concrete, ineliiding R•ater, sliali be one «•liich �r•i�:l insure separate an�l
unifarm propoz•tion; •of the material5 1t all iinie. A tiag of portlarnd eement (�J� 11�. ttet) shsll he cons=dered one caUic foot.
13. MIXIN�—
The ntaterizls shall be mixed in a btitch mixer �vith bat�h �veter and �vltei• mea�urin� device. The mi�inn vh:�ll co:±-
tiitue £or at le�t on: niimite Uefore an3- p::rt of the Uatcl� is tii�cl�araed f.�oiu the fli'um. Tlie drum sha'.1 Ue completely
einpfiied before receivinbr mlterials for successive batches.
14. RETEMFERiNG—
RetEmperin� of motar or Cqncrete ��•hich ht�s partially ha:�dened, thai i�, i•emixing «•ith �r �t'itliout lddititynai material�
or �ctcter, shaill not be permitted.
5. PLAC[NG CONCRETE
15. PLACd1�TG—
Itnmedaately grioi io p'acing tlie cancrete, th� sub-�racle shall he br�u�ht to an even sui•face, in aceoi•dance �l'iEh speci-
� cations �ind reconimenclation, af the Com�nittee on Fovndatiens. the sui:-grld� sha11 be tLoroly �vetted to prevent :tUsorp-
�ion of ��aier irom the concrete Uut shall sho��- no po�;s of �vater �chen concrete is laid.
"� After mixing tlie concrete shall he deposited' rapidly up �n the �ub-grade to the depth of � inches for the entire �vidtli
of the pa�=ement in succesaive baLtches 1nd in con';nuous opera�ion. The use of inte�r -diate forn�s or Uulkheads bet�vecti
joints �vi12 not be permitted,
In c�se o.f at brealcdo�cn, concrete shall lse mixeci by hind to complete ihese sectipns or zui intermediate transverse
joint placed at �he point uf stopping work, pro<<ided tliat no sl:tbs shall be Iees than 15 feet in length.
Sheet 14-A
�
i6. FINISHING—
The concrete, after being deposited in the lrea to �e paved, shzll ue shnveile�l into i�osition, Uringing the surface ap-
pioximately to �rade, after �vhich it �hall be finished �vitli a ltelvy screed cut accurateIy to �the Proposed shape oi the fin-
ished road�vay and shod «rith metal, Tliis screed shall be used �vitli a tamping movemenE to bring tlie r.oncrete to the pio-
per gra�le and work out aia• bubbles and any eacess tivater, care Ueing taken tp have a smail excess of concrete in front of
the screed 1t all times. Should spots of porous concrete apPear, suitable matei�ial st�ull be added and the surface rescreed-
ed. In case the paveinent is of suc:� widih as to mal�e impracticabte the use of the screed, the concrete may be placed by
' means of a lute or solid ralte, siakes bevi� set not •to exceed five feet anaz�E with �thei� tops at proper elevation.
�'� Aftei screeding or luting, �the suiface shall be further smoothed by the use of 1 metal roller �veighin� approximately 15
'�-` pouuds per linear foot of �viclth and from 8 io 12 inches in diameter by � feet tvide �vorked across the road�vay, and the
stn•face finished by �iia�ving a ruUber garden hose or a rul.�Uer belt along the surface �v�hile still �vet. Shoul�l a mechanical
finisher be used, care must be taken to keep tiie mixture sufiiciently dry.
The finis}ied sur£ace of tl�e pavement shall in no case vary niore tl:an ?� inch froin the specified con.our.
Sp',it floats shall be used 1t the joints.
6. PROTECTION
17. CUP.ING AND PROTECTION—
Elcepting as heieinafter specified, the su.iace of the P^vement shall be sprayed �oith ��rater as soon as the concrete i�
sufficientiy liardened io plevent pitting, and shall t�e Iccpt tir,et until 1n e4rth or othez appioved covering is placed, As soon
as it can be doue �vithout damagmg the concrete, the surface of the pavement sl�ali be covered �vith not Ic�s than 2 inches
of earth or other material appz•oved by the �ngineer, such as siratv, marsh �r1s�, hay, etc., which cover �shall be kept �vet
ior 1t lelst ten days. «'hen deemed neceaary, or advisable uy the �ngineer, Sreshl�r laid eoncrete sha11 Ue protectecl by
ranvass until such covering can Ue placed. ��hen tiie pavement is levei enougli io Permit it, curing may Ue done by pond-
in�,
L;nder the most favoraule .:onditions foi hardenin� in liot �veather, the pa�*ement shall be closed to traffic for �t least
fourteen ciaars atid in cool �r•eaiher for an additional time, to ue determined Uy the �ngineer.
The Gontractor sh111 erect and maintain suitaUle barriers to protect the concrete fi•om all traffi^: and any plrt of tlie
pa��ement dantaged froni traffic qr other cattses occuring pi`ior to its afficinl' acceptance shall Ue repaired nr ieplaced by •
ihe Contractoi at his espeuse, in a inanner satisfactory to th� �ngineer. Befoi•e tlie pa��ement is thro���n open to the krxffic
tlie coverin� chall tie removed and dispased of as rlirect�:d by ihe �ngineer.
18. TEh1PER.4TURE BELOW 35 DEGREES F.—
Concrete shaIl not be mixed nr deposited when the temperatura is belorv freezing. If at anv time during the prugi•ess
of the �voik the temperatux•e is, or in tlie opin:on of the �n;rtieer «ill �vitliin 24 hours drog to 35 de�rees F., the ��*atei and
ag�regates shalY Ue hezted au�l Precautions talcen to protieci tlze tivork frQm fieczing for at least ten days. In no case shall
the concrete be deposited upon a frozen suU-grade. '
Sheet 14-B
� . .. i . . � � . � . . �
*�: . .. �. . � . . . .
SPECIF�CA'I`IONS FOR STORM SEV6�ERS
VITRI:IED SEWER PiPE
1. QUA�ITY—
Se�ver pipe shall 6e of the best quality of standard hard buxned, salt-glazed, vitrified clay or shale pipe; sha11� be
free from blisters, cracics and pronounced 3aminations and must give a metallic i�ing when struck �vith a hammer. All pxpes
shali be socket pipes w;ith sockets true, cir�ular and concentric �vith the base of the pipe and the glane of the ends at
z3ght an�les to the axis of the pipe. The inner surface of the socket and the outer surface of the spigot end shall e�ther
ue scored by triangular shaped or semi-circular rings about one-eighth inch deep, or nn�lazed for a distance equal to t��ro
third� (2j3) of the depth of the socl{et,
2_ SIZE AND DINiENSIONS —
Pipes shall be furniShed of the sizes, internai diameter and with the n�ininmm dimensions given in the following table:
Double Strength
Size Thickneas Depth of Bell
& ,Ys 2
8 g/+ 2,'/�
.10 �i's 21/z
18 1 2 �
15 YlI} 2�.
18 1'� 3
21 1 �i'+ g
24 2 g
27 2i/} 33z
30 2�
33 2�1's 4�
3G 2?'+ ¢
_ __—
Double stren�th pipe shall be used for all pipe.
3. There shall not be more than 3 per cent variation in inside diniiteter and tl�e e�cess of the longest diameter ovcr
the shortest shall not esceed 3 ger cent. No pipe shall� deuinte ntore than ?!�, incli from, a straiglit line in its length, and the
ends shall be at right angles to itrs axis,
tiAll pipe shall Ue inspeeted: before laying and all rejected pipe tivill lie immediatey remove�l by the Gontractoi•.
4. SPEGIALS—
All �special shapPs sh�Il have a plain spigot end aiid a socket en�l corresponding in �ii iespects lvitli the dimensions ancl
specifications for pip�; of eorresponding internal diameter. Slants shail have their spigot ends cut at an angle of lpproki-
mately fort3�-five (45) degrees «rith tlie longitudinal axis. Curves shall be 1t angles of nixiety (9A), forty-five (45}, and
t�venty-t�vo and one-half (22� ) degrees as required and shall conform sabstantially to curvatui•e specified. Brat�ches
shall Ue furnishecl «-ith the connection or connections of the size or sizes specified, �seeurely and compleiely fastei.ed bv
fusion in the process of vitxification to the Uarrel of the Pi�e and shall terminate iit sockets. "Y" branches shall have tlieir
aa-is approximatelp forty-five (45) degiees from the longitudilxal a�is of tUe pipe ancl "T" Uranches sh111 be perpendicular
� t0 tlllt RX15. � � . .. . �
5. INSPECTION—
Pipe shall Ue subject to inspection either nt the factory trench or �oini of delivery. The pm•pose of tl�is inspection ts
to cull and reject p�pe «�hich, independently of the phys:cal te�ts herein �pecified, fail tq compiy* �viih tl�e requiremenEs uf
tiiese specifications.
6. TESTS—
The tests for pipe shall include tlie follo�ving:
(1) Sand-bearing Crushing Tests.
(2) Ftydrosiatic Test.
(3) rlUsoiption Test.
r. Tests shalt be made iecording to the method� desaribed in tl�e current :Sepcifications of the -4merican Society for
Testing xllaterin's for Clay Se�ver Pipe, and sh�ill meet the requirements therein. Test; shail be made t��hene�*er tl�e Engi-
:reer elects. The Contr�etor shall furni;h �nd deliver free 111 p°pe used in tests.
CEh4ENT CONCRLTE'PIPE
8. QUALITY—
Cement concrete piPe shall be made of materials ineetiing the i•enuiY•ements of fliese specifications. Pipe shall be frne
from fractures, lurge or deep cracic$ and blisters, laminations and surface roughness. �ll pipe sha1P be socl:et pipe tvit3i
;ocl�ets true, circular and concentric �rith tl:e base pipe. Tlie �rushing load of the pipe p�r linear foot �vhen nPpiied as
±pecifiecl in Section 13 pf this article shall not Ue less tlian 1500 times the i:n[ernal dia�netei• of the pige in feet.
Sheet I5-A
■
s. SIZES AND DINIENSIONS—
Pipes shall be furnished of the sizes, internal diameter and with ihe :minimum dimensions given in the follo�ving table:
Internul Minimum width of Annular Depth of Minim:� r�
Diameter Space at mouth of SockeE Sockety Taper r.[ Thickness of Socket
f'� Inches Inches Inches Socket
_ .
,� x
' -+�'` .G 9�16 2i/a 1:20
S 11 1 G fL si'a 1:20
10 �'4 2� 1:2D The rthickness of hh�e socket �
1�2 �� 2� 1•20 �nch frqm its �outer �end shall �ot
15 a'� �L'Js 1:20 �be less tt�n the thickness of the
18 '3'� 3 1:20 b�arrel bf the pipe.
21 29 32 31/� 1;20
24 15�16 3'fz 1:20
10. The permissiule variation from the climensions given in the aUove table sUall not exceed those statecl in the fol-
lo«�ing table:
Limits of Permissible Variation in Inches.
Normal size Length, Inchea Depth of Socket
Inches per ft. Inches
6 ?�� �/.�,
8 '/� 1/�
10 ?!� i/�
12 '/.� '/.�
15 '/� i/�
18 1/.� }/.�
21 �/� ?4
24 � '/�
�i. SPECIALS—
All specials shall have a plain spigot end and a socket end corresponding in a11- i:espects with the dimensions and speci-
fications for pipes of the corresponding internal diameter. Slants sliall have their spigot ends cut at an anale of appros;-
niately forty-five {45) debrees �vith the longztudiinal axis. Guives shail be at angles of ninte�. (90), forEy-five (45) aud
t�venty-t�ro and one-half (221,$) degrees as required and shall conform substantially to cuivatune specified. Branches
sh111 be furnished �vith the connection or connections of the size or sizes specifred, securely 1nd c�mpletely fastened in the
process of manufacture to the barrel of the pipe, and �shall terminate in sockets. Y-branches shall have their lxis at an angie
of approximately forty-five (45) degree� �vith the7ongitudinaT a�:is of the pipe and T-branches shall be perpendicular to
that axis.
i2. INSPECTION—
411 PiPes shall be subject io impection either at the factory, krench o1 point of delivery. The purpose of this inspection
' is io cull and rejecE pipes, «�hieh, independent of the physical tests herein specified, fail to comply with the requirements
of these specifications. Pipes sha?1 be subject to rejection on account of the follo�ving:
{a) VaiiaEion in any dimension exceeding the permissible variations given in the above table.
(b) Fracture or cracks passing thru the shell or socl:et, except that a single crack at either end of a pipe not exceed-
ing t�vo (2) inches in len�tli or a single fracture in the socicet not exceecling tluee (3) incl�es in �:*idth nor ttvo (2) inches
in length will not be deemed cause for rejection unless these defeets elist in more than five (5) per cen$ of the entire ship-
ment or delivery.
{c) Blisters �vliere the surface is Uroken or �vhich proj �et more than one-eighth { I,� ) incli above the suLface.
(d) Defects which indicl�e inperfect mixing, moldittg or curin�.
(e) Cracl:s sufficient to in�pair the strength, durability or seiv�ceability of the pipe.
(f) Variat�on of more than one-eigthth (','s) inch per linear foot in alinement ot a pipe inicnded to be straight.
;g� Failure to giue a clean ringing sound ���hen placed on end 1nd dry tapped ��•ith a light hammer.
(h) Iiisecure atindiment oi branches or spurs.
13. TESTS--
Tlie te:i.s for pipe shall include the follo�vin�:
(I) Sand-bearin� Crushing Test.
(2) I�ydrostntic Test.
(3) Absorption Test.
Tests shall be made according to the methods deseribed in the current Standard Specifications of the American Socie�v
for Testing Materials for Cement Concrete Pipe, and shail meet the requirer..ents therem, Tesis shali Ue 2nade tvhenever
the �ngineer elects. The Contractor shall furnish and �leliver free all pipe use�l in tesEs.
REINFORCED CONCRETE PIPE
14. SIZE AND SHAPE—
Eteinforced concrete pipe shall be inade circular in ci�;; section and made in sizes from twenty-four (24) iirches tr>
ninety-six (�J6) inches inside diameter. OPposite diameteis shsll be true �5�ith a permissible variltion of not more than
Sheet 15-E
>�.,
.
r .
��
. � .,,w,. .`
}
�,
three-fourths ( 3� ) of one (1) per cent. They sha11 he in sections not less than th�•ee (3; feet in length and ends so formed
that �`�hen laid together and cemented they shnll make a continuous and unlform line of pipe.
15. MATERIALS—
Pipe shall Ue made of materials rueeting the requirements for tlze diffeient classes of materials used as prescribed in
these specifications.
16. FORMS—
rlll pipes sha11� be made in forms cor.�posed of sheet steel cores anci casings, and cast iron Uottom and top rings �v'i�ich
form tlre joint. The form:s shall be z-igidly held ,togetlier and the core and casing so placed as to insure a uniform �vall
thickness, and the cost �hereof shall be induded in the unit priees bid.
17_ AIR CURING—
The top rings, cores and cnsings shall not be removed from the pipe until the concrete has �btnined its final sct. Pipe
shall not be lifted fiom the bo5tom i•ings until the concrete is from si�ty (60) to 5eventy-t�vo (72) houis old. After the
cores �nd casings have been removet� from the pipe, they sha;l be kept constantly and thoroly «�e�ted by sprinkling �c�tlt
water at lelst three (3} times a day until they are removed fiom the bases and yarded. Afiei being placed in the yard the
pipe shall be sprinkled thoroly at least three (3) times a da,y nntil they are six (G) days olcl. lAir-cured pipe are not to be
laitl until at least fourteen (14) days o1d. The cost of this shall be ineluded in the unit prices bid.
18. STEAM CURIN�—
Pipe may be cured by 'the use of �vet stean� in the follotving manner: After the pipes have been cast they shall be cov-
ered R�itli canvas or other material kno«m as steaming jackets and �vet steam Ue turned into these jac]cets for one (1) day
after c�:sting. Then the casings and cores may be aemoved and steam �gain agplied in the same manner for one (1) day.
After this has been done khe pipes ma�� be removed from tl:e bases and 3'1ided, no other curing being necessary. Steam-
cui•ed pipes mn5+ be Inid �v�hen they are sia (G) days old. Ttie cost of this shall be included in the unit prices bid.
19. SAMPLES FOR TESTING—
An,y or ail of the folloiving Cests may be applied to samplEs selected by the �n�ineer from the pige delivered on thz
:vorlc. For the Purpose of maldng ,uch tests ihe Contractor s2�all furni�h and deliver free nher, directe3 Uy the Engineer
such l�ipe ns may be neceasary to determine its qualitg.
20. CRUSiiING TESTS—
ZVhen supported nt the boitom upon a knife Edge one (1) inch in tvidth, in such nianner that an even bearing is pr�-
vided thruout the wkole length, exclusive of the bell, and luad is aipPlied at the cro�vn uniformly thru a simil�r knife edge,
tl�e �=nrious sizes of pipe shall �vithstan�, �vithout failure, th� loads sho�vn in the fqllo�vinp taUle:
Diameter� Inches I Load, Pounds per Linear Foot ..
2� 2149
27 236�J
30 2583
33 2&30
3� 30$0
39 3300
42 I 3521
21. �Vhen suppoi•ted on 3 sand sailctle �Fhich extends tite full length of the pilae, exclu.:ive of tlie bell, and �vhose
uppei•surface fits lccurate3y Ehe outer cui•ve surfacE of tlie pipe, and t��liose �vidth is ec�ual to an arc of fifteen C15) degrees,
in such <� manner that an even Uearing is ;�i•ovi�led tliruout the ���hole length, and the load is applied at the crown uni-
forml,y thi2i a knife ed�e one (1) inch in svidth, the vurious sizes of pipe �rith diameteis �reater than forty-tt�o (42) inches.
sh111 «ithstand the follo�ving lolds:
Diameter; Inches
�3
54
60
GG
r2
78
84
90
9G
Load, Pounds per Linear Foot
3800
�400
5000
5500
G000
G500
7000
75Q0
8000
��
22. ABSORPTION TESTS—
The specimEns for aUsorption test shnli ue sound pieces ���ith nll ect�es broken an� niay be from pipes btoken in the
�4�ushing test. One specimer sh�ill be taken from each pipe i��•ol��n in the crushing iest oz i.t ma�* Ue taken from otlier l�ipe,.
'�.,,,�,. They shall be from ttivelve (12) to t�venty (20) sqnaie inclies in aren and l�all be as tielrly square as they catt Ue reaclily '
prepared. They shall be free from observable cracks, fissures, la�ninations or shaEtered edges. The specimens afEer Uein�
thorois* dried and then immersecl in aistilled, Uoiling tivater f�r five (5) hours shall not absorb more than t�velve (12) per
cent of iheir �r•ei�lit of �vAter.
Sheet 15-C
STEEL REINFORCEMENT
23'. IVIATERIAL.—
�All steel reinforcement shall consist of cold-drawn steel-wire fabric having an elastic limit of not less than fifty-fivc
tliousand (55,000) nounds per square ineh, or of expanded metal having an elastic limit of not less than fifty-fi�:e thousand
(55,000) pounds per square inch and expanded cold from sheets; or of reinforcing bars.
24. BARS—
�t " Sieel Y,ars for reinforeing shall coiiform to the current specifications of the Amarican Society for Testing :�Taterials
� p `for (a) Billet Steel or (b) Itail Steel, escept that raii steel bars may be used in �sizes of one (1) inch and nnder an13; and
:toG-t«R�ted bars �vill not Ue permitted.
«�`
25'_ WEIGHTS—
Dimensions o£ bar� given on plans are based on square �ections. The area and �v,eight of Uars shall not be less thaa
niuety-five (�J5) per cen� of the values foi square bars as indicated.
CASTINGS
26, QUALITY—
All casting-s for manhole hea�s, covers and other purposes mu�st be of tou�h gray iron free from cracks, holes, sK'ells
^•nd cold �huts. The qnalit5• sha11 Ue �uch that a blo�v from a hammer �eill produce an indentation on a rectangular edge of
ihe casting «ithaut flalc4ng the metal, and the epst o# castings shall l�e included in unit prices 6id.
" 27. WORKMANSHIP—
r:ll castin�s sl�all be ntade accvrate�y to dimensions to be furnished and shall be planed where marked or whe��
other�vi�e neces;ai•y to secure perfectly fiat and true surfaces. Allo�vance shall be made in the patterns so that Che thicli•
ness shall not be reduced.
28. No plugging, tiurning in or filling �vill be ulio«�ed. Covers must fit the frames in any �osition. All castings shall
be carefully coated, both inside and out, tv!ith asphalt or co2l-tar pitch varnish. The varnish shall be made from a good
quality of coal tar, �vith sufficient oil addecl to make a smoath coating, tough and tenacious �vhen cold, and not UrittTe nor
n�ith 1ny tendency �u �cnle off� anal Ehe cost shall be included in unit prices bid;
29. e}UALITY— WROUGHT flRON
Ali �r•rought iron to be used on ihe �vork sliall be of th� class knotm as "Merchant Iron, Gra�ie A," and ntust be free
fi•om cinder spots, iiijurious f3ai4s, buekles, ulist�rs or crlcks. «Trought iron shall be inade by the puddling process, or
rollad fr�m fagots or piles made from �r�ought•iron scrap tlone or �vith muck bar added. All iron s]ia11 have a minimuin
tehsilr_� stren�th af fifty �housand (50,000) pounc3s per �qnarn inch, and elastic limit of at least t�venty-five thousanri
(25,300j �;ounds per �quare inch. � specimen cut from �iie iron, t��hen niciced on one side and bent blcic thru an. ang]e oi
��ae hi�ndred ei�;hty i384, dA�rees �hall show a long, clean siii:y fiber, �ree from slag, dirt, or cosrse cr5�talline spots; au�l
fhe cost �f this niaterial shall be iaeluded in unit prices bid.
30_ FINISHIl\G PAINTIIJG—
SViought iron before leaving the factory sliall be thoroly cleaned and dipped in a prepaiation of asphalt or coal ta2•
�tnd qil as describecl under Caatings, and the cast shall be included in the unit prices bid.
31. -GRADE—
The grade as sho�ti7n on the profile is tllat of the inner sid'e of the invert and to �vhich the �vork nrust conform. A vari-
atioa of one-half (1� ) inch frcm this �vill be deemed sui�icient reason to cause �he tivork .to be rejectecl and rebuilt. The
�ngineer �vill set all stal�es for line�� and grades which the Ganti•actor must maintain and kesp uncovered, so that they c1n
be examined at �ny* time. The grade sliall Ue lcept uy line or i•anging rods as the �ngineer sha11 direct. Sucli ringing rocls,
pole;, lenels, straight ed�es, etc., as are required fur the �vork ��rilt be furnishe�l by tlie Contractor.
32. SHAPING TRENCH BOTTOM—
The Uottnin of the trench shall be shaped so as to conform as nearly as possible to the outside of the pipr, particular
care bein� taken to rece�.�s the bottom of tl�e irencli in such manner as to zelieve the Uell of all load.
33. LAXING—
�1ch pipe s1x111 6e Iaid to tlie lirte nn�l �racie given Uy ihe Engineer and in such a manner as to Sorin a close concentrir.
joint �vith the adjoitiin� pipe and prevent sutiden ofPsets of flow line. A71 pipes sha11 Ue laid �tdth the Ucl:s np.�ill, The
��U�firacl< must Ue l:ept free from �vater �vhile pipes are bzing laid. Join,ts shall be made in the ixianner specified in the
follo��>ing t«*o parasraphs.
34. CEMENT JOINTS— '
4 closelv i:��•i4ted heinp or o11.um �3�ket of such diameter as required to sunport tl�e spigot of the pipe at the proper
fla�v line grzde and make trnly concentriq joinEs, and in one piece of sufficient lengtli to pass araund the pipe anci lap at
tl;e top, shall Ue thnroly snturated in cenient n�ortar. Thi� nasl.et :�hall Ue laid iii the bell for th,^ lo�ver third of the. circum-
ference of tl�e joint a»d covered with niortar specifietl for pipe jointing. The spigot of the pipe shall then be inserted an1
carefully driven home. The encls of the garkeE 4ha11 tlien be tvrlpped �round the pipe and solidly rammed into the jointi
�cith a caticin� tool. The 1'emaind:er of the joint shait then be completely filled with mortar and beveled off to an an�le pf
forty-fi��e (45) degrees �riEh th�? outsidp ot the pip2. If necessaiy to prevent slipping or other injury nf mortar, tlie joint
sIiall bc nzappeci t�•ith unbleached cotton clo.tli, securely $icd. On small pipes a s�vab or go-devil shall be di•atkn thru to •
remb�-e an'v excess of mortar from i,iside o� llie jo:n�. On i:ip;;s 24 inches br larger in diameter the joinhs sha:l bc pointed
�cnd smoothed from the ins�de:
35. Plain niortzr ,ioints shall Ue ma�lc ^s follow�c Before a pi�e is laid, the lo�ver halr of the bel� of the precedins
P=Pe sLall be pla::tered on tlie inside �<<itl: stit� mortei^ o[ sutiicient thicl:ness to Uring the inner Uottoms of the abuttin�
Pipss fiush ancl even. Aiter the pipe is lai�3, ttie remuuider oL the be21 sliali Ue thoroly filled with similar mortar and th��
,io'nt triped inside and fin:shed to a. srnoath be�=el out=itic; thi� t3�pe of joint to Ue useci only on �Vritten permission from tlie
Engineer.
36. HOT POIJRED JOINTS—
Jaiiits shall be cai•e�ull,y centerecl and call�ed nith a strsnd of driecl oakum. A suitable runner then shall be placed and
the compound, lieated to a temp�rature of apprn��mat2ly faur huncired (40D) degrees F., shall be poured inio ii in such
gtiee£ I5-I3
r�rrc.
,, . �• .� �
�
?�
,
��
a mnnnet• that the annular space shall be completely fille�l. \'Vhen bituminous joinEs are used it �vill be pernrissible to make
alternate joints before lo�vering pipe into trenches.
37. When �vorl, ;� a��o�.t�nu�a, the eud of the pipe shall be carefully closed to prevent earth or other suUstance
from entering.
3?. In no cAse shall water be allq�ve�l to ri�se in or about the pipe Uefore the moitar of the joint has been �thoroly
set. :�To t�'a�king on or �varking over the PiP�s afte_• they are laid, except as mag be neceSsary in tamping earth and x:efill-
ing, ����1 be permitted until, they are covered to a depth of oae (1) foot.
39. CLEANING—
The interior of the se�eer shall, as the «ork pro�resse�, be cleared of all dirt, cement and superfluous materials o` eveiy
description. On sm�ll sewers, �vhere cleaning after laying rray be difficult, a�swaU or drag shall be l�ept in the pipe �ine and
pull�e�i for�vard past each joint immediately after its compieEion.
40. $ACKFILLING— '
Belore the usual backfiilling is commenced, fine earth shall be tamped around and aUove the pipe to a der�h of one (i)
foot above the extrados. I�To �valkin� over the pipe �vill be al:oa�ed until �one (1} foot of back-fill is complet��. C1re shall
l�e taken to prevent 1ny distubance to the pipe or damage to ne�v13* wade joints.
4L JUNGTIONS—
T- or Y- Junctions shall be installed at the places sho�vn on plans or desi�nated by the Engineer, and �vhen not to
be immediately used sliall be closed tivith earthen�vare coveis l�eld liohtly iix piace by �nortar. tJnless atherwise ordereit these
hranchcs tshall Ue laid so that the tap is at an an€ta pf tl�irty (30) dearees aUove the horizontal, A?o branch l�ipe shall be
covei•ed until the Engineer has recordEd its location
42. MEASUREMENT AND PAYMENT—
Pipe setvei•s �3>ill be paid for Uy the linear fnnt nt ihe price Uicl fnr completsd se�ver. Tlie length of the particular si�e
to be pail fur shall be the measured length of that size l�id. Tliis price shall be fu11 paSment for pipe se��Ter� complete,
inclu�iing all materi<31s and labor.
MANHOLES AND INLETS
1. MATER[ALS—
i�Iaiilioles and inlets may �e built qf either concret�� or i�ricl. m�onry.
2. CONCRETE—
Concrete manhales ancl inlets are to be constructed of �las; A Conerete; usiug ti�ht smooih forms, .1nd shall be of ilie
:<une quality of �torl.manship and materials z�, specii�.ed under Concx•ete and Concrete Setvers.
3. BRICK—
Brick minholes and inl^ts shall be Uuitt bf hnrd 6urned bricl: of the quality l:na�vn Co the trade as Hard Burned Gom-
mon Brick or No. 2 Pavers. �very fifth course of brick shnll be laid �s siretchers, the remaxn�ler Ueing 11id ns headers.
�very brick shall hase full mnrtar joinis on the bottom and sides, �vhich sh111 be formed at one operation by placing suffici-
cut martnr on the Ued and forcing the brick into it. Iit�i7zont1l joints sh.tll not exceed three-eighths (�'s ) inch and the vei•- °
tical joints on the inside of ihe manIiole shall not eleeed one-foui•th (?:i) ineh. Joints an the inside face are to Ue carefull�:
rubbed �ull and struck as the niauhole is built up.
4: Aiter eaeh manhole is completed the invert shall Ue formed of Uriek lvith 111 voids filleci ���ith mortar, or Class A
concrete shall be used to form the side slopes from the channels m1l;ing the innin invert. In these side siopes all inverts for
branch lines �hall be neatly formed as sho�vn on dratvings, �nd to drain all �vater into the ouE[et. Iniet Uoitoms shall be
fo_•ined in like mann�. so as to Ue self draining. The standarcl manh�le i� f�ur (4) feet i�t diaineter at the invert, dra�v7
doti�n tn a 24-indi cuver (22•inch clear opening) in the uppei 24 incheS of its depth.
5. All mantroles shall have a plaster coat one-half (?� ) incl� in thickness on the inside to nn elevltion of f�ur (�i)
ieet aUove the �;r1de of the highest se���er entering said �n�nhole, the otii�,iae to be completely plastered �t*itli portland
cement mortar one-fouith (�;i ) inch thick.
6. STEPS—
Duriug tl�e cunstruction of eacli manhole, steps of �vro�ghG ii•on ox• clsi iron shall Ue set iu plaee on the in�ide of tlie
iailnho?e, Uet;inning ttivo (2) Seet abo�*e the botton� and placed uoi more i:han eighteen (18) inthes apart. Th^se steps are
to be of a desig�ti apprqved by the �ngineei-. T11ey shall Ue firmTy Uuiit in the ��ult, allo«'in� theui to i�rnject three and oiie-
hali (3 �z ) inches from the in5ide of ihe innnhole.
7. FRAMfiS AND COVERS—
Z�'hen 'the manhole or inlet masonry is cppleted, frame5 or coaers of tlte tlimensions aucl maiex•ia2s as shotivu on the
l�laiis are t� be sei in place to ilie line and grade given by thc T�ngineei•. All tops ai�cl cocers sllall be coated �vitli coaT-Lat•
e�irnish or u;ack asphalt paint.
8_ PAY MENT—
\Zar:lioles and inleta �vill be paid for at tl�e pLices bid �o:�i�lete. Such price slr:�il be full pa�rtnent for structure co�•,i-
��IetC iix alace, including a31 materi�is, castings and IaUor.
Shcet 1S-E
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SPECIFICATIOIdiS FOR SIDE�WALKS
All side�valks are to be built of the best quality of Portland Cement, clean shnrp sand and crushed Floirida flint, Ojus
rock, or their equivalent.
LINE$ AND LEVELS
All lines and levels are to be given bp Ehe Ciiy Engineer and must be strictly adhered to.
DIMENSIONS
All side«�niks are to be 5 feet ��ide and 3?z inches thick composed of 3 inches of' concrete and 'i�i inch of cement finish.
CbMPOSITION AND FiNISH
Tlie Uase is to be made of concrete having a composition of one part of cement and two and one-I�alf parts of sand
and fi<<e parts of rock. Tlie finish is to have one part of centent and tR�o parts of sand. All measurements by volume.
The top finish is to be put on not later than one hour after the concrete base is fnrmed and is to be finisited �vith a
- cork float to smooth e��en suface. The edges are to be rounded «�ith an edging trowel and the surface is to be divided i»to
5 foot squares by gronves at least •� inch deep and having rounded edgea.
«'here tiees are «ithin the boundr3T lines of the side�valk, Ehere shall be left an open space of 4 inches bet�veen the
tree and the tivalk, and thlt portion of the wa7k abutting this open space shalt be divided by deep grooves into Ulocks 6
inches �vide and G inches long.
DRIVEWAYS
�Phere drive�r•ays are necessary the side�valks shall Ue built �«th fi inches of concrete base, �i inch of cement surfaee
und shall nat be bonded to the rest of the sidewalk but shall be separated there-from by means of joints anti grooves. Other
specifications to be the same as above. _
VOhere necessary or advisable to construct sideti��ulks and drive«�ays in n mAnnei� o'ther than thlt specified above, the
tivork shall be done accqrdin� to special specifications furnished by the City ➢ianager.
DRIVEWAY APPROACHES
This includes that portion of the drire«<ay bettiveen the �treet cnrbing and the outer edge of the side�valk. ,Single ap-
proaches shall be S feei ��hde and shall be made �vith a base af G inches thick �vith � inch of concrete surfface and shall cor-
x•espond in composition and finish to that of the side�valk as .��en above. Tlie surface of the drive�vay shall be flush �vith the
�pavement at the lo�vest point of the gutter and Ue finished �lush t�rith the outer edge of the side�valk. Theie shall be a
p�akireg' on each side of the driveway equal iz �vidth, and dep�h belo��� the gi•ound level, to the street curbing• and the toi�
!surface shall be finished in a straight line from tl�e level of the top of the street curbing Eo the outer edge of the side�valk.
The drive�vay curbing shall be connected tu the st�teet curUing by means of a�JO degree curve �vith a radius of not le3s
than 5 feet.
CURING
As soon as possiUle after the surface is tro�veled, the entire surface of all sicle�vall:s, dxive���ays ancl ap��ronches sl��ii
be covered ���it11 ���et sand to a depth of ?s inch, and this snnd shall Ue kept «•et for a period of at le:ist two da,ys.
SUPERINTENISENT
r�ll �vork shall Ue done under tlte supervision aind to the sltisfaction of the Gity 1Sana�cr or liis representltive.
Sheet 16-A
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' _ 1�:ave�. �a� I;1�� I�aore, secanded by Tar ��a1.l.aee and c�-rried
Lha� tne �oreGp�ng plans ans spec�.fications �or pa�in� be
accep�ed.
�„�, I�;r ,��11ace introduced t�.e ial�l�cring resolution;
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�. ���CI�iT��ON �OP���G ���� '��R� A�TD F��NG �H� �E�giZS ��EQ�
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t�SE£�E�S, �T � e� ec�� an dui�t �nd Zega:Z3.� �alled. and held
�.n ths �i�p o£ Cle��raa�e?°y F3;or?.ci�., o� the 23d da� of Septer�be�, Ao:ll.
I92�, a srr�,jorit� of �ha q,u.a�3�ie�. e�.ec�o�� €�i a�ia Ci��, u�ho ow�.ed
xea3 �state thersixf, vo��d �.n i'>iuor o� t�e �ss�nea a�f said bon.d� �a�
s�i�. ��.ty i�. the snount of Tv�ent� fc�ur ��onsand {�2�,40A.o0� Doll�r�R
�or �k�� purpose oi' �ro�cidix� #�,ds �o►° t�� pur�hase o� �h� noce�sary
3.�d and ��le ea��n�es af ti��c3.enirg �he b��S'�i 87.t�LA: fl� F'�e I333.'r$iOYY A'�@�.t2.@'
�om �'+ e�rela�dStree ��a �� Q iirs� alle� sa�zth o� Cle�reland St�ee�,
�1.oc� B, �ohia i�A �}��e� Su�divis�.��., �h.e�e i.s he:�sb� orde�ed ax�.d dirsc�Ged
�o be i;3ss�ze �: ��rent�—fou�° ( 24 )�tego�aabl.e c�ou.pa?� bond.s oi sa3a: C i�y,�
to �e a��.���ed ir aqn one (1) �a �wen$�—%tz� ( 24 ), beth numbers zn.clu�i�re ,
in the aggrega�s �aounic b� �24,OO�oaO, s�i:c� �ronas to �s kno��n ar�d.
c�esig�a� ed �s Streat improvement �3orzas, €�nd �halZ %e in ��� �.e�.�ia��ic�z�
o£ ��., Ot30.00 8aehe g22d sht31� be d8:f,ed 1',h.� lst d;�� o� 4c�c�b8�, $�. D, ,'� 924,,
�.d sh�all b�came due and p�p��i�� thir��r �tea�s �rom �hei:� dat� �v���.out
4�uion �f prio� ��a�me�t; ��n:c? sl�ll b�ar �..nter�st at �iae ra�e o� 5�
;�er a��x interes � payabl� semi-2,32nual.l�r, on. -L-he lst c3,a� a� Q�'�ober
anc� +he ls� day o� A�ri 3., oi e�ch �reas � Eaah i�teres� ar�st�Ilme�
s�,11 be evic��n.ced bp a proper Qo�po� ��t�,��sd i o each o�f �a�:d ba:�d�;
'baf:h �-ri�cap�l �n�. interes� sh�ll h� pa�a�rle in go1c� coi.�. o�' the Ur.tited
Sta�es o� _.�F:�e�iea Qf cu-rren.� v�eigh� and �'a:r�.e�a.ess, � 3�s eqta:ivalent,
�,� �he ��echanic� �r �e'��3� 1tT�'�iona�. ���, � the Git� o� �� �"0��,5��`��
t��' �Te� 'Yo���.
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c'�m'�io� �re��a�ic�a�e shall he e�e�u�eci b�r �he C�,erk t�#' the �ircv.i�
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�ha17: be dspasited anr� i�:ves�ed a� ��°avi.c�ed b� �;hr� �;�is�ter o� said. "
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oi sa�.d Gi-��r, to b��o�J �ze1�a. ��a:� as m�;� �e �.��es,�ar�r �� pay the �amef
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SE�TIt?N '�TI: �ha� any inaarmaZi��, 3.��egzz..'larit�, n.6�leat
o� ou�nis�io� ��he p�a�eedings o� a�° b�7 �he �3:t� Co�nis�ion, o� a�
o��e� per�oz2, ox• .� pra�eed�.�.gs rela�ing to �Ghe issuan.ee o� t�iss�
"band.�, cr ths levy �r�i. ooilee�ion o� th� �a� herein �zu�hs�r�zed thst
mag or shall e�a.s�t shall in, no �=�ise a.mpa�, 3�v��.%da�e ar a�ua.�il, ��e
sas.d b�nds or '�he in�ew est �oupons thereo�..
SECTI�I� V'I�, i�.at alZ Cl�ea�n�na��9 resa�Iuti,o��, o:�d�r�
o� other p:�oaeeciirigs h�re�o�ora gasserl by -��e Ci�� �ommission �Gh�,-i; are
�x�consi.s�en'� or at ��A�"].£�g10E b43.`� �.'Cl�.� Y@S+Da.ti'�; �ts� 2X'8 �',d t,hH 8S�8Yi� o�
sueh incansis�encq ammended and s.p,pealed.
3E�TIOF� �7I�i. .*�ihis �esolutian. s�all, be i� �uII �ar�e
and e��ect ��om �the date nT 3.�� pass�ge sr�3 a�t�� t�i� �.�sua�.ee ai ��id
bonc�s, sha1Z be i-rre4oc�ble.
Passed b�r th� ��.t� �or+�n.is»a.o�. e�� the Cit� o� �Ze��cfate�,
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