HomeMy WebLinkAbout _ 4.11(c)--Accept BN No. 5402 Replace AC Surfacing 2023 Project � � �' � � �
� � � ' � �' � � ' � ` CITY OF REDDING
REPORT TO THE CITY COUNCIL
MEETING DATE: Apri12,2024 FROM: Michael Webb, Public Works
ITEIVI NO. 4.11(c) Director
***APPROVED BY***
�
�c a� � �bEi� 'c�r�Cs I7�reetcsr 3f2Ii2t}`?� r5' �p�i��,C�i �r� �, �,f2:��'2{�?
mwebb@cityofredding.org btippin@cityofredding.org
SUBJECT: 4.11(c)--Accept Bid Negotiation No. 5402 Replace AC Surfacing 2023 Project
Recommendation
Accept Bid Negotiation No. 5402 (Job No. 2707), Replace Asphalt Concrete Surfacing 2023
Project, awarded to Tullis, Inc., as satisfactorily complete, with a final cost of$1,804,578.55.
Fiscal Impact
Streets Division funding in the amount of $2,100,000 was approved for this project for Fiscal
Year 2023-24. The total Replace Asphalt Concrete (AC) Surfacing 2023 Project (Project) costs,
including surveying, design, bidding, construction, field engineering, inspection, and contract
administration is $1,804,578.55.
Alte�native Action
The City Council (Council) may choose not to accept the project as satisfactorily complete and
provide staff alternative direction.
Backg�ound
As of February 2, 2024, Tu]]is, Inc. has eompleted all items of work on the Project which was
within the adjusted contract time frame following weather delays and additional work.
Subsequently, the Public Works Department filed a notice of completion with Shasta County.
The project warranty period expires one year from the completion date.
At its meeting on October 2, 2023, the Council awarded a construction contract to Tullis Inc. for
$1,498,756 and approved a $275,000 construction contingency fund. Also authorized was
$192,200 for contract administration and construction inspection fees and $66,000 for project
development costs. The City Manager was authorized to approve additional increases in either
the construction management or construction contingency amounts up to a total of$25,000. The
total authorized amount for the project was $2,056,956. Project development costs include
Report to Redding City Council March 21, ZOZ4
Re: 4.12(c)--Accept BN No. 5402 Replace AC Surfacing 2023 Project Page 2
engineering, environmental, and consultant services. During construction, there were two change
arders in the amount of$166,602.55, leaving a balance of$108,397.45 in the contingency fund.
The final project cost was $1,804,578.55.
The project involved removing and replacing approximately 118,000 cubic feet of asphalt
concrete in worn and deteriorated sections of Airport Road, South Bonnyview Road, Rancho
Road, Browning Street and Churn Creek Road as well as appropriate traffic control, striping, and
pavement markings as required.
Cost Summary
Awarded Amounts Actual Cost
Project Development Costs $66,000.00 $66,000.00
Construction Contract +
Contin enc $1,773,756.00
Construction Contract + � ����,� � ���� �
Contract Chan e Orders � $1,665,358.55
Contract Administration & �192,200.00 � ��� $73,220.00
Ins ection
Additional City Manager $25,000.00 $0.00
Authorit
Total $2,056,956.00 $1,804,578.55
Environmental Review
This action is not a project as defined by the California Environmental Quality Act (CEQA}. On
October 2, 2023, the Council determined that the Project is categorically exempt from review
under CEQA,pursuant to Section 15301(c) -Existing Facilities. No further action is required.
Council Prio�ity/City Manage� Goals
This agenda item is a routine operational item.
Attachments
^Location Map
Previous Staff Report
�
O
�
0 �
� � O �
�t�11 � � o Z
� �
zV � a J � � N Q
� � U ��-� � � � o �
z z—� = N
m C.� _ ,�JQ-F.PKWY �Z� /1 U o
� � � / � � h
V � Q J� a � Q
Qa �
GON.��4 z 1230dbIV (\ J
� � J
p �� � ,l ?J38V Z a
� V1SdHs a � W
°`� Z Z �
_ �� W � Y \�5
rn o v> � b01 n aa 3321� NbfiH� � °'�sd,e
� rn � w = � �y',
�. N O � � d�
� a
`P�sb u' cr� N23� Nal1N� \pF'
5
O � ����J � a t�'��
5 �
�� �Q � ,�, 1��3H�38 �
`t����� � � � � 22 O� v
�� ���-�,_ �� .l3llH� Z �
Q °� ,"o- Y 1—
�v° '���b� � � SR273 °��- � � Z
y
3� 0 �d' W �j �
c� N�'�Ny � �
� g PJ�,��J� � � � � o J a
� � � J�� � m
o � N 0 � � a � = Q
-�' � N 4 � ~ a
J�s�� � � � U �
v ` I.f.
\_ L�LI oN�,b>
� �-_ _ > o� 2�
z � � ` �
O �'� � .o
m -t�c r�_�P
�
GI �" Y � F
� � � ° � � � " � � CITY OF REDDING
REPORT TO THE CITY COUNCIL
MEETING DATE: October 2, 2023 FROM: Chuck Aukland,Public
TTEM NO. 4.11(g) Works Director
***APPROVED BY***
� A,��
i� t�� tra r � n.� � w�
,Si!t '��' y r i-. �,n. ,w��'
„t, �. f i<
— i 3 +��� .,�.>,n �'
ukl�n�l,H'ubl���t ,i� �`�L7�r��t �.�; r�,�(2112423 � r}r ippin,Ci �� �na � � �ll'�S/2423
�Jii {t �vi �
lii#t (��;� {} S1 } :
caukland@c►red,,, ;,'�a.as �� ,'�, btippin@cityofredding.org
SUBJECT: '',�Y����1(g)--Award Bid ��`��tiation No. 5402 (Job No. 2707) Replace Asphalt
�Concrete Sur�"�� 2023 Project '��tt,'�r��
,x '`�
S f� t
4 ttj t
tl
���#� �i f# .Gr t .a kt } t}S t
Re�orhmendafion j ,��y,���:�r t,t,,�,E�`��tt} r ,�,'l,{;"`���,x,�x���;�,',
��i4f.x.,,z> ti�� �'�t�(s�4{�tr�4'� � �tr4�£{�?
,i ;,1t
Authorize the fallowing action�y'=���tive to Bld I�`}�gotiation No: 5402 (Job No. 2707), Replace
Asphalt�Concrete Surfacing 20�„�'�t Jr�t=,���
�(1) Award�to�T�ullis, Inc,in��t'�amount of���,���8,756�j�0,�
�(2j Approve $�192,200 to co��'���5�e cos����;�7''� im������i`�and inspection fees;
��iStJ� t t �.IY�E S Y �.� (`,t f k 4 f t}
(3) Approve $66,000 for pro�ec�`�������'rent c�����%F,,,"�'r ' =''��1,�;�f�},
(4)� Approve $275,000 to�provide constructiq,����itingency����ling;
�(5) Authorize the� City Manager to appr���„`�dditional inc��ses m ��either� the construction
management or construction contin���`�`��mounts up t��'��ta1 ��$25,000;
(6)� Approve the�proj ect�design plan�����i���;�aons, an f ���ial p����t�ions;�anc1
(7) Find that the project is cat����ically� � `��������'��m re���x� under the California
� s s sz�}tt rt 4>`' �
Environmental Quality Act Guidelines, pui�s'�iant to 5����in� 15301�c) ���� Existing�
��rt��t� {
Facilities. x�, ,,� ,, r�ti;� �� �?,.
� , ,7 R� r�',� ;,it``�t.,,:��
j tlr+
'}�i{i � t �: � a
.. i1}4�i { �ttir�t itf,,.
FLSCRlI1�ZjJ6lC� 't'�i�����i��`�f �>
z;t �}E,i31�i� ���,�,,,,.
rcr' t31i S3 str j�,t
s�}����tifz }��,�tr�y1 �s
The Replace Asphalt Concrete Surfacing 2023 Projec`t�'��r���ded by the Streets Division and is
included� in the �approved Fiscal Year 2�023-24� Budgeti. Project cost coinponent�� are� estimated;
��and some� shifting �of the �funds� may be� necessary �to balance� the� project withi�t the� approved
�budget.
Cost Summav
� Item Estimated
�� Pro�ect Develo ment Costs $ 66,000.00
� Construction Contract+Contin ency $ 1,773,756.00
�� Contract Administration, Ins ection,Testin $ 192,200.00
�� Additional Cit Mana er Authorit $ 25,000.00
�� TotalPro'ect Costs $ 2,056,956.00
P�o'ectBud et $ 2,100,000.00
Report to Redding City Council September22,2023
Re: 4.11(g)--Award Bid Negotiation No. 5402 (Job No. 2707) ReplaceACSurfacing Z023
Project Page 2
AZternative Action
The City Council may choose not to award the project or provide alternate direction to staf£ If
the project does not move forward, the streets will continue to deteriorate and may require
roadway reconstructic�n.
BackgroundlAnalysis
This project involves removing and replacing approximately 120,000 cubic feet of asphalt
concrete in worn and deteriora�ed sections ot' Churn Creek Road, Browning Street, South
Bonnyview Road and Air���tf�2oad, including associated striping, pavement marking,pavement
markers, �nd�all oth�������������'��the�drawings and�as��equired�by the specifications.
,��y s� 47.;��,,:< ttl��� i t
�� � �� '
Attached is a t�,�`f��tion of the thre��,��r�s opened on September 21, 2023. The low bid in the
amount of $l�,i }�,�;756 was received��� T�ullis, Inc�., of Redding, California. The� �engineer's
�estimate� was�,`,�� 565,033. Total pro��;��1�development costs for this �project are �estimated to �be�
�$b6;000. Pro�j1���7 developm�nt costs� Ir���ude engineering; environmental, �and cons�ultant services
(design and c���uction support).
���
�� `��, , r ,7 1 �
Environmental R��'��`��ti`�, �,t, � ,<��j'� ��1�',;r,Y f,r tJ
, , ,4 ��,x�,t ��l t ,t
(�;i� i �7. ttt�t�,� � � �s
_.<<a 1r,� ,.. t z} � '���t
7�f�tiYr,xF '"�ift
Staff has determined that the p�;����t is categor����ly exempt from environmental review under
�the California�Enviro�mental �ity Act Guld���,�s;per Section�15301 �(c). Class 1 �exemptions�
�
�include the�operation, repair,m�,��;ten�nc�, or�;�����r alte�y���on�of existing�facilities,structures; or�
�equipment involving negligible c����,� ex����,���i of ���t,',$��,�roject wi11 extend the life of the�
g p , ,,� � ��� �`�nal v���������`��`����' p
existin avement but will not cre��t i� or result in ex ansion of use.
�The project has been reviewed for sensitive reS��`���s such as ���atened or endangered sp�ecies
�or their habitats; �sensitive vegetation commu������;�tribal lands�;�� trlbal cultural resources. The
project has no potential to�have a significa��4���'���on the env���,�nent �='r
�.4 J1, ;4 �� � � , t� s�tt
4 t, t
i � �.t ���� r i�ltitk'' � s .
�tS r C< s c 7r{.k }
�f ,� x� i ;cy�,�: y�Stti�i7�t���� �d i£�
�'Ol61ZCl�PJ^l01^1���'l��CIIZClg61^��70fllS , � r t'tlt� r i `i ;� tj'�tz�
t,�,aw<,, ����t �
4 �{
tc?'st� jl��t�
• This agenda item is a routine operational item. ' �J 11t st5,',':
, r, , tf �,,..
1�t(� fci �t�; it�„
}t't � r r� tii r c
a�t t �t }rt�ja��i t�'�At��<,r�
Attachments � �', ,}f�`{,�}l£�r�,
z,� �, � , ��,r
iq � F�
';�t �`�`�x;t��� ;��
�^Location Map� `' 'r�$����'''°'���� �
^Bid Tab
^Notice of Exemption
Plans
Specifications
O
PG'\��
O
QpM RD
�
5��� itt r t� � �fiitStt t � \
i � i �
-�FF. 1} ���t� �} cS�
�;t�':,f'f,,,t, � ��r�z 1�1 SR299E� /�.
� s �> ���zts �S� o �RQWN�N�7�ST
�`'` '�`3���� CHURN CREEK�RD�
'` �}ft� rz o
_` � �
y}l t:3�`t` � �y�3� �.
� � �
p�s' i.,< .�� s u� � � 2
tsi G � Q. �si#t�y`�'J,d �
t {SACRAMENTO R/�ER� �` i t� c t, �
�#f �'} � --`� �,y' OLD ALTURA r
�'jt �p
4
�'}�� SR299W
� '� QQ
�'t `' p�AC�Rt
� ��' i S VIKIN
s�i ,�
i ����t�,� xft�ttf�+rt'�� CYR��'��``�?� }� ,� .
f,yt t �}�1; �
!I#}�t {t(i.. Af( .
ni,,,`,u }., 'j � `�� `� ��Yt'RES
�istz�t�,.. yi
�G i 14!;� �{"�x
FGy�� jtt 4, y ` RTNE�L >-
��T jt,,{ , �,{,j{<f,, CHURN CREEK RD
(/,p�� 3� }t� J �1{ 1{ -------
`9 .. {�l w 1�tl�S F2` W
S Z
# � � � �t� > m
t��` m � ���' , � S�
t,;�}=i,} t 1 ,� pt i i..(j#
�t�,itii ,�1t ��t7�<� � �tt�t`'ti�rttx�� �
CITY OF ���,,ti��=,,,`�� �„ ��� f,> �,�;� t ��
REDD/NG '" 4l � '`r}� AIRPORT ROAD
�
�� V6 � i ��RANCHO i� � y�
���, s 4;�11i '� � t t
0 �1 j t � s� t7�� GP
�t��1�. f t}��${� F
i�t���7�� � w i�tyi��f���ti� 1 1 �
rtl j tf ��ls � � ` �j ls ,�
(Y�i�r � c� i ,� 7
s , { i s �
� s f s; � 3 '� }'° { t .
S BONNYVIEW RD � „"� �'� � ``` }`�� '��t�;,f '� �' �r �
K R s �t.��` 3, } ,t'$�� DDING
o �,.a,ri„z, ,tt s
��EPR �R �� KNic � N ,�,`��i' N(C I Pf�t�,
{r A I R P,����`,i�'''�j� �
2 tE{ i 5# r�.,
i �s31: #lyr�trt{ .}
�Q. � � tt� � #r� }r Stj��z{�r
��`` O FqS t'rttt� t'�; ti���
,�� � Q- �S+ � � , 45i� r�t...�
/
�Q �C�` pX rEi7 it £�t�atirt`�„}r�
JP�,�. 4 � �i,r,t:.
> DE----- RSCH RD
y
�Pee �� ��
�oF REoa� CITY OF REDDING REP�ACE AC SURFACING
� � _- � PROJECT 2023
PUBLIC WORKS
t� � ��� .Q DEPARTMENT
��,F��,� LOCATION MAP
BID TABULATION FOR:
Replace AC Surfacing 2023
Bid Schedule No.: 5402
ENGINEER'S EST Tullis Inc J.F. Shea Construction Inc
9/21/2023 U N IT U N IT U N IT
JTEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL
1 Water Pollution Control � ,r,,,, 1 $2,500.00 $2,500.00 $750.00 $750.00 $3,106.00 $3,106.00
2 Traffic Control , „,�Y�t,�� j �� ,,r '1�,�,�, $130,000.00 $130,000�00 $88,000.00 $88,000.00 $148,081,07 $148,081,07
3 Replace Asphalt Concrete Surfacing (3/4" PG ���,,;'�;;'"��F '�`��;���r� $9.00 $1,063,233.00 $8.00 $945,096.00 $9.89 $1,168,374.93
4 Asphalt Concrete Overlay(3/4" PG 64-10) ,j;��' „�,,,�t��" TON 15���"�� f,',`f�, $90.00 $139,050�00 $85.00 $131,325,00 $88.00 $135,960.00
5 Shoulder Backing �t,����"� LF 1610�;r!r,��, $2.00 $32,200.00 $3.00 $48,300.00 $1.40 $22,540.00
6 Traffic Loops ��,{„„�i"� EA 8� r�`,,' �� $2,500.00 $20,OOOAO $2,500.00 $20,000.00 $2,550.00 $20,400.00
7 Thermoplastic Traffic Stripe (6") � '���'' LF 6750��;`,,��'� $1.00 $67,500.00 $1.65 $111,375.00 $�1.65 $111,375.00
8 Thermoplastic Traffic Stripe (8") ,;�'��y� LF 7900 "��'�"`� $2.00 $15,800A0 $2.40 $18,960.00 $2.40 $18,960.00
9 Pavement Markings (Thermoplastic) �;z`�;��;, SF 5000 $8.00 $40,000.00 $15.00 $75,000.00 $15.00 $75,000.00
10 Pavement Marker �r,�'{�� ,,, EAr,.,�, 1650 $7.00 �$11�,550A0 $11_00 $18,150.00 $11.00 $18,150.00
11 Adjust Water Valve ��� �":,,t}� ,�,��, `# }�; 24.,,�„ �,�,, 1"}'�? ��'��00 $18,000.00 $850.00 $20,400.00 $1,476.00 $35,424.00
12 Adjust Manhole '����_��� ���'`���` �r�,�',.,� `"��� $1 ���,�0 $22,800A0 $1,000.00 $19�,000.00 $1,865.00 $35,435.00
13 Adjust Monument EA t��,r��� $1 20t���� $2,400.00 $1,200.00 $2,400.00 $1,732.00 $3,464.00
tf 4�t41i� ?�f t t`,�.
>sk ,,,1 t+.i�
( ��}; J�r
tt� �"
t{ 43 7{S1}�' " f ,y 4
y
t.i(.sv te ,.ti,t.i,? {.1d;�1{`'
�i�t,,,'� r� zr' <>r�,4;1 t7. �� tit��t� tk '�'t�,rJu�t�7;.,
��ti{t ��,�t<'�"` � 7k }�i'�>>�
„�.w,,.;r ;xr, t„'>�.,
s ���{ }t
� �Y t t' i,�7
TOTA��-CONTRACT ITEMS �,4�;�ti`y�t� $1,565,033������� $�1;498,756�.00 $1,796�,270:00�
�{t if 1?r�ttf i4x `�' 3
t�i�i i�ji£tt �t.} �; �1,.%i�t�� i ft�:,
� y'
t t�.�l t�.�t i� t,,.� {�t�� s
r �tt� . �b t z �} i Jtli 7 is'f:�i'"" >S 1 {j
ti�3� Izc}�t��g tf��St���rSt'��., a7 �l}
� t n�is�,.t t s r t���
�,�F�,4..�.:>� �t{J;,�
�st r
� �,
�;{ r ts�� ;r
) y x� {
r��� !� �.�} 3�t� tt�yt�t?rr:�.
s ��i
r' 1t t� s �' f�r„'�`
}�f i S.1}t t j �Itf„
a E�t t�{{ r�}rt�}r„��.
ft�tt£ j'i7 i tt# fi,.i � .
}i ;!
�tl.,.f„7i;,{�i�t:, {47(��'���
Shaded areas indicate correctians made in accordance with the Speciai Provisions. Page 1 of 2
BID TABULATION FOR:
Replace AC Surfacing 2023
Bid Schedule No.: 5402
S.T. Rhoades Construction
Inc AVERAGES
9/21/2023 U N IT U N IT
JTEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE
1 Water Pollution Control � �, 1 $800.00 $800.00 $1,552.00
2 Traffic Control ,„,��rt,�� j„�� �,r '����,f,� $180,000�00 $180,000,00 $138,693�69
3 Replace Asphalt Concrete Surfacing (3/4" PG ���,,;'�;�.;'�"��F '�`�����r� $11_63 $1,373,933.31 $9.84
4 Asphalt Concrete Overlay(3/4" PG 64-10) ,j;��' ,,�,,�t� '� TON 15���"�� f,',,f�, $125.00 $193,125.00 $99�33
5 Shoulder Backing �t,�',;��"� LF 1610�'rr r,,��F $2.40 $38,640.00 $2.27
6 Traffic Loops ��,{;;��i`� EA 8� r�`,�' �� $2,500.00 $20,000.00 $2,516.67
7 Thermoplastic Traffic Stripe (6") � '���'� LF 6750��;`,,��'� $1.65 $111,375.00 $1.65
8 Thermoplastic Traffic Stripe (8") ,�,,;,z'��� LF 7900 "��'�"`� $2.40 $18,960.00 $2.40
9 Pavement Markings (Thermoplastic) �,z,`�;��;, SF 5000 $15.00 $75,000.00 $15.00
10 Pavement Marker �r,�'{�� ,,, EAr,.,�, 1650 �,,,, $11�00 $18,150.00 $11�00
11 Adjust Water Valve ��� �":,,�}� ,�,��, `# }�; 24., ,, �,�,t�,;,'�` ��R00 $40,800.00 $1,342.00
12 Adjust Manhole �������� ���''`��� �r�,�,'„��`" $2,��,���� $39,900.00 $1,655.00
13 Adjust Monument EA t��,r��� $2 20�� �� $4,400.00 $1,710.67
S 4 t4}i,` s Y
( ��}�, 4 1'`
sj"
tt r k3 i<'" ) {
I tt t t
�t.(�.��.. +4 {..tis� ��h��,.,.tt.�
ts t ' �.. i ! t t.�, rt'ss 4
�i,=r�;� r� ,3.,N�ar�tl�sfs, {t } tttt�4�its��>„��.
i}t�}t}} [ ' �'f,WA}t1}4}
t kis.,fist�tJ� . �t rrt},,t{4I� .. F}f t,,,
{�
�i{4 t 4 �� }!
TOTA��-CONTRACT ITEMS , t`.r'�r�,'�«� $2,11�5,083���nf` $�1,803,369�77
t i ,
�ttiti{£ yi�s .�i}�3� (�� ;ftt
t'�7 4 t f# t r� t t} t t.,
f�t Yf tt �ti � � 4 � }ktr }
�Yi fi� 4 1 � �vt�t`�t`�� �17�f 3C�
tia�' �' t tr ri�'t� �`�%ii4ti�ta" tit}°p
t r � 4t
S j 4 t s,t l:�``` ,;,t i;l 4 tit
. .� IJi;f Y�
J�r �i�
Ji� �j[3
� 1;` ii' 'r �5
�ifi4 Y �i {t >a��`�`��
i+� 'i' �S�itit�'
k�tjt�ts 7 1 iy z 5 f:.ti).,��- �
s'��4 �; ��{�rt l,i�'� j
at tsl }�
j iJ� jf r' ;Gt t�i71�'ys#,�,,�
�;i��x� +i i: � s�}nr .
i l�t} �, t�,
t.t;;�}s�,7:.,.,<f,�,
Shaded areas indicate correctians made in accordance with the Speciai Provisions. Page 2 of 2
N�TICE OF EXEMPTIQ►N
TO: D Office of Planning and Research FR(DM: City af Redding
1400 Tenth Strzet,Room 121 Public Works Department
Sacrarnenta, CA 95814 777 Cypress Avenue
Redding,CA 96001
❑x Shasta County Clerk
Cc�unty of,Shasta
P:O. Box 9908$0, 1643 Market Street
Redding, CA 96099-0880
Pro,�eet Title: Replace AC Surfacing2023 Project J:4.#2707-20
Praject Locat�on—Speci�ca Airport Road. Chcai-n Creek Road,Browning_Streeti and South Bonnyview Road
Proaect Locatian—City:Reddin�- Project Location=Connty.Shasta
Description of Project; The Citv af Reddin� ��raposes to remave and replace 2 S" of asphalt concrete on the existin�
deteriorated sectians o��i ort �. 3�` � � reek Road Brownin� Street and South Bonn view Road.W�rk includes�
rindin and re�lacin ar se ;� ,���"pav�r� `'���dding new stripin�• and ad'ustrn manhale� as needed C}ne way tra��c
G�� ,��
control or temgorarv stree 4����res rnav be re"�`�� The public will be notified of the nroject.
��$z k't`�f.` s �
Name of P�iblic Agene�'{�,�praving Project: C1j���'��Reddin�
N�me uf P�rso� or A�;����Carrying Out Pro����,Tom Semb�,Proiect En�ineer�
Exempt Status: (chec�,��e) �r;;`'
�
❑ Ministerial [Se�;" 21080(b}(1); 15268]
�
❑� Declared Emerge�`���Sectlon 2��?8Q(b}(3), 15269{a)] -
❑� Em�rgency Project������������ �k b)����t�'��'����,���j��
'.`3{ Gt�„i.� f � r.r� ���i� ' i t}7 s
❑ Statutory Exempfions. Sta��coc�e nu����' ` ,� ,
�� t���.�, ��s��
❑ Comrnon Sense Exemptian(This p�����'does not fall v���an exempt class but it can be seen with certainty that the�e is
no possibility that tha act�vity rnay ha���significant effec�'a�i�,the environment(l�CCR 15601[b][3]).
0 Categorical Exemption.State type t�t�; section nu�nb���,�ec, 15�O�c),Existin�Facilities
� No exceptions apply that wou���'��r the us�����t�atego���y�r�xemptron(PRD 21084 and 14 CCR 15300 2).
x i{�Y l.t a s t{� ti � t . { sr � i,l'
1�is tl j i ��fti ��t �� 7 I ��t�izi����t,�,.k lt si
Reasons w�y proj�et is exempt: Class 1 exe������; ����u�� �������-atr+�f,���pair maintena�ce ar miizor alteration o�
existiiz� facilities structures �or� equipment involving ne� `��'or nQ expa�,,�,��sn of us� The existing asphalt wi11� be�
rnaic�tained and the project does nat involve expans�����,k}��"he�roJect ha�'��n reviewad fz�r sens�tive re�ources such
p,� �E, t,,�t,
as flzreaCened or e�ldan ered s� ecies or their habitat� t.�,` �``�'�e ve etatio� ,�, �'"'��m�a �"t��- trib�l lands or�Yribal culturaI
tt},� s�� � � �, �
resources.The ra'ect has na otential to I1ava a s1 '�� ��'�t e= ` , on the 4"",��nznen �J.,.,.z'
� i�;�,a' t�'��`�f tt�t �t��5ti7tt�}�.��„�' �F s� �
Lead Ageney Contact Person.�Amber F�elley ' '.,=v'„t��' "�'ele hon ,���
p ���0 225 4046
�z��r
I���il�d by Applicant. `� 't� r},��'� �
�<}� z 3�f �
t �s, Ga� t� 1„�..
l. Attach certi�ed di�cument af exempti�n finding. �t�f �` �;„{'r�#�',�� `r'
� Ja'
2. Has a natice af exemption been filed by the public agency a��roving t,�������a Yes ❑Na
rt:si t ti 7;r tt it��f}tt3�,��y�,>
t x f l4 t 4}(y}t�s i, t
r
Signature: Date: �'�"`�t`���"",�e���
Title: En�vironmental Com liance Ma er
�Signed by Lead Agency I7ate received far filing at C?P12:
❑ Signed by Applicant
WN
S
U
Z
Z Q
CITY OF REDDING W_
J
Q
N
PROJECT PLANS FOR THE CONSTRUCTION OF -�
Zb Z
Q.' K
O �
z
REPLACE AC SURFAGING PRC�JECT 2�23 W
�
z
� t��C'{t} t �. O � oy�
�trj t{ t is{ dc . � C..m �y K
.IOB�NO 2707� CONTRACTOR kl�'`��j} ��` `' �� �' 'E i f f�l � �W z �
$ �� �����'�� � �*,1��� A OR C�12' UCENSE AT THE �TIME OF THE BID OPENING. BN NO 5402 _�� �� y
�€4r tJ�ff il t i,,,-.i�rr' ��,)�itt}t � �i �h4 � .C
. �� �`tit�1 G�.�~ O W V
t j�� � }�, < I xi�i if ? .. ..
i�t�t fst�jr �r �� it�tt
� t NEEA t
t i}�)t �.,r 4�.0 f��
�tiri' i# �' �3i;�;� �'`� �s
SHEET INDEX t 7t �'� "
�1�r,7,f{ ���r � � � �
>t 11.tj�r�ttfr� � }�j���i,.`�
�~��� '
��SHEETNO. SHEET TITLE �' � � � `�� 't���
��'�,"�VIING�NO�. s� �z s �� �%=,o3e��,��•W
1 TITLE £J '' '{ ` `
'�';'�,�+,�. 33041 ��,'1 �
�'�i �+' ' l,ri"' �saa
2 �NOTES��AND QUAN7ITIES� ���r���i�;�. �33042� �'`` � W
. Z
3 TYPICAL SECTION 1 �������t 33043� � M s �
4 TYPICAL SECTION�2� f i���,�"�044 �""" �,. �w m� � w
5� BROWNING STREET A���4 � ��� �� �`�' `'' `'S 's �� � �� �
4}Si72 } ( (F i� y #tY}t{.fz4 $ �F e�i294E�.
' ' 4`0 B R O W N I N G S T o o �a
��� 5,�� ���r '�'rY,`S"�5 : } ,'sr�:i,,�+�if`jt t, �,t=t o CHURN CREEK RCi�
6� CHURN CR�EK RD NORTH�1� A- �33��i�; �z�y��',�,,'tt a��i�Y ,,z t� �i�t,�, 1 z� ',tt '��,
:i7,t�,r.. �i}?is{t{i } t��� �tj�`{} � �.�! � �
7 CHURN�CREEK RD N0�2TH 2� A- �33047� � r„ { r � Z
i�7 tiir. rr,t�� �.� �
8� CHURN�CREEK�RD SDUTW�'I A- 33048 ��r�;��,�`� ;`t�`t, � ���n� � W
9 CHURN CREEK RD SOUTH 2 A- 33049 ' ���.{� �
r � t it�t q� �
y ft t�z {¢• �i i�i, SR2�W �.
� �i�� ��� �t. �y
�}�i;3t{ , j i t � P�",_ � LL
VIK�N,
10� AIRPORT RD 1 tly � �4�'�,�� "°�; �v,� �(
A- 33050
}1 �tt� r��t�i, {4� � ���.,�R� � �
�1�'T� AIRPORT RD��2� A- 33051 `�41,11 , r f 1'�'` j,,4,' '�ry,
�12 AIRPORT�RD�3 ' ��;� '$` '{f ` �` � ` � - CHURN cREEK a�� �
A- 33052 t �� � � � � W �
x ?� i F �tt r tiji t t x
j�¢ t� . t$ i t�` '� �t 31�sl "� �i �
�1�3 AIRPORT RD�4� A � }'`` � �1 �t � r� � �tr ���' � � ��� � � � � � �/ �
.71� �30�J3 �1r���t� { �tat� i �t}7�}r," }r��r4t ��z�"7,t r2 ty�{i � y � �. �.•� � 3.� .
t } .1 {.,, t{i7.S t y� tt�f t �� V� O
i 3,�,3i l I dzts it7).f },° �, i
�'14� AIRPORT��RD5 A- 33054 �" � , ,'��r1���,' ``f � �
���f,��TY ��F� ���
�15� AIRPORT��RD��6 A- 33055 s? t t���3 �, �`��, DD/NG� � a�� ��� ,4iRPORT Ro,ao� � �
Is+�s ����'� t� � . .... � . �,
�16� ��S BONNYVIEW RD WEST�1�� �1�- 33055 �,}} �„��` �,�,'�
U V
�� {�3}r � —
�17� S�BONNYVIEW�RD WEST�2 �A-� 33057 �� �� ���} � ��
z � �Ilit{xi irt��t �S BONN � z i � m �
1�$ �S BONNYVIEW RD�AST �A-� 33058 t,,�`;'���' '` �t��`,� �`��z,�`�D �t��f�;',zs, " Ka�� N R �DDING
19 $ROWNING�STREETSTRIPING �A- 33059� ' ��'��" j�` � ��"4 ''��'� `� "'� ���}'`� � � NICIPAL d
tr tt� �f} iiti��ttteo t i{�
�' � ' 7'�� �j`�zl� t 4�1 ,� ��, f�� � IRPORT
`� t 4i'� 'r ' ritxt�r r t t t'��i����#�� ���s ili t a
0
� �;7fs�� yt ii.r�J ��i�i �tt�y�s< .1tk`?t f � � vai
20� �CHURN CREEK ROAD NORTH STRIPING 1 A-� 33060� �'t�� tt t zz;l�i �r,j �,;�',��, t,�71 t � � w
'4 tr��>,�z;r.,...... �t=f �C t o
�21 �CHURN�GREEK ROAD�NORTH STRIPING 2�� �A-� �33061 � �" jr �� � �p �
�27 CHURN'CREEK ROAD�SOUTH STRIPING 1 A- ��33062�� �
�� ���h��f� it i}�r� .. ... . . pERSCH V� � .
i �t`t i�a" �{ tt��}�7.k ...� � �
� u" O
z I� st r, � tttr s} # jt , �'�v �\ V� c7
23 CHURN CREEK ROAD SOUTH STRIPING 2 A- 33063
,,tJ`� .. .�{'z''s`t s' 't i. �,. �.,�. z
.. ,<.�..,. .
�, � �� t �� � N o
��24 AIRPORT f�OAD STRIPWG 1 A-� �33064� t,����, , ,s�t�,;�r,t{,�'.;' �� m
25� �AIRPORT ROAD STRIPING�2 A-� �33065� �'��t`�s`�'��r'�,��` }� , �'``�'' LOCATIO�N MAP � � �N
�t� s} �1'�
76� AIRPORT ROAD STRIPING��3 A�-� �33066� r,r���'� t' s� ��{�t`�{J�'��""`�`� NO SCALE
�,�, �,�,,,5 � tt U1 I— �
��f�t� ttrsf;iijtt{�t}�f��it,tr��z,;�� �.�(,�� .��.
1�i<,`;�f z�,t't•'. Q, .�� :�.
W �
Q a
J"
a
W s
� N
PLANS REVIEWED 8Y: APPROVED $Y: Z
m
0
>
_ _ A-33041
����� .. ORIGINAL.SCALE:....
rRAFF�c - �- REDUCED NONe
OPS CITf ENGINEER DATE p�qNg on�: �,c zo23
SHEET 1 OF 26
GENERAL NOTES CITY OF REDDING CONSTRUCTION STANDARDS SUMMARY OF QUANTITIES �N
MATERIALS .................. ........................ .. PAGE TOO.QO ITEM QUANTITY UNIT �
1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT C11Y OF RE�DING CONSTRUCTION TYPICA� STREET CRdSS SECTION .:........................... . ..... PAGE 119.00 �S � ? o
STANDARDS (CORCS), THE STANDARD SPECIFiCATIONS FOR PUBLIC WORKS WPCP
CONSTRUCTION, DATED 2021 (GREEN900K), AND THE CONTRACT SPECIFICATIONS AS CURB AND GUTTER (6") .......... -- :: PAGE 136.00 �^
TRAFFIC CONTROL LS 1 a
THEY PERTAIN TO THE WORK DEPICTED HEREIN. CORCS AS APPUES TO THIS PROJECT 'NO PARKING' SIGN INSTpLLATION ......... ,. PAGE 152.02 �
SHALL BE TNE CURRENT VERSION AS POSTED ON THE CITY OF REDDING WEBSITE, REPLACE ASPHALT CONCRETE SURFACING 3 4" PG 64—t0 �
STREET SIGN BASE DETAILS ..... ... ., PAGE 152.20 � � ) CF T18137 �
htt • cityofredding org/deoortments/public—works/engineering/construction stondards, Zo Z
AT THE TIME OF BID OPENING. PAVEMENT MARKINGS TRAFFIC LINES ... ......, PAGE 177.00 ASPHALT CONCRETE OVERLAY (3/4" PG 64-10) TON 1545 � a
PAVEMENT MARKINGS ARROWS . ......... ........ ,...: PAGE 172,00 SHOULDER BACKWG LF 16100 O o
Z: AL� UTILITIES SHOWN ARE STRICTLY fOR THE CONVENIENCE OF THE CONTRACTOR: MONUMENT COVER ASSEMBLY AND INSTALLATION . .......................... PAGE 184.00 0
UTILITY LOCATIONS ARE ONLY APPROXIMATE AND THE CONTRACTOR IS ADVISEO TO �
INVESTfGATE EACH UTI�ITY SHOWN AS WELI AS BE AWARE OTHER UTIGTIES NOT SHOWN LOCATING WIRE & WARNWG TAPE ........... ..._.::., .....,... ,,:...:.,:. PAGE 402.00 TRAFFIC LOOPS Eq g o
MAY EXISL DENSITY REFERENCE GUIDELINE ,,,, PAGE 607.00 THERMOPLASTIC TRAFFIC STRIPE (6") LF 71380 c�
z
3. CALL BEFORE YOU DIG! THE CONTRACTOR SHACL CONTACT USA NORTH DIGALERT AT TRENCH BEDDING PAGE 609.00 O LF 4200 m Y� �
j� t rc�{ t " ^ THERMOPtASTIC TRAFFIC STRIPE 8" � �
LEAST TWO (2) WORKMG DAYS NOT INCLUDING THE DATE OF NOTIFICATION PRIOR TO 7� � �f,��"s��
DIGGING NEAR UNDERGROUND FACILITIES BELONGWG TO PG&E, AT&T, C:A.T.V., A.C:I:D:; i�`i t�c '� ci 4tf }���'r�`i�� r`��Jt, """"' •• PAGE 610.00 THERMOPLASTIC PAVEMENT MARKINGS SF 5000 z� m� �`
OR CITY OF REDDING. CAL� USA NORTH 811. Ca tt'�y�����j��`��������.Y��t��,ILS .. pAGE 611:00 c� ,�„ 3 � �
FOR CALTRANS ELECTf21CAL FACIUTIES CA�L (530} 225-3469 t�}i'�z'����f'"UTILITY TRENCt�=��;��`F�. � PAVEMENT MARKERS � `
} ' � � 1 3'��� ., PAGE fi20.00 EA 1650 0 '— a w �
FOR CALTRANS UNDERGROUND COUNtSTATIONS CALL (530) 225-3042 '�}f };„'`�RENCH LOCATION �, �'�,f�4� PAGE 624.20 ADJUST WATER VALVE
_.....,..,,
i r�sJy `t. ..... } . � � ' EA 24 °`cea �r
4: PRIOR 70 TRENCH EXCAVATION, THE CONTRACTOR� SHALL POTHO�E ALL UTIUTIES� TO �BE `s� � �r=`"'�� ��RADING DESIGN STANDARD'�"`ira� �� � � �� ......... �PAGE 700.00 `'�
> r }�r r �r t� ......... � ............._. ADJUST MANHOLE EA t9 � 3'��� �
CROSSE� TO VERIfY THAT NO GRADE CONFUCTS �EXIST. t ,�rl� `� ; �, � � � ; �
�' `�� f f r��j �, ADJUST MONUMENT Eq 2 ��� �' �� �
5: ALL TRENCHING AND BACK FILUNG SHALL BE IN ACCORDANCE WI7H THE CITY Of � "_ �,
REDDING CONSTRUCTlON STAN�ARDS OR AS SHOWN IN THE CONSTRUCTION DETAI�S t��tj�, 5� ��'t�`�t`}����� �«,`'�"* �����5"
ELSEWHERE IN THE �PfANS. TRENCH� BACKFILL SHALL BE MECHANICALLY COMPACTED yz,�� }�,�� ,'��� �#z',t�' s'D3tl 'f
THE CONTRACTOR SHALL NOTIFY THE��CITY OF REDDING ELECTRIC UTIUTY PRIOR TO st' ' f t ��t
EXCAVATING CLOSER THAN EIGH7 FEET T0�AN �EXISTING� UTILIlY �POLE t;' �`5 �;i?l�
. �
�f� y�aS BEGINNING �OF � w
6. THE CONTRACTOR SHALL BE �SOLELY AND��COMP�ETELY RESPONS18LE FOR FURNISHING ;' 7 ij� � CURB RETURN r � •; �
�INSTA�UNG AND MAINTAINING� ALL WARNING SIGNS AND DEVICES �NECESSARY� TO ��, � { I.ENG7H CALTRANS STANDARD PLANS LO�H �� �� V �
SAFEGUARD��THE GENERAL PUBLIC AND THE WORK, AND TO PROVIDE FOR THE PROPER r}y t +i � � o �� �
�AND CONTINUOUS SAFE ROUTING OP VEHICLE AND PEDE5TRIAN TRAFFIC DURING THE ��t�, `;�j f PER PtAN PAGE� 6ETAIL� �
� � �w �
�PERFORMANCE OF� THE WORK. THIS� REQUIREMENT SHALL APPLY CONTINUOUS�Y��AND ` rt;,��r�ii �f� ; { � tti��''7�� �s�{4"4+{�i ��t� ti ,, ITEM � � �
��NOT 8E LIMITED TO WORKING �HOURS: THE USE OF FIAGGERS, BARRICADES AND s<;',` � #t i+{t � f t r i�,�j}': 1�����'s'�135`�x��'s�t�,����- DIRECTION —► �ABBREVIA710NS (SHEE7� 1 OF 3)� ,....... ....::...� ,,.,..:, .,,::.:: .:,�::.�::::�.. t A3A o o a
-SIGt s �tii�r r�ti 1 rt�'...�ti�ki4: r i I� G � a
CONSTRUCTION SIGNING SHALL COMPLY WITH THE CAUFORNIA MANUAL ON UNIFORM 4i rx � a� it.�� Ii rz�r it t tiit t�"' �{ 'ytt ABBREVIATIONS �(SHEET Z�OF 3)� ....................... ......... .....�...: � ....,�...:... �2 �A38
� i�;?�ir„t„�r..lkr�� f js i �. „ 3 tj,, �
� �ABBREVIATIONS {SHEET�3���OF 3) ::::..:.� �
TRAFFIC CONTROL DEVISES (CA—MUTCO)�, �t�,4 rt�,t ;y:��' 25 '���,, �39A LENGTH
i �r ,i�� , ........ ... 3 �A3C
(18" MINIMUM)� s, �. ,,�r+� 1 PER PIAN
7; fOR A�L TRENCHING EXCAVATIONS� S FEET �OR� MORE W DEPTH, THE�CONTRACTOR ; S��s�it t� ,,;'�{t tEGEND LINES �AND SYMBOLS-(SHEET� i �OF 5)� ..,,,,.,. �,.,:....��� ,.,,;,,...,. 4� AtOA W
�SHALL OBTAIN A PERMIT FROM THE DIVISIbN OF INDUSTRIAL �SAFEIY (387 HEMSTED � � ft�j��'�����`' ���``,�{a�r I � LEGEND LINES AND SYMBOLS (SHEET 2���OP 5)� � �� 5 �AtOB ��
DRIVE, REDDWG �CA., 224-4743) PRIOR TO BEGINNING ANY �EXCAVATION. A COPY 6F� �'} t�,9� y r,} � � � ����•-.� �
THIS PERMIT SHA�L �BE AVAILABLE AT THE �CONSTRUCTION SITE AT ALL TIMES. �WIOTH �ts, �t,� }¢' }�s� � LEGEND� �INES AND SYMBOLS �(SHEET�3��OF 5} ......... ......... ............ 6 �A10C ��� ��
PER PLAN s �j � r��.�' �EGEND LINES AND SYMBOLS �(SHEET 4 �OF 5)� � ���_:..:..:.:: 7 �A10D � ��
8:� THE CONTRACTOR SHALL MAINTAIN ACCE55 TO EXISTING �MAILBOXES OR �PROVIDE � ' i ti � �rtt t,s�1��� �rj�ti
ALTERNATE TEMPORARY MAI�BOXES� APPROVED BY THE U.S. POSTA� SERVICE: `���f� }}� i ;f ,' �,�,l,s�}4;,� �LEGEND� LWES AND SYMB0�5 {SHEET 5 AF SJ ........,� ., B �AipE 0 (y�
�, ,��i 1 t �{ t�t ''` �4 ���,�,�r PAVEMENT MARKERS AND TRAFFIC LINES, TYPICAL DETAI�S ......... 12 �A20A W � �
...........
9�:� CAfiE SHALL BE TAKEN TO PROTECT EXISTING PLANTS, SHRUBS, TREES, LAWN, t','�l� ; ����`� ���'��}" 7�E�F�������t PAVEMENT� MARKERS�AND TRAPFIC LINES, iYPICAL DETAI�S .......................... 13 �A206 �
LANDSCAPE AREA5 AND IRRIGATION 5YSTEMS. ANY ITEMS REMOVED OR DAMAGED ��'�' `�� ��i `tr}` ;l� t'� � ` ' r�� �
SHAL� BE REPLACE0. �ALL ITEMS WHICH REQUIRE REMOVAL OR ARE DAMAGED BY TH� �39 lr, r4�s} }��„f � tf�lr;�� � ; }�3��t��t���; {� ����,'d�4z W � �G
CONTRACTOR'S� OPERATION SHALL BE REPLACED TO ORIGINAL CONDITION AND TO THE ����`�'�� }�; t` �''}�, #�'���� � ��"��'�3r O � �
APPROVAL OF �THE ENGINEER. � �, �;���' " BIKE �P,NE A"�
: s t;t� �'
z� �4� {�#JTERSECTION DETAIL ��� ° ��
1�0: EXACT LIMITS OF PAVEMENT REMOVAL �AND� RECONSTRUCTION 5HALL BE DETERMfNEl7�7N ��;a iy;���R CORCS PG 173.40tE����r � STRIPIN�G NOTES: U
THE FfELD BY THE ENGINEER. THE ASPNALT CONCRETE ALONG THE EDGES OF THE ;'���'l'`r s����� � �`t'�t i�� U�
TRENCH SHALL� BE�SAWCUT AND REMOVED TO A STRAIGHT LINE �PRIOR TO FINAL BIKE LANE T����,,t`ft�t�ECTION� �—.-- �tsl����f't� J
PAVING. EXPOSED� VERTICAL EDGES� WHICH� WILL �HAVE ASPHALT CONCRETE AGAINST tst`}j),t��{�t,'1 }rls� 't7� �7�� �r�;5 m
THEM SHAL� BE TACKED WITH EMULSION PRIOR TO PLACEMENT OF ASPHALT CONCRETE.� i ri 4'it ���t�t r 1 t,�'j,:` jJ{f t',.�r, 1�. PAVEMENT ARROWS SHALL� BE CENTERED IN IANES. �
� £�� �s ,{tjl� '��,�>��� s,�'���i;':�� 2�. PAVEMENT ARROWS���SNA�L CONFORM TO CORCS, PG 172.00.
BUFFER;����� LA��i,�TRIPING { a.�
NO SCA��rt °it�4'�`—�}`�"i'`st ri z t i t s�1�ir 3t;' �§s t ij � . .
�rt�7 t+s3�s ttf i�t{�i�i y�4{� ��;st��� }rr,� 's'' 3. STRIPING� DETAIL NUMBERS� REfER 70��CAL7RANS� STANDARD o
°'_��"` �t r(it�s� t si r ��,t, �it �r , � PIANS� A20A. A20B, A20C AND A26D. � �
st�S t..i<t,..��,r,,�� r4� i i �
= f t ° 4. REPLACE PAVEMENT-0ELINEATION IN KIND UN�E55 DTHERWISE z
ta��� � '` , ��s SHOWN ON PLANS. C7 �o
' � � ££ � Z
�£r4'� :r �ir�' �}ts t����1,`,��+ ��5�.� CROSSWA�KS AND��STOP BARS SHALL BE� 12' THEhMOPIASTIC� `—r
r�}Et}���� s ki,' �1t{i�t y y����i (10' FROM INSIDE STRIPE TO INSIDE STRIPE) UNtESS NOTED. � � � W
tl it f} {.S t} 4 S 4 ;�}L�v�v,� Z
i tt'7t rt }t { �Y i Q C''!
tit t t ��j�5 li�t {Ui` L�L/ N� � �-
..7{�,£�sta�f,,,r'� is! ( If :.rt.'�'' �i,,. Q � Z �.
PAUEMENT DE�LINEATION QUANTIT'�''��'��BL� `��=�t`� {���� � � N a
� {,�� a ��,,,.,� �
S �S{;�rY i t�i fY�`il t��ir � �x t � F�� � .
4{ {4 t 1 S 41 t y 41.� (t . F�. v. Q.
THERMOPLASTIC TH' �;`���L�A�STIC � R� � z�
PAVEMENT MARKERS
TRAFFIC STRIPE PAVEMENT MARKWG U � w
CHEVRONS 9M 22 25A 27 278 27C 32 37B 38 38A 39 39A 40 �NE ARRow i2" wHire woRo 9M 22 25A 27 32 378 38 B�uE � a z
SYMBOLS ITYDRANT W o
� 8" SKIP SYMBOLS MARKWG SYMBOLS
. 6" SOLID ., 6' SOLID 6' SOLID &
4" SOLID 6' SKIP DOUBIE 6 SOIID DOUBLE 6" SOLID 6° SKIP 6"SKIP �NE 8" SOLID 8" SKIP 6" SOLID 6" SKIP 6' SKIP ARROWS 1YPE G TYPE D TYPE H TYPE H iYPE D TYPE G "fYPE G � �
DROP
0
z
WHITE WHITE YELLOW YELLOW YELLOW WHITE WHITE YELLOW WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE ONE—WAY TWO—WAY ONE—WAY ONE—WAY TWO—WAY ONE—WAY ONE—WAY TW�—WAY �
LF LF LF LF LF LF LF LF LF LF LF LF LF �F SF SF SF SF EA EA EA EA EA EA EA EA A-33042
580 3679 23976 2635 457 22244 2920 6230 674 3986 203 7369 502 188 44 2309 2523 116 154 1000 110 10 162 40 i66 B ORIGINA� SCALE:
75583 �F REDUCED NONE
4986 SF 1650 EA PLANS
DATE: AUG 2023
. SHEET 2 Of 26
WN
I I
U
GUTTER � FOG � z
LIP UNE EP Ep EP Z o
w�-
- Q
11'-40` 11'-31' 0-9' 3� 13'=17` 13`-15' 3' n
J
Q
Zo Z
EXtST CURB
_ _
(7 3
_
. ..._ �., O o.
K
Ii.._ .::._ ... . ... ... . . _ O
�_.��� �---��' W
—J �..�:. . ...._..3 �---�„" :¢
_
' i _:.:,.._:� .��_ _ .� . U
; __
__.._
� -- __._ _ _.._. --- - -.... _._.._ ,.._.. a
- '--'- �-- --- �-�- � `- -
.�_ _ _ .._. _ _,__ � � - . --- — � — -- ._ .._._._
,._ ._ �f`3s e�$�i SlS rti f}�� t � -- �- _ - _ __ __. mo� m� z
2:5" REPLACE AC SURFACING 2 5 R �a t`t'rtl�t�`�>��l1RFAC(�lY�,,�ii'4'r{�f Z" 3� o
t 1 {1 � 2.5" AC OVERLAY 2.5" AC OVERLAY � q z
� t�{��� '
—
r ,� f,� `�tr s';�`', 2.5" CL2AB� o� o W �
�`t�'� �'���' S s�s}�
��il � �, ,j ��.��t �(1YP.}
��1NfER *
�I l,.t, t:
S YtJ 1�i�t.`• {3tr�t i
GHURN CREEK ROAD-NORT�,�l,{>'�} {a�`' � ��{�� �
�t'� �`" �AIRP�7RT��ROAD' " � � a
t t�t�4{4.. , ;.�t{u} � � �: �b
'.0 t" �UNE 1 1+35 TO 27+87 �,£t;t�r� '��''�'��'�r`£�� ''b3�� �"`�
�` {t,' £� 4�� ��sx '.A" LINE 24-�77 TO 61+68� ����'���
-�j�{'t's. t y:';i;,:
�,',}tJ{t ..,,t},
`�'ty� � ��
n w
�1 SI7t � W
� 1){{t . .. O. . : Z.
5 ryrr � � . �..
� i Yt rj!��S ��. w
'}��, J� EP ETW N
1' s � a; �� r , t � ETW� ��EP �� m w�
.EP t,�p t � 1 t �3�`� # k}! y� tyYitS.Nss �� ... � �.
ti$ i ti { t f t i i N � O�
7 t
tf t ' t t r t }t t tt st i �w ¢ �..
'� if��s;��t 1 ' �� i St�!��� } t ir k.;t i3 ir�t . r i t . . o o� a
�� s t4t� f ,,,� �� 1 z� � ��, VRR: 12'-27� 9'-16'� VAR.
� � � t,�aa�, `t,7; ,� I �jl t t�X t�{uj„u.r f s t .
12��.5 —18 12�:5� —1�8� ,s�. f,}�'�tt��} s I,i�{} �
t , 1 t {
�'r' i � Z
�,���,,�,,3�� r�ts t W@
4 t G
r� ��5�`t�� :tt�t��f
f
i i �
S � I tl i{t0 t f� J t.
;}�1}{�, �'�t t t} . .. �� /�/.
f : . . .._:_ .__ ._ _.__ LL
... f t Y . 14��}� � �"--_.-� ._' _ "` _, Z
_ ._._ �
;.._._ ...- `-...:_:. tl�{�#� ,�} � t�a� ... t 7� � � ' -...
. . _._. ._:_' -- .
.� } , h- t S j j ��` t t .� t.. � � � .
` '_,�' _"_ _.`
� .__. .�'"_ "-__ -�..
fi{..��f °}� � s�% ,�t tl t , j�� ( _�__ __�-- __
_ .��
--- — — -- - _' __ — � p LI.�
__ - --
— ---
__._ __ _._
;':.�. -- ._.__ __ i �tt,h s l t�a �t#j tt �r�tt j i �tt tj�$�t '_ _` -_
_._.. ._ � �
-- �
__. .__+. � ti t� y t t�£ s { �ia s�4 sl�i t j 't$r yr t ��.
t
,t`��� ��u�� �`�t�` � j r z�"y�,'��'�`�{��''�������',AC� �SURFACING� � 2�.5" REPLACE� AC� SURFACING �LL Y�
>��t 1 ���lJtcy {ilsc rl t ,�� V�
�2�:5" REPLACE AC �SURFA�ING� � Z.5"�� �REPLACE AC SURFACING� '"""`�{ ��'#��ii, ��� ' t�,��' �O ��
, ,
r � �4 ��
i'�$���j�� ��� �i�t����t .� �^'�" �
t{tr�t t t t+� }f�it� � ]
Y'�"�{S ii�t�ti�,t}�r ;tirtSl �� .V
CHURN CREEK ROAD-SOUTH� AIRPORT ROAD�� �} ,��i���t�i�,is�44 � ;��:�,� � �AIRPORT 120AD� ��M��
1 7'�i 1 tt { 1 stll�r � } � W
Tt ��S7r�ltz t�t�f �.{} t��7'�fx� sz� Ftr.
�:� �� �i r{i� t 4 't� � `�� _' +� � Is;,t:° ��� .
"C2" LINE 10+00 TO 28+79 A" LINE �t0+00 TO 12+�5 { tl t a �1� t � ' � � ' { � �_ "A" LINE 61+68 TO 76+75 �
{P { �1 l �7 ( l.F t tt{;,.
� il �
1 1 l7 l rt t i1 t !
}t tt �(yi � t� zt tt
�i}�� t t{i �r`I 5t�� 4 t
�;a�� f,,sr �st4, �� j� £t �j �,t,����� s t �� �,}�{ �� A LINE 7+13 95+00
„ " 8 TO
s�� � t�t1 4��ttt l�f�t}��.jSts����� .3I} �v
.. ;��a;z{ s��'`�}.�;.x��' 7 t# �� N
r
� �.��� .us.,,,�,i. ,�� J1,,f
t f��t�t O
GUTTER�� �� ,'', ��,f��` t r�4� I �
UP Ep , �f{r«���� FOG� >,}`t };`�,`4 � �
�}��, �,�d, �� F'OG �Z a
�S �i�; LINE� E i�t,t. [7rti � . LWE EP ��(� �o
21`-31'� �15'-31' �`s`���`�� ,��3� ',�� f������r=�t°` � �<( �„� _ .-
r it i t
,t''�; ��?��+�t'��,�`jt'..t�„��' 11�'-13' 11'=�i3' VAR: �� p �m �p
EXIST �URB r tt ���}'����� � 'j�,�H��'��� �� �N �F=
� �z ' "f ,rt�1�t�-' �V �
"at}tt��r�i I� , }}il$t �}�: t�1,° .� ("' .W
�tyfr i �r�;i t�,4t;i t�jl �tii�. � �� W J
.. . ._ ._....�.;.
i t:.... _:._ �„l�;.r{<..,�.-;t,,,
Q � Q
,; --------_��<;..<�_,. .. �...... � � �.
.._. . .. .__; ..
_��.._ . .,.-..._ .. _:. ....... . . ..
.....<: -._. W ��y
.. _ __._ _ � .:� _:: ,' -�. � � _.. •J�„
� _.... �_ - __. , ., .
. .._. ...... ...__ : .:._. V Ii
�. .. ._.._ .:
�.:_ ..... ..,_. i _u..
.._: .... __.._. :
.. . .:_:._. , '' . Q a �
_'_ ..._: � ..:._... .. __._. ._ ___._. ... .. .__. _.... .. ,...._:. _..
i'< . ,. _ "' a.
2:5" REPLACE AC SURFAGING 2:5° REPIAGE AC SURFACING � N
2.5" REPt�,CE AC SURFACING 2:5" REPLAGE AC SURFACING .
0
z
m
0
AIRPORT RC�AD �
AIRPORT ROAD A-33Q43
ORIGINAL SCALE:
;A" LINE 12+15 TO 17+16 "A" LINE 95+00 TO io3+�� REDUCED NONE
A" LINE 18+72 70 23+�� PLANS oATE: A��Zo23
SHEET 3 OF 26
WN
_
U
2
Z a
_ o
W^
Q
U
N
�EFT �EFT
Zo i
FOG EDGE � EDGE � �
GUTTER LINE LWE � LINE FOG o �
LIP LWE o
EP w
�
VAR: 24' VAR. 22'-26' 24' VAR: _
�rs�t}� ,t� i m� � w
a 7$ft�'t� �t�s {t���Y i t z� � r w m m�. �
3 s 3. i 7 t�� ��t sl a
EXIST CURB� t>tt��5t, ��, �, s,i , � � } z, r�4 ��� =z o
. __
—_ �.. _ .. _ _— .-_._ ._ f f i}1� {4F �.. $1!l t 1 i p.~ p.W� U
= -" __.. —, — :;;� . .
_ . ti 7
'__ " "__ ' ' '_ _' ' . J1
7E {
__— 5
v,"_ :' }{� ;�t(g��� � '
�� t� �.tJ�fi
___ i �} #it .�
,.— . . 7 ��47}1
, ._. �`��-;. 3����� * `�y
- -.._.
... __..___�.r _ __. �f�,k{l�f��� " . . �t.,�Y i ' - '> �U
, .. �' '
... _._ --_... .,._._ " �
-- —.. ;�ya�f� � - —_. — __-._ t�t i��t�f���. �o = .
...... a� _ `tr
(�(�f) : 7 t �'03�31�. ..5�
4
' 'ttt��'� 2.5" REPLACE AC SU������1G s°'tl '
{ ,��` r 1.;,t,�
S. BONNYVIEW ROAD 1���FT ` �' �
r
i rt m w
�t G y}� o . � z
"S 1" LINE 1 Q+00 TO 26+9f�„ ,r4,t y� �� m� � � ?
�t#'j i}t77' � � GUTTER� z� � � �.
t ttir ttit r r t,s�, ��� � �
tr: l5 l��t� f i � �Ylt i" s��tyYrt.fzss � LIP c� ..
ta;i��} sfs� �}i t�i��lrYrrsr�13 ,.. tt�rk.;ti3}�jri�t tl srt�i o. .o a
4tkit4r+7 . ftilrjtii�{�:4{�x �} tt � �§� tz-ul `� it£
1 7i1i+ S# tl7i ��ft j�,t � �t s �! �
+�.ur���, �,}�'ixt���� s '� Itl`{� 2t'—�0' 21'�-32' F—
1 t {
Z
i i�'r' ti �
l�i���'��}�"'�� �.'�� t
j t j�4�� ;Stt�'tt;f� .�.
s`� 1,z {;` '"��: �EX15T CllRB��
t„ t ,t �H
`}',f"� ,�'�`t t, � � � ��
ftY : 14��}� � . . . . z�
}i �4 t� t�d l�iu�itt ... �-: -- �— __ �
i( .t �#�, f .. rzt� �l � ,.
41t�1 � o� �a
}� w 1 3 �e}�Ey�J'����3�� y� t�t�:iift _ _ . ._
+ ,•.�;i F I��� t Fi t '�� fS �'r�+tt� ..__ ...__ - -.-._.. ..'— - . .___ ..
-- �..� _ . ...., ` � .
�3f }t�t t i � s t� 4 �{t�tE � 'Gt t 1 £�iz�r;�rkt � . . . �
_.
�t 1 S �i� { tt F�� t�.t t �f�i��� .� � � ��
�7r���7:1�i{�t tt��4��tit,4;,.,;ft t r i ?
[ � ';°'` E«��`4y4{ � {�f 2���"`���fLACE AC SU!r��"��ING 2.5" REPLACE AC 5URFACING O �
ic 1)�� �, i �
Iltr��t�� -,sr i .�
{ t
� s tt� t � ��
1'1 ir�'4;)t #��i��t}i� �
��EFr � ��EFr� z,t{Ft��,t�, t t�����: �� BROWNING STREET v � �c,� �
FOG EDGE EDGE t�`��#�t'���;'�t�£ 7r , r`
GUTTER LINE ��� LINE FOG t3tj; ttt � i�1 ,;'r'r,`� ''x, J
LIP LINE LWE �P t `rx' {j`` {'s'u,; ` �` ` � t�� ��3" LINE 11+30 TO 15+52 m
i � trt ( t�syy i g�}�litJ`� {�z�jrt4?a .�
�z� i �� �,:,t t�; I }r ztl�i.�, 11 itJ�:<
+5� ' VAR�,� 1����-22� �`t'�fc,x. a�r ��� t�ljs c{ {t �`' �t�'��r� d.
VE1{2:� L� 24� VA{� ��s t{ti���it � �tt} li�yttft�ft�tt� tI{y fi�A7;f �isr Ei) �t ...� :
�:tiG,4�'� tr �i 'd t�ari£�t�tl �t h. .;�i+r�tiat�� o '.
4 I t{.r,s''.�ie. )1 Yll� y t N _
( ``��". ts<.,rrSi�} •. '� frt}�{Jk� p
EXI�T CURg �' �i'�;'�� � , ��,5 �
--- _
f , 5 F �r�,�
�: -
__ - rtkjt �. �} t�r�:
__ __ Z
._ . _........� __ __.. ' ' �5
_�.. �.- �at¢�itt�} � ,.77 � 1}t tF� �'��� �
� � . : �_ � _� _ 31��� t� � s tti'ti s 41�{ts�t y�t��' ��
� _. . ��_ , _ � .. ._ i`t 5��� rt �}'ttiis`( �yi t i��t,�.,, � .� � z N .
. _._.. .._..
. :.;... . . .,...:_� �
_..... s f �F�{ � tyY>.. n
� ____ _--_ _'__ '_ ' - _ ....._.. . _ I {rlt� i� y �m
� 1 0 0
�.' � � '__ ' :is r �l {ts�i� t�,1,�,"<' �. .�!, .
_
i .�,,.. � " -
_ "" - _ . j . 7{ � z � ,r . � �N
t it }� t� �ti„5�1r.''", f—�
Z.S�� �REP�ACE AC SURFACING � � x�}ti��'�i��5 +'�?`'}�s4 ��`tt„��' $ U) I� �
2�.5' REPIACE AC SURFACING�� � ,,,t ,, � f �iy, = V� U v�
t �r t � ,. Q W ._i
i ��1{�4 �,�t,
t,�{��3�,,.�
� �
W O �
Ca �
S. BONNYVIEW ROAD-EAST nJ.
w�I o
w� N
"S2" LINE 14+51 TO 20+71
d
z
m
0
A-33044
ORIGINAI SCALE:
REDUCED NaNE
PLANS DATE: AUG 2023
SHEET 4 OF 26
wN
_
U
❑ : Z
4 .� Z <
NO W� �
i+.�` ,. .V.
��� � �N
J
� ZO 2
� ' _ � � �
Ui � � �
0
i�� o
, w
�
EDGE OF PAVEMENT Z
�.��.� '�� 4 3 s i trt��f } � m O O
, - � J`'�'f�}'��,�������{,��i��REET "'
�_�— �_. t',� 5� � w�m� m��o �
_____ +
� ,��:t� t��� � � � � � z o
�� � _ �� � �W �
����������,� ��a���,`t�� � o o �
Z�''�i}j's"'2�� , �it�'ti�"'z' ,. , m xece �. ..
� � ����,�i�'` � `a"� '�'t�1 � �,�s,•
�o 00 'B' LINE �� � � ta+oo ���������� t2+o0 �r���,�fz'�� ��� '8' UNE �3+00 _ - Z ��'�� ��
x�'�;�?��5 _ _ „�sr��"� _ --f—__ ��.}_-. � � � ; �
_ '_�, �_ ,.`.� _ ^--f-- � r����� �` � {���`�y �� �� _i -� _ '�
`������ ��r��`�� = a s a
�t������k4 ..����.�Y�k��� .. � �°�e�l��.*��'
������� :
�����'��;�" � ��;�'z�� �� �� � �Q
� ° _ _ � = _
� t,�j,�d,,;r��r�.x .. :. _ � -�' � -- � DWY '�a�'` .rn w
li?f � N W
` __ _ __ _ _— _ �'��JlJtl;7 .O .2 Z
� ' ��,�,,,,,,,,,,,,,.r.....n.' '`)i y { i .� � M �
� t
� ��;� o� �. � �
�` rl '#�s z m c�
� ,.' V { °t itl r�7 7t$r i �} . i� ._ w
�i� tl t� t r� tt t r� t �� � is t } �{ {t i t[ � �� w
�
� u 14 1 t a t t ' w. a �
`�1 `�e�fiitl���,�i� t1t i�` i��ls�t�ttl,�' tki}�t�(itl�� ii } �'f1J�t +� �
� t r(it� 'rt fttt��f�7� (tt {t k,.,ftit � 1p �'�S 0. o a
��
?I.�� t,s„�tt�yt��,i�r.. t. �,s5�'17r4 �1j�t�.n� � {� ;��
t1�� 't a i�'�,� y t Z
� t�� ��1�i�1�'��� ��'�i y��
� �}Yft�t. � t � . W
i�S j 77 i� �t. �,F� �hzi�s 3{�
tri Ii �ttlt�,' �rk ��f?, ��
iY � �
,�. ,.. �t ? ,� {i( t j s� � .
Sti 2jsr f7 t #ti��r
t� �t t �t�� �
r3 � t ! t"t �. �Q. .
G # }7� �t �k; �it����
tt y�t t7 1) 71 }J� t;! SF �� �
i� t
s rt 7��t ti} tl }1`�'`rki(S W
�':'�ir y�i7rs a { �i �2titi{ z�t'�i�ts' titl �/ �
r4f s( t� � �� 4�t�� { � ts� r�r�r�t LL : (�
+ �£ ' �t r i;7jA,t`� ' t` � t� ��i' f t i��
}`sr it t� 3 ,�, } k � { 35 { ){}E � � �
�` }.s,,.,<,'z.� „ 7 t 3�� �f �Sl�r � r� 0
�' �� �
I } tI� },y 1�,.�Yk4 1
,';� ;,,"�, �t,'�,,,�,5 SEE SHEET 6 � ��
` �.S
f #r�f ��� . .
f��}�,�,, � V
t � � s� $ ��� � ' � : , J
i
4(;f� � � f $� '. M
f t t � %J�2(ft �.�� . >h�'���;, � W
�t f ft,t�t7 tt {t j �r#��l�����. .1 ��''�si'v'Y,»�
� �t �rY � ,���t t f 4s� i� � r i��f��a� � �' G��.
,�. tt t �If '� �
E�GE OF PAVEMENT 6;;lS � � �t� {�`�{ ��{f it t J �J z rt��7t G t�� 2 i f {�{���� �
�53''" �`{�ts �r`!t�ts t� r � ��,4. � �,1�6%��� +�" �` ..�
.— ` vi
t j�t.,i�x s� + �:t ��ti�,i� � ,
t,� z s,rt �.. .. �.
i ���������"� � � __ -
v ���'���� � *�
,., y.., � : ��r'� --. _. ., _ ...._ ._ � (' :o�
STREET -- -
BROW N W G ��������� �� ������������������ t��' _ __ __ z <
r ,����� � ����� � rr V o
� �''J' i a?ru. ���5��`�{s'�syS4�`��'� c�
� �f4����,� � �'�;Y����1,���,� � z F'_'
�. ���� �� . s��w�ii �'`'>�'3 z•v �L �J � W
M � t�.���;��u#�+.���'� �'r��`�t�YY�e,�r`'��"a3,.� �.. : � 0 m W
S
�
r aa ���z���`�s�'rE�{ ��,,�F 1 = N F—
- 2.5" REPlACE AC SURFACING - 15+00 �f:ss��� ��}" �����€`������ &+� 'B' I.INE
1] o N � M
�� „�s������e� — — — — (g
� �' � 14� �B� �INE ,.-I----_._ --�-f--^ ._ -------z� �Y�#�� .,���"``��'���w,. ��1_ � � ....... ....- —y...._ - ........".� . V �� Z
�. Y � .`
Z — ,�kt 9 ,;; � �. Z
�L��S�1..{JExU �
�e_1�LGLI - 2:5" OVERLAY = , v � �
U '�a " '
� ~ � �' m
t
�' i DWY � _ � o
! , ,.
� � �
� .� N
. . .i 0.::, J j.. �O
Z
O m
� �
; 9 p
��
I � �
..... �( : �. �.\ j '
A-33045
� 1` ORI6INAL SCALE:
``; ' REDUCED �' = 2D'
, P LA N S DATE: AUC 2023
��
� SHEET 5 OF 26
W�
S
U
z SEE SHEET 5 Z a
J� �
Z�"` Q
O� J
Q
�t�- � Zo Z
m t� c� �
o �
��� � __ �
— �= ...�.. � _— <.._... �
� `_ - -��_ g
� � CHURN CREEK ROAD �
` _ .---� ;��� _ - _ �
z ° „ �
,,,, xf,� - _ _. _. .._: _, . Y �'1 .O
'�-� ��. t�"} t� � S . - _.
N t�`%�e��k���ty�1 fJ����,�t��F s�� __. p m
����a'�7 r r��3p:i7�;�:£'� '�`��,b.�"'���ta��ttti„. . 0. � �� °'o ��.
� I �� ��#�a��ya�r�}s��s,i�t,i1,�� u��+�j���r��'�'��� �� �� `w' �a�� �o
,���1�������s���fi=r� ''��F��a``�tt�1`;`�`�, � �
'� � �.��t�„�� f � ��� 3��s`���"�xt . . �. �.�.t� o� o.w .. ..�c�.
t0 04 _ � 'G1' UNE 1 ;00 ����'��',`��„���= 12+ ke�<���� t3+04 _ V �,��ER ♦
�`�'`j � i 4+04 - c
4 �r�ti4s��� '_ xs�1„�y — —i—— — --F — —� _�_ i __��1_ LINE is+ ��r"'
_ �„ W � ��
1 �� �-F�i e. sS; r.�
��;/^�t'x'"� k d .�y. �„t��� �� �n £ m - �
�. ^,`�,xf R� �}�^.��>��i —
�.�`.���� ,������'�w� .J �� �. ` �
� f���4`�zr �d���,���'1� = 3a�'tl �4"
�r7��''�i' �u}���j��}� � �V� ��s'
�'���� a �������� H
1 �����'��� � p w� ¢�
j x,�� ��
...... �`Y�'�y���� '��.�. n w�
��.� ��'d'� �� � \�_. No Z�
_- , i
�` � .' = .. t ... N� '.� —
���� �sr, - � `t�i ��� . �� M ?..
?. _..._.--. � a� xstt �. �
�� � r �� t� z� ET3GE OF��PAVEMENT z m � � �
'.: � r'{ijti.lzr� 'rf t .: yir +tii�ir��l � : �l��i >ty�� f� �o�i � a.
�
it��l �#1 E i �i +t)if��fk t'sits:it�i��li��£ 5 � )
�.: f 3 st at�;i�tr tyt��.i�}r,, r iiJ �s Sti��'¢t tr t� �rr �
5 r s r . �o o a�
�14;h}s,t,{�#y� t r' �t 11�t� ?�fr�" ��t 7; � t
� f �f �r
i� r - )
� �' ss{�r4i r;I i � Z
4 tt s :P`,Ir 7} �tt� W
� �
`�. jF r�rt�����r ��Jtt7 f't
i �ttttft<i5t�� zrptl�if �' /n� �
�. °�t71 t��t`. ti7�s�1 f •� �
�. + sl����� } {,1 tj. �.
� �i i� �t��()t J,, �r��� t,'� �it���{� �� �'
} � #1 4 j f;t i7 }J} 1��f Sf Q W
itf: rtI i ry i �
tz�tt r;1S �f tY ttt� .F1`��rkrrl7 � � W�/ �
" ) s} �t y t�';t £�sf��t� }�y� S � z i �31 t�r�r�ir7j t . Li. (�.
zt �t�? t F�i1�l 3 t; ,�i.z � t x � t� t t:�i� t ; t.t�
t re;,� �`t��i 14ti. t } k if jic�„ � if s trj}� �L �.
�xwl, ���{ � 7 r 3�� ��1�fi�� �, o� o
F� }���� i�1 jt4 it �
{� I){i tt
4 �jJ f!t{5 � �
r t �t,
i It,rtr�7s}, t}se4t.
ttl #r f�� 4��}� ?
t{�#$�t t il }i�i+' �(J (�
t ' I S��t sl 3�'jf't:
it}t� �. fj4 ijf� }trt1t13itt ��f� :M�.
tt � t 4 I F�`} ! {r� }7 #i}Y���, ,..
�fst,t�� t r 5tti�fr s �
� �t �rY� ��#r t 7 5� 1s��',b �tr� }s}}t�
�� . .. jt {rt Yh ilt�3�s t #� ittt �� r 1 " ��Q..
: ...:.: .._ ... !; S r rt' �,�t� i s . �� ,.}. tr i I 1}{''f�
�_ '
_. . ._:., ..,t � � � r,� t`�, rl��y y 4a�. 4i
�� - � CHUR `��� ` �� � ',�� � a
_ _ _ - - _ _�..
, fi
t
� �-_ �r � �� -_ . ___ �,_� - ---�-- ���rt,��� ,;��,aa -- ��';��'� w___ _- ___ __w
� _. . _ -__ --=- a, �.�� ,rt� ` , — - — ._
� �
' _ � = � �-- _ -� �r��z = = _ _ � _ � -
o �
�' ������' , ���t��� � � �
£ t� o
(� QO '. �`;�sp{�rt� 'set�,��ark,��z'v��:ua, r .Z� r=
� ifs�.;,txt��i,� �.+�r�;`�ft��i``£S3a'�":�k3c• V U � � l�
(� � �� _ 1$+Op �C1� LINE 17+00 18+OD �a`r'�$�i�r�r t �` �`�����c��+e���� � 2D+00 V v �
Z —I — — —--E— — — —F: — —��*t��r,��5��F��� ���r,� _ �_ _ 'C1' �INE _ W
.J f'�'�i�''�{��r��. s`£�i�i�}Sf}srt�l�s�� � �_ _�. Z .Q M. Q .�.. .
= la����'�,f�g i ��a?'k� *�'st���k`Fr� J � K7 Z
t� '�etx ue�.�� m
� � +'��'i��''� )�'fYt�'°rE�a,.��',K;s
Q ,��4'�� ���'�'�s F�f�`���� � �� � .�� �
a �� € ��
� � s�f�4 t j� t� z ti�t :
Q y Y
'� ru��a�.���,,,.� �g �d W� � �
�
W O U
EOGE OF PAVEMENT Q a �
J �
a =
W ^ U
� o
N
0
2
m
O
A-33046
ORIGINAL SCALE:
REDUCED �" = Z�'
PLANS DATE: AUC 2023
SHEET 6 OF 26
WN
_
U
Z
Z w
¢
0
W^
J
Q
U
N
J
Q
z0 Z
C� i
� �
O �
0
0
w
K
� CHURN CREEK ROAD =
_- - - _ _ _ _ _ ,_ _ � >
.:
- - - -
� � � � �,� � _�,���;�_�� � �_ __ �_ __ _ _ m � �
N ' ' - _ : 1z.�St�s�i 2'S�}i�'���.r�Uz�w'�y�`x^s; . - . _ . . � ..:. _ _. _
� r.�6t+ '�.is a ��c�,K�+,v7 r^cPtv���''�r ` - r .K
..r �'����rs��t:�t¢'"S"�� ��i`'k'��..��.�s�tt�'�i'�?� - � ' - .� , . m.� �� ��
���� �����ztr�a�,��� t:�����s���s��� �� � �� w w �
�V � y��F��,r ����� ry��?��ya,� � � p� o o �v
W , _ _.21+00 �— — 'C1' �LINE � 22+00 , ������k`''���` �_ 23+00 ������,����az �. — — 2a+00� O ��� * —
Z —F-- i —^—� �����nryr�—'^— —� �—"�`��arr�4���' --t_._ —�—�—— — �h ,.. �_25��.. LiNE � �� `'�s"
7'zx s�,�t c���t'r ",�i„„;v..�1t "----.....,,.., . �� � N .�� �'� .
"',--+�-."" 26+ !LI � � > �
�"� :�������t��� � �r�``�'��� '-_____,•—�..
�Z� ���;;���� ;�'�.�{,�,_ �a` �a
:�. +,,��F�{�„��' r'zt"�s�'"''tSa '� ((( z
Q � t � i�{ � ���3s��.d..*�y'
.� t�y����t irJst� tt. �
�F: t 4# j�;f {},•. �'���� ..� �
U �
�� £f� � EDGE��OF PAVEMENT�� � o z��
".t{ i a l C� N. • ; �.
�� #j S t 7 !^� �m � Z��
j t t
` �t 1 �
{7 3�{7�ftkS{ t t � 1 3� 4: 2}ki j : L7t �� � � W.
lJ
��1s7 f� k t 7 � rtrt}x�t;�tl�tr t s4� rr t �tj�fil
0 o a
w.�i $' .��r tt� rf,ir s� � ti..z{ ' �r t � �
�t rS S �� i sX i t�t �t �t �� :s �
7�Y �i}�it fi��f{ tJt}r1��4t �rr„l,> �� {t
t;k�, r.,,�v,},t 4 1 t f'���d�t�"� 'I( j,�t
�� t��J� t �t t t �� �
i}�7j���r � )4�tu{�tt. Q� �
r��1 S�{��`� 4� �}i�tr. �. iW�
�sii t{J` �'r (4c}t. h/. \i: ' G
t t�t� i $ Lir ` ..� } `,
! �7 fi 7 �{C tr' } � t�� N
{It}Y }r } 4 £ii;11t � �� i �� 1 ` v �
tl,��z i tf�at�� � m� � �� i
��,,���� t��1 �#s,r�,�'�� ,� �t z� , � � 4 ''t p� a
3 C��t 4 ?Si �zl Yr� s�7s Q�' ' ....� W
j �i7}5 , t j#ti�{Pkl ft }i}�S V ./ i �.
�?,f�si�� } � 7 a s��` t S t{t� t t �� t�a{� t tf . �
t�l tifti,{�t t �tx� ttt.� 1.tr 2 u�ktyF14��4t7� t� �� �
7 t�i . { tt 1 4tr„=� 2 �t(f�4 t rsi }s I t % �/
t �34 k�i �i tt� it, ' s � S� irk ... z y , :. �L i
i <�.fi���s2r,� t s� i 1 f�,i.f �t, 1 Jt�`ir Jt,. F.'
k'1,s 4,� ; � � =, � ; �REPLACE TRAFFIC �LOOPS O �
� ' i O
� ��� ��� t i�{C�� _... �i�`�,�'�
� K R �� ��z� , F�,,�
CHURN CR -- �����}_ � ������� � �� � - --- _ __ ��' �'
_ _ � ��� ��� yj� ����
t��. ���r ����„ ��v �c„��
:_ � _ �,z������v'i,���`�7'����Is s«��sY��+�� "� �. - �M
- �E f(4t�i'i'��a ����:} 1,�. aY�£�,, �i's'�� _ �J.
�t�u�L2�.,P�'r �,:�,p�, ��;k`�x�'�s'��x��',� �t�!-��`�?, `�,.'"" ��W�.
_ �:, . - ''�"�����`�`� Y���� ' �.t3�r.��s���',rr' y�i�4x{`��*t
-�- : � � �..x r�sc9�Js�� f,�{s �. ,�',�`''��r�f�;"�" �r��`��;�`t"� .
.,��.-• .,..;= ���i=s i3�i�y�;d.� ��i f {5 .: ��'.e�"�;rh��( t s . � _ �:. ��.
, - ' ��'��i�i'.�i��'a���' �'t'�,��Ya'v�� � �� �na:�r�s��,�y . �`y���'�=' '� �.
.. �LL$ lb'� �.�/L't � �i'``K :,,%'Q . N
�._ " ,.�— ��{�Y���' �'����r��ex���"}�3 "} '����` �t �Cl� �INE ...o
—
a,�` c�z dc�ad�, fl�y �"�,�'' �"��„ ..' �__E_^
a � r <z� �;�"�f='� � � �.
s
� ��,� ._�����•""--�---"' ���'��s�"�"""'�� ��e*` �"�----,..�... 1.""-�..... ,,,, z
",�—,—. d
28+40 .,,...---""'--"""""""}.. i�3�1����r s t vI�s���s�. 3t 9� U1 O
.........'"'--X� r�r�f�r�t �s�r������',€s Z a tV
.. . ' " � ..- �x��,r�at� . f�,t '�f:, x';�,+�r�r .
� U � _
, �����n,� �;��,� a������,F,��
� AN�i
..,� ..,.:�. l �;'`�,�4`�'��;t {s���a'��rt���`��'��.�,�t`��i�., .�Q N: a ���.
�.- � � € t�r ,�1 1��t�s��� ey m
' ,�� 2��,pp�'�'� ���a�r���"' ��,��`r",���`�'�" ��� tl.
�. ' � > ��r tr �'�i��t't'�'�T � N� ��
�� tr}t
� � � �' v� %{ 4�t ks rt ��� { k��htt;t,,t�tl �tsfi. �' �� - -'� -- - (� � l�
"
N � �C'� REPLACE TRAFFIC LO���+'I � r i�{t}�t tt �,,,<<a� � ..` -' � U� � �
��;�.. tt,§,,,�,��,����� � � �W
� W O v
� �',. ( U � z�
Z °° ' � IY `, " '' <C ���- �
�s � ' a =
2� t� �,: i,� , W � v
u ,� ; �
Z ,�� I� N
�� EDGE OF PAVEMENT -) t Z
fl� ',' o
_ � :. ;
_
,?r, A-33047
ORIGINAL SCALE:
REDUCED �" = 20'
PLANS DAiE: AUC 2023
SHEEf 7 OF 26 �
WN
2
V
Z
Z W
_ q
O
W�
Q
U
�
�/ J
L{. a
U
� �� �
Z o 0
0
O �
� o
� — �
� z � � � �
t t}ir�s t ij £��� t s��ti 4���i1� �. � .m �.�� �
� � �z ��� EOGE OF PA�EMENT��� �� �o m m�
�zz�y���tYil�.�7 a �kl ��r tI i��t I � + �z�� �Z z o
C�HURN CREEK R �, # r� ,°`'' ������''���� � �`�� �"� �
� �� ���,���� r rr �' w � �W z
--- i 4 �'}� st�� �o o� c.�
�`�k?�i'3�,�rs� _'`���,�v�'Z'�.A N
r7�a�t x���`�{ �. ����''�i����C � �V. ����NEER *
io 0o ii+�o 'C2' UNE a"����s����` i2+qp '��?��'�� y°'
— i ——f— — — --�'— ���� �_ _ ���z�'� . _ �s+oo '�a+oa _C2' uNE is+oo W �*�i ��
—+����' �I- k�����r, _--1=_ �—�— — 1— — —� __�_ '_ Z �� m s 's
y�rk��c'�z�.i� ������;� J �` � "tt
�� � � �� ���4 ta"'��n'l �a}t� �.0 � :
.__._____ . . s .
DWY DWY - DWl' i DWY t r4 t� �� � '��Z�fi`��y�� � �: ; � �. ay��.r 5�
'" \ �,�,\ „n �ae �f
� r
�
' ' � a � � �t� ������� � DWY DWY DWY !--
.\ i. .` i. \ ' t�{; y f 1� `_"_
�: • �,'.� 7 $$ +
';� �. � � "�.. ..- i 1 � . z
t,e" Q
�3 �� ' ,
`:; '� i �. t. � �_. y tr y �, t . .c"�v w
� _ 1 i ` ;�{�t't4 �' EDGE �OF PAV�M�NT� , � � �o .t z
� _, �� �' x�r'�� �� � � �
�
, �y� m. �"�� w
�.� ��ty�� zti � a
�, t �t 5 �� � � �
CITY LIMIT BOUNdAf2Y titi �ffY..t��i��''��r� f t r � k}f k�t7 is{t�S'��rt •� ��� �. w
,�t �{ r; 3 �:}kt fjs t l 1 1 t � � � �
>�j. t ta
_�--��_ �Szt ��r tri ji t a7 1 �.'. 15} L fU �f�} � 7 ��� f'� ,� � o. � �
_'_..._.v.
�— �t fs rt �F .is }rt� i�t� r�}1#s �.ft� {74 .
� s i k s:t j#s a�r �,k t{c i as i,<'''t t c S I
�__.—_..—�.__-• I � .f t ��,c,r.�, ��_ ,j`k�tzt'i�tr ��� . } t{� ...... . .... ........ ... . . . ..
�,t � �.__,�—__.._..____�______��—�:— .__._._._.___._.�..__.�.. (
.I I ! � ... . _---..r_.� > >t�t;� �r'i�Jr i I 5701 1 [—'---`— 1 Z
( �—�---------�--'
��---_---- i --_— --�__ �-- }, t I I 5717 i
� 5605 � r � 7 5631 15.� #s� 1 E��k{ 4 I CHURN CREEK RD � �� �5735 �W�
5623 � �, 1` t� z t I �(� CHURN CRE�K� RD�
I �CHURN CREEK �{2D�� �� j CHURN CREEK�� RD� � �I CHURN CREEK s��} a� ! }��1i1 r� I� � ; � � �� CHURN� CREEK �RD
�. ( �� a t f if��r � r't �t i.. I� 1. �r ��
� ! I 7 �� �jp iS' I i I �� � � � �
I t � N
t S . { y�� t, . . � . Li.
i �t}?i 1� ��t
k �
( ii��ti� � lti.�rti.r 3 tt' Q�
�tt { �trtjl� yr�+ i s � � W
�� �`�t ���s � i 5 fi �iy$�17
� i :si5 't t ����t� � �
�;,�. �`tl s rtr ii r � t� r ar r t t . �
j� }J{x�o t � s ity£���� �'t � ut�; F{ >
� (tt;��ts�tt5ti t���1�{f�i �tr.�`#� 2 �t(1f�� i} ..r�r�ii}��4ff� t�} �
{¢S i+f 7 i tt it t },��#t�'" s l f i i f�,�1`,7 � t lJt t t � ��
,,Fs�.r,.,,.ir. i if o7 � I�i �t
2 >�� 4 1 i� O . 'V
f�fkit�{(i�,' � �tfF4
t j� 7 4 S� �
2 1� i7/ �s �
0 f �i t l�t�� '�f�E t� � �
1A t 7 Yf�jr7 �x� c� �t�{s u
� � EDGE OF,r�����ENT ,
�' CHURN CREEK 1������ }�t�`�° '!j`�;� ��f.`
t{ , o =
.N I� {{}.,s t,�j'� 5�}i� 'li /�
�� :: 4.��t tj ; kF�f,� t y f >. !�.
i k ,,rt 1 1 }f{ '`` 1{C : . (�(. a..
.. _,��TS�,�t'r''`��; �. �t s?(�,y'?�r�"�f,;� u( �v�`a5+uS?�ts �.. £tt"�yj t �:
"� �� ���i s r�`���� �r�`t���<�F����a�e �ui�v�;�
� t N
.W : ..&✓��3�,W«� r��,�ii,�3�y^'S!�'y s�:k�r r'��?�'�s;';tftSsr : ��yt�y.�b`;�' : ...n'
ts+0o � ���� ����, � 20+00 'C2' I.WE
Z _.�_— C2 LWE } 17+00 — — — _ i6+00 ` ��s�r���f� �����w' j t�J+Q4 �iat��`'t�� f — —--{---" _,_ — ' 2 (,� �
J — �—^— i —}—, _ )— '�.� ^� "���a � W �
Z `'��`����'���' x �� Z z
� $�ti�����`�� �������°��' � Z �
h.,�� {',,,,�,�,��, ��4 t"�i ��`&�f�Y� S .s �— .
Q ' � � iY 1`13'�d,�' }3 f 'v`�+`��'a.� .. � I U . �U �0 �_ �
�� (`�: !f 1 Sft -{ t c�
t s. �
i s I s4 ttt7��t�t} �..�'`�,'� �WY Q . �Q � z � .
� �
��,� � „t, r, , � t,L N �� p
� � �� �i tGic�i f { ll r��t t�', �' � �� �m �
,.<
i �� , �� `
s J �r r,�t § �l tS��r� t � � n1 �p
, w Eb�� �� PAVEk1���'� y ,' rtf� �
' tn U
i � ' •' ?f rit t !{ 4 r��t t<7! ft�y�{it. } �'
�-- � � t t ��ilfi 3 3t{� Sls t�,s..�� �,f.�___�_�'_—, .. ... . /� � �W .
� ��_._. . �i
'__.._...�. —_.._��,_I C_�,.�„_.. � F �'s .;t�`7,rt,f .�,..._ �_� �. � � .
� �--- --=-- -, I 5785 I W r----'------ "---- i I � d'
�
� 1 5751 � i CHURN CREEK RD I � I DEBBIESW � 7 I U � Z
� ; CHURN CREEK RD � ( I
. � i � 1 Q' d j
J =
�. V
W ^
� �
N
O
Z
ID
O
A-33048
ORIGINAL $CALE:
REDUCED �' = z�'
PLANS � DATE: AUC 2023
SHEEi 8 OF 26
�N
W W
� _
Q U
Z
_
' ? o
O �
o �-- � �
� EOGE OF PAVEMENT V a �
� � O
a �,
N CHURN CREEK ROAD N �� <
� o 0
� �y o
W I (� o
Z pp 22+4D �C2� UNE ' 23+00 ' W �
—� —+--— ^—{--^ —=—;—— — I— — _i 24 Z Z
(�,y ���. � �,��.�:`��"S�,i�r rr„, --� r
F— �at�
�?���s�����' �,g�i���Z��y � Z m
�,��"�,�`c�s�¢���"��1���y��F,��,n�� � �� Z o 0
Q �. `XY 3,5 ��44 £ �t Y y W
'�i.'� ts�l,%trrt~r �{"j,�s..•,»` DWY s�,`i;`�zti"��rti DWY ' : � °1�.�.,.��w.
;fr; trtri i �i tt�tra� �i. ! .� o o V�
4 ��i t � � �, t r z t� �
t y s tr � i t � } , -
:
.. : � � �N��M£ER *
;4y Jti�`jjj$"$`� $,�i�`t��s r, EDGE OF PAVEMENT ��``°� ��
t ' � � � s $
<t `{t �i t �'t�s �� ��
,; � } �
��lt�7t ,ti,rl s
T
�$�i �){.. �j �f Y .i
7'�f�j2,. , tt t,t.'tt!{ °sy�'�frr ....�<
4 ti ii 3e #
l;t�r i 1�>�
k4 �
jif; �1. { f,'jt Y
�}; a
„ ��t �.
J :_:...�....... M W
��tti�4� ... .O Z
Y t t t 7 . Y �\ ;� C7
}f{J m � Z
`,ffi,t� r�:ti� o. �w � w
��tiat��:t � z. .� �
s� )� 1 ir t�t i +'t Co� w
�� ( %f;t�l���'�titzt` ir t i�i2.�'��ti" ir �t�##$4xr�j��� t�£ t��F �
t i, s t i � ,,. , k t tt �4
1 {fii�tti}7 tl���tti�j #.„�1.7�� � t�� � i�r,i�i "�!$ t� t:
w � p
0 o a
�� �Sx2�f<t�,..s,ii �s l r � s��t}s��l:.�,,.i.�� �ij F)r�.'r
, � � �t{ �}it�k.� � j ;. i
�. „�,ai£.�r�+ty�'�'� f'i�}"4� �
� s,i � t�� ti ti� Z
l W
� ��^ '� ��t{#�' ��4 �t
� t� ��
� � �G�t`��,f' � �s k
�(J ��7t y �S�tt��� � ��
ilt� ,s �r Z
�... �P t'�t�`} ��`��� it. ��C
O s j .� t1� t�tt�, ir� �it���.� � � �
} i r sit s t r: j t t ir
1 1a r � iy7 }J� S s Q. W
N. )'���}���� {? t�F.i'ii � F1`��rkirl� ; � (j,� ��
�1 : rlt 1��}3��}a tj l�{r'7t S 3i � E� t 7� iz�7 �fs t fllzj . �
U .. i �� Ce� � �:�vi����{ � .
��. ��. .,. f,' t# r � z
� . )�. � �t r� { � tt� i y j, 7� � � �Y
� '{ r�ttti�,� i� �ste�i{t' 3t{
W � ,,. �_C2' UNE 25+0a �� � �,�,,,..� f t�t {{€��r" �� 4 r � ��
Z '. ��'—'�' --—•-._,._„�,�„ , th �j �,'�fiz r �.. � �0
�" 26 r� t`�z ,r� t+r� s N �j
� ' "" �"�`".`"'� *��..,_���� .. q��prr �t{t l, �'ii� �t�.
�"� 'k��*�t�I1s�5���� tf��s�tstl � � �
F— `"�`'^`^-.�r,r���� ���� � ,� t � � J
Q ������,��� ,�� r���� �' '� #'�'.,� m
� �`""-��"`-�.,^� s��x �� }b��;'�t "��` .. �aGh i� t}��N �+rf' 4 s tyP =
} �?,� ,�qA3�+�,�� „� �� ��fy"��'' �� t 1 .
� �
,s Ii t�sir 1 �'����`�'�' � x,��'�',� z
�F � ' '��J s�'k�� i� � �`� i/���� t
e
t'����t �, ��?l��,�l�* 1` �. ��54� �+� ``O o
�s
,� � � �����` �o rn �
���r � _
��$�'���� t t�4�. .V.
Pk v� O
V;;t,��� ' . # t� ��{�{ d . Z Q
I 4 F-
�d ��G� \ ��P��y�} � I?tv`"�y .� T .
EDGE OF PAVEMENT x�'S`'� {�`� ��� ��'�`� '�'�`}�� V � �
47 t �.E �S "t5S fs �F�;`{+`� � � W � .
� Y¢���r���s \ � �
r ��t� ��E� x � N
7 z z '�{y , }..�t� � �� O
i 4�r� t �' C �� y
� ,f x
}jlt {itr 1��1
t, s� �,�..,t ��9 � �^ �t�, �
�,1'��}�ri t tij[Sf {{t�}�ts�� �\�Qp . (,+. r� �
����Et}�1 3tz�:r t�}}s� ��`i�i,,>�,.t� � � � � (.�. ��.
� ! t��z� ;t i.,s�t . � W
+�-���v��r��� � , �C��, �: � W
�/�� �j,�� �� (,�.
� Q !L =
. � �
� U
W ^
; � � �
?$ . �
,9 0
z
m
0
•-_ <
A-33049
CITY LIMIT BOUNOARY �,
-. ORIGINAL SCALE:
� REDUCED �' = 20'
�����z. P LA N S DATE: AUG 2023�
SHEET 9 QF Z6 �
wN
_
U
Z
Z a
— o
W�
J
Q
U
�
J
Q
ZO 2
U' $
� �
O �
¢
EDGE OF PAYEMENT g
�
AIRPORT ROAD =
, IS�+Y'i t4� � t , . _ .
m O �
..:. .:___. � ��,,��.'�'ra� A.�`�'1�,�3 r�Y — . . _ : _ _ . .. . _ _ o m.�— �
� b�i� 'z��i�`s q ,�` �k ��z rtg, O� w m �v�
a� u s ��c�s�'�;������f��w�"�r5`��r��#��� 4A z � Z a �
�k� �.k `� X��`�'�c � �W j �
r���� ����"s�� `""��r'�s������ut� �' N `" a
10 00 �������`���� ��+`#��� �
�� .�tf�� w�i— �e..�,a�
— — —�—�i�. _,,,,�r�� 'A' I.iNE ' t�'�'�r'yY''" tf��g'���r�; �... . ... e— o 0 0
^---I-- f�'h�`�k � 13+40 Q ��we tr
����};������ { =`����� —---f-- —--�—i- _ �a+�oo .A' LINE � _ y5+oo W ���R ��
��
—
- ����Z��f�% ��`����a; — -�_� Z �� n _�
r�r k� �r�����r
J �r� '�
r}i s s, r �5���� �_
Ttyt543jJ{ t ii.1� �. � _ ..
tt Z t �� �� ��r��n�#�z`
� i���t t�' �� �1�1���v� Q
tS.� { 5„ �t r,x r r,
� .� t ,y t.,�'� �..,,�,�r.�
�i , `�r.�...'�r. . .-. .�r.. . �
r;tsz�f`�asr`� EOGE OF PAVEMENT C o z
i t cv i
i —
t t
{ft tj�t Ety". o � � w
1 7�i�t y �r
c.i� , rt� tls r 5 t i � k}! s 5 1 t��'it �: v: .w �
Yt�� G�s ! l k t sj:t tt t t t 1 4 i
v,k�`t��}t �S� y � � c t:t�1t tr�'r ,ztf� t
i
�r � �y $i5t��s �.��}{�i�ti,j�«�� t �tiJi��, t�ik 1. i4> Ry {s 0. o a
����D;S t y� 1 t x� 4 jt s �f s,,.,� }
s�h.i,tu a.�?.. } s r t t ts�s' 4 t� S
t 3'13�i� 7 d' #t�' ( ���
>4�{' t,7 11� i t ,�
iitf�� t.�., �ijtx�£4 ��
�r� ���, { it �<
i's'a j,,,�.� .r �l{t � .�
i �d �rr {�ttd-..
{ �.Y }� t tt� �
0 t�) t t t. i k'{1,tl�j � .Q
�g � � $ tt � �a
� �,f
.� ��s Ir��'}�{ j1f t x i�{��x'� y�f } 3: � �.
�� kl %r , `��' s , f�� ;'�$f7 Q � ��IJ
�1 �,}�{ � t t �i��F t t �l'��t�ar' t t f W 0
,
.Z i� ..� � b"iz�'�t frtti� ��trt��it� ltri x{i ��t 2 utit Fi4� t v �
.� i � � { t s x� t�t�s{2i;��"� 2 �t(lf�'i i t�r�i }yt4f7� t�} �
� . : � t y � " �} ..
t � £� {�tt<s t
�� ' i�^� �}���45+,�} � i'f qi{�,�,1� � � ty�tit tJt,. �. .Y
i � s 7 .,
it t ( ( � �� 14 � � Li.
Z tt St 1 . a� 4� �. .� "
� t i � k t�j� t}� �i�y�� jj.
� )r; ` :; 2 t1��1 i37/ � ��s
Z ' 4 �i�i �IE�4� � �i�E t�5� .
� �/l� � }tft�r It� �),�� ��i�t tt � V . �
t } r; 1
/ �,�ttl�l4frS}t i} t {}{r tt4tf t i . J
{` � � � S ��:�t z �tti i }7 #f)
�' �,�s��t'�� if ?i1� y7 itt �2° � � t}z`,
� � � } m
,= ���
� � .
�
�
, ,
tz ,
r
� �.�
d
;. ;.
� � �,t � t �
AIRP t OAD
..... t ,� . - � ;- �-� ,� "�f,w, }''�Ift,�,..: :�1�t�� r{,/�� t.:.._
�... ,
����� �
-' __ - _ ..._._.
� ��r�� ��jfi�"'�'�'":z y.�^,Y�-`���k'�a�-tt,� . . pr�'�,'' � ....� .
+ �.rr ��"���Yb�y��s����,�`���"� s=���d�`7 � �
.e,}a t�,2.,..:_ �r���;����,c`r' . r o .
� ��n���� e N � Z
�"'�is'�� r��u'���
Q ��,'v����„�° :���,s�r���'���r;ta, � �Q. . z. o
W �s+oo 'A' IN »+oo �e+oo �;,����,��. ���������'������'�{.��;, zr+ W o
Z — =---�--I— —� E --i —-f— — — — —--I-— — �- _ i9+oo ������� � �����f���,w,� 20+� _ 'A' LINE _ _,� Z V =
,� � ��.`�''��t}a`�'�?��° ,:",��'tx. J LaL N o
_ �;��-rt���}"�.����?�''��'��'�"�`�'" . _�. �. Q �m e-
V � ���fi��,������,��,�������,� V = N 0
H ����y ��«������;'������ F— �
Q ���`����„�� ���`�a���i���'` �4� t� F—
�
� i ��������'���������t. �-s Q W O
� a
_ W O �
v � a
�� Q a
� „
��, ,��, ,��� EDGE OF PAVEMENT ��- �
,„ W
/y �
1.{. N
�
O
Z
� m
O
A-33050
ORIGINAI SCALE:
REDUCED �' = 20'
PLANS DATE: AUG 2023
. SHEET 10 Of 26
WN
_
U
Z
Z w
a
W,— �
J
Q
� �_ _ � _ ; . �. - __ _ _ _, AIRPCIRT R�AD �� a� � �
+ .F zo z
r
N N � a�
a ; , o 0
W oa z2+oo _ _ 2�+na _ _ 2a+oo _ ct �
'A' UNE {- I --{— ——�—— o
Z — -�+---�- —4--- — Z �
J . z
_ ' � ��, = m
� (1 Y( �{ f tt t c �y '!, y-O. �
� tt�tff Yk1 4 2 Yi jf33it7}Y � .W m m� 1�
� t��� i�H�kti`tiit t l{3��� t;�t�z i ri i$fS)2�t�r
;tt�i t 11 I I�.,� �`�: �1 r;�tlf .� ��� z z. �
3
��`. o� o"i� .. c�
F , j{' ,t� EDG6 t��� MENT
,;f�� ,t.� ��i
� t � s
i E��NEEH ;
��4§t�tt s{�t,� t f �, �w
t y S i t r�,` it� j st �. ��
z'; ���
=F� it�t� �4f�L�ftt '^ � — > �
�' f�� a, w� '
j ;s li¢t ats< �. � �
il��st sylit{�� tik����t�� .
�( { , l�f 51}i l� "�r�ae�� Sti�W.
�Jt t<a l iiS ..
�ffs 3�{�t �� t
�'tt s};at °it
�kt s!
in w
} t N W
lj J3
. t J } �� � � �.
i {�Ii m M W
tt�ftt�t�it�a t
t��,t�} �'�' m. � �
� k��"'i3#t�1 � y s t�� . 1� �yYi s��� ��. �. O..
l.tft�� ���ii rfJ+ 1 t i' is}��iit tzJ i�r s{ �
EOG�. OF PAV�MENT�.. su i�f���£-r�s#}t 4; �i�t i,3i«��� �} ii�� .i�}���1{tti z x 1 f i t t � o o .. a
t{t zti f s � �
�CI ti ,�nl�i,�.,�,,s,t' ..t It t ���f{ t�.r.. � !�.>
�� tit{i��t� r t "' ) t} � �"'
+ � �� �� �ti� � W
_� �=�:�r,f�,ri���` AIRPORT f2����t �� �� � �
a 1,<,:�� ��� a � t-r
. t� ,�� y� �
�LL� xi�'rt �� Z Q
„
s , � z � a
z , {r � ,
�� '{,, , � { � , w
� t�� } �� � �� � � ��o
¢.. p
9 il} ti�} t yJ t r � 1�7� I7 �t�i tttrix � � �LL �(�.
� 1� '� t���ir � �t 1r}t{,s�� }(t t ( S� t 3 {�� I tt `. �""
g' �1 li(�ti�i1jt��:,�'�c„-' i1�t� ttz { Yt � ' � �t�,��tlt� � ��� Q
� 7 �i ��1� ' t t.,. � � �» � �� ��.
v'm h„�,r,r. � I r .�, �{i r�,f� � :�.
k { t{j f4�r' i Qt�
EDGE� OF PAVEMENT i j��t���}7 ����ittty ' ` �. �
j�,}x} t}�(;�i`S. t�{4x k r ~
�s4 It � �i �t�{ �J�jit: �Z/� ��� �� � ���
t s r tts s V. ��.
a�� y 4 S l� ky:$I 43�� jJ ���
{1}>i��r�j rt�y� r�#?f�j t,' r�t� . J� ` :m�.
{ � s�l �tt t ; �t r�,
sz.�l tt t)3 r t�tt} 1�" y2 t r Ya� .(�.. "�.
} 7tilf /j $}ti� �. ki J 11f} (f
1�Y tsi a st t : h iG y�ti�,,
i { tt j §: { ? ; '
., � �� # � ,•, `ti 3 � i�7 }�' .
t � t.
r 1 � r tr
�c� s�r�t� � @��#ty lf �.. y� I 7r3 r f� tF
N
f s# t1 r r� r� r t�, 1 t c �� 1 0
iz t � �p t i Crt�yt z t �
. t i ��t} st7 7tr,.� �ifr��I �}t� v�i
7��� �
�„�,Y ��iSt,t,t3�.s.}:,<��� j'j`t {{1 i.
i�`y� �trr .
k 1 }L}�f /� Z
tr{��} if�., 1 t�4. V
i �
�i j{ „ y }t� �,.t�i?4,,. � �
t,.tx lby�z ¢ti t t7si �i �5
2 y t i 4 1 t�'''.``� �� �—
EDGE OF PAVEMENT � � � '����� ���
����d �ia t dia4;�tt7 {t�{,�u t„` �Q' � z
�tl � �$ £ �4;YtF�Jt51 �LL N .�
.��. ��� s r rr ii4r`;�fl �$�r�,<,t+��`� O �� � �m N � .
E 1't ��1 I�J7}E' � �0 �
+ � � �, �� �� �
��,, �AIRPt)RT RCfAD � t'�, ��� , 1 ;�j�f�,��x��� �v� f-
� � , � �z, , �� �� rzs���
�z Jr s ,s ��s 4�.r,k M � � �
�� m r,
Q t '
, t �Q � W �
W t� s�,.,,t�.
+ ���,r:,_� � W � �
Z V a, q
z Qa
_ = J
a
w �
0
a a � �
� , �
EDGE OF PAVEMENT z
m
0
�i
A-33051
ORIGINAI SCAIE:
REDUCED �" = 20'
PLANS oare: nuc zoz3
SHEET 11 OF 26 �
W�
S
U
2
Z w
— a
0
W�
EDGE 0�' PAVEMENT a
U
�
0 Q �
M AIRPORT R4AD M �� Q
Q ,. , . , + � o �
W w �
� Z Z
� w
_ = m o 0
� . ; �i ���ri7l t t {�� f ii4 �fl s 7 � o m m v� �
�� atitt}�tp ��!tr�'s sly�pt��{�5 s;titi7� � ��� � �v�wi 3 Z o
�� �.s7 ktfil i�tr����,� ' � i i',t��i t���St�t Q o� o�' c�.
fDGE OF PAVEMENT 1 x, '�t�'t� '�'{� ��' ��
rt;'(� .:,si��'w ij 1�J�: tr ��a+ce" ♦
f � ;7 �'�
�atitS(.�+}s �7�t�t{ . �T�t � �� .
�t�F js4 J�l;� f rrtyil ' S o
ti ri yi 4` r�t � t7�t��, ���� ` �
t�tttr r ',tJ t , � � N
; � s`�il °a"�vn
ft�r �{�t� t+�)i;t; � �`S�aau *z
!t pt,,'t1���, �j�ri ir,'
Sk�i� i2t. �'�
�it IS n. i,�i�.
4 o Z
3{�f�j{�5 .� � �� �.�
ttt�}�(s:� ,�,,.. � .� \ . �—
Sy,lt � �,
� 1; �Ft �� 's . r r t �z m w
� � �•j illi jt��kt � sj:tk}! i s��ti2it�.fzss � � .� W ..� ��.
`� ,�ii,tt 7i� �t ytY4 a� is L� titk.; t�} rtt tl srti o o a�.
EDGE.�C�F PAVEMENT � �i��f tia�i:.",jv�<i$,�It;7��I,. r j� �I7't ����fi't,�',i i z'� �t� t!{>
s
.� � fi}{��{t{ � t�"� �tJ� } �"�
O i i�t r` � }i ` � �L
t ls� y����,.< r;t t tn� W
"' �= rf 5]�` AIRPORT Rt�;'� `{ � �
� t �
�� S;l i i .A �), � � �
�� L� L . �
L,z £
t { Q
W 4 + � t� � �
�Z e � 4,a,� Z� �. �.
� W �
J Sn,` +� l `Si { k� J
�� t � ta1 Y 1 t.s Z
"i { )t ftJ;t{�,� f f$ti l;l,,' { tir{ � � S5.5 y �l�`tt � � �.
� f t, � , � j5 s r t � r,� F— � ��
t���,� �4 ix'� �S ktF�{ tiF . sS�,Stt7r �y/
� t,�,i.J.. f tts�� i��h. i£itf�J �4 �� LL
, 17;r� ., ��7 t i 4,. �i �
EDGE ��OF PAVEMENT��� ��''` �` � � � �
t „ t r� �
r x t r} {�� ta r� � F�
j i� � ��� s ��
rt�� ; 1 , 1� �(� V
. 3�7f�fi1}4���f{�� 7 4 I
tt�t �7tY� c� i t.S ;t 1 t .�.
�t� Is' }{4'sj' '�t3�a W�
t �5 t t tt4� f fI � � ' f 5 ti ,»�
f �t� 7r �7 r �� t 4�t1,' s tt�a-3,<' .
��tl�t t tt tt .,$� ��
t f s } �.f� ift � ;i�S�t��y�r'� +,k t741rt; ��
}
�z s
r
����7 � � , }�� ift}Jt t �jtttYitt# tft�t at} ��t�t�
9A�`� � I tr��5��e t 7 5� t#f }r r' �� � � 1 �
�s y
0
� iSt�1ti7�}t }t si,�dr �{�s i �.
.fi,c s�l,w,,.4... t t y `��t..
14�{ �,.� ��
tay}� �4
t (�� z
1:{J'� i ti 4� O
}t% ��2$¢{4 d. �� f�
;iitr ��� ¢ti�tt7si (yt�i., �„ a
�j�i �l s�; � 4i t�t�s�{�li.�� V �
:.E6GE. O��.f�AVEM�N7 d ta�r tt� t �i,;��t t� �;�u='` z
��O �tz` 'S � (i'I�F�t+,� ,,,
+ }t�r�tl� � � t h�<< O� �� � m r9
� � t{ Y rtlti���i����,<,t+ 0 —
��� �iRPC}RT ROAD ' ' , tt�t��1i�t�7�= r,� o� N o
t s s�� ,� ��
�� ..�^t} ;at'�71 . xj�t�a`k itilnu�,r t� � 4�?. � .�. �� �.
<•,
4 �
�� �S y��` Q� � �� �� .
w + � ; ` d � a �
J J V � a
_ = da
a � n.
� a W/�/ �
� �ii LL� N. �'
EDGE OF PAVEMENT Z
m
0
A-33052
ORIGINAI SCALE:
REDUCED �" = 20'
PLANS DATE: AUC 2023
SHEET 72 OF 26
WN
2
U
Z
Z a
— Q
W�
J
Q
� EDGE OF PAVEMENT � �
�
� � zo z
� AIRPORT ROAD °� � �
. o 0
a a �
0
w ua w
z z �
�
J J z
r s o
� � t� }4 } U� . p Yp�� �.
t tt l �{E F. Z.m � W
� r s t��t i l�t (.. ft �� �} fJrr�ll�r 3�1 . Q': �.w � � �
t �{t � yt�t {���}��� 3ly�y �i�
�� W F �W Y
t
F
'4'�' liy7 �tr r i 1�� �i�,(. � o� o ... �c�
�EDGE��OF�PAVEM�Nl' ;� ���r` `,� i4r; ,
t� � � }�} ����N£EP *
t i}11�t'�'- Sats{Y, y W
t Et t� _ff`�� ��
r 1
���s t �i� � '��ti {if�
t 3�t t �� tk� " � m _ $
��ar t ��Nt{�t� �` � �
> �
i t!a ' ��
� �ae...#-h4
t� �� j i� l: g�,�:
f t}�ttxs � )� i��,r
S�
t{t
�j{�J}d�� 2{i t}t
t F
tr i �� , ��,rrt�
1
��f5it �
t t'r ��s� N w
z� } o . z
. -
��cti#�r��7�tf. m .� ; w
jt s�j \ �
4 S$#�}yfli it kr c0
} t}t,i t s �s
;t 4 F{ f � r : k}( i: ly� 4yYits f�4s �c�i .w w
is� ��it ? j {1Yit fjt i r irt��iit t`1 s�r st EDGE �OF PAVEMENT �w a � �
„ri�� } 1 �'i�a". is L tir�:iri�!`ti 1 t` ii � �o n a
} t t t i 3� �} ti �§� t z-u t �
} j{�� �� t . }
�a r�z � b ,1 t �r t,�, t� i
�p Ez� �y..� �� ��1 i�} r 47
�+ ��t,t'����PORT RO��� �1 z
�c� ,�h��t��`� - �'°`��',. - - - _...__._ � _ - �o� W
� „� �t „�r �
Q� ���� ,fr� �, � '� ��
� ���� �� H
W � ��"��� ea+ao � OC
Z ����s� k ��� ��' ^}- ' ..�T__�__—� _ &a..� �A' �.INE 65 a Z Q
�� {
J ���� sr`�� ��t�' ���'��'�a `_"�"' W � �-
i r }t ���,a �� �'�'� '�� Z� � W
���� '�}l��f�ai t`'�.�r��f�i,t 1; �,�Ir}cS4t>. �J� W . �
�� it�l i#��i7 i� i rtryJ4��i'ir'riit � �Y�..y'��f�{r�.Nn� t�t#�t i 1
5flyt{ � � `i( i tr�jjfyrt�}� {trl�tr � s� �`"�k�lti���� ,�.
Fi v t����irt{ ��"„� � ltii} 4�t�,rtli>: � r�' F`��s� �V� �1.. � �
��. �5��'si��,.Fr,.t<t t� j tx� a� ��� ��x� �ti „ .._.. __._ . �.____ .._.. �� �
, ...__. _'_,-,-.. ..Q. n/
' , 1�
LL
_ C �
EDGE �4 r���h�EN7 ��� �� O
��1�?it+rt' � � t t _—�, __- �
� i �
45.}t}i r s t ��' 3 }��It': -- �
r { �
t{; F�} �t s{i f} ��i tE S� t� W
j ir"{ ��",y �� �i�tt��'� t� �
a c 1�.�;i,:
t r i �i t}t �}az� t�}��4�'� �zr t ;pt �
�i� t;, i r 4 � rx�,.,, tt l > Q.
;ti`Y� t�t t�# �� v i�r i tt . 4i �t�JS t`' lE i �t� .
t
{tt ys y r �s{� ttf� tx4; . i ti: ...a
��# } } {
�� ft{7 S fi t} t}� 1�t J ltft�t£$'i ' } f }{� .N.
t�u� 1,{E.,,1�„ � t��t��t i t 1:
fDGE OF PAVEMEh�;�"' t,� �
r Z
E��ztJ a �
y}St�}�E����� �l it t�< �t��. �O .
AIRPORT RC?A�D '�`` '�'�,'� `,``�`'`�r'`t� _` �� - _ _.__ __ _____ . ._ — �� �
_..... _._ t ,� 4� t
�� . __ __, _... : t, _ __ _
:��- " '__ 3 k Ii f j 4,r
_�__ ..__:._ _:.::: t t(
O _ _ _ `. w.*� '� A� rt':+�Y} .� .�V L,��(Y'7':' �W .
Q "� :�a� �`��� ' �a�'���ay f�'�..'�''�n�`�hs,�t�`e=.�f „ �� Z
.F z��'���„ �x�,����������"��a ttl� lJ. N m ,� '
tn � �y������������x���ta�S t �' � Q� �
tp � ��t�� � �i�"� �c����`�i�a�����,ti �� � N �
� +�.*��.c s„� ;�,5�`s`��,`t f r�' �f r
Q QO �C�ai:�#�,?�'�'.;a�hx'����`�;�t`��i������g�•. d. � � �
� �_— _ _� 'A' �iNe _ss+�oo _ _ _ -i._— —---f o + _ sa+oo _ ��,�����x�s�����.���'���"" —�oo i_ 'A' �it�E ��� zo�ao _ � V� W� 0 ��
� ' ,{ �_ "'��t���.,,,. ' � Q � a
�
= 2 V � 4
� a
a a a
� � � � � � � � _ _ __ _ _ - _ _ __ _ __- �
_ - , �. 1 ;: - -_ � - � - - _ �
t ;
�-. _ �
�
y = �
, �
; .,
z
� � �
, m
�
�/� ,.
; .,, �o
. �
,, ; �� , ,��
' � � � � A-33053
ORIGINA�SCALE:
REDUCED T' _ �o'
P�ANS DATE: AUC 2023
SHEET 13 OF 26
�N
W
EDGE OF PAVEMENT �
AIRPORT ROAD Z
_�__ __ _ ..: _ ___ _.__ _ __ __ _ __ _ . —
— _ __ �.
o Z �
_:,_ ___._ <. �n _ o
� � -. _ _ - - - � � � ��
.�. h c.�
�
I�. Q J
76+00 4
W zo z
(�J �t+00 'A'CINE 72t00 73+00 _ 7a+Q0 'A' LINE 75t04 „�..,....--""'.{"".`...... r�f. _ ' Z � o
Z _ _ —�--— — �_+' _ — �" —+---— ^ -'-'�—_"' --�---- �— { ".-"�.'_'""'" �_ o
_ �
J ' U �
= F�- �
Q x } � ____ . _ ___ _____ __ _ _ . ___ a } z
t .Il'}'}f� �t. �t�� s�� _--- � m ��� �
� rr� }TF£tzfy{{ Is1'�'�rS t�i}1 �5it��t � .
.__ _ -: __.. ....�_:. ..: .. . _ .., :_ . :: ,;,��s�rc'��;»( r�r'ra,v� � � � ly�,�'41�i�,`ef��'Jt{��{� .: _ _. . ._ _ . ... __ .--- � �- --_ __� _. �v m 3 z. o
... .- _ — -��- .,_- ._ �{ �r�,���'�- _ _- ' - _ —
. � �'�'S�{'�'"" — -
_
��'� �t £ lj� (7 �tl�t' ��.� � � o�.
q����gy��� � ��,4,�7 i ,, }�t ,� EDGE��OF �PAVEMENT � �
�� ��1111 �� isJ �f t5s`y` f S�t��� t. . ����xccn t
�.:, �Y xt ��w
r� � ttj ;:� 7t�i(}t tt. �1� �( �.��� �� � .
�f tff �- st�i tt� `,�A� "'�
t } t �jft,ttrt, � W � m� > �
s
t 1� H � _� � �
�{;�r4it:� �,�ai##�� (� „� ' s ��
�t�'ti f �� 2 i'�I�j�{��}� Q� � ., �•. ��'���d � � .
�rz� ��J> �t � � %./ '.
tl)t t�St r1�r'� ,��� � �� `.
£ �� { j '�'�3£{•'' �� 0 ,/ _
¢
3t.}it s � w
tt
ifg i}11 �� �� N � w.
EDGE� OF� PAVEM�NT�� i`�'�z� , � ��� � ' �
� � �y � �� c�
� i4lt i . '' .m �. w.
t ttr�j s�
o�
t t r �'`���+�}�7� _ '.
w
�
v
�
�
�
{ � /� p V
" �
s� 'ast} �t�.r�iJl»�:w�.tf {� t�(F� ./1'RP j l;t� ! Q ... :..._. - �N� F. .p .
. ...... ,_.._.. _.__�--..- — . _._._ .::�.. �;e.;�� {.,..,�.{;.,,��., ,�,`...�r�`,rji.,?, a„s,ys��'fh?'Gjmit�t.�'q.ra�^ticrkfY� r�,::� '.__,_..._._._ -- -
O _ ,:_ . . __
0 o a
__ z i ��' �* a r��� �s s Y e H . O
u'S _. _.. _ +�� ��i� � �,�,�,wrx.. � t* �;1���?kt €Q���z � a O
�
-F ����4...�a� a����'*�yg,� a��'i��� � t
ti r�,.���������� '���r��
�,, N Z
� �����fi���,, f����� ao
��'������ �� �
���� ���� �� Q g�
(y� 77+04 'A' LINE 78+60 � 4� ������� 80+1�0 8t-t `A' UNE W Ur E"�
Z ` '{"'_"'^ '� — —'�^� _ I-- —---��,��� �� �� — '—�^— — -}' — —+—^---' Z' Z �
J k^��Po" � �J���'r�� a -J Q
��� �x������� ����`��+ = 0 �-
� �ir��?�'��;�„$ �'��t�,�� ���r�'h�"a .�: � �Q �W
"�",�����i � ��`��t�`�"' ��`�"�����
Q . ��i�t T�,�,�.t, �.`�*� ,i��'�ts��a,'�'"�,`�,�s�'�'" .:s�; ���'� �S2l�S�fr+�'`��'b W �
� � �;��.`�����`,�{;��� ���r ;�f���t�'�'��:�����'�`�r���', a Q-' //�
_.._ ..... ,,�'.��,2� �-"�k '>;5L4'r.w`� ^ti�:,�'`�"';�T .'� �V I.
� ������, �� ���� 4�����w ���� ����4 �a�,t� �
�f�� s����;����,� ��� �"��,�� �����° � �u. �Y
� a.�:,.t„t< '� ��.��, ������� ��; ��
j tlYj)1SJ'� i�C�i izj � .�
$tfY.�} z'G, .�� O.
Yt
��i tii`,��� �t� P�t t r� �dt, .�. .,�i
�t ti)tt�tt�� 2 t t - �,� �.
i t ir i � � -._. . �V �V
EDGE OF PAV�MENT���� �}�i�t � ��' {�t i��� �
r 4 � a
t J){j 1 1} � f£ {7i)� J
��� fr�ia r 1s 1t�}'t t s, ,4 i
i{ �s#��� #�tt�t fr 17t t�i {� y . �. �.m
�1 �� l'' + `` � }{ �,ks �� §��{4t�r,�
� r i � a. t ,� • /�
�} 1 J { I j {�� b�ii {}
i LL
r�r2't}j tS t� t4 , s �t tff xr, t �Jt. � � ,
�'",i jtt�i ' st�itr�(y;ii.,ity4jFjtkjf�{�t�larii�jr� k� 4� i "'. � ;,. ....�
k}}f t ' S � Yy i'tl{t��,�� ,i a{s XYt ' . ' o
i t��l� ',t,}�;�4.�t�`s„" r:i� ��;f�� c
3 ft�,���tt
c� J �
�" � ��z
��� +�,r ��
rc r+, z«" r � Sl{� '�x
��t�� � z,},r,�s`,��,���r�,� � REDUCED �Z a
`' ,._, t` z�,;�� �ocE o�����������t � ;,,, PLANS ��� �
� f� � � �St�4�4i 1(y r;t r�''�t �� � .z
� _ ._ _ �`{i�$a� t ts7i ��t t� , t.�n.}� �' Q m. t0
; �
A1RP01�`T ROAD� ��`� � ,t'���,`� `'s; ' ��
- t it tt4(t74 t�t47t "s� �� 'N
O . ._ � . . _ m +� r� ' n�.sn';��^��i�n?,,jt � �F"1 � .
�} : �`4��3�S�t'k�r°'�"s�t�:�tEl,�,'���' '_ ` V :Q'
�y � ,;�� �����z ' _ V W p
- _,� Q � �
�
������ �" ,� �W O
-Q +00 'A' LiNE 83+00 $q�,� 85+00 0~0 U �- a
Z _ �_ �` —i _ �— '� ——f— — —�- — — .F._ ,_ `_ 88+Op J
— � � .
� _
J
#"" "— -—� 'A' LINE 87+00 � �-
_ —r---- — --�_' '"'-r— — — W W o
U
H I Z � r
Q T N
� Z
� i
v O
�. ... . .___ ...._ ._�.. .._.._ _-._ .___. _._..__ .�.
..___- ......._ .
_. _......_
J ...._ .__ _.._._... ..__.
� _ __ _ `t A-33054
' � ORIGINAL SCAIE:
EDGE OF PAVEMENT i' = 20'
DATE: AUG 2023
SHEEf 14 OF 26
W�
_
U
Z
Z w
_ a
W� �
EDGE OP PAVEMENT Q
a �
o AIRPORT ROAD � Zo Z
_ _ _ __ _ -
�, _ . _ _ _._. __ . _ _ ._. _. . .. : - - -
_-- - -- - M
C� 3
� _ _.. Q � o
0
a
a "_s3+' W �
88+04 9t+00 _.r----92+�00 A' CINE — o
t11 i— — .,_,_„,_ 'A" LINE 90+00 — — �
89+D0 —+—' '' J c�
�
�
� J
Z ' —J ._. ._ i — —-^—�'—— ...� _ _....F---.--— "'_..}-'__ = z
..� t� �s}��``�,�.-"€�r,.,�'�uswtk�cu + � �� �(� m� o�. o
� `"Y��`��,e�L�`��;�'�'�) �_'`+�'�s+�t'���`� � ---- � � H o m m in��� �
_ � _._��_- .w
t�� j '�st�:�i� �tf �sif __ -'__ z. z.
�,�,., r l����stt ts�,.st s`r,�u r � i��t� ; a y _ _ _ �� �� o
Q
, i -
,� i _._ _. . 1s tt 7 _ . ..__ _.. __ _...._ - - _.
� { ffaa� o�- o.w � .
� ,:.� _�___�— .�— __.—. � ___ j J4 t �f t��SS)3
t
�� er� � � t}t����tt t3`� .. 4,� k't'j�m —_" .._ —` �E0. �
.� ; . . _,. .__.�_.—
�� .�r,,I. ' r� st£�it�i�}.� ;/ tl r��� .., . ���� ��S
� -
�. f . ����,l � ��" � tst 7 rt .���p'��
, ,,z#t Ys ,t�4rj£ EDGE OF PAVEMENT W� � > V
�
` '�i�5 -
.� .� }{;s tcy�t�! �i.... 'k-� o g.
�� r s ! {, � ��
� 5��, , �'� ti��� ��`,�� "�„�,'�� ��5.'
� . }�i;�r�'i . tl ft}t r sioan i�
�� t 1} ##y ts t t
} `U}t t�� ��� ���t�p
£t � t�rt ::7.,.�,
s
{%'s��t r��frt,.. �rn w
�I ti N W
I 2 O Z
ttt tt
.)k f�,tt st�t m: �� ; Z
t �{t�t2tt O� N
it z� t w
s� � � ¢� . �r . z� m � �
7 t,�;:4 � r i s ti��k t z sj�s tl�� t i'. i ss��t�ij�t��z4� i � rn � O
:0 "�>'$ �t}�y t�tir if }7 is} �.. } t it{.;t t�}! �t t 1 sr i
ft �� j cr t j z ti � ��� {1zu 1 ft� itt o� �o a
� EocE o� ���,w�,�`���� �}�� �,�� �t�� �} o
t � ,irt �fi t�.t � � ��>
M i; {t�i �} �
C> �it
Q -- - _ _ � ___ ��� r r�IRPORT Rt�`�:, __ _ �.- - - -- - � - - --._._W -� - - °'
_ _ � - - - � �� '�'�,� � ���� �w�
w �� ���������� �������� , Q�� ���
� fl0 � ��_ 'A' LiNE ��94+00 _ 95+40 � ����` 9 �� 97+00 'A' ❑NE 98+00 �� W� (� �
--^—��.-'-F^ i^ �'�---'-- '�r � - y�,,.�,° � 1= -1 - 1 -�,—{—��- ___ �� ��.
x ��,����� ����������` ����, � Z a
c.� ��� ��� � `�;���r.3`� � �.�, r�„��� .. 't�"���'� i : � Z� —
� �. . ,. � . _ rw�.�� �rt n�� s t z; . a � � _ . �� _ __ _-
- -- - - - - --- ._.. ._ �� - - --� -�� -- . - V (� .
Q - f/ `,lt;t i 1 Z �t`s`��`'�»y''�.�. �`st t��t '�' -�- -�-- --- ---- - �- ---- ���� � ��
_/
z
f S � I 3 f
,��y '''j�t( 4� �rrz.st7� yii� i ��I}kj7j t,- �f{f�' t y j{t��i �3 ty Q � �.
2 t t�f.,4 rt i . �3�t,t: �, :i � y � 1 r� tt r ��
f �1(i� � hi�}i�{:,t',,� � tr i t i�, ' s �$'43'z��r . �` V,,. .�
EDGE �OF PAVEMENT '"'``,',j� ,�'�t`� sr4�� `�5's{ O� ��
iFS�l /t
fi t� l cs } 5{ O
�J;j ��' S.� i �}f��4 � .
rr� til� tt' Itt���i4,� F� . �.� -
� t� tf��3 Y4} fi �1 _
J,���t ti ��i ,a t� t tf � � V
ttt
14�7 r�;i� rtt G �4
C
� r � Sj� , � ,� �,, J
} ;]# Y 44{4 �A .
tt tr. j t}� r'�`}4 '� i t W
t��j ��ri t�t��r� > � tl i� t# i1���F �
tt rt ttt ;1t3' � t �•
ts��t 'Y 71}ctt{ {rt��47�}�kta� �t�� �}'� �
�'i�` s�� {I � rt �r�'r{ � .. 3 �`it � jf��s r�t �r�
t s�,}ti�. t���i� Iy;5 4i� jt tt t ttt .1.� .st! ��`x tt� ...a.
`v�/ {;( s ;i �„"' ` � }u�
r�;'�r?u„r„,,,s�r;�tx` }�+`, t t �
i tif+i
t-i� �' ,^ �z
it � V
,it��'X �¢ �z
t tr t ,rr Jt r t.. o
�i�� 1��r{ :f�I�ts �t ? ss,: �Z �.� .
Srtt tt tif- t's�?� ir�.,. o
�tltsit z t t t J i tz- c�
p s� i� � � ���t � ,tf,l,, V
� EDGE OF PAVEMENT i� x� � t�' �'���{�ti f t} t�'� �C � �
� . .� yis i���� $�ifi ti ?yr{t,�J � �m CO
�°' AIRPORT ROAD ,t,, �}a` Yt,zt, ,� ,'�F' � N
� � ,.
.Q . .. .. . .. .. .. . ... ... .. . .. itx::��f,-. �t��.w� e".rt a�r��.� - - -- ' -� � .
_.. .... _ _ . ....
� .. � __ .._., . a tz)b'"�.'k�`�'h� �� ; � s �. ____:� . �� �"�
�LV � �� � 'r� sr 3 ���'�3 r��'�ht`s�t�s�,��,„
z — — ss+o a,' �wE _ { _ _ �oo�oo _ _ _.i...__ _ ia�+oo _ _ ��:�'��€���������' _ V U �
�� �_ _i ' �.i���Y„z�t��"^1-- —A'�� UNE i _ � t03+oo _ to 7t �Q � O
2 _ _F' .�- �
U W O `l
- - - �-�
-_ _
v �
� _ / _ __` _ aC n.
Qc . _ _ _ __ _. -- _. _ _ J
C� .... �/ -„__ . :.:-.:: ..:�._ � W. n.
%
EDGE OF PAVEMENT—� � N
d
z
m
0
A-33055
ORIGINAL SCALE:
REDUCED �" = Z0'
PLANS � DATE: AUG 2023
SHEET 15 Of 26
Q
C��/ wN
LL (�
W Z
0. �,;:. �.:i: Z ¢
�y� . �., O
V/
J J
� .,, ..... �.. U
N �
a J
W ,i�/ ZO 2
,
� , ,, S.BONNYVIEW aOAD � �
- _- - o 0
�., _ . , ,� �
, __ _ _ - - - . : . _ o
, _. _ _ _ _ �
_ . _
�; __ ,, . , o
_ ; _ . : w
__ __ �
o z
i#�1jiiY tis}�li�J�( tr _. � .m o 0
�'a� i��s}� � t}r� ;itrir es �t �� o � .m� :�
ir Jt;j� � t . r£i�.i�iiStxti �
� .�1$ r�t 17 �., '�� {�1 � � .�� �� O
t �
t7� t � i!?�fi� � ��� o �v
�r�� 1 i��� ��i� t�t�rC�d � � .
. �S�l ty i tuf �� f{t Y NEER *
2 YZ � J }t N��
t0 Ol7 `51�..GNE �{� 1't `�l �.71+00 t"�E5 � � . � 74+00 Z. �' w
�' —_�— � �{,�.....t�.'— �_ -� �� 'S .—� — —{'— — — ..I — — —,—{-� — }:..: — — �'—"_�.�` — ��� ��`� � `�.
1Z+00 S7' LW� .. . .
.. .... —.. �� .. � �
,t'f�s41�tz ;1j��t� �ft �` � � �
� ` - - #z���t}tx --- . .__ �h�"�«4r . ._ ._. _._.. _- -- — . ..._ . _ _ � o
._. .._._ .. � _
- 7r'W.3�'6�., .. - - �e?s�'+s,�;�' .. . _ _ - _ .�.
� �� �
�S3'7i�t�t�'P 'L � Z
t ��1S�D3a �
� ������ ��
�}'�"'��;'�y�x�� e�S,��"t,,
NS'b�uy�'a`yi M W�
��5����� C� ... O .; 2.
��,,( ��� ��
`Y Y N �7
��J�����(i4�; �� .. . �: �: � m W.
�
. . ; ����t:f��4���,� . . � . . _ .- '_' — '..... _ . — _ .Z� m W�.
_
_ ... _-- — __ ..__ ��;G.Y�'¢fr�a 1rii�Y"tr:w.,r;�r �g�n��� .. „}f"`�,t"} tr"{t�f�„, ,t,,. _.- _ _.___ .N �. p��.
_._ =--- v
_- _=_ .. ti; t} s t} ,� �>tr z.i" i 3 i< -
� . ��;�.- =_ _ a y�{ # i ff t tt.� �`i���a t� ) t ` t tt i sr�j� .._. .a o� a�
�� -�- 7 � � �i t �t s s t �,�a#�ti.
_ '"��^}•,3�'1�'tf"Y�i"'� ..�,x�' � �,st"�"7"�'+n;� r r*'aa r.k.S a.�;ts"-'r"�s'" t ,
< �� ' ,"�gzi3. � t'' tt�i�t?f{ i�''{'`�"� � ��{,�1i��s f EDGE OF PAVEMENT
,��� tS.� S7 ti4� }. �4 �
4} I 4� J}} Z.
t�' i
{} �ji
Y}7t , �
J! ) t
. ,r ;}{� f: ��•. �� i
t f ! e
.� frt ti�Et{is�4,
�i t ti�t �
�t)'l E t�itt�� � �/
�lt� t��'� �.iti��ry�.t�:� �. Z Ll�
(��( 4 4 tt t� i}t Q/� .
t �`it I� {i i' � 4.
i,
}�l �7� j° � r*`ss
3 �1) 5tf ti�y{J { 1t Et �� �
i>st{t}��i t � t � te(i�Sit ;�4}l}� .7 ��y } W�/ 0
til�.�i t}� �l � trz+ f� iit 7��l�p�itt{ a�!£ �Ii (�/
� t t a 3(i }t r $ ,.�2s tu i �7 s�.J 4j��� 7 s�Y
F 4S�z'
(t 7r�;Irrk tj t`�};�,, ti�.t t�c ,1...�° �.�l.. �
� t
,.;}y 1v4.�.,�1,#t ' {�t 4 r„1`'� + r
z4tt� ti}��,yt ti;r}�i�{ �Q �
, i s}��. ';�st �� .� ��.
} �7r ��t�ii � � ��.
s
}S/ �}4�i' f({��
S ��}�IEW ROAD ' '�`,t v —
#7$, , r
�._ _._, _.._. _ �. ....,. .�__ ... :�� ��kY���'i� � }y�h,�5 . ` .._ 1`n�,�t��t` ��i�„�.. _. .
_ . __ . ..,-.. . � .. . �... .:� . .: � :; -_ __ _... ._ ...
�f
J�
_ _._....:._ _ _.. �� � : t4 t j i f t�' � � �i t i.�hn �- � rC�,��, _ � _
_. _ �� _ _ - ..� _ . �
f t i t�� ��r i tys t} .t7 ' � i( ��;1` ..... _, �- _..
__.-
��Y V{s t} 70�� t� ix tis7 yts}"'' tltf� t i,` .�� ��.
O tl{ti�'t � i t 3t r � x! s� i yrt�t� .�
(n . {i�'stJjtjkf�IY,� 4t iftt� ji1[t47t'�'ItS�lf t �s�t.;} 4fyt;�Y4f�
+ �t'�,� rfs7t tSl�sk i�`�4t?t (>ii.�' _,yitr }. Q� ...�v
� � t ,�"'P,v:i u4,j1.�>tr �J C,f- '4' vi
r ' ��t t t�' Q� o
. " �} N z
t
� �: � z
�i
.� .. . ..:_ . _.._. . .. _ ._. .:: .::: ... ....... . .._.. . ._ - �.„�;t��if�yt ......' �.,3rttS�eis�J � � o
_
.._ ... __ _... .. .. _ ._ .. .__. _._ . _< ... ..:_. ._ .
�W 15+00 .. . . __ ��- �-' -- 'S1� LINE 16+00 ._ 17+OQ... . �#�t���� jj yt}t4��yiy��,`tr a}r�t . . � o �
�Z� � --� --�—�— - �i"— — —I ��� � _ �,�_ �. ._}_;-� ,_ _� _ _ ie�Oo ' �--���� �-" _ _ 'St' LiNE _� _ _ zo+ tl7 � �
i,��
J ._._ _ _ _,' _ �.. irtfti�i�} u ttt tf �t S� �� � � W .
.
.Z.�. -:_ -�,- '� _ ._--- -—— . .__. .--.. ._ --. ..:__'i . - - - - � � t 4 s�t��'f���}t a��u$�W �'` _ _ � �m
.
� .
. . �,sr J
�
`i� � �
E.• ','`;f; ����� �����'���t��'s'�'��3wrl`" `-�?'��� � � �N � �
a �����¢�� � ����t�������= d `/�� v �
� �Y�sP hl��`����T�������'r°'�+Z� .V
� � ��u r��w���;�,'';�5� � �� I �"�+,' (J.I � W
��,���,,. �Q �� �� �
W 0 �
— — _ _ _ __ _ — __ Z
_
_ _. _ _
U � z
- -_ - - d a o
- - -
_ _
DWY ._ _ -
_ m
i DWY DWY J
; a — p_ vy
_ . E
EDGE Of PAVEMENT � W o
� �
N
O
Z
.. �...,��� .i� m�
�
� j O
A-33056
ORIGINAL SCALE: �
REDUCED �" = 20'
PLANS DATE: AUG 20Z3
SHEET 76 OF 26
WN
_
v
z
��(/ Z w
<
Q , — o
� , . ' Q�
�� �
,
d N
!
2
�v ,, � _ ��., � r
J
._ . . ;. .. Zp.. Z
� C7 3
`; ; '� _ _... = ` : S. BONNYVIEW ROAD '"
� : ,_ __ � � ��
, ., __ ;
� _ o 0
�� - .. . o
,�: � .��� a DWY , CSWY = _� _ _ � J = - - - ��
, _.
,� � < � '-�� ��=_� �_ _ _ . �v - - _ F DWY
_.... .. _ ._ _ .... __._._ , . , ..
._ - __ _ _.._ - - _
. _ _ ° _ _ < _ �
__ . _
_ .. ._ _ __ _
__ ---.._
O _. Z
O� 3 5����1rii�I '' t
.� r s tY +�'tt tF � m � w
}.�f t }t t!t tt�j}i 3 i t t
'�t' � o m �Q �K
N tti i �iitl�tti tt� �t�iy�`` ia{ tj:)�+} �
l t 44 S��{�rE y� f a`�> rt tft{F}i Stz N. � c9 � 3¢ � ��
� 1� fi t{s <r, "?�'tf }J7fjiit i • ��f– a'w �
x �.t�s� t � } > �: �t-� o o ci
. ::. ::�.. ::.> _- :_. _ �,�v&.,I _ . __. l,�j� � .(n�.
t
W _, . �1 t}��4�k� !w�^}�,� . _ _. _.... ,.. . _ ��NEER i
Z +00,� 2t+00 'St UNE �-� ,�'�'i����00 �jt"� $ 23+00 ... -- . - ..._. �- -��- - � - -- - - '"�su
� . _. � - .. - _�_ _ �. _ �— __:. .�., 1 _:. ��{�a i _ 24+00 - . . . - + - . Z �'� ��b
J �— ; � �- f��� � +- �� �— i-- — _ _ _ _ � =
�Z ; _ ` rr �, f,4� _ — J - = s
U - _ - - - � �fir�t�, �� � - �n��1��t'm�� f� = w �
g , � ` b
�� :tk 'r�;S y4��e''�,klk�''� 3�� �' �.Wa�. (♦ gy�'�wr . �f
.Q ,✓ .C.?a �'d.�;�`£R�''Sxtt'� � . ��'�.%���� � .
�� * �3'`�' ;�� "`�x�t"ry7. . �..� +sisae ,� A
�
�
� �������� ������� �
� �?.������a� �
����� a$ N w
o . z
—
�� .,,�r z�{ttG� � r} :m �. 2 W.
i_"'_ __ '—_ '_'___ -___"' _"_ _' ."_ _ __'__'_" _ �t�y�.m4 tt�tY�: ' . _ "' - .-
� � �{ �it s . ___' . . � W
J��3f�,�1 s ti r��t�E � it}�ttti t ° ." �w �
— �
ri�y)# yr i�li�.. tf� ir t r i � ��i � � �..
'��1+ �r�t� z r(� } `�t� {f�F t1J jt�,siG' tiat' �,J, f�71 tl ��o o a�
_ i
{ t t7� if 4 tftti�, S f�4 � �l. �i} .4tft,��J I
� ! i!a'��,F �, �, t i .
� � _ � � � ,�{t,t,� , � EDGE �OF PAVEMENT
1 6t k<,= . jfi t 4#y
/ ��tit��`tr t}�'. � ��t��1�77 �"�
� r.{ t �J,� Q r� ,��3 t Z
�} � i�� st�� W
; �`r<r��` �Q t �' c'�*
�a .i � �}irt�li �ry �
tf V �
}t}k t�� ��`'+ }$�kttf 1 tJ{i; �.
fi ' �ri t Ytt2��v� �
4�i��?�f � 2 i !.Y L„ S I 4 Q a.
y r�`�z s �" � i����„f�� j,�} �,$�''t' Q W
t �t t�t ��lt�t�jJ��t. t }��fttr.i � �.
sv'�i�lati f�s4�s 3 �ifi 1 3tt�'�? t '7{x' �� �
� �tzk, �� 17 Fz �� ��t � '}� �tlgf�'7 � ' �}�t �
J
i�{l,t� , st r�,��y..�' � 1 1n,.'st rrr �yr5�� �i. Yr�
�},b, �sf�t t �r. �„�t�2t
r j, � �Q d'
� ��� y x t,�� a j� ��li`�,�r�` �,,, 0
4t 4, ti t1 43r ���ix �H '�j
: �-: �� � s �{ �F"�=� # �E� � S. BONNYVIEW�ROAD
., t7t4t �t z&�� � � � __ _ .� .�.
_ f )ti}j{yj�} �,
Y J}r t t�� � fz� t t�c .._.___ .�.
;� } f m�
. DWY �.. . _.� ia�tt>trr � Itt� i�Y �t§i�'. {i +{ti}�,
— - __ — ., .:. :�, �:: , � �
--� — - --- ._ -.. ,_ ,s `,
- � � .�t �<��.i�l ; c }�� � j� tjs�, ��.
t "t r � t S/t4 u S 3++'' .�`
?� 7 t�i �{{jiifsSui t itr�44 �%" r41�t}' .
0 ��2 }�)�{ „ ` t� }is�1 ls ii �y�}� 'ji �3j �� ��t7
jt��
;�i ,.ii�it}{€Yit7 N
+ ��k'='� ti `ti�t�;t„;�t�r lt z�t �'�''� t � , ��
�tr ti.�.,,,, , �j�;�r i��
tA �r;:}j r(ir Z
N a � i ,
� � �� .n}. t�`5k �{t� � �n,�v t rj �� [� o
1 a „ "'
!� C� � S i 4"fl 1}4{'�tf..
� , ._ _ _ . _' _ zt �7�iliissi � I y{�iti �r SL.. .� <
�.L� � � � f� r�tI . r t t i�i t t+t£�".i�i s`� z .I�
Z - --�-f-- - ----+ �� 2� 0� 'S1' LINE � 27 E��"����� t�i��i ti� �r �'�� � -
� - � "_ - -.�..... _.� t�tfr,��"i .r{"`'�*�''`"F3„�,i`�"�S�"�, ._ .� .N .om W.
Z �� �' t rz t:��t`t����tr> �- � -` - � O "�,
� -. r �t t t� � ,,s}4iiiit� ts �iyt�t,,.��� �� �N 0 �
:;�1 'tits �i�r��t` l� t�tf�17� f �}„.{ :� ��/ .� �
Q t fJ}�{�F k y� � tY�un"t .`1 .�✓ .� �
� }��t..t t4�} .t"t,�'� .. ~� .W W �.
a � �
.,, w o
- -- - -- � _
:: : _ q n�. o
J m
� �� _, �o.
�
, y y, w o
� \ �• ,. l J .{i{r N
�DGE 0� PAVEM�NT �. ` -
0
z
m
- -_, o
` A-33Q57
ORICINAL SCALE:
REDUCED �' = 20'
PLANS onre: nuc zoza
SHEET 77 OF Z6
�
Q �N
a W
_
�
o Z
o Z w
� o
��
Z. U
a �n
�� Q
0 zo z
Z C� 3
� �
��� —� ' S. BONNYVIEW ROAD � � �
: � � � : : _,, . . ,. o
: __ _
__ _ -_ _ ___ - _ __. __ . �
__ -___ _
� ,��,������,,� ,-,, � _
�„���������"����'����k"����'���� � m o 0
�, � }� �
�s�s�����`����+���%��'�i���r ���'�`�r v Y z� z z o
t �,,, a",�� 3r 4 �: .e�� .�.� �� �
���� ���;� ��������
���ru��3�3�.��'��y�a..�` �;�3�,h�'s''�.,c . ' ,�. . (n� w
P�''`�t�,sk»'r�F�, ,� . ���. � . �0 �� U
���tl����� ���"�'��
t0 00 ' ���� � �� �ro'�r��Z}�;,�`�`" `,.1�,�;�a�r��� ��.. . _ _ _._-� ._ . ..:. ..._ - _ .�W .
� � � 11+D0 'S� LINE ��'y�t �;"�c��`i2�h04 �����`�1 73+OR -- � -- ����acee w
_ � �.�,: � -
1. ��`� � ��. f��i'��; � ..
.r_m -- . :, - I-��. � �c1 �h' - - + - -- _ ._ � �-a'
- �
� � _ i - --.�-_ _ _
Z
�.. �- .._ __
_ .._ . .�t-tIr`�"^i7'� - . i #"`{'s.`�'y;� . . _ _._ �: __. _ - dr� R ,
^ �! 'T i �.
, -
15+
' '� -�..- -- � ,;''ts.-�s���� . - . . � Srw'�4�.s:��„ . .._ _... ._ ..- `-- _ .---- .__.._.. ....___._____. -
„_
�..v- - ------ -- - - - --- - �---
�3-r,�;er�af -- - _ _� _�___ ,,ti�n.�,.,,� -- ------- - —�--- - ' -- �-� � - .. - �"
- . S' LINE �
- - - - _ ___._ ."_ _ _. :. ::. _- --- --
_ ',�
}K���d §`1v k`'i�:�f . ��. rv JS,y,2� V{'I
��'��'���`�5� ��'t"��f�fg �: Q. brs�s�u � sf
£� ��r �p�ti ��`
riw�"�r.,S�+ '��}��ri�C�'a .�
k!'
��',�����&�"'� tV�r'.���.
h {t
4 �
5t��� �
«,.
��,Y�.;� n� w
:" �� ��. ,. N W
.. .__..._� j���S�tytf{ .: : .... ... . .} O. , ; �.
� � . ..—'� !--"" _.. —. -k tI� }F Y! _' _._ '_ _ '_ "_ . _ . .__ _.___ __._._ "_..__ .___ "...._ __'""_.__ .._' __.. _.._"_ _ m r7 W.�
" 1 N
� .' .�%' 1 t�� 4Jl; Z. � �� 1—
� �� .� )J; i ' W
�� � � 1Iltr�it rz}��i rt li��F�i
,., £j,s U 7 ��} itt�tt�iyf#JitE� t t t t 1 �qr�`�f _
'�� ' f �.;,"st i���i�"t7{ti �`�� .7 t47, � �+i�'�t ��� ;�i t�`-��a�. OF �PAVEMENT �v�i � � o.
7 { ;tir�i � i} } { 1 s�ti{t��}r�.i$ �,44y tfr t . �o o� a
��/ �� ���i r 1 F r., ti ' �... : 1 }',
�� ,.���t.t,dfi�.r j't .tiv,�� tt
til �i� l{.� ��{4{5V} 3
. .7� t;;�rs ixt1: il�tyrst{r �
, y Z
� �
��� �`� tt��l�t�Sit�r,t, 1.�'t � 4 W
. . } 1 r Y „ st�t�ri2r�� �.
,a' {t�t s!
i�'e` 'n �
t V
f { t ys t'
t t �yl;{J� t,�tt�;�t� �
Y f it j {��'}�1� 4 �
f �i) .fi \ lfi. { �
't ,s 't t�r$ f r'. }r�. �t �0 Q..
is? s t�`t � f ` r s'
t tr, }tIr a}ty � rt Et �0 �
� (s1E sttizfil 7� i ���Y4�t' ���
"j� � ss r 1}� y� r t r i t t l�y�� t� t{'�}4}}t'{}�'��� f�r+t t � W
��i t �, ��tii}1 {'stls�;„ti��} t4t� t �tJ it tti�ct �r t�Jt,� .� �i.
t����! 1;;�,o j� �S�4 ,;�?;r"�.� � I°i it s{t
� � t�,� r ;. ��lf�t� � �
k����rS�x s ��` � ��
f�{ � � ji ��� �
�t ff a S J)'�'� t i�( {.. .�
t {jarj i�s` ,t��ttr ttt, V �V
s � ( .§ t i t� 5 �
tlt {7 fE}(z{tl i �j��s�t i �...�
' - , . �y t�t},t� 1 7i.t � it�SF � f
_ {�t st� sv t�i ��t ��7 )a #t}a�. �m
- - __ � � - _ ���}����"VN����W�ROAD fr��t 'r;� �t�� ��t�:}�� _ _ _
t#t
4 , s;f� ,�,�s�r� , t p�„
� � �+"�(�,Ft�� ���Y����fi�n,_ .. . SG,���cn`���, �� _ ,�x,,��,��� '. -_ .
{n .t k,.�w �3 t„'S��xk �f� �� �i�sva :g�,�+4 � � � o
.�' `€.e1�` '�s�� '`€���"'rc�������"v`�'sY'�' ,��;�'r"��*� `� � .u`�i
�
�}�;���
� '��t�" � �"�:���r��`�' �z
tp ��,s�i�';�x��,�'��� k����
' ��������` ' �
N �������,��� _
� ��
W - -- ___ - - n'c ������.t�,�y �������}�7���
--- -- _... - -- _� 5
76+00 ----_.. . _� � ' -, t ;,,,,�,� �
_ _ 'nt ~o
__--
--- -- - �
- - -
�Z� - � - �-� S' �UNE _�. �_ _' 17+00 - -�---- -� - -._.... 18+00- -- ' -` -- -- t4+00 � a"�`St�'�tt, � }� tis �}y �}��i s . , .V .� I- �.
�� - "�---- - - F - - - i- .�.__ 4� i`�ar t t��} t �2p+_pp - � t z
.-J� _' _ gl.�t�r�`��'"� — — — — - . _. .. �Q �
T _._ __ _ -:
y. _" __- ___' ___" '_.__. ._._ _._. .___..__ ` ..-__ _ �� .�..._ __.._,_ _._..... ...._ .__. ..__.._ ...._._ ..______.._ . .__.__� _._.__. �l�y 7 lEkY 4}{S f .._._ . ___..._. _ � _ .
-f- ' ..,p,� S.UNE m �_ �-2 �7 �. �tn
��
,� z � � � m W
U _
. � _�,t`�`i`Z`�'..�,�'r�'r�'3"� t t t�,�,,,4,� ' �� .
. __. . ,___._ �� .
Q ��,���x��� ' ��'���s'��?,����`�������_ � � ��
;�d�'�,'���f��a�,�2�..�-�����'�4,r,�'�'" � � .� .
� �;�;� ����n���}������r�� �
3�������2����'��'` d � �
� i W � ��Z �
_.__ _ _...__ _
. __ ____ _.. _._ __ __ _ . __. _ ____ _ __._, Z
__ _._ __. _ _ _. __ .. _ . _ - - -_; O
, .. ¢ a m
� : _ _ - : �- �
EDGE OF PAVEMENT W/�/ o
L6 N
O
Z
m
O
A-33058
ORIGINAL SCALE:
REDUCED �" = Zo'
PLANS DArE: AUC 2023
SHEET 18 OF 26
WN
_
U
Z
Z a
w� �
a
�
N
J
Q
ZO Z
C'� �s¢
� K
� �
�
K
O
w
�
Z
47ts �7Jtit'� ; .. �y � o.
t t�;7 iiSG�sz�t�f �t> t 1 o.m m..� �
j,,�t r 4� � .�i� ��t j t � z g .o w
1jtt�`i !`t tt �ytr� � x !`sl;)ir � . ��w Z�� o
t:l t tt t f;sU` 4,',at{ fytf y � Q�
;Y �jJ f Z{ :, f t�t W�F- K.w �
;�� t' �ft � � s��1 f , � o o. c� .
t r} t � t�#
���i'�i)��t}sI=t:� tti}s{1��+ d�meen }
s
. � ' �ft1�v'` rt t}i# ,p,°'
+. �{,- �� } �s�.s jtitJ£ �� � �
�� � � M1 �j�� E ttf�t i17 � $ � � � y
��� . °; a� ti i t� ;-`
a ' ` -�
, ,���� t,
.� � I 7i>ht4 �� s[�� ; �����an ��`�
�� � x � �,$t��z ittlkti�ti,°
... � ���j t yt������
�Yy (.
}, , 27B
tn � ` � �
� � ,� �� ��' � w
h t ssi ls��ts
,
Z�� ��278 s` i �ji�i ' r M ; co
Q:' � S I. a � m � � i'�'
, �, 1� �,��� 'B' �14+89�; 8�.6L 22 CW � � � m� �
Ut ... .. G ���ii t t a, �' r r r�y!� � � � ,+� �..
, . i 38 � t k'lt`tJ ji 7sf� ,t r�j t rj:t k}! i: y��tyYrt.fzys � �'� ,�, �. � .� .�
, �_. t t�1� )}3 � t r tf}� iit tt sf �i ���� �
, .t: f'•^tt t ss } ���4`'4�11 ti . is}�L.� } titk.;tt�l{} � j ft rt : �o�. �o a
�- S ��. ��� � t �t(���71t t��li �f# ...itt �7�i t7.��lt#t��it�,� t.z,,� �� �#. � ,
r �
<
�, �=zs�.�F,�,�.�,., i , t ,,,G.,., 32 I'1`` � S_5 - ' � �
r tsj�,f��ky, � �} _ ��:_�_ _ _ EOP
t}�y c s t � _. .
{ t i f ti �� �
-�, � _. _.
t �� �t�,
, -__ ��„'; Z
� ��- z�.s��� BROWNING�STRE�����r�',s,,r ;`t�„���f ��,. -- � �s� w
�
�'`-_ � EOP �_-� -- --�� --� --- a�r�`5�,�+'a� �- --�-- �Yi'^�'a�.s� . _�.__
-... ___ - _.._
�, t �
58 �tlt{� �4� �kj G;f�i y �� �
12' '�r:�; ��'sY r t � � ��p 1 1.5' �_ _ Z �Q
,'�' f-„----��-S 0—�-►-I � ' > _____r�_
SB ' `1,,f �� �5 � .....----- _ �_____ _ — ...�F--- — —
... 72� i �s5 LINE � 13+00 r t}t'ti� i J_ �,���<r '{' - �1, .� . �
�� 00 i+00 12.7� - _ --�'
. _ _=..1 ...- �--� . . -. - � I_ _ -� -i— d���(- �— t ttt � t fs i �'�� """"'"�--•• � �2� �..,.
�---5��—�--�-I � � � � �
; —
CW 4, �s {;�'�i tilx{tit liy �t� �, 3; ;sr i}{3ti� : 1� tt3 ����t! ��}�
, + �
��.7 �"7�';>�r.„„�$7�b �i,,,�'" tlt�i t�fi �rJ.� TZ 1� ftYtt
` , FOG �
� ' fyt z yyti t
. . -- -�- __ ._.- -- -;:4[ �iS��r,+��el. - -! '�''�wF��w -_ - - ' -.. -._ - �-�. -
� O
C�.. � - _ " -�' - __ _- _--�- _ -= 7�rYr`'�{, - °t t �is -- - -- _ . - -- - �-,
' ' rj' j 3r�}t��?� t 'DWy i "t�r 5'l _ .. D� 38 - -�:" � �. y�
� � �i. ...�. `
�� FOG ,r>,`s� ;}�f'tt`� ; �,f�'� �'
�� , i �� � } �� �`�i t��y 4 ., .fl�rt{l� � -. 7�� � �� . �
� � � � � �
�� i
�
t
` 27B `��,�ai'� ��,�;�� s;s�,� �� rt`,�4 �
22 � t�r t t f�a t s 1 r k� rt t14 m
i ,.( . . i �.Yy t3 #jj{,�1t�� {,. W ti t4�ti{{£��ti���s4'J � 4�ti�i 4,7,� ' ��� } Q.
�� t �t r 4fJ i { I
���� FT {tt t I �
� �°f �� t ; it r �i4# �
)�'",.°� � ;1� ;� ����Yt��'f�tJ�,� ' �{r,' n ��i��f� � ..
�
{t�s{,� ,�t�;t..rs �tt 1 1 i. u�i
a
, J �� 4?{ j � .
'y� �� z
'B' 9 3+72, 8.6R { 5 rn
� � `�($, t tt�4�. V �Z .
. . �.. r titt) y }t� ��{��24 a. z O � ..
� F t ¢ti '[7si �y it i.-,� .5
�j, t i , �� � z�
7��f ��jv � �t 3}�� 14i� �s�{t,�i. ` t��7 G.
t r t"� Q. M� �� p.'
� � t S ! (i� �i ,s u. (V �� �
�� �is� ��t t'` iy,�r�,,t�,��� � o m �
�r ir � �� }StJt� � N I-�
r tt �f i} f+jf{t�,tit �
t t it7J 1`�C"�{ � tj�s "' � (/� F'� W
attt��'�� x� i Ni�t�# �it�.,'� ��
� ,; ' ,�� ,3 �� ��.�- � C� � �
`t `��,�,,,.�t t'``� Q �� �
WO �
aa
z
� �
a °�
� o m
N
O
Z
m
O
�
A-33059
ORIGINAL SCAIE:
REDUCED �" _ ��'
� PLANS � DATE: AUC 2023
SHEET 19 OF 26
�-1 �N
� W
S
Z�„�. :. .Z� .
OLW , BL BA BL BA , W� o
� � LARGE Q
m E... 38 gM 3g 39A LARGE �
� 22 �
�� ���-, �1�00 FT � 100 FT � 1�00 F7 �za� z
'`, EA BUFFERED BIKE LANE � 3
STRIPING SEE DETAIL � �
SHEET 2 0 �
2s:5' � "�_ � o
BD Foc _ ':_, 4
��- . __._. w
� _ _ _ - _.. . __ CHURN CREEK ROAD �
-
,� ,o.3s _
FOC � - �= - .._ __ _ .
4.5 '�4� 4.5�. t�` t� `'j`.:�h.���tt 1 � POC �(.. .. �--� �6.:._ . ::. :: . � _. � m Y�. �.
.. ... ��� �I�t ti i rv{S3 iz�t 1 �i�� iz �tr. 4 —2' FOC � FOC � _ " ' _ � "'� m o. �
CW ��� � � r�}'i 57 it iY � �.�� rt ? :t rrst 3 i�; � �2' � " �t'� � ��� �
� � . r+. . r t���r 51 }�}u, ` t,�= � r ir 19�,2' 13.6' r w�- ��.w.
.
��� � 1 7' �!"� �� 7 7 �1Y � z i�'3 tjt�. .a ���ir t£1 ttr� 14,7. . o . c3
1 +00 _ 12Jj����� ;.`��t.' at�i{t<Gi} . .. (,�
0
; � f:.<�' ...� ...� , ..SB . ..— .. B.Z� ,C�' LINE . �5+ �� ����EN *
��� � �fk��j4 (#�S'' , � 3$y `�
� N
w �
t} �i f � - -
R �
. .... � r �� �'t 16.7' 76' 7 J �`. `k
t�'zq�� .+ if t
7.1' . �,•Jr 'f4t' i{�1�$st�F 18 .� ,, o
t o�b�ry�, .. 5�
. �r� . . �� f�t i r��� '� 5.25.. 8 3: �' "'�rioae X
11� �' �� r'�� r�� �� .. sasr 4.S � 7' 8. �"'�
fi���r tt . �.�tt 7' EOP ._.__._._ ..__EOP----� -- --- --- EO '�C
- -- �
.2' .. . � '� :;`EOP. ..__._ ._...... _. .___._. . __._....-- ----- - �� .
$✓ �7;t i Y� � -� -�-�-- �` % N � w
� ''��`�� �o .� z
�12.2 - ---� -- - � J t tt r� ��v �
m � z
.EOP � .. - -- .. �
. .. j�t�ts� 1 . �N � w
i>
- 1t f t ttS� �. .� -
,_
.� , t T�ji�z � m c�
;,�'� { ) a.� t it 7 �. w
; {t }S.;4S tt��{Y411i7 Jf ���( � .Et�jkl�t4 ty '(I Y N� 1W-� O
.... {� �t'� rtr�`�;t �'� i ��
, .' .. ... ���tt} tc 7�.y��}i'y�i }5 {+i'j��� {t tt .
� 9M � ,39 t ��}�}��t�#�s�} �'�{
t 1 i7 1 ' i#1f,tin7,. it . s�tt��rft' o� o a
�,e%,�.���,r.rz4,�s r 1 ,t1 �'�{ t t.� t
� � � ����'z��F`��{ : ����y��ai� BUFFERED BIKE LANE� �
� BL �A � lOO fT� ,'��j�xt�fli t`�f�3if� STRIPING SEE DETAIL Z
LARGE {t�,r�'�{�': lft�r,t SHEET 2 (j��
,
t�v�s�t)�{ ;'i�r r c
${ft1} t4t��� 4:y�t i# G
� � �
} 13�� 7�'j}if12 Y�� �
jk{ SJst St I t��t tj,- � Q
S /�
t �'F�l� {}�t�� y $ it� � ii
. � 3 $.J 1 f } { v 1 f
i�t;,�tt tst �5t�� Y�� � $� s �W � 0
�t k � ts7 ti(��J �i iy�t7
�i �i7 '}� r� s t l� ' °j tp 1 f� � �l'��t�ar��i �t f > :
����ti{t�.�� jz� r :�f {, 4 r `��;si4��4f7� t� � ��
{'4z �4 ) } s„zv 2 t(f�� y rrsi }s zIy{.,� t Y
S 3„; E$f�tft ,� S {} S�j �}k - � t' f O. .�y
,.t;t,7,,,,.$ru4�1. i lf�,i.f>" I ir 1t
s 4 ��i'` �t �i t ti
1i� >�� `'4 1 t� � .
� �sfkt�t�{ +��. � �4fFc� .0
., . �� , ��i f�. � �.
BUFFERED B(KE LANE B� � B� �tti�'{'���{ •'�' �39 Vs�E �' C� �U
STRIPING SEE DETAIL LARGE r� �1„�{ t' ��,t {{ �
(�� rS�if4t�
SHEET 2 r; � ; � �—�
;r�Ft� j�trkti � t��r�ttstf !t}. /��/��•
t}Y}, �
� { lt�$ 11 7 rt.F{i �2 itt �,�� s�£ 5 � Q.
i �i t 7��, t Y
�i srs tti r t� tt ft� a�� 2, �r 1 f�P
� � __._ t r � ���� ��� s �s:, J { �
z �
1
r �>. �
r rt s f�
__ . i „
- � _._, �] /�
} 6� -.,:� - -�:- �::, ,::� . ...._ � .___ -:...._ ::�.._..... . ::_::. __...._.... ..._ , . .::._ ... ��,�'`� � ;r�',���z /i�tz�r r�f., � v`�i
. _ _ ._- ._..__. _ � R� . . .. . .. .. .
��tC1 FOC� . . ._._ .-. � _ = .-. �::, ' -. _ . .- tv��Y�*sitr*�)i`#�J-�{� ,` - ��:k+`:uF t`v' _ ._ _ _ � .__ �_ -�__ - .__,_ � T .
___ _
��'
T ,2. - - - ., _ - - - „ „ 1 O
-- . 6. , k,y��}� _ ,. ,_ O 2 C�
:� �'� �� FOC -. � - -�- -. t�;� . . - . .- - - - �- -��- �FOC .� y�� .o �Z .
�V 15. 2� � V
2•
� � f .�{# �{s �)tt �`}-�<E� �(� "'� � �O'
� ���� 16+00 >> �l�,.ty��t` r {:r ;t� tt�: >>� � .coi .F�
�W _ _ , � ll+00 18k00 .� ( (�' 1���1}g�` r ,L,ij7.� , • 20+00 V
'- - - W
J� J.8' 11' s��' +s{ l��lu� �r?s } s,�y.�� ��. �Z .o .Z
Z
W � N = N
= I � =r 5 1 �� �4,ttt� — � N m �
r J
J
V
:4'
2'
2'
_
� 0
'Q~ OP ........ ._.__ ______� _._ . _---....._.. . .__. __.._ ___ ...__. __.__.. ._._...__. ..___.',._.___..EOP ..._._. .____ .____.._. .___. .=„c;} r�v}y:�. tu "`�.t yt""t,�,i,-fs a} }s. s�" ._. _ ..._ .._._ ..__- ___.w_.._ ......_. _.___.._.. _..----- .._._.EOP ��� V.� F"' Z .
. ._._..__ . .._ . . et�t�`�` t1
� liyf�t�}t�jf'�7�t��{�h�#t`�,sa � �Q v./ � �Q
f �i
f�in„�+g�,..�;i�} �.`� Q � 0
W O �
EDGE OF PAVEMENT U � Y
Qa W
39 a U
BUFFERED BIKE LANE ' W ^ z
STRIPING SEE DETAIL � � �
SHEET 2 B� BA ' o =
z �
LARGE
0
A-33060
ORIGINAI SCALE:
REDUCED �' = Z0'
PLANS onre: nuc zoza
� SHEEf 20 OF 26
WN
S
U
Z
2 a
0
w"
J
a
U
�
BUFFERED BIKE LANE zo z
STRIPING SEE DETAIL
SNEEr 2 BL BA 22 p �
0
0
�
39 LARGE �
w
�
,� CHURN GREEK ROAD Z
.f. ... . .. . . � {Ys�Sk{}u+J�,'w.+ . _ .. .. _: _ . . _ _ ..__, , _
_ __ . .._. . .. _.. _. .... .. ..._ .... _ . ..,,.. . _ .,_, f O
C .: . .. .. . , itj t� ��3��4 rr�;�{ Si .- - _ . �° y� �
_ . �_ .. .' jt :q,�,z�•�d�...�rvf��"t'i '17f"`ri" �'� �:. — .. _ _ . � ' " .. 0 m 0]N
N .�. .._ - - -- - -� - - - -� �t�t�'�e�}'i tF"}�}��ai��t'�,r m'{�.7,��,,,�s�; _.., � "t� � " - _:. � _FOC �� -- - -- _ '-- . - _ .���u�wi 3 z o
�� . .,,. :.: -
��,..�. . . .
_ <_ �
�£ � �it {t J .,, �i � __ -` , w�- ��.W . �
� 21+00 ' ' 22+00 {Ex=��r�t� }i���'� 23+00 � isl��4,;.w 71` ...- .. �� -- �� ., o� o : .. �
�(�J� Y $ 24+00 �(. ,�,ER
.� F,�`,. fiifr S +0 � � .� E�JD.'
rl i n s t 11' � �?� ��
.� �'ti r#1 l i l 'r �-�""���_�.,�� 26+� Y(J t ce '3
��(,� ,' i t t ' ' r f ' B' `�'' � �r
�I� ..._._. _.____ __._-- -....__..-�-------... __.__._.._... _._. . .____.._._.. .__ ._.._ . ..._. )�r;�.tJ . .._-�- -_......._ ___...__._. ,�i:,� .._.. ._.__ �"...._��_...- ---...____. __..__�_.__..EOP ...._..__ ._ � o ��e. .
-
__.
Q ��y�,�tJ r : , ...__ -'-- .-_...._ �� .r�` `s��ae�..#z�
�� ��� � � 3�1 s 7�+ ,t _.---- - �._ Z
t'!.r�a t t c i {I�S.°E.
__..-
�i i ..,.�,,�;° _� . � ��
t t�
N W
EDGE OF PAVEMEN�i`���3�'�`� f"" o z�
� �t�,� � 'Q ��� N t
Y� u
�t}E }}It{{ . � �m � W.
� �'� , BL BA � i � � � w�
� ��BUFFERED BIKE L4NE � " r"Y r� r 39
<(l�' i�£ �� t t t1 �. ��4 tiy tk <C�t � � w
STRIPING SEE DETAIL `tt� fs���' �`��� `'j'rs s sy t� � y zj i� ijt i z���r�s� ` � LARGE ��n �- o'�
SHEET 2 t �}s trt}.t��i� y�r�st " t st i%i`;i , r s t i�t i 4i't� ��o o a�
its �: srs �� rt} � i,,,, .� is1�1�4, t
.�>N,=a4�.,ii�5, � it'1 'ttr t�t.t"� t�iC�`5
r3sti � �fit,i� �� d. f'�'
� ;r r 7� �� Z
yi �if
4,z r f, � t; l,�,�',r � W
i�'t i�xz�, ���t�� � �
7} t�#�j� ;.t��� t,, �` 't /n� �
ti{'��.� t) S3� /'� i�.� �.� .. �� �
tit s t t,�rsrt m � Z �
t�t}}S. £ t {i��} � � � ..� , Q.
�tti�i�l;t 5 �74�f�,, �it�j{� ti 0
t�r341`i r r t`��(�t7 t 7,,t;� tr Q + . '�.. � � �
`i1 � ? tr r'� BL ��41�} s�� � y I1 �y
g t c�Yty tt s itt`�}titt t�ti. t� f y it� 4tt�t. :'� '' LL
ix�x5�� It�i� � t'.rl 7 �� {f �`yt �t 't ,i� f:
� t��i{,y,}t ��t�t�s}7, .;..a. ���,�t,i,� '}'� � ' x��;t�t � ^�� LL Y
�,5�,,.,, , �� 4j��� ,:����,,c �,, 38��� 0
� t �
R��,� +��, ,' "' '' �', t9.z' � � 39 � �
� __ � ��,�, .
39A
�39��� 2z � C'NURN��GR EK _ ���u,,��; a� t�{,�� Fo� – - �– �� E_ �
_ � �� � ���'���;� ����,,�� v
�� � � ��_, �� �' cw _
} S —
, _ � = _� � v r � �:t ' ����� 7 t�r , 16� ��� �� — ... � -
_ '�: , J
, ..- -_ ��ir +�t�r{�� ��t�y �isf{���i� ti�i �'., � .
.., ..___ „ --
,. �
... - _ , _._ ri����si #���t �� f{1=��t(z t 1J.r j,�,' � t .t`'`�. ��-• �.
_ -: ' ` £tr t� � ; ;:
. . - 6 '... ` '1> r t ' 3s t 2�yt . }t�tj tf tr } � ���i t t 12.35� . . �
- _FpG t;y � 122� tr itt�t� ?� r �'Jt r{��ttt�;r�t r r �� .._ 'C.1.�.LIN�� r.. _ "'T�� �.
_ ��
BUFFERED BIKE LANE � ,,,�,.,�•---"""� "`' 29+00 �,< ,���)i i� N
_ �...�--/'�--"" ------�-I- �.,.: ��,r,r�<. . ��s{ f �0�.3' o
STRIPING SEE DETAIL -� - = - � �5 �,.---"''����� - ------ ,������ �D R��cst z C�
SHEET 2 � - _ _�-__._-- - �a.3'..�► t (' o Z
= ':. - _,._i-_.__ , a zs _ - a
�. �� '.� " .,,,..,...r— " � �,,, •• �4.Z5' } �'it r }� 1 rf2ti;z}tt,`l�- �CW � � �
_ , " ... �.. �r}itt i �tizi i t,�. � U � F-
,
.. , . �4.5 � .�. r .. '�n . . }y }st�: �}tr�t r�,a2�>« � -►..,,,,s. ..... w (��
� �" �.n ... "' � p� + #����� �r{i��t� �� � a Z�
��,r,.�.--�+' �.� z
1 .. 2:-�".. .. r j �4 �t tr(r ri � N.
�; � �2�+�� 6 4��.-.. - -...._ ..._.__ .::::. --__ _ .._�,. � _. _--- ...--, -- �t �`j���sw "�f��a��S���its�` - �.
�
o ' �""' �. ���� _EpP� � � ����,,`�{���;�;��.,�� �_,- �� � � a
� � =�' ��' _ _ _. . BL ��BA � 38�� �,tt '��{�z�� �,r''�'f�r.`t���r�.r, . � _ — —
` ,
�
� , ., �
� , .,
_<_ .. �,,.
N i , j`t$j ) t�i t} ,.7j � W Q
�� '' � �39A � LAf2GE 1�00 FT ' ���,�,�" '° � � ,� �"�"
V � BL BA i00 F7 \ , 9M 39 'Q O Oa,
. �� _-� EA � � 1 �
� � " ' LARGE � � �., � ,' � � �
�
` �
� ' � e .� , J
i � � 39 � C�,9 � � � W �
� z
t� Z � � � �
—� a , �
�
i N "�'
Y4 —�' �J � � � i V�
'� BUFFERED BIKE LANE O � I� ( o
STRIPING 5EE DETAI� — ( "
EDGE OF PAVEMENT SHEET 2 j A-3SOG�
y
ORIGINAL SCA�E: '
REDUCED ," = zo•
PLANS DATE: AUG 2023
� SHEET 21 OF 26
WN
_
U
2
Z �
a
W' �
Q
U
�
J
� Q
U
ZO 2
� C9 3
Z p �
O �
�
27B ~ `+ c _ g
Z ��f 27C 27B Z
22 } ; � � �
...��. � � ��.� � .
'its�ti ��� '��sltf i�t�� !t tit�t�rt� �� EDGE OF PAVEMENT �� � o m m in
� i s� + �� o �
s Jt S�j„a>�',t A j,t<?k It``i`�tr ?� 4f� � "m^ 3.� . � �.
� CHURN CREEK RC,��:� , �; s,�� >, ��� � ��� �w �
�--- _____ �.� ���
:_ _ _ .._
_ _ _ _ _ � =_..
� f����''tt'ifs}�� . _.._ t s s��}��tt� ' �_ ___ __ _ ___ - - __` - o c�
. o
-, ,_ __ __ _ N
3 2 st 3i't ft ��� tl j'�i4 i;i .....�� ��
:. U� �NEER *
�
, V$y
10+00 11+00 'C2� LINE ��at�s}tf�f{�'�� 12+00 tita � 13+00� � �
' 14+� 'C2' LINE 75+00 � �� �
, 7 t rt;� y r t. ...- - � _ -d
t"�i�4yY� `�� �`��}� J�. `�� z � k
s it �t Nt�� ° .
� ---- --
" -� ---- � ---�^ ^wr�3"�'r� 5}3: '*�+r - - �.. _.
DWY --- — - -, -- _.... '"S��
`�.� DWY �����.. DWY �� � DWY ;.is)�tf }Yr It , ---- �-- - f- - - -�- -- - - � U� `''io�u�#���
,
, � i Js�r � z st� _ DWY DWY DWY
,. , s ` / t 2i, 7 t hi�{����tr
�� , � t ��fi��$ __ flEy1. � �" Q�
.
.,
. -.: { t V ;..� 1u'� � t �; �
� I
�
, �. �. . 4t � ��� i i M � W
,`
� \ )
'� � �-;� j � ��� 27B $'t �'S� ��� � EDGf �bF PAV�MENT �� �,; ` � � '; �
�
��
, + � 27B i > w
, , m �
�. � ��sltJritrd . � .o. �. � �
� � _ 1 �+
t��tl�t�� t � � i�� k�}f . 1}rt�y�t t '�. � � w
CITY �CIMIT BOUNDARY� � � s r jt t�7� ts 3 � ��� � d'
�.,a� r� �.,1{1 Yit f t r t}E I� i �fi �`.i ( ' , w �a z
��tii L t�� ls�t� ti i�7 .tis} L � 1 .G i t S�. stxr i = �o� � �a
�._...._...__._._.._� �l{7ttt°?titt�ty �t 3 itztri�� xr� tt��i> � }�rs tt rs� : ...........
.�___�- _�_�� ! t t ,ii�l�t$<t,r.. ��" ��� it,,i.<,.� �s '� .. .... ... ........ _-__
� � f�7 , ' t rt;� �-�-�-- -�- -----�---�-
__.
--�-� �� � 1 ����--`� ----� �'�{ � � � � s z; stfr 1 5701 I� �r---=�- -�_ ------� � �'
--_-------'
j 5605 1 r=- � �� 5631 t{xs,�,xl`�� `,{��' I CHURN CRE�K RD � �I 5�17 �� ��---- ��- --�--
5623 ;�rtl,�� t� , I 1 CNURN CREEK RD
I �CHURN CREEK RD � � � �I CHURN CREEK 1� ��t5; I '�, ,�t�`� �� �i ( ��� CHURN CREEK� RD �
�� � CHURN CREEK RD� j f�? ,,�� � t t s I� �
; � .� 7{i�7t t . 3} �4. .� �� � ���.
t
( i � �� y� 1}�}ttz�� I J�;}�ttx I�� � � � ��r
�t,� i ,� j�i.r�t,� +t�r ..� �L
� 7{G t t 4 t y Q
' �1� �i�t�4i� js �'� �Q� a
tJ�{$z kj $$tf t{ly � t�j�i� �5 Q . W
t f , i j�i .��t;z ��ili�
rf rt t� �
1 W �
$��it3i t s : � � z�, �t t r ��i t tit4t{i� ° t i �
t f�>t t 7�t tt's�t .r i�t tt t ix�it y�� i t�tp�lf �
,.; s}y.klit�t rxst)�i,y�,,, ds i�ds�fj>t7�tt t t' 7��Jii t,, �
A„:; s ir�r � � ���F'.i��t��°' '�;,' ri Ll. � �
� ,Hr,�ro„
�� � t'rc:i� ';t � � � �
278� �„i„��t��j��.r � �t,�ift�tz, t
-�� t�r� � ��
tt [ , r,�� r� �� H
Cy � 22� ��r 'f'��t t7 r,� �$ U
� . ��t�{f�t x r��i 4rt��}{;1}2 ZZ � .
�+ G't'��1{s t�ii �ixf EDGE OF ri�'�,}��'�ENT � O� .�I
�� CHURN CREEK R�`��`�r`' 1;'�z`�� ,,�;t�'f,�t,,� �'�t�;;a _ ____ _ � �
-�- __ _ . _ _-__ � z � {t t �� _.___ ,
O . _, i >��zi��k���� ',�)ary��, -^t� �{�e ;��'w2 � ����rl�?,s' - -�` N �.
_�_ ��-- ��----- __..a.._.__ --- --= r�� i �
_..._ � ____ -�-
� t t r �l <t ; � � .
'�ssj t t i��� r t� ' {7'�i tt N .....N
.� y. t 4 tilitrllS t s � } i t t i�t , o
76+�00 '.C2� �WE 17+00 18+00 `��}� �'°���' 7� {�j{�tj r!1'9+00 "r��,tti i4. Z0+00 C2� LINE � � V a
� �;t '
...�,Ia,`r�„ t ...,.,�it� , - - �- "r � .
� �. ......... � .
J ft t z
2 �t�� — Z
C� _._ __._ _ _ — — — — — —
�J4t{fj'�4 � Z
.____.__ ______. ...._..'_ —
; ___ ___-- � o-
,t "
t �, � �
� --- — — --- -- -- _ _ —
_—
— -- lt,E ,� , � z� � � Z
-----
� �' �.._� tt{t } t tt4j }� 7t s �. �
�� _._ __.._._.. } � U
7 ._ , - { ;,�k�r� rkt�t�u�;y�� t���,�s �
- . __ U V W y
i�� �` i� .r±�i f t f� ��j z�ti I 4 ft�fttr`�,, �� � � M �
� � 271. . iiii{}t5 ,3tttSJf}i;t{1t��YPt#`!' �} � � " m� �
�� y `ar�t,J sllijt � � I � � �
,
� (�
� 27B� —� ` �ll� � � 7i� t��}�.�ta�� �� � O
� EC���,`'QF PAVEI�F�� , �27 B�
r � `�I Y t 4� ��,,.�t' i
�: / + 14� s� az if 1 s t ���
; . . . � { ts y 1� S 7 . .. . . � �.
� i � 74 '1 jijr tirt�J�} � yty.�.�� `• �. ��
t I m ; � � t i.�t�} tta{�t��.,. <:r�----��- �..._.�..W,w...,.� V �
--: ;---_� L�_.�i m i� '13 ��r��tJ,,�,,. �-- — � ; Q W
� ____ �
r�-- ---- -- i � �
� r s�ss i W
�---_ ,
� 5751 ( f CHURN CREEK RD � � � 5015 � 1 � W O Y
� I CHURN CREEK RD � 0 , � DEBBIE LN I I U� a W
. • I i . I. � �i 1
J �
d. V
W � Z
� � �
N =
Q Z
Z �
m
O
A-33062
ORICINAL SCALE:
, REDUCED �' = 20'
PLANS onre: nuc zoza
� SHEET 22 OF 26
W l �N
� 2�B =
Q z
278 ,�O ' 22 27B W� o
� J
� EDGE OF PAVEMENT 22 27C >jJ � S� FROM ETW o �
�
- -
i ` ���� �
� . � �+ zo .... z
- CHUF�N CF�EEK FtOAD _ --�� � 22 �. �, Q
N '� N
� �
U __ --- ._. __ _ ._ __._ _ _ N o 0
. . - -... - - - - - - _ o
W � V o
Z "
- oo +oo + W �
_ - - —F-�- - _�-- - - �-1- - -i Z �
V �r ,�, APPF�OX _ �� _ � J� m o 0
tt i�s frf t t�} S,1 �"�'-5��—�—�
� t { �xYkt�i`ji� y�ti�tt�s{� �1�� ...
t{ j�y ta 7 r r., [ yr r. ._ _.__... — ---- - — --- . �"" c� "' �z o�
t t '�}' , t+ka .._...._. ___.. __._...._._ ___�_.. _,.__._ _._ _.___ __._....__ _ m 3 �
i
� '#a�#�t�� + L1 -t,�'°`` �pWY { t`�i s�t'�t� �- DWY � - - -- Q �`n a �:
} s � ; �t f r V'i i�tt yt4yy � .o� o i'' �.. ....U
7i'�?7t l�iz � j st{�t C� t
t
� �, rf� 4
38A ; �,N�Ea *
,; ;
r f
l�,'t t t� `s)i{`}t' �EDGE� OF� PAVEMENT" 27C � a�T�`"' ��'�
1 1l tt}' � V��{l�j � � ��
=s; � r z� ,t f 27B - > �
r s��21ti. {i r{�jjjs.� �'. � ° b
}�' �it j .' � �iiitz.��1t�� .�y�'�'�wr� .:�y:
i
{ ){1' +i i .s Ek,!
<s�o3n i
'itt#) �t tt k r,t�i `�
�{ + f
k 4+ }f; '�}rr'
i
�
�i tsJ r. . ---
M w
,�}it 1 j ...'_" O . Z.
l� f t t .._.- .� N Z �
�}rt� ..�•-� m �� z �
N W
27B � ����nr � j z � V ��
t 1 y'
� erF }� �i�is3� t�t�f {4{ � t�lEel7lt� {� t�yr � y��+f � �
4 t'tj { it `}�� } ' $tst tt t f rs 1'i tj�
ri �y }f4 sr,i�5ti'� � 7i t �it � t��, tl i �0 0. ��
; � 7 a'{ i at..�` �t s4�s�'�S',�„� � i��'�t�ji��
�i,>,�.._ ,
ltt ri�}�`�� � �
t
p � ���������� ���%j�}��{4�
271J � tl t� ,' t4y{f t }t W
t � � 4
O � �� �t}�` ;� l�t r, �
; - t} G4itir• p{i} 1��. �
s
;� ��p ' J�t t�;' ��� t . �.
22� (��,' "�t 10' FROM �` �,1 j �'' ,� � j' ��
a � � �y },�,at�, �5, ��� �� Q�
�� �`� r ETW �. t t r� }�tt+i,f�i��, t"t �.
�}� ,'' .... �' � �s�,�i�C �i�iG�� tj�l>�� ttt ir �. W.
��� �l0' MIN.
� � jt i � J � S s
.� ��.�. . _ _ :.;— ..- ...._::.. � � ��{ � �, y t r i� 1��.f tJ7f� .71`��rkrr�t 1 � a
�y — " ... "t �t `�t ri�';�4j�i �`t s�t�S� EDCx�ij����}�����`�u���t tt t}t � �
��. � �r`��7.�ti� i y f t�t��nv,s' y �`� �ty�.S�.: �t�'r � tr �1.. �+�.
�
� �4 t {
�j,� 'CZ' LINE + � .. � 1 ,, � u�i}� �r� S 7 O
Z � �� — � ' � �_ r si� ��F�s�is;i
���— �- xr}� �y. �'�r
.J 26+pp *�+�f��`r�t��t���. rf s�� tC � "',r!
Z ��� . � €i( `tY^t�'„, } t }4 V
���
—- --
———
--- -_�._——— ..__..
tN 4�}
.(�. . �r tst t tt3St • `'{ �t f i
. �______ __ . f �,tt}
_.. _..:_� '
� � _ .t t� sft il�tf ... _ _ � ,�ri1,t; # J
Q�. - - ._--""`�,_�.,,,,,,, 4itj 3,E13 .'.�.__ �si'` �a� f� m.
�4�.� 10� MIN. —"`,—,.. ,}ftst'f t }� � f ,z„�� ,� � � '�'�q ��
38A — xb 3 � }, �ri t ���t, I�l`/� �t� }Y f�
;�rIt��'�7i r ��, t)t J t'r�i3 4 ��cs�I: ,, �r�(�� ��.
' { }} yi t r }�3� E{,� � .
i �
I
�it t st ,t, t'��' � t �,�', x ��� ��� �� 27��� o
"tii���`� ��t�j i lI i r� z�4 tr�� � >t�� <
� n..�. v,�
4�'"ija +tt t.,'� r1 O/� N
'� {�s {tf ���. �
�_ j S, , z (7�
` � � i tu (� z Z
'��� �1� ,t �r; � �t�, �� a
�� � t z � t Er c : ,(�. Z" <�
� 5� ,7�� {kl�{t{}� r,� �t. � � 0 �
EDGE OF �PAVEMENT��� 1 t�sw,� s ,�s s � �U c�� I—
� r 1? ���,'.�..<��
�jJ ,s 7� � ,� t, {�� z �
t,y��ir�,� z t�t,��° �` �,1,<.,_ �1.41. N� o Z�
22 t1 tI �te{: 4 �t itt��� �... � _ �
' �tt f si 7.�t��i�., 2B �� N. � �� .
.����r�� ���f��i�t�4�'�3 a."�" % �
`�� t 7 7 t} �} Sa r�r}�'ti��t(itl�i ; � � .� ��.
Y}siU� �i�ti*1 � ttzl7�.tirnt"" .�+ .Q
{iaj,r{,.���,t�uz,t�„r � �,� �.. � � �
C� (jJ (J
tiF Q a �
27B J V
a
w � �� o
`\ N �
......2�%,9 O .�. .
1
2 U
m
D
, ` . A-33063
CITY LIMIT BOUNDARY
��.��. ORIGINAI SCALE �
REDUCED �' = 20'
` PLANS oarE: nuc zo2a
SHEET 2J OF Z6
W�
2
U
Z
Z Q
W`. o
J
Q
U
�
J
Q
Zo Z
(9 3
� �
O �
0
�
EDGE OF FAVEMENT 27C 22 �
27B AIRPORT ROAD "
Z
r����� <. ._. _ . _ - -
,_ n , �,f� __ _ _. _ _
.: ..�... _.__ ..... .__ _._____._ ___ . �_,:_. .�....._._ . _:: ..._..... ... -�- 7i i�����`t31J3^?r� �s�t, � -� -- -.. _- -- --
_ - - - - - - ` r�j ts$s t�tl t' rt ,tt�' {Yt�: ��`s � � g z� �o
... - -� s x si�r r i..� �t �1 . .. .... ... . .. � � �� � i.,
,{7 sJry� � f�rsi:�.,� ;iif;�t� � _ _ _ _ � _ _ _ _ _ �� _ _ _ _ _ _ _ _ . � N� .�a� �
70+00 � sdts t st `' � t s w w .
tt+�� ,.., � {r,t„ �i � ft r z} ` �- .o o c�
��. �.t,.,,. .r
'
.r,.3Nt ..s{%.t
. .. -.. �, �... „ . Q ��� *
- - _ `
ij�r i t{,�,`, r� ' � _ - T5+�00
t4+00 ,A c)j6
.._ 1 " - 1 - _ I�I.� �i``w
LINE
t�517 is� s� t"1I s�F - �� � -
�-- -...-- ---�-- Z �'<
. _ _�._. _ . _
...__..__ �� (� 14
'_.___ 2�. t rc >
....... __._ .
.._ __"_ ��44t^*�� . ,�,y,� } � z
___"
� t�ry�' _— _...__" ,�,f,iF'kC�` '_' "'_'_
_— __'_'
_ __ _ �
'IV r . t�l ��`'�t4 ---
i :t t , .._._ ___-__.-____._.____ . _ ,�. - - - U `�bl�� x`'4.W
t�s5 7� } t�{ �n
. .____ _- .--
� Q
,} _.__
ilt $ isz� � �t. � "---''-�
i y��{ t,;=i�} . . �,..'_--,-.-�, ..
;y i a� �� _'_ _... 5,�,,. d
';`� h` EDGE OF PAVEM�NT� �� ��� � � w�
t t rs�i
27C � .z z
"' �� ti� 27B� �
4(tt � �m N , ` W�.
}( Jt �
�{lJ t�$f kj �O U
}?)}}�t`i�r({t a� k}( . i � m w
f � V
� � { s 7 4 { �in � O..
;�Ut7;�t�{ # �t�a�y� rj§t Ist.� � y�s jzl {it 1}i� .w a. a .
r .1�, itytz t s. i�} L�.� � ry}ft 1}f� +, l�J t.�J r l� �o o a
� � { sr��.}l�yy(1 1 ,.1� F�t{y+s �� ttr f:�i}�� 4{�r4rt
� i:,�I;,:�,�. ta{�} �t'1 .t,r j ,ti L
�f f;{j f � 4�i:$ii� f'�
� lSt�iytt£;� �}!�4{ i �
�l t>
z r����� , ,��r �� W
#�,tf 4{��3` ry��3}s(, �
tl y 'n �
jtt��t� fi�ytiittt �� LL
0 �f�l{� �;.�t�t�{sYt� Z.
�,�/ +tJt' tt yi 1 Q
�i (��t����� t��if�i�i 5� �it��°t� � Q.
� 7} ���. {�t I x, r } y t t if W �.
rS �£ � r y� x y�'rt J � S js � .
�.. � l�;il����'�ir tSsi�llly�it �ls.� �1`��rkrrl7� � W �
�. . � s �t t$� I} �.t}st#t#{f t� � z i s�3 t�r�rt77 � � �.
Q � f{�r,�+�,,�� } '£�`����� � a�� is1�� � � �SI�SS� � LL �L
� � t F ��s� � fi � � ��
i 1 �t r �}t � y7 t�} �'„f �,i'St
s � tr�
� 1 � Ij{�tt� � ����j��j �i � �
� ..,i � � :` i� i (.rt� } t5 se�c.
t J�. a ' �f� }f� # f�- �t�} t � �.
.. � ,.f. i �,�. f�t#$�y�r �` ,t il�}itii� �
38� Y '�� � � � � � s� , � _ ��
__ t� �t i �r� st 3�'jf' U
t �i} ( 4 r s
, � i r �ff t t> t
.. , :, i� +� ls�E� t�rt2ji }tii4�`'�itt
��22 : � � i{� �,��� �t r �z} � tr�,. �a #af.
,__-� 3 s ��� ��, �r , , ,1{f�„'r' {`,`I t?k,=�38 27C �� ���
_ �� „,� ��'tt���= AIR������OAD ��r =�
_�_ �. ... . . " 'Y��f�i S ttv `�.y"'�, �a
. . ___._ -. _ . . ._ ., ._: �... ' -..- :; :-, r t Y ,J
�. _ _ -_ .._ .� ___ k8j h s� l�t� r ��."�s'l�r�„h ,�t ����� 't��'f�r` �. . �if'�'``^sn�* - � -_ ._�_ _ . Q.
� � 'I 1.8' � t �� �� �{� i � s��s� _. _. _�. .
} FOC� s,� t a „� �3 s o
3 5�
� _ , � �Yf S S f 5{?t;,i<,� �2 l4f $t V�
� CW
������j�+lf,�' FO�,�tt��,`.<.: � o
�
��t t t r� .� � �: ._ _ z
- �Z� l�titizl z
z „ r.� ,t� tr � o
Q � }ti� � � i l {4t14{:o-.
� 76+ 'A' LINE � 1�2 77+00 .. .... ... i8+00�... 19+00 1 r�'�i��r i r #'��i' ��` j� :� .... . _...----",...,,...►�-�"""��.--�21+C � � e-
� �- ��—f-� - +-� {—Kt �t�—iy"'�r�r{f ytt i�st„}3' � �4 _ A' LINE� �� �"� Z ��
� - - - - - " - - - - -
i� M � a
.� ��, i flt�t ( ti�,�i�t;tlro, � m
t � — �
�
V � � � � �f r
r
k r 4 «r
� -� r {�r� �,.� � �� y
� r , ; _ — —
� .n � t t ��y � � � � � ����.
� 12.5' � CW � A�����,s � �tr �t,�t'�u( ,,,.,, �� — 0
_ _ t r s r` --
__ Q �
- -- — — �
- _ ___ __ r�„�����=�3� ` _ ._ -- ���
3, - -
_.._ __... __. _. __. ___
EOP� _`� � -, 4, � �� ��
27B 38 >� , � �� �,�,�� > ; � � 22 �� EOP� 27C � �� ��J �� ��
, �� �� �d��a-� a
' 27B 38 EDGE OF PAVEMENT a �
Y `
W V.
,�:, "
� o
r
N
i � � Z
m
O
A-33064
ORIGINAL SCAIE �
REDUCED �" = 20'
PLANS� DATE: AUC 2023�
SHEET 24 OF 26
�N
W
S
U
Z
EDGE OF PAVEMENT 27B 22 Z ¢
22 , J� o
: AIRPORT ROAD o �
- _ -- _ .�_:_
. _.:... :..: .__...___ . .. ._...... ____ ....... ..._.._. ......., ., ,....: ._�:.: _.�_:: .."-__ _..__._ __.._. .:,._ . . ...... ... .� 0 J .
____. __
60+00 'A' LWE 61+00 52+06 27B t�p C9� �3
63+00 . o. : o
64+00 �A� LINE -a o
_..._. ____ ____ 65 W o
_. __ . __ - __.- -__ _.. _._ _._. _ _ _ _ _ __ �� _ Z �
-- _ - w
_ _ �_
—
_..._ - _ - " —
J z
_.._ _
t412 �{I1 } -..
. . . � _.'_._"- ��
y4tl��Tkittsf7�t:f�ytltt ��Jf.J � ____._—. , _.._ p m¢ w
� }z t�}'� ) i;� t��:l t � t t r y {4 4 _ — __._ �Q z w z z o
��4 t�tt` .s? ' �,�z iE�t�+ EDGE��OF �PAVEMENT � �"� 3�
�4�7it�� :;3.ti�" .,,,.1 �� . .. N� Q
{$ S � GA J 2 � !if ..__.... __ .. .�W M- 0.W V.
z P4���r�y#� ��r�t��s� ��7B -. . . -
� t�,iitir�' 1
'<si3 1
�}i tt�t�l", Y� i fr ����a *
r 2�'rt �tr�.' i�'t r ��+ ��
L 7t' q7 s.{� t
.�{z�ti J�'�s!it� i) i$��+ . `" '� e _ � .
rs, ?7t�} x�� �
5 . t ...... � . "&
y � : r� a �s �
t�� t � � �{f t£ F jl'� G7C ��'jl� ..
t�t{tii ttr�{� J.+s� ��'}7�; si�.�e Y h.
��t}ft } tf�,t i
�{}��r }i f .
� t5itt) (} IY�.
xr' .:
r{t� SII � N W
t
. �t��J�} � ..
� } � � �
27B� '''r(�t a�i z 27C EDGE�OF�PAVE1rfENT 27B� �m c"'v� � w
t,s��t,�C �W .m � �.
} t£ k� 4�}4�j�:(
� U
( t 2
2
il
4 l
4 W
�
}
� �
7
} LJ
t y�, —
��,y 4,;������'�'�{�,��►D > , „' 32
�. __._
Et��r ,rc.......t} 7 rt :=7 ��1 c t tty�f f �. t is'cj{i7t�,r ____ ._.._ _... _.. _ __ _
...._.__,__ ._._,....�__ ..___ ........ ,...:. .....,,_ .._:.: :---`- �--�- .. :-_: �_::_: _ . ,..�.�f ,yv„�.;e��v y�f`r ;'i",a,'g"t... v �hi�� ��7.i.,�r�%t h�.;�''7�e,�,i.�f�{q ;. ._._.._ __ ...__ ---__ ...... _._. _
._ _ .. .... :�� � .. a.
� st��i>t.ir,�Y<, t ,. s 1, 1� , tfi� h
�.Q� :���rt'1 1 sx` � ��'t t s�i�t ytr
t�CJ t��Ittj �� ����4itf}t� �+ Z
O
�t0 i� t;;��' ��(.. W
�t[� 00 � �z+ t�'��� '; t y��{? �.
' — � IINE. 66+00 . `t f, . , . �
(jJ - - -- -1— - -- i - - —f— - �� - � - � - - —{- - - �- - -� a V1 h
Z r , { ' ir`t - - � � �
� — — — — — — — �t�� t t i�t,,� �
t
_! — — �j �� t � , t -� — — — — — — J� Q d.
� �ti��zl {h�,1at rx z{ �� � Z� Q W
F- {��t;t i� r�75 r , S�fat�t s. ,t )t s f �) i4� # r .
'�t�J Yi f 3 } S} 11�1 t t }} { t SS f 1
Q 1 #�YI i t`tt�� r4t rSr t �,, t�t�7�,t; iy� r ; �
� �� (�
,'�i�,' �_. .-�: •.._ -.,< ., . . __ __.. , ���1,.�#'^s'!,».t'„�i x�,*r'i`y'��a;�s�t�' -- �..Y%"7�`�`'���t f i�'�t`t���}4 s�, .. . .__ _ -_ _.. _. .. . �.
_ � �i , ., _�.:� -..� = _� '_ �i r���ars�� -- �����'�t���✓' _ �a��`'', , --_- -- - --- - -- -- .�
_ ' ��r t � � `
� . / �` �, ��s t'+' �t�} r
�278� �'�;� ��` >, 27B ,z ���3� � �� ,rz , �_, �- 0
�IJ� 27C T ' t ` t' t t � '''���
z,�� t j�,�#�{� �, t; 27C
� (�1j' i) ttkr� k"� �t� � � �� �.�' .
si� ��S r>j.. y r�tt�`{.
� j{Y£fi�t �s Zlr } 4t t}s� y�}S t �W:
��i��S �Y�j xY�} Z 4ttyi�4t # ttttt�t,;�
E1f ; t�s �.t it �lf t�,�al,:° 14 ir t%`�y .�.
t �.� } ,,f' z}s'
�fi�� � � t�����t t� .�{� i+4f� 3t��' { tt�t��� �
„ t 1 i� `', 7 i r tI< Y �t l7 t�
`(jlt tF s �{�, 7I ti� � t z�a i .sf { t i ;f� � a
{ t,u YI f �# t��f7� titft�t�..tF.%duxtt{} ts t�f�tiy �
i>'
tt fa'�i�f )�.nj :.1` t' i .
� ,rc„, { 4,. �'
.. tr��lrit� ....... z .
t ��t�'�:ti' t rt�4� 278 U' o
�27B� E6GE OF PAVEMEN7�� � 32 ;;5�3 + , st� ���$,`4 Z a
AIRPORT ROAD� i,� t ,3 �,� >t�f� �� ��
4t� ���� �
- - _
_._
..— ��i}�11�"� �.�tt� '+�l`.�`�'�E!'�trWR,.r„�t �. . ._� � —�— _::. ��_ _—_. _— — Q. � .w �(�}�
_� .._._ ' �:::>
.... ___ — ..-- ._�. . �_ ' — _ �__. s t ; tt �ria�FJ�{it���'�3 �plr`s`� �. .�f � z .Z:
O
_- - _ — i ,�m; , �� 0 0.
� - ,, t ,7 � � # t LLN —
y£
+ J� ti ti 1 1.,{i,�.�.y�. �. �M �m
�� 13!`�f} 7t 1 � � ��{� O
� �, , I,r t#��� ,r,>��� N t-
� r . �
� � '�4 �4i ',�� :i {�`t tcistf�;.���` 76+00 .Q. � � .�
� f y� ft t t�+ Jr�.1�',tt� . . . � � � _ — W � � .�
� � ,��,��.�;,, , . �, � �'
Z - --i— - - —� - - �- - - +— - - --f-- - - —%- - - ' _� _ --+---- -� W O F-
_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � U � a
� Q J a �
� // /` // _ _ __ __ _ � n. 'a
� / .. /// / ...._ .. .. ._ . ��� � L�{� N
� ........ ........ ..:�: _._... .._ _.. . � .... ..._.. .... _..__ /��,� � ,.:__ .. ._._:. . ...,. ____ / .� /�._,,.. � . ��.
. ..- __ ._.__ ._... _._ . ._. z.
. _ ... __ :-:: ._.. _ __ —_ � . ...
. . . .-__,:- ._. ._ . .�:- ._.
� , _.. _. _ __. __ _. ... , ... m.
�l l� ..... . .
' " EDGE OF PAVEMENT �
S� 37B �
A-33065
��� ORIGINAL SCALE:
REDUCED �' = zQ'
P LA N S . DATE. AUG 2023 ��
SHEET 25 OF 26
Q �N
(/—� � _
V/�r7 \ � � .f .j.. U
Q' �v 1 T
z ' Z
Z� [� �,. � � ��� � Z w
N r7 � ,.,� o
,r W�
.... �� „, ' , . Q
EOGE OF PAVEMENT 278 22 � �
38 ` �
-
32 AIRPORT ROAD 3� " � a z
_ - EOP -
_ _..., _ _.. __... _ __ o
_ .._- CW
zo
C� 3
� ¢
O ___.. p �
,_ _-
�t'� : o
_ O �
+
11.5' �� � a, } o
n � �
at2� — — — — _ �
_ Q y s o
(� 77+00 'A'� LI 78+00 { } � `
- - �I �- t �fi �s{�� is��y ��t "��.-00 12�
Z' �--�— — — � � + at+ _ _ _ + W o m� �
_ _ s, _ �,�— 'A" LINE �j
t ii�+y{:i+ii� S I i^�"C Z"`i'�£ t t —J � .� _ � _{' � -f- '�"" L � W Z? }
J ��{u�i5��4t ,} �< ts��tri� t J v� '^ 3Q
4 w F �w f-
� �CiE" �ttiv� � }t{ i tt. Z �o n ..U
� � i � �$t'i�'� t i ? �� V �,Hccn �.....
Q _ _ _ _
� �{�ilY r �} t i � t}' `` tl1
�i �s � V�t�' i;r�i{JJz�y 3�f�� �
.__'.._. _._..._._'" __ .__.— t
�2 �
___ _ _. _. _ » - - �
--�— �t r�i o-�irr��� —�-- - __ '��`�r� 7 40 CW �� -
� � �
2,
- _ u �
38� ` r�trt,� 3r t,r --- �� ,�r�
.::---- .�a o 8 . `c�
-_.:
��t� ti,.$t� tt{£ �ttila' E�P -.- _'�'+--......,� ",' ��+sio3a��,��
�i�f��s�t� ... %�zl4f?��.,� .38 �- --'-".�"' -.
- _ „,
t s ;>; �� 38 ��
��i{ � t
�37B �� EDGE OF� PAVEMEN7�� x� yyl,t 27B� ��+�
�����# i �` -'� " w�
} �c\ N Lcl
t���t���t� k .. O. . ; Z�
. j j ..'�m' n Z..
� � W
�
#_} � ��; � m �
3 Z U
} tt
!ft tiritiS�}{t 7 Ij .qf# j�rt i Fi `�1 � � W
t r: 4�s�,4 i} i 7� S r� 4 �f #$4xr�j��t tt£ 1 {F — , w ¢� �..
"� �y(�tf 7�f t4�r 7(•}a � tj U r yk t�tt �.4 . ��'�'
� "s ti�'� �ti��l � 2',�� ��j}Sr7 t�i'.,.,i'� 's! ytt�J�� �o 0
a
�".a,i .r,i��,,, 7� 1 �:..c�' i$ 3�;��7 � �
Zp �,x �4 ,tir- � � i }, (y J Z
\ J[J..� � � �}}4 trr f'i35� " G � �
�"� 38�� � ar
'�� <-, � �s�}��,' }�4 'is�� EDGE OF PAVEMENT�
- � 38 � ,�t ,r�'�i� ,i,} r}� �
_ :__ �27B ��,��;. r�tt� F—
, �."'.' 2 � . {Y7)t:t. . l } , �
'�C.,.,.., - �.� _ :- . _ �op�_ ��' `='r� AIRPORT � £ z
, Rr����
_ <[
---� _--- � � ,�{. p� Q.
p� � -� � � � , ��-- �s`
�� 1�2,`J� $z���f {}tt�s�itt'��t(tt „, yi i � __.�.._ �
stiir y rt � --�- �_,. -
,___ W �
��� �t;f sr - � ��ttr Sf�,}�� i r��t�( i: u 7 � -�� �� �.
�tt s11r t tti£l.tYtS�� {{�qi 7�{ a; . F k�t��4�is�E� -�. �/�
) — ,._:. . ,:.::. ___ � � 3.
yQ �2� t J tttlt} ttJt 7,e�'"'� lr t t .ti � �iti; t '�'
- +00 � �*�a}�,...1„b� s r�1�t�,tR� e`�t 1� � � �.
W � -- - - . .... 84+00 t � ��,�
Z �- - -I _�_ _ � ; �i t ' ;,`t 86+00 � >„ Q
— ,2• `��- - - - - �,t,,�s,'�"^�— -�-� _ _ Q '�"
J t.{s r.�s�.s,�. � rt tii�i,<< - -r-- _..A LINE � 7
(,�� �2 r��(� }r�r f x rl�� � � V
F— `x ` r, � �� �,� — J
� �i j Gr#t'��Y,1
Q � 1 1, � 7�'It tr t '{� tt�t�z s�� � t � ��� �
�C =t� sl'i ir i�'S t ' , , � ��'�` � ��
_ __. tt r�„? �` ij� '�t �rzs}r ���,,t __ ta .�irYs , __ _.
� . _ __
� � .__�_._ . .. -- .. ...�.. _.... _ .r� c � - � t', �i �: �--- �--- - __ -
-_ 2� � E� "��t(i�rz; �� r�z���{i i{ �t ttt�t�i� i � t F - __- _ ____
_"_ �f� a t 3 � ��st {tt�lt i�'r {s � �� �}�
_ i 3 �yi i �' o
_ T- ��(�'` j� {{4 a� 1 ttst� `t�f�it 4 � �� �
38 $ �j
��� 7��" �� ��0� PAVEM�NT
278 }` r �}� Z
Y�k V
tk�r srt� `� t)tt z
� o
ztt6f�;f t} �tat� t� °�G Z �
+ �;a� t � �t y �� r itJ�u�` � � �
}� �s1 �ilj i t Cr r itt r V c�a (�
���z�3��1' t�?3 s trt t �t��i��, w
j tiYt f� i it S{t j 'rF+ Z Z.
�� r}r 1 £� Ji}r }� t{r � ��.
..... . . . k i t 7����f tji l:Jt}.,t�`� nI 0. m �..
a � �
22 38 22 't � �t't}�i f ��3� fi � r�n
. ,,.�} t ujl �F t i'1�Sii� ,,.r '�
O -- �- __- .___ , �. ..� �t tt��1}��i i�zj tt�7 i��t�I��f Y��3t.� W '+
.� :.._ __ ..:_.: ....> ' �_.� :._..�. _._ ::.: _�_ �:_:: ,:.:��._ ____- . _ c t;�t ttt $ z�.�t,.�,K. ...... ._.. __.. ___.._.._ .... .,..�. :�:.._ _. _. .:.- ,�-: v W�. Q�
� ,{3ir`81�.J>..�>. �� Q �
n
�
4 ,�► '�r. `�-� •,/--r— 92+00 _� - _ 3+� Q a o
W _ 9i+oo — J �
Z — — — i — — — — —+- — — + — — +--- — d. Q
_
J W o
._ � .r.. � � � .� .�. � � ��. ._.__. ...-.. . _.__.._. ..._. ___ �.�. N
.f .. . .. ..... ..... ....._ 2
_.
a _ o
� ,- _ __ _ __ �
�, _ - - --- -
� ` :�� 2�B � � � 2�c� , A-33066
38 38 27B
ORICINAI SCAIE:
;� REDUCED DATE:i^ AUC 2023
PLANS SHEET 26 Of 26
�.�
� �
� , ""...�-�
� '"�rr;,��
C A L I F C� R I'�J � �-.,�m
53�� .
� r� ,
1{
�t'f 74�i 1tiS�I�bi �#yt{� .
'#fQ 1,Si4rtrr4ttitt}t� ��
{y�£3I ilt:,,r r s,�t,.jt
t 44
(
j�i ik5$t�}i ��i. J7£
'"fi4�``�PECIFICATIONS
� Y ;��k
f��'�,4�t ��f},
p tk��'t(t tlt,.t�
1��t.nf ist
}f{ Y£,�
� Far
�{{ r� tr "'r,�
r t � �;.
' `�`�` REPLACE AC�SURFACING�2�23
t
7, ��:1
��,�;,��s, (Job No. 2707)
�{ sr { ,
� r� t ��tsi i{.� 1 t t� t i ��ti
s!2 s ��r tt Jl{�$ ;ti e} I i k �
{�,_,�,J;;r'{{�;`j` ' B��t'������'��*��ON NO. 5402
.,�, } �.4�i� �� sf
l§f} � t
4
}{��f;k ,�'} 424
7 s�� . ;�tsj �i.
� f 1�1 t:
f7fJf h$4t�i�t
Jt 1 j {.}�
}t{{Y �t i t }t
f 7 SF i�t S'} tti tt�S}i
f�t ,�#� ��'
'ttt 1 5 � 4�r�""s��,�lpid �+�r�Fl{f�rL t j��4
`�# `� ;,������'�� Re '�'`�'� ' ` i t
r t C,��'� G ,t Jt���i
Publ�c�Work�����lartment�`'�trr'�,
Enginee���,�ivision ;;;r��i;
,izr, < t �
� �, r;�tr�t� � ,
� �4i,�sit{ �.� t� J � 2`fl
R¢OF��S�f{7� ��� 'v 4.t 1� �s r��'�`c jiy�l�`
��� � �. � .q�� �� �F ;l��?ti �; {{�S i r 3 . � �z �'��'`�� ��z i�
�t�,� �,�c {r� �, '7�,���' 4it �°xi r' ;t�s�5r�r�.�� 4il t r�
�1 �"'�' �9 �. t { ii{,a},�,U` ilGi���
L7 �.} Q �i'� .., } �I{?�.
� �� htq. �aB�$'Zf) �. � �tt i�i��� �2 ��
z�1t �l j'�i t
T... .� �. �j sti . �7�{tfx 4ar,��',
i); 1� i IS' tSt t£ t i
�. � ' � y 17 � t�j/t,A,1'
AS'�. � CfVkL. �Q.,. zj�ii��i d{t���t`s3��� '"
��'F' Q�� �1}� r�tt��i `,I,tti�.,��
4F CAL�� t'i�� fti r r r7'i�t( '1 jr.1�4f..:
C�ilt 1 1 `s��,
I �t „.0-
� �`f���ra�-� �
Chuck Aukland, City Engineer Date
FOR INFORMATION CONCERNING THIS PROJECT, CONTACT:
Tom Semb 530-225-4506, tsemb@cityofredding.org
PROPOSAL DOCUMENTS (BOUND SEPARATELY)
ENGINEER'S ESTIMATE........................................................................................................ P1
PUB�IC CONTRACT CODES SECTIONS 10162 & 10232... ......... ................... ................... P2
PUB�IC CONTRACT CODES SECTION 10285.1...::.._......... ......... ........: ..:.:.:.: ....:::....:....... P3
NONCOLLUSION AFFIDAVIT .................................... ......... ......... ......_.. ...._.... ..........._....... P4
LIST OF SUBCONTRACTORS:...:. ......... .........,..,...,, .,.:.,... .,.,..... ..::...., ...._.,.. ............,...,.. P5
SIGNATUREPAGE.............. ................... ,.....,........... .......,. ......... ,......._ ......... ,.....,............P6
BIDDER'S BOND ........_.................. ........_ .................. ._...._..._._.......................... ...................P7
SPECtA� PROVIStONS
NOTICE INVITING BIDS .._.__ _._.._.......................................... ._.._._.. .._._.._. ...__..._ .._...._..........__.4
INSTRUCTIONS Tt�,�,���,����17�,���r�4� . ...._..._..._..._. __....... ......... ......... ......_.. 6
tt�iz ,�,,�_ ,,,1,,�',
PUB�IC WORK�3����'��EMENT..... :�,������ .................. ......... ......... ......... ......... ....................10
, t �,{> 3{ ft�
PUB�IC WORyW�� �'AYMENT (�ABD��ND MATERIA�S) BOND . ......._. ._.,._... ....................12
}t { �t�t
PUB�IC WO�'�� PERFORMANCE ��Y�ID..:::::.....:.... .....:... ......... .....:... ......... ....::::.......:..:.13
� ,� � t'}� �,
PUB�IC WO��� MAINTENANCE B��VD .._...__......_......._.._......._.........__... ..__..._. .._..._......._.....14
�, �a�,
SUPP�EMEN"���{DISPOSAL SITE AGREEMENT.... ................... ._..._... ..._..... _...................15
t,,�F
, �tt
���SUBCONTRACT��`'���i������``j�aT �r�';�;tt, ...... .. . ..17
$� t ��r z s F4Nff�� �✓rn��`�'�'����{Wfi'' . � ...,�,., � .
::�i,'r t t J s�t� i� s,., � }s r t I'r
�TEMPORARY WAST���''�'ER C��f���ARGE ���,?�ICATION ........ .,�...._. ......... ....................19
� �t ' �'t'r
REFERENCE�DOCUMENTS ,�',��,�,�� ...:�..... .�'��,;�� �� ....:�:�:>: ......�::�: .....:�::�: ....�.�::�.. ....:.,,. 21
�tst� �����tr�= ..
PROJECT INTRODUCTION A,��3 SPECIAL R,��;�'11REM�NTS.::.:: .....;:.. .....:... .......:.......:.:.:22
} f�t{ , { � <,
iff��
SCOPE OF�THE WORK.... ��;�'���� �,��;������` ����r�,��,�,� r ._......._......................_........22
�ixrf$;t�t �:tl?t l?1re r�j£ri��iatjs`z}r�,}�s
TIME OF�Ct7MP�ETION... ........ '�''''..v:'s:'�4�..... ��,��=�,��t�`,{.�._,��,,���� ......... ......... ...................�,22
... . . U t{ ., . . . . .
MISC�ELLANEOUS REQUIREMENTS�.. , {��;, s'v' ., .,.:..,..� �,,���� ... ...,...._ ......_.............22
�tt7 t�4
�Et���x� t�x rt§4��r.
Preconstruction Conference � t �t t� � � ` �t� �� ��'` ��� ��� � .:22
K�.wjt�rk y�'��€ ti 4�.1��r � �t�+tt,.
� a k i
, rts�.it Cj j35 t{s} citt x r
Watering �����, >�� t�t ,,,��, ��4� �,��tf�'�' 22
... ......,..�......��.,.�.. ....�...�. �}�lt���,r,.......... t��#zar'��,�v�vs,a�`�Ir.� �.?��........�. J+j»Cx
� t t.t S �> . t t�t� ..�. �. ........�...
;{r� z i tj� i(��{�t}tt trs'7 t
}l�t �
Surface Minirrg �nd�R�clamation�Act�....... .....`�' `...�..... �;����� , ._.........23
fi
�'�{i �j �f}
. . . . t t
Contract Provision Requiring Personal Certification�of a�i��aim�����t��;�r�k�;�;�'��j..�.._....__._....23
t jt � r r i�� �,��r
Construction Area�Signs..._....�................... .. .,. k,��;����`r��������`�'` ......�... ,. ..23
�t x''` '` ,. �
, ��,,jz�1 f.
.S'O1111C� �'.OIltPO� R@(�UII'@tll@IItiS ....—..�... .,—..�...._ ......`.'z�fi��{�?�'�}u'{�w��s,���..',�,., ,..�...... ...._..._ .._..._._......._.._24
7 ��t,i,��.lE}Ia.t.
ErosionControl:: ...:....: ....:.... .....:..: ..............:::: .....:._: .....::.: ....:,... .....::.. ...............:::::24
LocalTopsoil......._...._............_......................_................._...._..................................._........28
PlasticNetting._._ __..,.... _..______ .__.___.. ._._..._..._.......,. ...... ....,..._ _..___.__ .__.___.. __._.._...._...,....29
FiberRolls.......... ............................. ............................ ................_......,..... ..............,.....29
As-Built/Record Documents.. ............................ ......... ......... ......... ......... ._......_...........30
ContractItem List .....,.. ......... .......:: ......::........:. .....:... .......:. ......... ....:...: ......::........:.::32
PART 1 GENERAL PROVISIONS:, .....::.. .................. .....:... ......... .......:: .....::.. ..............,...:.37
2
SECTION 1 GENERAL.........................................................................................................37
SECTION 2 SCOPE OF WORK......._......._.............._ _,.,.,... ..,,..... .............._._...................._..40
SECTION 3 CONTROL OF THE WORK....::.:.......... ......... ....:.:.. ...::::.:. ...::::: .......:......:..:.:42
SECTION 4 CONTROL OF MATERIA�S ........_..........._..... ................... _._.__._...._.................47
SECTION 5 LEGAL RELATIONS & RESPONSIBILITIES. ......... ......... _......_. ._..................47
SECTION 6 PROSECUTION AND PROGRESS........_....................._......._...,._._.._.___.........._..55
SECTION 7 MEASUREMENTAND PAYMENT...,.................................._._.....,.._._..,......,......56
PART 2 MODIFICATIONS TO CONSTRUCTION MATER►ALS...... .......:. ......:.. ......:...........:.60
SECTION 200 RO$ � }zsf{ttt, 4��' zS ,.. ......... ......... ......:.: ......... ......... 60
��� ���� ��. ......,.,......... ...........
1Y t�i ta�,�t"� �t f ,ra;2
SECTION 203,,��'�"��IIINOUS M�''��4RIALS.._..___.._... ..._._... ._..._... ..._..... ....._... ..__.._....__._._._.60
��,r ,; ! ,�r
��SECTION 2,��;}��RAVITY PIPE�.... �,4;xt�`� ......._.......,,,_ ,........ ................_.. ................_....,,,_,,_„60
[t�y if f .fi�� fr a i l�:.
SECTION �`���'PAINT AND PR�T��'�IVE�COATINGS..__. ...._.... .......�.� ......... ................<<.�6�1
��t�, ��,w
SECTION ���;�BEDDING AND BAC�CFILL MATERIALS .. ......... ......... ...,..,,. ....,,..............62
`;t'�,ia�1
PART 3 MODI����'IONS TS�? CONSTRUCTION METHODS - .,63
7f`t t it . t �t t t 7�2
� n t�1 fi (l i �ki f t I t t
�SECTION 300 �,��'�����'�C =���'>>� �'�`�'��}��� � ......... ........_ ......_.. ..,,,,,,,,,63
�.Fx,,S � ��� r n �"s�;t, ., ......... ......_..
,t.tri4�� Y /r,
SECTION 301 SUBGRADE,�'1�'�;�PARATIO���3't'�'REATED MATERIALS, AND PLACEMENT
t 4t tt t
DF BASE��MATERIALS..... y;��'k��� ...... .�,��t{�7� ........�,.................. ...._.... �....................64
....
��t `}� >it;��f
��SECTION��302 ROADWAY S'``��ACING 7����f��t� �, ;��� � � <<<<<......65
z l z
�SECTION��303�CONCRETE AI���'���;��"����CO��''�;����';��4QN ......... ......_.. ....,,.._....,....._66
j „,f a('1��� tt �{..� l�„�� #I 1
SECTION 306 OPEN TRENCH CONDUIT ����TRUCTI(��t� ......... ._....... ....................68
�����'r�f�� 'z,,r `
SECTION�314�TRAFFIC STRIPING, CU1���:�`��PAVEMEI��''�IIARKINGS� �AND
rrlt�x��t�{ r �si . f �
PAVEMENT�MARKERS�.............. �1{;���z�u 7r��� �����,',��,� '�"f,�� ................,,,,,,,,,,,,,,�0�
f ' �f t} �{�� �
}jEt7 tt� � )) ft l�� ��i
PART 4 EXISTWG IMPROVEMENTS i'�,r`:`......__.'`�'�f,����;*�����ri�, �;"........ ���{�}� _....__.. _.. ...,.72
� t r4��{}y yt.,,c� 4 �� ,. . .
...
SECTION 400 PROTECTION AND RESTORATION ...... ,�;����' ... rt� ......_.72
i�t�(s�s t `S rt j�t.
��SECTION�401� REMOVAL. .... ....,..._......... .....�.:.,� ����r { ��t,f,{,t�r,�
� sy�a r{�k�.?��+r�}4�.?i^'t� ���.�.72
z � S t �� 3 ti
SECTION��402 UTILITIES��.�. ......:�.. ....�.:�..: ....�...._ . �'��,� €�'� '` `{ ' s ......�..�.......�..�.,:73�
�,�, h�j+fY#n�c}h7+ti&m � .
1' � {3; 3Y
PART 6 TEMPORARY TRAFFIC CONTROL��.........`����'1�4�'�;'`��,��":..�;.., .......�.: .....�.:�.�. .
.................:.74
������ �
SECTION600 ACCESS ........................................ ......... ......._. ..._..... ._._..... ..,...........,.....74
SECTION 601 TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND
MAINTENANCE WORK ZONES.............................. ......................................: ...............:.:..76
Drawings .....:::: .....:... ......... .......:: ....:::.......:.:: .....:::: .....:... ......... ............A-33041 to A-33066
3
NOTICE INVITING BIDS
REPLACE AC SURFACING 2023
(Job No. 2707)
BID NEGOTIATION NO. 5402
In accordance with the Municipal Code of the City of Redding, sealed bids wiii be received at the
office of the City Clerk, 777 Cypress Avenue, Redding, CA 96001, until 3 p.m., September 21,
2023, at which time they will be publicly opened and read forthe performing of the work as follows:
Streefi surface prepara����� approximately 118,000 cubic feet of replace asphalt concrete
surfacing, traffic}��i������������,����,pavement�marking, pavement markers, and �II other work
shown in �he ��;t€��`s��and a� �,,��`�ired by the specifications at various locations�in the��City.
� ��, �r � � : f, ,
�sf €�.t t ,
The Engineer�j'f�,��imate is $1,565,0(���1}�`{yThere are 35 working days.
� zt{=� j ss
� � ',' � �}
The Contract��,�hall possess a validx��t�ss A or C-12 license at the time bid is opened.
k�} j.,
7JJ7f i�
� t�4,
No contractor��$rf��bcontractor may be listed on a bid proposal for this project unless registered
�with the Depart�t���xf�af Ind���'ial Rela�����r�ursuant to Labor�Code Section 1�725.5. Failure to�
�register prior to bi� ����,���1r��z��ll ���I`��'�{`�l��r'���,ito be deemed nonresponsive and �no exception
will�be allowed including�t�ie�rene�����ceptior�����wed in Labor Code�Section 172�.5(c).
��# +� �,t�T
, ,t r
No contractor or subcontractor�ri`��y work on a tif�blic works project unless registered with the
Department of Industrial Relati�����pursuant to,����or Cod��Section 1725.5.
7y It j{#y� � �{
Y )Ct ar ;t tJis�{.} �tttz i�t## Y
This project is subject to complian'��'��i���t�i���� and}����'i������nt by the Department of Industrial
ir
Relations�. , �'��5 �`��� rt
��x {4tt�. } t�t
t t�ti t" tI#Jr at
Each bid�shall be made in accorda�nce with �t��t�����cifications �����prop�sal re�u�irements thereof
��and no bid wil) be received unless it is m���,�r�7��� proposal f��z``�urni����l by the City Engineer,
Each bid must be �accompanied by c������ertif��tt ,,�qr ca���i�����chec��'��r original bidder's� bond
�made payable�to the�City��of Redding for���i amoun��;�,j'��1,'t�'��i'��least����ercent�(10%0) of the total
�amount ofi the bid �as a�guarantee that the Contractor�will execut��t��;� contract �� �conformance�
�with his�proposal and�the�specifications�. Such�Guarantee�shall b���`�rfeited ����'�����he bidder to
�whom the�contract is �warded fail to enter into�the contract. ��`''«j� t�,��`� ' �'�'
z �a:
y�s��ar ff r�l�f 7#f.����'
1 ' i� `ts tt z,,. �
Th�� City of Reddin�� hereby�noti�es��all bidders�that it,����,f��������C�t�'I� insure�thaf in �ny contracf�
�entered into pursuant to this advertisement, all busi�`����'�°'�tii�l be afforded full oppor�unity to�
submit bids in response to this invitation and will not be-discriminated against on the grounds of
race, color, national origin, gender, disability, or other protected class in consideration for an
award.
The State of California general prevailing wage rate shalC be the current prevailing wage for each
craft, classification, or type of workman needed ta execute the contract as determined by the
Director of the California Department of Industrial Relations, pursuant to California �abor Code
Part 7, Chapter 1, Sections 1770, 1773, and 1773.1. Copies of the current prevailing wage rates
are available on their internet web site at:
wuvw.dir.ca.qov/DLSR/PWD
4
Copies of referenced Standard Specifications for Public Works Construction, commonly called
the "Greenbook," 2021 Edition containing the General Provisions and Standard Technical
Specifications may be obtained from Building News, Inc., 990 Park Center Drive, Suite E, Vista
CA 92081 (888) 264-2665.
Plans, specifications, proposal, contracf forms; and addenda may be obtained at
www:cityofredding.orglpwbids at no charge. Supporting documents as required (i;e.
environmental permits, geotechnical reports, record drawings, etc.) will also be posted on this
site. Supporting and informational documents are for informational purposes only and #or the
convenience of the Bidders and are not considered a part of the Contract.
City bid documents a��t���k���f�,I�ectronically and free of charge. It is the responsibility of each
�prospective bidde������',����'y't��'�t�pleteness of their printed b�id documents before submitting
�their bid and ac,���anying execu���'$�ddenda acknowledgement forms. Users are��cautioned
�that C�ity �of R�����'g daes� not assu����ny liability or respon�sibility based� on ��ny defective or�
:incomplete c�����ig, excerpting, sc����ng, faxing, downloading, or printing of the contract�
�documents �"'�t'r�� t r'4�i'1�
�t t,y(� j i t,,f�
tz,si,�r:
�� i�;t
�The� contrac�t`�rl���cum�ents�� shall� super�ede�� �any �inform�tit�n� posted �or� �transmitted ��by�
5 ���
�vvvvw:citvofredd�'�,�',��-�Ipt+vbids�
fl�j rt`i;;ttl ��t �i�t� � #3{a4ltit�i{i£i'41�(f�i
�i��� Ij l}� k �� �E ilfit � f}. yt��tl
Be advised that the i�i��'rr'��tion �����'ned o�t,� cityofreddinq.org/�wbids may change and
�without notice to prospective bic���'t�'. It�is the r��� �nso bility of each prospective bidder to�check
�the�City's website www.cityofre����ig.org/pvvbids;����a��daily basis through the close�of bids�for any�
applicable��addenda or update�,�,,,,�lotifications,,���ates, l��dder�in�uiries�, �or� addenda will not be��
�provided�via email or any other ,}��hod ,�'<;�� # j�} %��;'}
11 ;t ��tr4tj t?:tlt t i� t � t i�fiht itt� �t Zt ft
For general informatian please conta�i�`{"��i'�''j�ityof,,}t��'��ing;;tF��t�`I��Works = Engineering office at
��530-225-4170. For technical questions �;{, ,�� contact �� {�m Semb �at 530-225-450�6,
tsemb@cityofredding_org, Bids must be s�������ed on City ���plied #orms. �No� bid will be
��accepted from �a contractor who is not lic������'�n accordan,c�`�ith th���rovisions of California
Business and P�rofessions Code Se�����"` 7��� et se���{�t�"d re���tions adopted �by the�
, , t{ , ti ,� 1, � ts
�Contract�rs State Licensing Board, a�`���nendet��f���,t�f��,t��i��relope ����sing the proposal �shall
��have�stated thereon,�`Replace AC�Surfacing 2023, (�i�fi��egotiatio�r,�t' ,'���. 5402) "
3��}t j �j 4 ,
YS tS4� 1 5 4 �J„
The�City�Council of�the City of Redding reserves�the�right to ac��or r��'���`���``and/or��all �ids�
7z y
and to�make that �ward which�is�in the best interest of�the��ity `E�; "' r�t� �'��'` �
�t �,t�, s�r w,,
, � a�� s� ,:,tr,r
�';�
fi J� 4�tt f ..
1 1J 1 �v
Il �21e.�s��1i.:{.
CHUCK AUK�AND, CITY ENGINEER
Publishing Dates:
August 28, 2023
5
INSTRUCTIONS TO BIDDERS
A. INTRODUCTION
Each proposal shall be made in accordance with the specifications and contract documents
prepared by the City of Redding, Public Works Department, Engineering Division, 777 Cypress
Avenue, Redding, CA 96001.
B. BIDDER'S UNDERSTANDING
The Bidder shall examine carefully the site of the proposed work and the Contract Documents
therefor. The submission pf a proposal shall be conclusive evidence that the Bidder has
��investigated and is s������;�����,��he conditions�to be encountered, as to the�character, quality�
and quantities of v�r�1�`'�����e�per����� and materials to be furnished, and as to�the requirements�
, t
�of the contract������ents�. ���fi, `;�
r
t��hf tr.�;, t i{,,�
C. PREPAR�"����N AND SUBMISSI��`OF PROPOSALS
it,� ;�x,,,�
jl�ktk7 ltitft=�
Proposals sh�������e submitted on the foY"r�iims provided by the City Engineer and must be signed by
the Bidder or f��y�uthonzed representative When signing the proposal, please set forth whether
�the�entity/indivic�"�� '�����a cor���t�ation, a �4����rship, a�jt�int venture, a sole proprietorship,�etc�. The�
n�ame of the persd����`����,�� doc��������r,��;well as their authorized capacity, must be typed
or pcinted below the {si�i����ure ;��`tcorrect����f,to entries made on praposal farms shall be
�initialed by the person signing th€�f��oposal �r,'r',;��{
f',� � x;t� �jF��
�t�y r yz�t S ti S�
Bidders must quote on all item�`��apearing on t�t���'ropo�l form, unless specific directions allow
�for partial bids�. Failure to quot���rr� item m����'�that fi��;r���m will be provided at no cost_ The�
. t'� i ' tjti �}�3. � t G
�bidder shall legi�bly enter unit or lu tt����1���}�,���m fi���;�'��r��;���� items required�on� the�Proposal.
�When� bids on all� items are not �re(�����t�, Bid��i�� �shall i'n�'��, the� words "NO BID" where�
�appropriate. In�case ofi discrepancy,�between u���t����t'ces�and tot����xunit prices will prevail. Failu�e
to legibly quote on items may disqualify tht�'���F�� Alternate bf��t,`�will r�ot be considered� unless�
specifically called for in the proposal forr� > £ yy
�f1Y�y tf} { }i}t� k}Yfi t}; �tJt
ss��r � u ti ��uSt} �r t�'
sl 3�,s �4 �, �)� 4s,� t
�����ts 4:�J t tl�t}l,tt't< �',4,t
Telegraphic�a�nd facsimile��proposals wii`I���ot be co'����'�,���;������� },,srt aE'
�t ,���;
� t
In order to insure consideration, the proposal shall be enclosec�t#��r`�`''a seal��,;���lope clearly
�marked PROPOSAL, including the�name of the job, �and the op������ d�����y,�„����'ed�with the City�
�Clerk, City of Redding, 777 Cypress Avenue,�Redding, CA 960G���,}t��'��r��'��te time set forth ir� the�
Notice Inviting Bids�, Proposals received after the ����a;�{ ,tr�'��������'Vvill be returned unopened
�whether�or not�bids are opened�ex�ctly at the time fixe` '��,������'otice Inviting�Bids.
D. PROPOSA� GUARANTY
All Bids shall be accompanied by cash, certified check� cashier's check; or bidder's bond executed
by a lawfully authorized surety company, made payable to the City of Redding.
The Proposal Guaranty must be endosed in the same envelope with the proposaL The amount
of the Proposal Guaranty shall not be less than 10 percent of the total amount of the Proposal
unless otherwise noted in the Notice Inviting Bids. The Praposal will not be considered unless
one of the forms of Proposal Guaranty is enclosed with it. Bidder's Bond shall be dated.
6
A Bidder's Bond will be accepted only if it is an original made out on either the Bidder's bond form
enclosed in these documents or on a form which conforms to it. Bidder's Bond shall be signed
by Bidder and by Surety. Surety's signature shall be notarized and the proof of notary and the
power of attorney shall also be original and attached ta the originaf bond at the time the bid is
opened. Copies will not be accepted in satisfaction of these requirements.
E. PUBLIC WORKS CONTRACTOR REGISTRATION PROGRAM
All contractors and subcontractors who bid or work on a public works project must register with
the Department of fndustrial Relatians (DIR) at:
http://www:dir:ca.qav/Public-Works/PublicWorks.htmC
s ' }�','�'��i� 4',�'� '
The City will not a,���`��,<`�''��`i�j�v���� �t��er into a contract with, or allow work on a project from an
�unregistered cor�����;`��ir. Failare of��E���'�tme contractor to�register prior to bid opening shall cause�
�the bid to be d;� ,��d �nonresponsiv�£`J�4�Y��he�City and no exception will be allowed includin�g the�
renewal exce�����r�1 allowed in Labor ����� Section 1725.5(c).
r t�t��` ,, ##t �
r � t � 1�
�s ��t{ , � �,�,�,.
An inadverte����rror in listing a subc�ntractor who is not registered pursuant to Labor Code
Section 1725'��jr��, a bid proposal will be allowed, provided that within 24 hours after the bid
� ,��,� ,
�opening, the su������,tractor y�� registered �nd has� paid the penalty r�gistration fee specified in
�subparagraph (E)��t�t������{�� (2) ��},���'��4����� (a) of Labor Code�Section 1725.5�.
4�';tiik7�t��.sii,t �i' it}�:.� a,' 1� j4j
F. L15T�OF SUB�CONTRACTC����;�''�� '�ir', �
t't,t t,� ��,��`�;
tt�� {4�,^
Each bidder shall submit with f���t Proposal a I,����� subcc�ntractors in conformance with Section
�3-3, "Subcontractors,'° of the ���,�dard S�������ation�t,;�';`�'ublic Contract Code Section 4104
requires contractors to list sabcor���,����{I�������nur�����};��;���,�of bid. Failure to list the license
��number�shall cause the bid to be dee��r��i��nres s���tre�. � `�Y;;,
ij tt`�4 s,} �j�2�
Subcontractors may be listed on more than c���',�rime Contract��'�`,�id
.�Ft�tr � ��+ �xt� ff�{:
t f !74 J �} t (y$
�G. Addenda and Explanations��to� Bid�� �,, r�,tf z�� �;� �:_
��;�itjf �t }�1 x
� fs�.��i' � t �s���t 7� tytitr tl S rrJ�S.' ���i
, ri #�i-itr �` �� t �
''� t�� �ik: I .j�t t� ` �i fi
Any explanation regarding the meaning or interpretatit�i�{'��plans, s�����`ications, or other Contract
Documents shall be� requested in writing, with sufficient allowan���f�f time ���=����eipt of reply
�before the time set for opening of propos�ls. Any such explan���ns �r1�1�(�����ations will be
� � z, �E � ,
�made in the form of Addenda to the� documents and will be fu������� ��������� listed planholders.
Bidders shall acknowledge receipt�via�email at constru,��'�'` nbi�� ��_�,'���reddin� :or� of all Addenda
�posted �on wwvv.citvofreddinq.orq/pwbids prior to bid c�����C,����'��il�ure to acknowledge�receipt ofi
all Addenda via email shall cause the bid to be nonresponsive and may be rejected. Oral
explanations and interpretations shall not be binding.
All bidder inquiries must be received 7 calendar days prior to the bid opening.
H. Correction of Withdrawal of Proposals
Bid proposal packets shall be submitted to the City Clerk's office prior tothe closing date andtime
indicated in the Notice Inviting Bids. Bid proposal packets shall not be considered as officially
submitted until the Clerk's office has stamped and accepted the proposals. Once bid proposal
7
packets are officially received, the packets shall not be returned to the bidder and any changes
or corrections to the bid proposal shall only be allowed as foilows:
1. Request for Correction to Bid Proposal
Any changes or corrections to the bid proposal shall be made in writing,shall clearlydefine
the nature of the changes, and shall be hand delivered to the City Clerk's office in person
prior to the official closing time for submitting proposals. The written changes or
corrections shall be submitted in a sealed envelope which has the bidders name and bid
schedule number clearly marked on the outside. The envelope shall also clearly indicate
on the fcont that it contains a correction to the original bid.
The�Clerk°s of���,�'�����_�,���p the new envelope as"Received"�and�sign and�da�e th�e fronf
�of the env������ ,������e C��������or the bidder s representative) �and the office staff person
shall botk,�,�����;�date, and pr���r�j��eir names over the seal of both the original bid proposal
�packet ������he n�ew envelop�;`���ntain�ing�the corrected documents�as� evidenc��tnat the�
two e���``opes were n�ot op���d. �In the presence� of the bidder (or the bidder's�
,��;
�repre����ative); �the office st���,`�erson shall �staple the new envelope to the original bid
�propo�����ackef, '��
J#7 i J
At the C���t����ening, ��e person t{�u ervising the bid opening "shall open and publicly
announce�``��'�`t=�����,�j��f�f bo,t:�{����w�1G' �I bid proposal packet and the n�ew envelope with
���rt�,t
�th�e cor�ections`°��~�I��mate���,����oth e�t,' ��pes shall be treated�as one�document and the�
�correction documentsha��t,���e�preceden��,}an determ�ining the corrected bid amount_ The�
�Clerk's office shall mair�i����� �both docu�t���s in the� bid file along with both sides of��the�
�envelopes. ��`� t � ,
7c � i t r'�:1��� tr
l�}}�} . iyt�t !t s1t7 tt
s F � ) �s t
2. �F�equesf�fior Withdrawal o�"���,_������`����`�id 0������t `���
v,�t��� }i\ "�!�,.�� zJ s1 t x,3�1 s t �a st.�l'��
�'t t,t�A},s<�; {S{�f,, •, tji
Requests for withdrawal of bids shall be,���i either in p�z'{on or in writing. No telephonic
requests, Fl�X transmittals�, or emailsl�����`'`�e�consider��rl '�hr the�withdrawal of a bid.
j i}r��t f r� r�. }
t 2i �C .
� s's r� � ;r; �ttlr#t�� t�l z t:
Jf the request ismade in person,���;��,�qu����g part�4�z��='the off�;,�staff person processing
t4t}4
the request shall both�sign their r���nes ant������`>_������e ove�� ,��seal�on the bid proposal
�envelope� as evidence that it was not�npened`�'°'�`fSe office s�, �t��rson shall then write on
the�front�f the bid proposal envelope `Bid requested to be,��r��drawn �r������] by[printed
e5 � j � t ��tf t�,l t�<i��'
�name of requesting party]. The� office staff person and ;��t� re�����������i'arty shall then
��sign�, dat��and print their n�mes oh �he front of the bid p��}���#�x����°elo�e. A�copy bfi the�
front and back of the bid envelope shall�be ke���� th����,��:�,�,
slr t f i}.f �{rt..�
i�,.i..,., l
„.,,.
lf the request is made in writing, the office staff person shall sign his/her name and write
the date over the seal of the bid proposal envelope. The office staff person shall then
write on the front of the bid proposal envelope "Bid requested to be withdrawn by letter
from [name] dated [date]." The office staff person shall then sign, date, and print his/her
name on #he front of the bid proposal envelope and shall staple a copy af the letter
requesting the bid withdrawal to the bid proposal envelope. The original letter and a copy
of the front and back of the signed bid envelope shall be kept in the bid file.
At the bid opening, the bid proposal packet will NOT be opened. The-bid proposal packet
and a copy of the letter requesting withdrawal, if any, shall be returned unopened to the
bidder in the same manner as bid securities are returned to unsuccessful bidders.
8
l. B/D OPEN/NG
At the time and place fixed for opening of Proposals, the contents of all proposals will be read
publicly. All bidders and other interested parties are invited to be present in person or by
representatives.
J. PLANS AND SPECIFICATIONS
Upon request, the Contractor wilf be provided five (5) sets of plans (11 x 17) and specificati�ns at
the Preconstruction Canference. Additional sets will be available from the Engineer at the
Contractor's expense.
� � ` �f '
4 f,{'j �,t}i {i }r}{r {��
{t t i 4rtl� }t.E } �f ,.t .
t } <t
� Yt t
a s%;r IF3}r,,t� t jj¢ �
'.1) J� �} �{�� 4
r ! G s�tt �4r i���`t�'...
I�' jt{�� f
i t�t �'� t t�,
t�t 3 tf}�tr J .
{ 2 t�
)�i it.�� � s. `s�'
f��� i�� �t� t tt.
��j�4'�
ic
�tr•'
{Itf{�{��t}z
� 1 �
�t� f�� J� r
� {1 f Jtt � til } 7
Jgt{1Si}t S �{s+} r . � }�? ttr„44� s�l�yl}:
���� ���{v,�Sr7 I�. , 2i{�yl {j( .y
„ {�!� ; ��{i4r
s ��t��1 `���t F�
kt�4 r tt,s� `j's�{
G} �i i,#i �
� �
tr', !:1 ,t�
�} � ���1
st
,� t� 7����s
f� t,' 1 �
�t�xk�S � t#S flix�� y13s�t�1
�tr�7 1 t1 i� 7f1; f;iJjttii' .
���� � tr 7r}�t3s1 �tt
{�lt� t�,lift�i{��(t<� s( ts}J� �'i� �#3ti
�i t(32i „i��.�,z,s,..r t�4�4:s,,,3a„ tJtf;
E �
�I ty$ � �
�' 7 r- j tt
'��r� t z
t t {���£t '� ir€
' �4 3 a
t �,i�t'j f�st� s
i t �� � � ����}� k�
'i t i �:t 'i;lt�Z 2 fl .
. } ff '� 1 s �}7� .
i t. � 1 -� I�,t�s�j t,z'� ���ic t��f
� � ��,��� `j�ittf z 7�{'?�t?> � z yl
t
r z,�r' trti Jt� �:{t'c4� k �` 4t {il
`�,`� t t i s 1r i�
�' ..>v�t�.�I„� ���ilGt�t�y
� �ru
�
t �'�z 1
t�t' � 5���'� �
�j�sti . ��{tfx 4ar,���
i}; �1 7 I3�' tSt t£ t i
� t 17 ' t Ij��.,�„y-
rt i i i 4�i d{t t�i`s3�, ,
t�7f � rl }��{,y .
ii�( 1{jltt}},t���I.,
1 i�t lif 7 r t7'yt�5 t rl jy,li,4.
4}�*
��t�� �.{1 ;7t xb..
l
1f ,va�..s-
9
G I T Y C� F �---'
<<�
,-�-
PUBLIC WORK AGREEMENT
� A L I F fl l� t'�J .. �; A'=:
THIS AGREEMENT, made and entered into in duplicate, on the date below written, by
and between the CITY OF REDDING, State of California, a Municipal Corporation and General
Law, City through its City Council, hereinafter referred#o as City, and
Contractor
Address
��City �
4' s'�z k
. a'S�` r si�}1 tt [i;4
hereinafter�r�fe�red Y�,��},����������,
tl},} ����� f t�� �
t,,,t��; � �,�� t,�
WITNE��,��{;�I, that, for th�t,j��nsiderations hereinafter mentioned, the City and the
Contra�ctor agr����s follows: `�'�,;,1�
t,,�� ,z J r
}}7tij] j � �
The C�{�l��ractor agrees, at I�'��,{�wn expense, to furnish all labor, materials, tools and
equipment, �����{,to perform all the work required to construct and complete in good and
workmanfike ri'���,���, in st�-ict�accordance with the Contract Documents, and to the satisfaction of�
�
the City, those ir�������t��#��${�ntitled t ��,� �,
}�3As{#�jit,?7i�jfi��4.�1Y { f�tfhfrtt Itt zi r
{ � � � 4 t4i�������# Tifte
}i`�`�`�.,�,i,,��,.� �� �i j'� t� t�, {x "r
i 4'� `tt;,}' BIC���y� #�
�"�� `t`'� Job �� #
t,`�,
}��� ��„�,s�
;}s 7�t }l�}Str>�
The Contract Document�t{�►erein referr��=�� cons���,of the following document:
f tit�l t t�t s . � .�� i
1� strr4" } J dtrf�t�#��� tt�'t�1� ft 4�,�.�#;r1
Notice�I�nvitirtg� �ids =�f,Ft,, l;�j,ll,� t�<< G,������'����t��,ons�
Instructions to�Bidder� �,���ial Provi��,��s
��PI"OpOSc�I }t�i�����`�CI@IIC�UtII �a,t`z�:
�B�idder s Bond {l;� j;,�ontract Dra���'�s ,
�Agreement r�}1�r`�t�' ,��'ublic Liab����������sur����
��Payment Bond �,,'{�'��'�;"� �,�Y�'� ����"���;` �„ �,�,
f .
TPerformance Bond' `�� ��i��;�,���}J}�'ompen����n Insurance
�t�� `3f`
It is expressly agreed between the parties hereto that shaul��$��ere b�#�f��,�7 ��flict between
the terms�of this instrument, or any of the other Contract Docurr����s���� ��;���`'bid or proposal �of�
the� Contractor, then this instrument, together with the� other G����,��'��icuments, shall control
and nothing therein�shall be considered as an �accept�€�����'�}��'��'�rns�of�said bid�or proposal of
said Contra�ctor. �.�,��� �
The City shall make payments an the account of the Contract as specified in the General
Provisions.
Except as provided in Section 12940 et seq. of the Government Code, Contractor shall
not discriminate against any person because of his/her race,religious creed, color, national origin,
ancestry, physical disability, mental disability, medical condition, genetic information, marital
status, sexual orientation, domestic partners, sex gender identify, gender expression, age or other
protected class nor refuse to hire or employ the person or to refuse to select the person for a
training program leading to employment, or to discriminate against the person in compensation
or in terms, conditions or privileges of employment. The Contractor shall insert in all subcontracts
for any work covered by this [agreement/contract] this nondiscrimination provisions.
The City agrees to pay the Contractor for the performance of the contract, subject to
additions and deductions provided therein, the foilowing prices, and the Contractor agrees to
receive and accept said following prices as full compensation for furnishing all materials and for
doing all the work contemplated and embraced in this agreement, and for all loss or damage
arising out of the nature of the aforesaid work or from the action of the elements and from any
unforeseen difficulties or obstructions which may acise or be encountered in the prosecution of
the work until its acceptance by the City, and for all risks of every descriptian connected with the
work, and for all expenses incurred by or in consequence of thesuspension or discontinuance of
the work and for well and faithfully completing the work and the whole thereof in the manner and
according to the Contract Documents and the requirements of the City Engineer, to wit:
The Contractor shall commence work within the time period set forth in the General
Pr�visions and shall �����r����;����ecute�the same to��completion within �() working
�days from the�dat���t'����bmrr����,��r�nent of work.
t�'r, t� � �'t,� ��
,s ,1 .}
IN WIT����� WHEREOF, th�;t��rties to these presents have hereto set our hands and
seals this���i�of , 202�� ;`ft
� ,�, � � r
i'1� u � Jtl�
� y 4J �a�
I 4�t' �`�
3��i=1
APPROVEDy��TO FORM: C1TY OF REDDING
�. �
z�,,, ���
tt
,
,;,
��"� �
�zjr��a � � �i���it�}�t�t�i t����F� t�ilty� �tf.
�1��.'ts�zj�t t(tt s 5' {i,t}} t�#t i14. {}i1 Ji�
� ,i,st� {
gy: � ,rr ttr� � ��,= r�By��
� t'�Yk}�+.JY`4�� t'f 1
City Attorney t ��''� ';����1 ayor
I ,�4� }hrt4s} '
fiy t 47�`c�t ft
;tt t{t }+4:I (
t� i
� ri� {tt�tsa� '� S
' 74ri�
�=��sll.� f t�:IS�'£ s i�1 tt�� i���izi{i{��t}t
:�.{t it t �ti���iit�t..
' �'�',����«_..� ��i��`-�`��i�`,,:��,���'�ctor
A �It , � � t
��:`i �`'� '� ,j�',
7yr,�t��`� fy}} H
4 �4tr7� � �({.
t tt t t t
�3 t� t�t�trt
i{', ia it �?t�Z .,�„J,¢,�� >t �, '.
ATTEST: ` } �``��rpe of�t��,
i �
t� ��tr�S t� f � yl ...
i tilia.. ` ��t� j4�
��Tx�,r' 4(�t� t � �f 4'1 ��r,^" a tx r.
��r'�'� f1f t{ 3 t1 {# . �1�
' j s�t,,<i�a�s,. �arri��rt
r 4
r
�1 f f
� �t�t� ,.S��
By. i �ti it}�, ,.
kE
�r��3, � F�} 3'�t�,�„r
City Clerk Taxpayer lder��i�� ���} ,4 � �
� s , �
�l,�1�}� ,��
�} r{f� itt 17iztt§`§
�j � �{7,;ixI'flt sl`�i�:�'a",
f �12�''tl'�{�sE��,�t �
st
d is+ w„t,�s}'�"�`
By. t y,
"Name" as Filed with IRS
By:
Contractor
By:
(Seal)
BOND NO.:
C � TY (� F -
F--
f
-��
PUB�IC WORKS PAYMENT (�ABOR AND MATERIA�S) BOND
C� A L I F Q�� R f'�1: � ,� �
.>.�
KNOW ALL MEN BY THESE PRESENTS:
THAT WHEREAS, the City Council of the City fo Redding, a Municipal Corporation, in the State of California as Owner;
has on , conditionally awarded to as Principal, a Contract to do and perform the following work
to-wit:
as will more full appear in said Contract, the terms and conditions of said contract being fully incorporatred herein by this
reference; and
WHEREAS, under the terms of the Contract and pursuant to Chapter 5 of Title 3 of Part 6 of Division 4 of the California
Civil Code (commencing with Civil Code 9550), Principal is required to furnish a good and sufficient payment bond to secure
payment of the claims to which reference is made in Civil Code Section 9554;
NOW, THEREFORE, we the Pr�nc�pal and , a corporation duly authorized and admitted to
transact business and issue suret 3���������t�gj���State of California, hereinafter call Surety,are held and firmly bound unto the�
Owner, and unto all persons or,�;��'�����rt�ii���'�`,��sert��cl�im against a payment bond under�any of the aforesaid Civil Code�
provisions in the penal sum ���,��,j'`��:��°�� ��" `I � �Dollats�($� ) lawful�
money of the� United Stat��;����merica, for the p���nt whereof, well and truly to be made, we bind ourselves, our� heirs,
executors�, administrators�����,�cessors arrd assignsx����tly and severally, firmly�by these presents.
THE CONDITION C��''"�HIS O�LIGATION 1�,�'�;'t�CH, that if said l'rincipal, his or its heirs�, exe�utors, adrrtir►i�trators��,
successt�rs�or assigns «�r���bcontractors, shall�farit��``�ay fdr any materiaCs�or equipme�nt fiurr�ished or used ir� performance of
the Contract, �or fior any�f��k�or labor thereon of any kind�, or for amounts��due under the Unemployment Insurarrce�Act with�
respect to such work�or la�t���:,or for any�amounts�required to be deducted, withheld, and paid�over to the �ranchise Tax�Board
or the Employment Develo��li��� Depar�r�t�nt from w���� of employees of�the Contractor and�all subcontractors�with�respect
to�such work or labor,then the`�����,€����1�'��Y th�������{1�,���,�mount not�to exceed the sum specified above� If suit is broughf
i�s"�� r�#7 ti j �{ti t t 7�
upon this bond, Sur'ety shall pay;t�r������dition,,� '�� abov� ���n, �all costs; expenses and �fees�, including attorney's fees�,
reasonab(y incurred by any�party m�successft����'��iforcing the G��C��ation secured hereby;�all to��be��taxed as�costs and included�
in anyjudgment rendered. Should the condi�����of this bond be����`���Performed,th�en this�obligation shall�become�null and void�,
otherwise it shall be and remain in full force�,��i�effect, and sh���v�nd Contractor, Surety;their heirs, executors;administrators;
successors and assigns,jointly and severall��;r���� , ,������` r �rt
�It�is hereby stipulated�and agreed that this�����sh��l,�����to th���'�`���t of all persons, companies, corporations, political�
subdivisions; S�ate agencies and�other�entities"��t�`�,���_�����sert ����'���'t��������ta payment bond under any of the aforesaid
Civil Code provisions, so as to give�a right of action to`��em or,��:�r�t�ssigns ir�����r suit brought�upon this bond. The Surety;
for v�lue received, hereby stipulates�and ag�rees that no chaY����f`extension of��,�� alteration or addition�to the terms of the
Contract or�to the work to be performed ther�under or to tk�,� ��`��ifications acc��$�anying the�same shall in any way affect its
obligations on this�bond, and it does hereby waive notic�,�`�,��w��j�uch change�s„��nsiot��}��teration, or addition. Furthermore,
and for valuable considerations, Surety�hereby�waiv��t����ro����ans of C����`���a Civit,'�e�Sections�2819, 2$�5,��nd 2$49:
1N WITNESS WHEREOF, we have��hereto�set o���nds�and,����t��;}��F���, day of ,
tti,�3�:,�>,��r.r, � � ,s 7.
�7��; ,�
APPROVED AS TO FORM: `#t �
�
,�ts, � s,�,�}� ,t
�„F , �„t ,,s }f..
.��,,,�4;.�4r, ��,�vis z�i<zr.,,.w
£i�t � it�y�tfitl�f�}l�"`� � Pr�n�'i�pi��..
t i ��r t
.t i���}1���$t �3tr,n, } ,
;
City Attorney By 5''`�'`#$'1 r� t ' Sr� $i`'ra
�,t�7� s i �x ,,f
eX k 4 Is,t}I,\t,, r,7vs
ATTEST: (Seal)
Sharlene Tipton, City Clerk Name of Surety
By: (Seal)
Attorney-In-Fact
12
Bond No.:
C I T Y Q F ..�,�--
r
`� PUBLIG WORKS PERFORMANCE BOND
C A L I F �} R N 1 A,, ,
KNOW ALL MEN BY THESE PRESENTS
THAT WHEREAS, the City Council of City of Redding, a Municipal corporation, as Owner, at its regular meeting held
on , has awarded to as Principal,a contract to do and perForm the following work to-wit:
as wiil more fully appear in said contract, the terms and conditions of said contract being fully incorparated herein by this
reference.
WHEREAS�,said��Pr�ncipal is,����1����`���er terms�of��said contra�ct to�furnish�a bond forthe faithful performance��of�said
4 1 t ;
C011�rc�Ct� t{ litltiY$�Yi��� tt} t};{t}st it
��7�ii i J. s`r t}s� �i
NOW,THEREFORE�����'�he�Pnncipal�and ���'�'� as Surety, �are h�eld �and �firmly�bound unto��the
Owner in the sum of ,�,�`��7,.,.'�` ($ ,��`�4 }Jawfiul money of the United States of America, for the paymenf
whereof, well and truly��r� made, we bind ours�`,�,� our heirs, executors, administrators, successors and assigns,jointly
and�severally, firmly b�t�l��se presents. sf't�4` �'� �
�J� �
THE CONDITION ��"�;HIS OBLIGATION IS SUCH, that if said Principal, his or its heirs, executors, administrators,
successors or assigns o���$�,�a,�ontracto��, shall in alJ� #hings s�and to� and abide by, and well truly keep and perfiorm the
covenants, cortditions, and �`������`t��;i��"�he sa����1�,���{�nd any alteration thereof��as there {5rovided�, on his or their�part,
�to be�kept and�performed at th��'�`�`���'�P��d m t��������►'`ner��'��'��n specified and�in�all respects�according to�their true� intent
and meaning and shall indemnifiy and sav���;�less the C���r its officers, and �agents as therein�stipulated then this
obligation�shall become null and void; othe��'�e��it shall be an�,�?�main in full force and virtue.
� �, �,;.
�, ,� t 7
As�the Surety, for��value received, here��t�tipul�tes and{,���es th�`�o change, extension of�time, �Iteration or addition
to��the terms of the�contract or the work�to 1���,'���forme����,�`�unde�t��;};�1�� specifications accompanying the same shall in
any��way affieat its obligation�on�this bond, and�t������'�;������wai��'������'�'���r such chan�ge,�extension of time,�alteration
or addition to the�terms�of the contract or to�the wo�`���fo the�����i'cations� '��� �
�r�j'��'i`�� � $�jr�
)�4ft} 4�t,= 1 Y�x.
�lf�said Ownershall require a�sy further or other bond ����� protection in tl��`£�remises, such further or other bond�shafl
be fumished by fhe Principal with �Surety or Suretie���'t�'��i��"�ctory to the,���er w���yn ten days after notice of such
requirement is given to the Principal; and in case of���}���t� o�$���s part of�#��}t,��'�ncip�C;�,�omply with said requirement, the
Llt i„�iFr � t�� Sbl, f tty
Owner�shall have the right; at its�option, to termina���id con����,��������'��rincip���;`f,#
� �s� a t, �
`�� ,r��f;��ti'�'��� ���t ��
��V t f�y tr
IN WITNESS WHEREOF, we have hereto set our hands and seals on this s����r of���;„_:
t �4 t �r l t��l, �r r.
�APF�ROV"�D A��Tt� FORM:� ��}`� '``''�� `�,
� J� N
� `�t� ��� � , x x,is��„
s} 'ti' s�,`,'�t,3�« ..
}A{ { j „' ". ...... .. . ..
��r�,��; �r i f,��,��„�tz Principal
� s�� t���� � ,
;' �
� y �;<�
��,��k,;il .
City Attorney By:
ATTEST; (Seal)
Sharlene Tipton, City Clerk Name of Surety
By: (Seal)
Attorney-I n-Fact
13
Bond No.:
C 1 T Y Q F -
_
=F-
�
PUB�IC WORKS MAINTENANCE BOND
C A L � F C} R N 1 ::� ,
�
KNOW A�C MEN BY THESE PRESENTS
THAT WE, the undersigned; as Principal, and
a corporation organized and existing under the laws of the State of California, and authorized to do business in
the State of California, as Surety, are held and firmly bound unto the CITY OF REDDING, hereinafter called
Obligee, in the sum of ( )
Dollars, lawful money of the United States of America, for the payment of which well and truly to be made, we
do hereby jointly and� severa,ll5��=��t��,��r�elves, �our he�irs executors, administrators, successors, and assigns
�
firmly bythese presents. �, rt,,�j��t��'.�`t��� '�` �"�k���x�}�£
�t� ,1 r,,itr t
�{l;. x`s�.t�F s
� �� i 1
WHEREAS, said P���;�'��fal has heretofor�jj��itered into a contract with the Obligee above named for
,� x=� r,_},� �, and
ft �f
1 ik
Jttr )� {;#£{t��
WHEREAS,�the ��t�c called for ur�der sai���=���ontract has�been�completed��and �accepted by said��Obligee:
t� ;
�i}tY f
tJ��t
NOW, THEREFIR����,,;�HE CONDITION OF THtS OBLIGATION IS� SUCH, that ifisaid��Prin�ip�al shall, for a
period ofi�one�year(s)fror�`,�����f��(�'f��� ,�,��`,���' �t , , Aindemnify the �Obligee against arty
loss or damage directly arisi����'��`��`�son�����t�`e�� ���he material or workmanship which may�be discovered
�with�in�tne period aforesaid,tnen�this of�������on shall b���t`��id,��dtherwise the same �shall remain�in full force�and
effect. rr, �,. ,,�$„t�:.
{j 1
I4 t i�
yjJit� �j� �}$5,
i 11} St Fi{P .
IN WITNESS WHEREOF,we have ��,�eto set ou�'���ds ar��,��als on this day of , ,
� , � —
�, �z� , ,� �, r
i 7}Y,t;tl}tt if}��,ti�i t���`�� t3�4�t���� ����j� �1� rt
t � t,y i
�
?�.{,�iS;� t��`1..�.�=t r g 3
t
�' ��i�t i{�d F
APPROVED AS TO�FORM: t£'��`��"``� �"`�
� t,,�It,� ,�
}� ,{a izt '�
f t i��}'�5 u�t�E t �)
� '
� ,�ax�, � ,�,� �, x, ���� � �E_ �' Princi al
€� � ��i.�f� ��s j 4�� t?3'�' t�t;��� ����7 ts �
�ti � f
� l� t t �y{�y�t t�����j�l�����{, tt t 4t
CityAttorr�`ey By. "� '� ' ``` ' `
s� $;,�,..,;,., z��
,
�,��t;
�_,;�� tu���u
t
ATTEST: � �„� ,�t���t �������°` (Seal)
7�i}i� i��t'r fR��<��;.
1 'r y � � t �,,,,t s
r
z ��it�l 'xi Yr-e
} ,� �r J7;,� e.,
t� 7i J� t tI'�tz
f�„`��sz1,�.t,,,.I�.;�,i�„', .,,�1.
Sharlene Tipton, City Clerk „'zstj=�`� "�'���� Name of Surety
By:� (�Seal)
Attorney-In-Fact
14
SUPPLEMENTAL DISPOSAL SITE AGREEMENT
Contract B/N No.:
Job No.:
Chuck Aukland
City Engineer
777 Cypress Avenue
Redding, CA 96001
,t� �:
s,, , ,
Dear Sir: ��;���t},�����,{l��z�,�,,,
tir r't,44.�y},�` t �� t i f�£ � '�{t
r}t, .i�` t ir?�4 ✓
In accordance ,����' Section 401;`'�`�'�moval, of the Standard Specifications, the following
�agreement for�,��:���e���of the disposa���;��� for subject contract is submitted, as required prior to�
�disposal of s���'�aterials. `
r pt'.
1}.� { { j.
Sj�} ;r�t��.. f {,..
WHEREP�,��'�ontractor�has enteret�i�nfo Contract�B/S��lo�. with the City of�R�ddin�;
hereinafter''t�����ed "City,"for the performance of work on ,
rti�� 4#�
and� �r,' �
����;, � , ,t�t � f�tt 1�� {r,,t`,� z,
� � �,� � �
� t,,rijtt�a s#�ij 1 tf ,r}titt r�rl �' }��sl�srJ,
WHEREAS, pursua`��'`�'i�"`�he at���,�`���y of s���'�ontract, ,
Contractor, and�� ��`;�`,����`� '�,�`�,``,�� , Owner have entered into �an
agreement under which Cor���ctor may d�s�;�� of materials on Owner's Property.
�;}r 3,,r
rta, t
NOW THEREFORE, pursua�t�'��t said C�i�����t B/S:;,���a Contractor and Owner
hereby notify the City that disp��'��}t��;����`�tals b,�rj������;Y���,on Owner's property located
at ���� , s ��rl'� be �t��,��� pursuant to agreement
b�tween Contractor and Owner and not pt��;���nt to the� ar��,���gement between the� Ci�y
and�Owner, dated �t,,���'`Owner spec��`��Ily a�rees that the City is
hereby released from any and all obl��������� Owner ur��'���'�h�e G��'� sa�id�a�r�ngement
��lh ���PiC. ��t�!�i ;�t r z ##t���3 ti1<�� sj t t.
t �i,���r .. i5t��3a tt 7 jfr , ��t}�i 7
t�����1#t�� 1it)tr"' !� {tY�
� � itg„l�t a3r...,, i� xfrt .
�t�ttt�
�i�'tt
;,7
i �
r,y�. ��� ?��, „�,vs� .
Date Owner ,t��� ;� � ��,��''��;�r� ,,,>��
) 4����t
E S{i t�t���
t�li � i i I ���r.
�} { f � E�,.
{�� `���; t�s�4�xt� ,
+'t� t 4ti�. } {f #�tk$ �
Date Con�I��`���`,t,,.,.
By:
Authorized Agent
Title
c: City Engineer
'Contractor
Property Owner
Resident Engineer
15
CONTRACT PROVISION REQUIRING PERSONAL CERTIFICATION OF ALL CLAIMS:
I, , being the
(must be an officer) of
(General Contractor), declare under penalty of perjury under the laws of the State of California,
and do personally certify and attest that I have thoroughly reviewed ths attached claim for
additional compensation and/or extension of time, and know it's contents, and said claim is made
in good faith; the supporting data is truthful and accurate/that the amount requested accurately
reflects the contract adjustment for which the Contractor believes the owner is liable; and, further,
that I am familiar with California Penal Code Section 72, pertaining to false claims; and further
know and understand that submission or certification of a false claim may lead to fines,
���impris�nment and/or�{,�;��'������r�egal consequences.
2� ft;}Ii�r;t.�<i � #�tl}�'`�`i��xt
� 4� ��'r yt,u i: t
Submission of a,,���y��, properly cer����i, with all required supporting documentation and written
rejection or de�r����l,��f all or part ofi tl�`�laim by owner, is� a condition precedent to� any action,
�proceeding, li�{ �;��on, suit, or demanc�`{{�� arbitration by Corttractor.
��£� >`, 1 r r,rr�
, t� t
t}}�Fr;ti. {iwj`��
t j ti
� si it.
It1 IY
�Sb��;l
t
3({ �J� t }
.�ttf3�j}it} ty4Jt } jtt�l�{i tt } }ijs ;t;{iri � .
. < f �t ,,,,,. `'i
+� tit i'
jtts t}sr,, �It � �
{4 f jr�4
� trtv s� 3�.
t6� �:� t �}�.
t t t a�+�� '
� i �j�
#j �� �3 Y iS.<
i2f � {ll�j�t� 1 1 t
I 1f�1 �, S4`'��.rs 1>3si i
� , , ,1;,���
{�' ,�. � tttt'�i�.4�- r t4 i �? �.
1
}}: 7}t�}v})�
ry i tz �
�"�a 7i�� �fr�trr t�#i�.i r�. ��t�tit;i
4,}�rl,rz�su�.,, ' �t}�t i 4ts`.' E s
s r
1,
tj
����{���� �jt�.
it) 1,. �1��`i€
£�3 t�af} 1��� y�I�a��
} {t f
�i�}t� ��''S4i,,7€ � �� � 2�fl .
�}l 1 14r� � ��t� ^ }t :
1t�:��� �r�' 1���'� t�� ��'c I���
i3a{i�rr� ,;� Jtz4 t��{)�Tar' �z �t.
4�,�"it' � tt�'a 7,i{f t �t �l i k�'�'t �41�7�
r r4i}ti,�.,i)�r�rt�;t�� � SGt2�r
i t
i �����
ti�#t
s
t 1
��1t� �lj'�it �
�j sti . � {t}i }:r,,4�
�,
i}; 1� I IS' tSt t£ t i
�tii�, {ttltr�tttitt�,,,y.
�tf .;����k�ii s3P�,.,,,,-
�i>� r�it��i}�},,b'�1,,,,
1 i�t lif 7 rt7'yt�5t rl jy11,4.,
4}�*
��t�� �.{1 m7t xb..
t
�f,l�;st=,..,d..
16
SUBCONTRACTING REQUEST
Project:
Contractor Name & Address:
Subcontractors Bid Item %of Bid Item Describe Work When Less Dollar Amount Based on Bid
(Name, Business,Address, Phone) Number(s) Subcontracted than 100%of Work is Amount
Subcontracted
rtE � t�:`�,� i f
13t i} t il i�v�;f��lt }f�irr
t {l t�}� �t..
t7 if� <�t 1 t lt
. ft}t�tt� . �� �1�
�y t� �
�t t({7 *{t �t
,�� .
,lie?<s��itm�. �j��`�i`tU.
lS � �4l t}!.'...
k,}3�{f y t J .
) . 2$}� ,.�.
kt �{ �S i
ij f �� ; { i�:
t qf�.tt�:. S�,.J
�,#r,..,�t,:k
��
t4�t t
f'pi�Y
t �tjt�
i t}C � (
����1< � �� y �t �.uf 7 t� �{��.t �}i�v.
t��yty„}k��G{�tif�f�t,si} .>,`t'>}f��t�},ttr,.P ti i 1 45 frr}3.e,i}ti�e..
� ry�f $}u��f� � 5 YY
+� { kis li }
? t t�}? s}Y 4#{���
al4 t i��t� ��.
� ti
1�4ti�� 7 ��'
E t�p fs. t��f � `�
�,,>N., �t�:.«(;
4 t tt�
i itt;�l ily�t 1srYl� ���>fi�i
tzifitt�r ,,f4 }�,?j r}��' �1 {
7��t � { ��iir ti t rtitj��{ t ;y$�
t #S �t�t tjt.:� itt t� t't r j�,,,'ft42r
'�51 �t t z i;��f,� �� t��}.,a t �.r 1 tva t
�r �.Sdr.S'��s 2 I f � ' �4 t
J Jr:n i.{, ,�t,,t,t.�,;.
�� I certify that the Standard Specifications and Special Provision�����,��or set forth in t(��`'t,�ontract apply to the subcontracted work.
} )i£t."�;�,:,�' t a..;:.
C011tl'BCtOt'SIg118tUt'2: }Fi'�i i} rf'1 r ��� t�}� � 'f{;, �2t2;
s s r t y
t }I ?�1i
tf i t��i 44 fti f�i� �r £ t�' }ii�l'
{) 1� 11
�t�,�� ?s�,attzn�. ,t�tt�y��;t;,.`" t,i.���
'„�.'�` r t�s;it t i 1 �,,
� This section is to be completed by�the Resident Engineer � `��'��t� #�" � ��4t�fj�
�7`#a„,�>`r, ,;
,
4 t� }�� ��{t,r�..
� 1, Total��of Bid Items �'��,r � ;'�}x �r��' '
� '
� ,����' �� {„���f��t,r.�,f���
;xf� ,� �tf�` ;�«,.,
�� 2. Specialty items previously approved (if applicable,see note in the instru��fi�ons) + t '��z i �tr "` $
f t {t'„r,
i..;�E, .r ,,.;u.I�t�.{,,z,a.,
� 3. Total�(IPnes 1}2) ��� ���� ���'��� Y�� �$
,.i,t���1 �
4. Contractor must perform with own forces(lines 1 minus 2)x % $
5. Bid items subcontracted $
6. Balance of work Contractor to perform (line 1 minus 5) $
Approved:
Resident Engineer Date:
17
INSTRUCTIONS FOR COMPLETING SUBCONTRACTING REQUEST FORM
All First-tier subcontractors shall be included on a subcontracting request,
Sabmit in accordance with Section 1-6 of these Special Provisions: Type or print requested
information. A copy is#o be retained by the Contractor. Submit to project's Resident Engineer.
After approval, the original will be returned to the Contractor.
When an entire item is subcontracted, the value to be shown is the Contractor's bid price. When
a portion of an item is subcontracted, describe the portion, and show the percent of bid item and
value.
r � � �f {
tt i�i r�ir{r���J rl 4�ti�trl�
}tttit£: I���s�= ` {�jirit�i
�y� �f,= t
� ,
.;j l�t��r�it n��t�4t
4}!sF)tt.� z }}ti1�
�3 � t
t ,)� s t
�tr t>' i' t1t{i.
}d£t�t �y�t(�� �t
� f�r� 7zt �,tyl'
t
4 �� }
lt ti q ri�E tj_�
l(I� �t:. t�t��,'
7 T t�`l£.:� .V'�>:
{ � �
�tttt���
} �yt
� it
s#�j<} t�� t . tsi�� �i � st
s� 4 � r �jr� t� +}y z }"�� Pr �r ��s
'f �. t3 � 1t:'y . t 7tt�-44 s�11y�}�
y {
{"� t,,.,��.Sfrr�`� '���i;s,i j �`{��4r
� tit�ftt2� i;+l(;.
i iit
� ls �P.'t '�i �«.
i'{f�� i.� r� tti"
�£ } l t�i��
�1tt�${it 7f�j t}t
t{ � cr;{ i t
tk�tI l 1 �
f�i�i � s d �'3itr
{ }ji , �;I i Jt�Y f t Jj,{S2
��� ¢tl � 71 i s�s�� 7r}�t3s1 2{�t�t
��+it�{ tl��tti'.7 lt r�,r. r�{ � }s}J� � i�� �#3,;i
t
t �t
t t�#.�r;.�� j2(.e}y j t;4i.v,., E s
i tsii 1 f1
tj
i Jt ���tt,
t i��1} rr r �� ir€.
;��,s titt� Y 43I
t } f;,}} j� j}{y k
} r�Jtt tf�s# r t I� 2�fl .
�t' 4t . i lt� }7
�� '{ . i ryrs� t`z�,� i �;t
� �;�i�� i �,1 si i��1)�Ta r' �� .
%r£7 � r t 1 i iJ ti
.�= t�zti 3t� . I«�1� �t�,,ti�t�� 4 {i�.
f .'�2r,,.,,,,t i,F.� . i G i��.
j ��{tu
t��;t! y 1
�«t � t�ly$�tt'
�j sti . � {tfx �r,�� '
i); 1� I IS' tSt t£ t i
� t 17 ' t Ij�,.,� S
rtiii4�i d{tc�t`s3�t,..�
t�7f � rl }��ty,.
ii�( 1{jltt}},t��tl.�'
1 i�t lif 7 r t7'yt�5 t rl jy,ll 4..
4}�*
��t�� �.{1 ",'7t xb..
t
�f,l�;st=,..,d..
18
C 1 T Y O F Return completed application to:
f' City of Redding, Public Works
� � ��' �:�� "' lndustrial Waste Division
, . P:O. Box 496071
C A L I F C) R iV I:",A'' Redding, CA 96049=6071`
�
530-224-4319 Fax 530-224-6052
TEMPORARY WASTEWATER DISCHARGE APPLICATION
Submit at least two weeks prior to anticipated discharge to the Public Works Industrial Waste Division.
T e or rint clearl , attach additional sheets if necessa .
� Company Name: Site Address: Telephone:
s rr,,,W�.�;� n�
Responsible Party: ;�r{£ it' ��`'�E�� ���ng Address, City State, Zip: ���Telephone:
ttst� l,t��jt}t�#,t t s4{ ��x;s
t y tl Y t�,.r jjit�i t
y�;�rtt7�trtjti s,e3ti ri�t,.
..:���i,uv„z <t, ��'Yx..
Contact Person: �����1,���" Mail�r���ddress, City, State, Zip: � Telephone:
�,,�,sl����'` , s�t
z�
}4}�j )�k }j}t 1i.
!f } {b}
i � 1}}� (;�.
Cell �hone: `'},t�'^; � EmaiL4r�" ��� Fax:
Property Owner: } ,t� , Mailing Address, City, State, Zip: � Telephone:
,,�
1� �'
`� s��r�# { r .;t, � t t 4r,t
�'�(� { f SY{ { 1
'+� j�I �izf�„ .St �t+}I' r�t Z�+:m
Emergency Contact Person. ����r�F.�,,��`�' T�t����;��,°r�� '� ` `��,;} t Telephone: After hour phone:
; �4os tf' �i�}�t
�i{ �1
t ie
ks��yrtt� �� � itlj��
',t.t,.�:.z•
Correspondence�to be sent ta ❑ Respor�����,�e Party ❑ �.:���act Per�on ❑ Property Owner� �❑ Other:
r,.it,f t,�r�a,; _��,,,� r
;rt t tif �i {4�si 1� �ts
Billing#o be sent to: ❑ Responsible Party �_; t ����{��rson �`,�r tl�, ���rty Owner ❑ Other:
+ � .,��'..,.�ti � '�t�h�,.,, i:,� �
B I have read this application and the attached��'��terial ������r�'ormatior�����vided is accurate and complete.
f S a Y�?�. )Cl Y
�t�rt s i v` �4�
!
�sY,esM,I` A,ir., ,.
Signature: Printed Nar���t�`���: ',�`Fr� , Date
t+ii��7 t � t� {4
�`{, + �3t�s 1 �� tfi.
i�,�., ��?i ft,,,i,.,a.�� 6,�.�,,td�.
C Nature of discharge: ❑ Groundwater well p�a,�'��Q�br sa`r������j�It�i����'�tion V1����`�'❑ Tank Cleaning Water
ut,� ; t „t tri
❑ Other: � �t,���i��'�,.����'���`� �
�,�� �t�r;.,
Type of Contamination: ❑ Petroleum products ❑ Sediment ❑ Chlorine ���''�`��Other �� tt`
Description of liquid treatment, storage, and disposal�activity: ,;t4',f' ,�, jt��,���t,,,� »�
1xI�{�.t� rtlt��t',at:
}, ,
.�isNk,,: rrs�,t.
t t�i'�it�7s'"�
t,
s3� � �{ '
Discharge will be: ❑ Intermittent ❑ Continuous Flow ra'��,��,t ����t�a�``��`��'� ��gaUminute ❑ Estimated ❑ Measured
Total Volume: gal ❑ Estimated ❑ Measured Proposed Discharge Dates from: to
Discharge location (submit site layout drawing(s), including discharge and sample points):
Pollutants and concentrations (submit analytical results):
Solid residue disposal method:
Notes:
19
p Site proposing temporary discharge must be connected to the City of Redding sanitary sewer.
Sewer Account No.: Billed to:
Other businesses on account:
List other environmental control permits held by this operation:
,i 4 4 t�t�t S �{
s y}��t�f �}}it}i�z{,�,` t is�yt tr i j
t
}
r
�
S t�,c i f .,�,>.:
EPA ID Number: jt'��' ��'��' �� ��y ,j;,''j
t X�t,�+'' i i
,t�„� �.t(4f pd:
tr l:' i �jt�
Notes: `� � ` '`��
r
',,t',�t;'f ft jf'rix,`=
r t{ s +h�'
j E{3 l
t
} .,�$;:
r ;'
t '`I 2
1 Si } �
S�
!it i t ,4, yt� <le»s�i1$a�'
O�ce Use Only � Y x �`tt"`�"";' f�
j .,,riva.�..,,1.,i �t y' jlz{t.l, t{f,�?t z
� ;}�``f t(�
�
7 Y j¢,
r. � ���� #�$ j{�#
/( t Y st r}4bt's,
Received by: Permit Number: I��,� Date: ��r�iration Date: Manhole WWTP:
��}��' � Number: ❑ Stillwater
��r r �� 1 t�
r�3 rj �it, �t �,
i3i� � � s� �� i�jr I�£r ❑ Ci�edf Cil'LeEC
Permit Fee: Volume Unit����� ���r�t�r���'����l° � Vol��'r�;, �t�r�� ��}<f Connection Fee: Total Cost:
5,ri�r„�b.
$500 billed by City � Dis�charge: $�'��`��CF { ����'� Billed at the end
lndustrial Waste at � ����_�748�gallo���� �of the project�
the end of�the r�'k��,��`�.$1/1000 gall���`�� �
pl"OJ2Ct. 4t �j t�i��ICBS Va�1C� trll;��!�'� ���„ Y
�'t
. �4 �4�r �, i }t�S�,
1 s�lf# �f� t .. }
� .,,,.a tis,� �� �.�1/23 �,.�,,<,.,�' ��,,.,
........ y;%' t � t �{ �f i'e..... ,. . .. .. .. ......
Notes: Volume cost is waived on water and sewer hr��projects►'�`���i������i�the Cit�����`Redding Public Works Department.
t x�_��
iity}{St�� } f rfs�k�iftt��,.�{.u..
ci$t k
y �. tiit'yti�.�,�t�� :.
� t�t? � �tu
i£ ��5 17�,
i r d,n,.,+4 f 4� 7,
Supplemental Information Required: �{y�f� , 1 ,_ ;r� ,���`;�`�' ��
� Plumbing Plans� ��1 Site Plan� � Pretreatment Facilities � }�1��,���Meter on Site �❑ City Meter Needed
Analytical Reports Required: ❑ Petroleum Products ❑ Solids ❑ Chlorine Residual ❑ Other
Notes:
Date Requested: Date Received: Approved by: Approval Date:
20
REFERENCE DOCUMENTS
Standard Specifications for Public Works Construction
Standard Specifications for Public Works Construction (SSPWC) the "Greenbook,"2021 Edition
and current supplements as amended, prepared by the Southern California Chapter of American
Public Works Association, and the Southern California District, Associated General Contractors
of California, relates to the Work of this Project and is hereby made a part of this Contract as
thaugh fully contained herein.
The Contractor is hereby specifically directed, as a condition of the Contract, to obtain the
necessary number of co������,Standard Specificationsfor Public Works Construction,to acquaint
��himself with the Arti���,����i������i F ; er�in, and to notify�and apprise all subcontractors and any
�other parties to th������°act, or ir��������als�or agen�cies�engaged in the work, as to�its contents.
''{5 s�,''� � t}�t
No contractuak�,��istments-shall be c��,�{;or become critical as a result of failure on the part of the
�Contractor to�`���,��"acquaint himself wi�����e conditions of Standard Spe�cifications for Public Works�
z��
�Construction � r�iz. t z�,,,,���
,� �
, �� tt
( I't
Copies of S��s���rd Specifications for Public Works Construction commonly called the
�, ,�
°`Green600k," 2(����t��Utiyon �,��i current������ments, may be obt�ined f�c�m Bui�ding News, Inc.,
�990 Park Center C��t ��`�`������jVis�������tx���� �64-2665.
)v 4d�`t�rt=v�'��� � ��{i, .
i � y;�
s � s� 7 �
�..e t �
City of Redding Construction,���ndards ;3�}t;t��.;
,, �,t�,,
t �� 1 ��
�r � t t ;�,
The documents hereinafter ref�� to as the{�,�`��`Stan��ds" shall be the current version
� _, t��
posted on the City of Redding w���#� y},�'t`�x �, ���r' �,�t 7,
it��`y`lSr#� s .�,.�t{If tt�i {�.rl�� syt }
,��.r,y'1�� � t r t
itf�ta�tt } t �" �
s
a,�s � i r(tz,<�,' �yt t
https://www.cityofredding:org/departments/p�,t������nrorks/en����erinq/construction-standards
t ��f � zt�`� y� i� �
sx
Qther Reference Sp�cificatian�s� ' �'' �'''� t' t�``
.���i� t���i��'rt�t i��yi z xzj
tti�tr r rt �{����t} t tit t� t���},r
��f�)�it�� f� s #zjtt i 1 ;}}
Where other reference specifications s������s th"'c���t� ,Q���T�,`'�ASHT��,{tetc., have been referred
� � � f�
�to,the applicable�portion of such specific�tions sha�������''��a part c�����ese Contract Documents.
In case of conflict between the Standard Specifications�and these ��'�cial provis�&��s, the special
�provisions�shall take precedence over and be used in lieu of the ����ictm� ���������:�
�i� x rtt S��ritttr� tid
rt'�}� 1 !�t lj�st't.,���
��(yf�t� ,is=ti .
}4i� t t ti
t j F i r�{ ;��+i4J .
r i €t
t
�"t;t t711}��a��t,.
21
PROJECT INTRODUCTION AND SPECIA� REQUIREMENTS
SCOPE OF THE WORK
The workta be perFormed under this contract consists of the following:
Street surface preparation, approximately 118,000 cubic feet of replace AC surfacing, traffic
control, striping, pavement marking, pavement markers,and all other work shown in the drawings
and as required by the specifications at various locations in the City.
TIME OF COMPLETION
� f� ,t�t ,
. r �.tiit�`�rt�� l}st E .f . .. .
Attention is direct��`�,�}r:��ctions ��`�j,�nd 6-3 of the General Provisions, "Construction Schedule
and Commence�t'���� of Work" and"�°����ie of Completion."� In accordance with the provisions ofi
�these Subsect���,'�the Confcactor�sl�����z beg�in work within��fifteen��(1�5)�days��afte�the�date of the�
Notice to Pro���� and thereafter dilig��r�`��y prosecute the same to completion within a period not
to�exceed thi��t�ive (35) working �da��i=�The contrac��fime shall commence��on th�e fiftee�nth day
after the Noti��=,t �� Proceed or on the d�te of�commencement of fhe work, wh�ichever occurs first:
tt���
x ���
�a
MISCELLANEC'���x���QU����VIENTS t �
asr�7� U�rrjy� )�;r r ttf$�fl�t�rtfiit�J}��sz .
s � �r1r 4{t t i :7 1 r �s2#}��:ti j �, 4
1�7y�,t?��rn�t,�,r 1 }i,} t.�,�� } i r4 t
Preconstru�tion Conference �'fl�,;t� �izF',';
t�t �},�� e i��77a.
t,7�lr.� f,tf=4
A meeting will� �be scheduled ���`�ween� �stafif �i��t{the successful bidd�r at� a time �and place
�determined by the Engineer ���`treview th�;,,��ject s�l��s, specifications, and any special
requirements of�the funding prog���� ���,�rj` _ '�` ,4,``},�''r , ;
1?`��{ tit t { }ti r 'G'1't Its{J't
�utt } 1 >ri�;�t i t1r j�� ��' � �3'���} }
~t�t�..,,er r�tt}ft$. ��ityE
��'��Cltl� , t �}���
�f�" 5�z� �i`��zG
Watering shall consist of developing a water�������y and furnish�l$��r''all w�#er required for the work,
�including water used in the perFormancej�����r4���id for as ����;�tworl�,�t��d applying all water.
�ii�j,x �r s��' t }t {3�}� . r 1� y ti
rs t� �� f t ;� � � t}tC�� r 11 7.
Developing a water supply may include ��taining �irr�������ontract�r�{��oses from fire hydrant(s)
located at or near the work site as determined by the City of Re���#t�g Water C��vision or from
�private sources provided�by the Contractor at his�expense� If he ok���'(�s wa����r �,�`,tiJ�fire hydrant,
the� Contractor shall install a hydrant meter and control valve o�r�'��e �r��'�r`? >�'ant�de�signated as
the�water�source. The Contractor�shall obtain the hyd��nt met�����`��{�����'�ti�rol valve from the City
�of Redding Water�Division. "'��,i��`�:�, �;`r�,�,`�t�.`"''
t� z'`.;.;� ,.��.7,4 zt
The cost of the hydrant meter and control valve are as follows:
$25.00 (nonrefundable; payable when picked up)
$225:00 �refundable deposifi for any nonpayment on account and/or repairs to hydrant
meter and control valve; payable when picked up)
$276:50 (monthly charge for 3-inch hydrant meter and control valve; billed monthly)
The cost of water is $1.59/CCF':
22
In the event that a water truck or tank is filled directly from a fire hydrant, there shall be either an
air gap or a backflow device acceptable to the City Water Division on the filler pipe.
Full compensation for developing a sufficient supply of water required for the work shall be
considered as included in the prices paid for the various contract items of work involving the use
of water and no separate payment will be made therefor.
F'ull compensation for applying water will be considered as included in the prices paid foc the
various contract items requiring water and no separate payment will be made therefor, except
that applying water for work paid for extra work in accordance with Section 7-4, "Payment for
Extra Work," will be paid for as a part of said extra work.
��Surface�M�ining and ������}�����}Act
� � }�� ., f �(tj {4t?
7ti Y�� i Y.,�' r{} t;`litr
Attention is dire���},� the SurFace'''����,�ng and Reclamation Act af 1975, commencing in Public
�,,, � ,�,�, ,
Resources Co��� �lining, and Geol������t5ection��2710, which��establishes regulations pertinent#o�
�surFace mirnn�;` '�'���`erations. ���f�t�'`�
,#�{f,`�� �,,�'�,i
s{ } �,�t,3;;
Material fromtj��ning operations furnis��d for this project shall only come from permitted sites in
compliance �Ni������.�e Surface Mining and �Reclamation Act of �1975, and listed in the California
�
Department of ��, �4��rvation'� Office of M��e Reclamation 3098 list�.
�t {;�� tit' ki �z�tt��i} te �`�itir�+t Yi�Yt
)ktir�t# t�t�F > f�r�� t� )1� �t� �� zil
The requirements of�'�`=i�'��`��ion ������;�°pply fc����materials furnished for the project, except that
�
the Contractor, with� the approu�G",����the Engin������may use in the proposed construction such
�stone gravel, �sand, or ofher m��`�ial�suitable in��� opinion of the Engineer as may be found in
�excavation. The Contr�actor wil���� p�id for the�;�;��vation of th�ose materials�at the ct�ntract price�
for excavation, but the Contracfi�r�{�hall repl,�{��'�`��t the ���tractor's expense with other suitable
�material�all of that porfion of�the r1�'������k��,������ove�°�`��_�����which�was contem�plated�for use�
in the�work,�except that the Contractoi�'���not re�J���,��,'�at the`����'�tractor's�xpense, any material
�obtained f�om structure excavation� used as str�''�''�a���`e backfil( ����charge for materials so used
�will be made against the Contractor The C���r�'��tor�shall not���avate or remove any material
�from within the project location that is no��`����=�the �excava�a��;�as ir���ated by the slope and
�� _
�grad� lines� �without written authorizatio�t��`��i tl��f'�ngmee�;�r�'='r t��= t��'4, ��
r
�t � tif . ti s{ a {{ 4t,. y J t
'lt sF„� stt�tit1� 5r�y � iii�1� } f t t
�'^ �i<s�'�ri47 t�t� .,. �'t t t .
Contract Provision Requiring Personal Certificatid`�'�5�all Clair,��{}`
y. �'4I's{r i�rrf�� ti�� ., �.
�The���Contractor s attention is directed to the Contract Provision ��uiril� ���`�����al C�rtification
. �
�of all Claims found��in the�Agreement. The Contract Provision R�,�����{��,t���'sonal Certifiication of��
all Claims shall be� completed and included with an����,�im}��'��������onal compensation and/or
�extension�of tim�. {�s���' `�`''`�''8�>�`
v t,t zu,��tu ,v..,
Construction Area Signs
Construction area signs shall be furnished, installed, maintained, and remnved when no longer
required in confarmance with the plans and these special provisions. The Contractor shall be
fully and completely responsible for the furnishing, installing,and maintaining all construction area
signing. This requirement shall apply continuously and not be limited to working hours.
The Contractor shall notify the appropriate regional notification center for operators of subsurface
installations at least 2 working days, but not more than 14 calendar days, prior to commencing
excavation for construction area sign posts. The regional notification centers include, but are not
limited to, the following:
23
Notification Center Telephone Number
Underground Service Alert-Northern California (USA) 811
Excavations required to install construction area signs shall be performed by hand methods
without the use of power equipment, except that power equipment may be used if it is determined
there are no utility facilities in the area of the proposed post holes.
Full compensation for "Construction Area Signs" shall be considered as included in the contract
price paid for in the items involved and no separate payment will be made therefor.
�1�3' ,�� f s,�
Sound Control Re�t�` ����'��U`r��r�4={f
4 t��1��.= z
( 4{.'t�..r. { ��{1 ff
The noise level �i��`�`�`the Contractor'�r'��erations, between the hours of 8:00 p:m. and 7:00 a.m.,
,, � �,
�shall not exce������dbA at�a distance;���0 feet without the�written approval of the�Engineer: This�
F�„trrt t r,�,�
�requirement �����o way celieves th�,����ntractor from responsibility for complying with �local
�ordinances r��,��ati�ng noise level. { �'3��
t' x=�;
�`,
Said noise lev�����uirement shalf apply to all equipment on the job or related to the job, including
but not limited td"������,��r��{���x�mixer�������'���ient equipm�ent thaf may or may not be owned by
�the��Contractor. Th�b���t}������� s����+���r�����,t,all be avoided in�favor of light�warnings except�
those required by safety laws for7�`��`,���rotection��t��ersonnel,
} ti }�� tt$l;3}``.
l )1 2(t
Fulf compensation for conforrr�,�4�� to the requ���;'�ients of this section shall be considered as
��included in the� prices paid for�;;���� various c�����`act it�r`��, of work involved and no additional
}�ff� t����l�i�� 'i trtil}
compensation will be allowed th������ �
�� � � ,, r
�„� } tr}is i�f�t}I tts �t�����Ittt�l�rtt �r
�,�}�t}�+ts,.�'t�r i u3y ti;�t+t,z,,,�- �"�� ��t�r{J4ti
Erosion Control `
�lt, t{� { �t
t��t s�z�� ,t��,
iti��y�;f Cr� �
Erosion Control sh�all �c�nform �to�fhe �pr�vi������_�� Se�ction� 3 �'����,� W��er��Pollution �Contro�,"��of�
�these special provisions and shall conE��{����� ����lying Erc�����1��`Con�����im��terials� to the� areas�
�shown on the plans, embankment �,���`�'exc����,�� ������`and ���er areas disturbed by
�construction activities�and �s directed by�the Engin��s��=,���rz�t �� ,���f�{���
}j3y I1 �
s i � ' t�
Erosion Control is to��be placed between September �st and Mar��;�15t'' i � ,�����i�nplef�d and
�ready for�application�of Erosion�Control outsid��of these dates sl������b�������a`�rily stabilized until
�the acceptable window begins, or as directed by tf� Engin���`�����t�����as may be temporarily�
stabilized using soil binders, temporary seed and sf���q���r}t�if,}{�� �traw. Prior to application of
�permanent seed, areas temporarily stabilized using soil���`����`l�`s must be�scarified by track walking
or other means to break up crusted soils. If areas were temporarily stabilized using seed and
straw or just straw, #he straw and thick vegetation must be removed and soils scarified prior to
application of permanent seed. Topsoil shall be placed in those areas to receive permanent
stabilization prior to application of permanent seed, or as directed by the Engineer.
Erosion control materials shall consist of seed, fertilizer, fiber, straw, and tackifier.
Seed is required to be labeled under the California �ood and Agricultural Code and shall be
labeled by #he vendors supplying the seed, Seed shall have been tested for purity and
germination not more than 12 months prior to the application of the seed. Seed labels furnished
by the vendors shall indicate the purity, germination, and pure live seed (PLS) as determined by
24
testing. Results from testing the seed for purity and germination shall be furnished to the Engineer
prior to applying seed.
Seed shall be delivered to the job site in unopened separate containers with the seed tag
attached: Containers without a seed tag wilf not be accepted.
Seed#or erosion control work shall consist of one or more ofthe following types:
Temporary
Seed for temporary erosion control work shall consist of the following mix:
�t t ��i�s xj�t�'t r �
�„�t: ,�������' �t{, �bs. P�S/Acre
l}n.>ry �k'w '`4.F3'��,.t,{°>..
� `��:�ei,,,. ,.t�{ 1t
Hord,�����''vulgare �,z�� 250
,, �:.>>�s�N, t.��x,
� ����,�� i
,r;7 f, � J 7 ,
ts �
�g,.� t ! , ��:
Permanent `;`°' ' '
7 �
1(s`j z�,�� F�c���z..,;jii.
�f�; ty� ri,,,rt
�Seed for perri`�����nt�erosion��control��work�shaiFconsist�of fhe followin�g�mix:
's �,�a
t,.`;��F:t,;,,
�„��,�( 1 � r r 2�, z t i#t �
� k',rr���,������s =��'{ �trt��;�f,�� �� �bs. P�S/Acre
�r,v, t �,l �t�,�.,�t� �,�� _� �,t„.�„�,;:,
�, � ���r�����' r ,,;
` f 2
Achillea millefolium 'rt,��.��� ��=,,1f:
t� 15
Bromus carinatus ,t �'1�`� ��`�'f��;'
ttt,,, �,�;;3�r.r�
a ,izf� ,, YS:r � t, ;+
Eschschoizia califorr������ ,Y�,, �� �x,�,�; � 3
:tfti�R. y i ,'»5...4 '.:ti t ,,.{f. J.t'i,{sj..,
�'�1f{ It )tt�rt��;ty�?��}� jx kyl{I�r z��€ i1 z
Trifolium wilfdenovii r'���=���,�' r�,'�} ` '�� 5
,,,��,,.,x� �,��,.
�� £���,�� �{,
Festuca microstachy �1t4�,�„r' �5,',�`��z` 5
,.,,.,..�,.� �, .,.�;.,
,
Hordeum vafgare 5�'7 x���'� `�� � 100
t , � �F�`��t� r � 1��
l. t,�t�� �����, �,��r�z,,�� ,r,
1�� 6a) f��tt� 1 s. � titfs�i r.;� r ...
s
v
� f 1 ! S 1 t� t
$�� tii�r:,t t t+l i >,
� t�§ttt��.,r,�,t�f, t�.{r .
t {t{
jt � �
5 2 f
��ttt� st }�{zfs.�,`
Fertilizer shall consist of a natural based product with a slow r��,�������;�,���"��ion of 7-2-3 (N-P-
K); 10 percent�sulfur is optional, or as approved by t�� Engin,����,r;}�����lizer for erosion control
�work�shall conform to�the requirements of the� Califor���1����,��c�Agricultural Code, shall be in
pelleted or granular form for hydroseeding, and shal� ����` a minimum guaranteed chemical
analysis of 7 percent nitrogen, 2 percent phosphoric acid, 3 percent water soluble potash, and 10
percent sulfur. Fertilizer shall be a formulation suitable for hydroseeding purposes and saluble in
water.
Straw for erosion control work shall be sterile upland straw, dry oat, wheat, or rice straw, free from
weeds and foreign matter detrimental to plant life. The Contractor shall furnish evidence that
clearance has been obtained from the County Agricultural Commissioner, as required by law,
before straw obtained from outside the County is delivered to the site of the work. Straw that has
been used for stable bedding shall not be used. Hay or chopped cornstalks are not acceptable.
Straw shall be chopped and uniformly applied at a rate specified in this sectian.
25
Fiber must be wood fiber, cellulose fiber, alternate fiber, or a combination of these fibers.
• Wood fiber must be long strand, whole wood fiber thermomechanically processed from
clean whole wood chips.
• Cellulose fiber must be made from natural or recycled pulp fiber, such as wood chips,
sawdust, newsprint, chipboard,corrugated cardboard,or a combination of these materials.
• Alternate fiber must be a long strand, whole natural fiber made from clean straw, cotton,
corn, or other natural feed stock.
Fiber must: ts,�,
,
��s�ai�tyji�,,,.{t� i�#�t�#�s$,.f
1. Disperse i����,�;�r�i�'orm s������,��±rhen mixed with water.
, � w�� ,
r tr�`�'��r��'�� �{#lt`t
2.� Contair�t���t�ch�fiber strands f�lr�t�leas��25 percent by total�volum�e.�
{4{" a �
�il r��tt.i,� u s 1�}^
3. �Have ��>��ast 40� percent reta��� when passed through a�No, 25 sieve�;
r
, ,,
s, ,��1<. �
4. Nave a��4t��atial moistuce content of no more than 15 percent of its dry weight when tested
�under C�,��'`�'��t 226 ,��ie moistur�,���nte�t mast be marked�on fhe pa�ckaging.
ttf i <� }tlt t �i 7sir7��s 't�� �`�
��t �v,t��f�'� I�{z 1, f��Ij�tif�..�t� iy$ti�r�
5.� �Have a water ho'I�'i�g capt�;����;�`I�y weig������f�at least 1,200 percent when tested�under fhe
t StEr i�
procedure designated in,����rans�final r�'���t, CA-DOT-TL-2176-1-76-36, "Water holding
�capacity for hydromulchc����vailable from}�j�'�TS.
� 4 f 7 Y
f}�i S { t j
{ ;f{��lJk�'{tF 4{tiyl}S 7
6.� �Be�nontoxic�to�plants�ant�,��;amal hf�t�,z, ,,,,�,,
,� �xt � ,� �r r
7�}t4i i ji !t��i`�ti t�j� i��l� tl t 1 r,r � v
' S } 1 4<r} t{ t,f> t �f}} 44
7. Be free of synthetic or plastiY�} kr���terial��}{�_�{��`�� paint`,'{{"�;,k��nting ink, varnish, petroleum
products, seed germi�nation inhibitors, ����lorine blea�`���,�
� , 1 t
t #�
i t�� �,t� 1�
tt`?r s5� ti` {
8. �ontain less th�an�25�0�parts per mk�����������oron ������;'{ ,ri�f�,�.
7 ttjtt i3.�` t% f j f Ys i a J tEfit it
r t tJjtf v �} tS
9. Contain less than 7 percent ash'`��en tes��'���`�����„��ie Tech�{���I Association of the Pulp
�and�Paper Industry, TAPPI Standard T 4�13. ���4't�r
�1�rt i�,�
fity f r y r� 4f,,�<����
�1�7�,Be�colored��to contrast�with the�area�on which�th�e fiber is t�l'�� a�����,''�j`�`�i'e co�oring�a�er�t�
�must be biodegradable, nt�ntoxic, and free from copper�;�j������;��nd arsenic and� mu�t�
�IIOt StBIII COIICCGt@ OI' palClt@C� SUf'fc�C@S. t}�1{,s ; � t�(�ti't'��r{t��,.i=�'
=i"l� }y 1 l r�r�
su,l,,t �
Fiber for temporary hydraulic mulch must be at least 50 percent wood fiber. The remaining
percentage must be cellulose fiber, alternate fiber, or a combination.
Tackifier must be:
1. Free from growth or germination inhibiting factors.
2. Nonflamable.
3. Nontoxic to aquatic organisms.
26
4. Functional for a minimum of 180 days.
General purpose tackifier may be either a plant-based product or a polymeric emulsion blend as
follows:
1. Plant based tackifier must be a natural high molecular weighf polysaccharide. A high
viscosity hydrocolloid that is miscible in water, and labeled as either guar, psyllium, or
starch, as follows:
1.1; Guar gum-based product must be derived from the ground endosperm of the guar
plant, Cyanmopsis fetragonoJobus. It must be treated with dispersing agents for
easy mixing It must be able to be diluted at the rate of 1 to 5 pounds per 100
r
gallon����`����'=�'��j �1
1 �s �fi,,.t�tf�,,,�r���.tt tt t zrt �s'(7t
t r,. y1 �t li
1)it�J.}• S{hl(�tt
1 2 P����}���'h based proc�t���}�nust be manufactared from the finely ground, mucilloid
,��r���ng�c�f�Plantago o�����or Plantago�ispaghula seed�� and able seeds and ��ble�
j�����Iry and�form a firm k�`��ewettable membrane.
�
t ;� x}x{:
I}�t � 1 5�4'
�t�jt's�zs ���'14�,
1 ��;��arch based product m�st be a nonionic, water-soluble, granular material derived
�z��',�n corn, potato,�or other plant-based source.
��J
�}� {f
2. Polymeric '{ t`�,I}���`i��'�����d ta����r�`�Y�����,be a prepackaged liquid or dry powder, aniomic
formulation wi���fr���idua�,s��'�ti�mer�'��;��nt not exceeding OA5 percent by weight. The
tackifier must contain ar���,��`e labeled �� one� of the following as th� primary active�
,x �,� ,
�ing red ients� ���'��,'��� xt�����'+
,t� 1 r�,�
1}{,,ti �` t�
2.1. Acrylic�copolymer�����d po�ym�s���`�t ��>��'�
�
�{
S}�� t�ii�,�r�'�}��„<<1t �� ,il'J5`>�� r� s'th� �z
2�:2�; Polymers�of�methacry�����`��'d acr�����:� �` �''t,,
� z .�-� �,�,��
t,Sl Si' 4G y.
�.3�. Copolymers��of�sodium acrylafi„��i��tcl acrylamide���,,��
t tta�t i7 tit��s� s
� �4 �t 1 7 1� ��� it�� 2�fl .
2:4. Polyacrylamide�artd�cop�fi�`�{�r o����rylamid,���`�;,�} �� t��
��fa.,s.t. tt �tjYl. J�tS�tltttry,. il{�1
i } r lit��tt�ti i.�� �4 f
2:5. Hydrocolloid polymers. }'"'`'"``� 's``��
' ''�r
�"5�'�, �,
t�t� a t� t'��'� � �
Erosion���control materials shall be applied in separate�a�ppfication�'���►th����������sequence;
{t }, 4 4��{tSi�ffC'.s.�,�
A�. The following �seed and �fer�ilizer mi�ure� shall���� a ,���;���`i`�iydro��seeding �equipme�nt�
within 30 minutes after the seed has been add`���tt���,'�''�iixture:
t���w, �
Material Temporary Pounds Permanent Pounds
Per Acre (Minimum) Per Acre (Minimum)
Seed 250 130
Commercial Fertilizer 600 600
Fiber 125 125
27
B. Straw shall be applied at the rate of 2 tons per acre, or 2.5 tons per acre for slopes greater
than or equal to 4 percent slope; based on slope measurements. Incarporation of straw
will not be required. Straw shall be distributed evenly without clumping or piling. When
weather conditions are suitable, straw may be pneumatically spread.
C. The following mixture in the rates indicated shalf be applied with hydro-seeding equipment:
Material Temporary Pounds Permanent Pounds
Per Acre (Minimum) Per Acre (Minimum)
Fiber 500 500
1�
t �� �
Tackif���"� �}�����`z�,t������1�', <�t ��4 450 1�50
zr:.';�,E�,,,, �t°�,t,?�,
��,f,��� '��'L , �
The�� rafio of �����`,=��water� to total fa���lee� �in the mixture �shall be as recomm��nded by� th�e
��m an ufiactu rer��t�J��r���` }',�,'��j,�
,r ;�: ,� � 7
,<�t ,�;
Once seed is�'���rted in an area, stravv`=and stabilizing emulsion applications shall be completed
in that area or��,��� same working�day.
t;.,, t
'�ia ji 1 i� .
; ri t �r� �r+�`
The rates of erosit��r������I����;teri���f z���;�<�f�j�,��anged by the Engineer to meet field conditions.
Erosion�control will be�'���s�red ������'squar'��'�'�rd or acre.
t�tf�}tf3��` t r� `
Full compensation for"Erosion ���trol"shall be r ,�rl�srdered as included in the contract lump sum
�price paid for"Water Pollution ��trol" �nd no��l��rate p�yment will be made therefor.
,�� ��� �t j,�i ���f,
�>fr tt- �r{�x���kts f �3 i{ �
Local To�psoil `'' '`� ,` ' ' �" t't`� 1 '`
�c�tfiji t}zi� }���t tti�} rf� jj � J7yt.ijt�Jt
tt fti�dt ,,t�. it3{l¢27;� S. t tt
„>,,,
t.>.fr,ii�� �l S tiJ � 4 7(13
This work includes excavating, stockpilin��t'f`i I��tnoving fr��`�f{,, stockpiles; spreading, and
�consolidating topsoiL } �,�f� �� ,� t,�'�
t.�t�t�sy lt rt'� t { 1j si.F4 �.
IV'Q`�i��C1l j��Jyi4�}ltt �. �j f�l{Itt�` p45�}t1".
t
�i} ���t �,� nt�l ��'r1'�ti,i,��� ��t}
a y�
t�i{`t � J�Ifj}Sf i Yit�.E� �,#4.
zt' } (�s£ ���1s,� t" >t��y����
Topsoil obtained from sources within the right-of-way`'��'��� be exc�,����d to the lines and depths
as directed by the Engineer. All lumps or clods shalt be broken ���`,��efore th�=����pil is spread.
�f# 7t t�{t��if
�Topsoil�obtained from within�the project wi�l be considered as sel�,���d rra��������{ ����`i�ported topsoil
��must consist of fertile, friable soil of �loamy character that con����{�������'i��c matter in amounts�
�natural to the�region and be capable ofsustaining hea�����lar��,�����,�:t,����orted topsoil must be free�
f�om deleterious��ubstance��such�as fitter, refuse, toX��$r����;�;'a��ones larger than��1�� inch �in size,
coarse sand, heavy or stiff clay, brush, noxious weeds, and other substances detrimental to plant;
animal, and human health.
Construction
Preparation shall include all the work required to make ready the areas for application of topsoil
and erosion control materials. Rocks and debris largerthan 2-112 inches in maximum dimensions
shall be removed and disposed of outside the highway right-of-way as permitted by the Engineer.
Topsoil shalf be spread uniformly at the rate specified in the special provisians or shown on the
plans. The finished surFace afterspreading topsoil shall be approximately 1 inch below the top of
adjacent grade.
28
Topsoil shall not be placed until all equipment, except equipment required for spreading topsoil,
is through working in an area.
Spread topsoil#o a uniform thickness: Topsoil shall be placed a minimum of 6 inches thick on all
disturbance areas to be seeded and mulched per "Erosion Control" of these special provisions.
Topsoil shall be placed 4 inches thick on cut slopes that are 2:1 and flatter. Cut slopes shall be
scarified to a depth of 2 inches prior to placing topsoil to ensure sufficient contact. Topsoil shall
be roughened by trackwalking or rolling with a sheepsfoot roller prior to seeding �nd mulching.
Trackwalk topsoil with tracked equipment run perpendicular to slope contours. Water may be
used to assist this process but must not cause erosion. Finished surfaces after topsoil placement
must achieve a minimum af 85 percent compaction.
z ��t�s r F'3 ,", f
tt� {t�t r�1lt?tt t�rr �
Fulf compensatiort,,��`i������ �op����l��}��II be considered as included in the contract price paid for
�"Water Pollution;�����`ol" an�d� no ac����'�s�nal compensation will be allowed therefor,
£5t��zjf gj i4
i'{17;i�,? � r{1S
Plasfic N�ttir�� �'�� '�
=ttE ,
�} � �t`�� f ��t
� ,��
� $� ���
Photodegrad���� or biodegradable pla�tic netting shall not be used in fiber rolls, erosion control
blankets, or a����ther erosion control BMP unless specified or approved by the Engineer.
tY 4
��J��!�t
p '�{ 57 # !f ;k }t
����.� It���.S ��f yt��� �4��� {��t �l r� {;{�rst�.tt�f'�� �i�.
f'�.`�t „!'x.,t ..t �.s`�.�}t} �s���
,.,.,�„ t -rttt�,� i yj a
Fiber rolls shalf conform to th�;t,���'��iisions in �,�'�ion 3-12.6, "Water Pollution Control," of the
Standard Specifications and tf���� special pro�����ns and shall �consist of applying fiber rolls
��materials�to��the�areas�shown�o�f';��e plans, emk�����ment, �nd excavation�slo�es��and other areas�
�disturbed by�construction activit����t�nd as�dt��-���,��1 by#��'��ngineer
t t�,�}i� y r i�r 1 ss�t�S ii�st{r l�r t y'1�4 s
�' �S t '�i i 4 s��t 1°�` 7#7�r„ii... i `�'�ht i� t 4
Fiber rolls shall�be premanufiactured �������`ice o�z���'��t stravw����ood excelsior;�or coconut�fiber
�enc�psulated within a biodegradable�jute, sis�l���,��'�'coir�fiber n���ng. The netting shall have a
��minimum durability of one�year after installat�������f�he netting sf����'�e secured�tightly at each e�nd
��of the roll. Rolls�shall be between 8 inche�;�fi��'�t� inches m �l��eter����s shall have a�minimum
�weight�of�1 pound per linearfootand a r���;�ur���'��gth of���`��t. },j�,,,�
� } � � r ,1 , ,� > > r
�r,$�r"� rt�s� t��.��t t t it� � �t :
Wood stakes shall be a minimum of 1" x 1" x 24" in"���`e and ma,r"�;!of untreated fir, redwood,
cedar, or pine and cut from sound tirrrber. They shall be straigh��}�t��i free o�xx��'���. or unsound
,z{fr , , j� s �„,
��knots and other defects which would render them unfit for the ���� �se,������a��`�:�� Metal �stakes�
shall not�be used. t� � � �"�� `�� "`���
���iG 5��.t��xriys�x t,.,1.�
t}+� 7s } (�', �
irittt4i ti�' f 1�7�i1� �.eP.�
Fiber rolls shall be installed by constructing a furrow t'����f����' �etween 2 inches and 4 inches;
��w�..
and to a sufficient width to hold the fiber roll: The bedding area for the fiber rolls shall be cleared
of obstructions including rocks, clods, and debris greater than one inch in diameter before
installation. Stakes shall be installed 48 inches apart along the length of the fiber rolls and stopped
at 12 inches from each end of the rolls. Stakes shall be driven to a maximum of 2 inches above,
or flush with the top of the rolL Fiber rolls shall be placed parallel#o the slope contour and 8 feet
apart on 2:1 slopes and as shown on the plans.
If the intended function of the fiber rolls to disperse concentrated water runoff and to reduce runoff
velocities is impaired, the Contractor shall take action to repair or replace the fiber rolls. Split,
torn, or unraveling rolls shall be repaired or replaced. Broken or split stakes shall be replaced.
Sagging or slumping fiber rolls shall be repaired with additional stakes or replaced. Locations
29
where rills and other evidence of concentrated runoff have occurred beneath the rolls shall be
corrected. Fiber rolls shall be repaired or replaced within 24 hours of identifying the deficiency.
Fiber rolls will be measured by lineal foot.
Full compensation for"Fiber Rolls"shall be considered as included in the contract lump sum price
paid for"Water Pallution Control" and no separate payment will be made therefor.
As-Built/Record Documents
The Contractor shall keep and maintain on the Project Site, one record set of the Contract
Documents, whi�h shall b� ���ated weekly to reflect current as=built�conditions of the Work as it�
�progresses�and docta �����1,������to the�Work shown on the Project Plans.
fit4�t�t ,T�.,,r'�� ;t k,fftl
r�s, ,1,}, t�y4f �
Record Docum��s�,r�'�iall be produc������marking�a full-size��(22"x34")�copy of the Project Plan�s�.
The Cantracto�;����-built information ���II be clear and legible, marked in red, and at a minimum
identify the fo��t��ting: the exact horizc�yf���1 and vertical location of all installations in their finished
��cor�dition, in���ing all undergrour��;,:�vork �and components; all electrical, plumbing and
�mechanical i���llations;� all changes� in construction, materials �and installed �equipment; and
buried or con�'����j�d construction and utility features that are revealed during the course of
�constru�tion. 5������,#att�r��t�� shall b,� �i���n to recording��of all buried� utiliti�s th�at differ frt�m
��locations indicate� r�,���'��►����ct ������������'�t
" �t�a.,�s iix�it t�`k f���{lj�(
The updated drawings shall b�`'���ilable for re����v by the Engineer and Inspector. Failure to
�comply with the preparation� ar��'�ubmission of���r��builts may�result�in the Engineer�withholding
�the current progress payment, �;�r��e subject tc��s���inistr���ue deductions as per Section 7-3.2.
4, d
�{ r t i f t7��it �l§t , ?t 1'� 5 4 r
Where specified in the Special Pro����t�t�r�,«.,.��hni����t������'%`����ns asa condition to certification
of final completion, the Contractor shaif'����rovide #��t;��t��`iginal R���ird Documents, together with a
��certificatiort by the �Contractor that the Record������imer�ts�are �G���e representation of the Work
as actually�constructed, Timely submissior��'�t'����nplete Recor,�j �=ocurr�,ents shall be a condition
�to��certification �of final completion and to �j�{��{I �i��rment D�I���%�in th��t���bmission ofi�complete�
Record Documenfs�may subject fhe c�����;�or t������ida���,���age�=�
t�rr } itt 7 t s x�'�4S,} it �
'�" l r s £ t�� �i��.' � 7a s
ti',v,�r�,# ��,F., t t s't t i
Full compensation for As-Built/Record Documents shall be conside�'��ras include� in the contract
�price paid�for the various items�ofi work and no additional compen,�����n will ����i����ed therefor,
�tt � t �,
4 � , �,t 3 t#�t ti„14r����
�h-Site�Construction S�u�perintendent 4t� �i'y;tJ�ttk�(�Y("
�� ��t�i zrit,t
s• t t t i .t ,�.
}��t� 4 , tk k is��tU t�..�.
�i�rr�lir� t�t�t 3«� �
The Contcactor shall employ a competenf supenntenc���,{������actory to the Engineer who shall
represent the Contractor and be available to the Engineer at all times during the work of this
project. The superintendent shall be free to manage the work of this project and shall not operate
equipment, provide laboring, etc. The superintendent shall be designated and approved at the
preconstruction meeting and shall not be changed without written authorizing from the Engineer
so long as the superintendent remains employed by the Contractor.
The Contractor shall within three days following written notice from the Engineer, remove and
replace the Contractor's superintendent in the event the Engineer objects to the Contractor's
superintendent.
All communication given to or received from#he Contractor's superintendent shall be considered
30
as binding as if given to or received from the Contractor.
Temporary Pavement Delineation
Temporary pavement delineation shall be furnished, placed, maintained, and removed in
conformance with the Manual of Uniform Traffic Control Devices (MUTCD) and these special
provisions.
Whenever the work causes obliteration of pavement delineation, temporary or permanent
pavement delineation shall be in place prior to opening the traveled way to public traffic. Centerline
pavement delineation shall be provided afi all times fortraveled ways open to public traffic.
Work necessary, mc�����r�t�3�����;�,��d lines �or marks, to est�blish the� alignment of temporary
�pavement delinea���fl����"�c �`�,���med by� the Contractor. Surfaces to receive temporary
pavement delin�,���}� shall be dry'��� free of dirt and loose material. Temporary pavemenfi
�delineation sh����f��t be appfied over����ting pavement delineation or other�temporary pavement�
delineation �'�t�porary pavement d����r��ation shall be maintained until superseded or replaced
��with��a new p�'����'n�of temporary pav���`�nt delineation or permanent pavement delineation.
� '���,
r tc a S`,,, .
Temporary pa��`�ent delineation which conflicts with a new traffic pattern or which is applied to
�the final layer ��`����Facing o,�,t existi�ng ���ement to remain in �place shall be� removed when no�
�longer required foi����,��,�t��t���of p�r����'��`����r�s determined by#he�Engineer.
���{,,,,s,, � , r k
���� �,�� f,}��r
t t �<t}f Y 4rf j t}4
Whenever centerlines are oblite#����, the minim��centerline delineation to be provided shall be
�temporary raised pavement ma����rs placed at lo�i����udinal intervals�ofi not�more�than 24 feet. The�
temporary raised pavement�m�����rs��shall be tf�`y��me c��or as the�centerline they replace�,
tt���4. iczit���j.ti t It7�f
(t�lt � it Jt� �y g 2
Whenever edgelines are oblitera��;���,�r,�� {,�tr���um ���������{���lineation to be provided shall be
�temporary raised pavem�nt markers`������'at lon���`�f��al int����of not more#han 24 feet. The�
temporary raised pavement markers shall be tf��t�rYie color as}��� edgeline they replace.
fl�,�t`t v� ��}f��
f t�
�Temporary raised pavement markers sh����` `���' ,��aced in cor����,�anc��`�ith� the �manufacturer`s��
instructions and shall be cemented tc� ���;'`sur��#`��,ng wit��,l,���'tradhe���� recommended by the
��manufiacturer, except epoxy adhesive U��i'�II not '������p�(�'��`�lace ����;ment markers in areas�
} b�rS ,lYt,?.t. 1 t�2.
where removal of the markers will be required. s�}�3�
,'t�}t ''` r`�r'��
y�?} s �t3ti�7� �4 ttl t i�
Temporary pavemsnt�delineation consisting entirely�of temporar����i§ed,���';����i�f markers�sh�all
�b�e used on lanes�ope� to public traffic fior��a maximum of 14 day���' ���r�;'��':��'e end of the 14 days�,
the� permanent pavement delineation shall be placed �t��zt�he ��t��x�'��`int pavement delineation is�
�not�placed within the 14�days, �dditional temporary pa���`,��'���'�ineatior� shall�be provided�at the�
Contractor's expense. The additional temporary pavement delineation to be provided shall be
equivalent to the pattern specified for the permanent pavement delineation for the area, as
determined by the Engineer.
All compensation for furnishing, placing, maintaining, and removing the temporary pavement
delineation (including the signing specified for "no passing"zones) and for providing equivalent
patterns of permanent traffic lines for these areas when required shall be considered as included
in the contract prices paid for the items of work that obliterated the pavement delineation and no
separate payment will be made therefor.
31
Temporary Toilet Facilities
The Contractor shall provide temporary unisex toilet facilities during all times employees are
present on the praject. Toilet facilities shall be as portabie as required to be readily available to
employees at all locations of the project.
Full compensation for providing, servicing, and relocating temporary toilet facilities as necessary
during the work shall be considered as included in the contract price paid per ton of Asphalt
Concrete and no separate payment will be made therefor.
Remove Pavement Markers
Pavement markers, C����(���;��it,�l'�derlying adhesive; in conflict �with� replace� AC surfacing and
�overlay operation�,��`,�r��+��;ii�n�`�������- required for fraffic lane delineation as determined by the�
Engineer, shall �;r,i,�ti�oved� by su�� '�ethods that will cause the least possible damage� to�the�
��pavement or ����`��ing. Damage toY''�t,�� pavemer►t �o� �urfacing� �caused by pavement marker�
�removal shall �����epaired by the Con���€tor at the Contractor's expense by methods acceptable�
to�the Engine��t,� �5`t',t �
f�i �`�,t��
{ 1
�it t y3
During the rer�'��I of ceramic type pavement markers, screens, or other protective device shall
= r
��b�furnished �04����in any f��gments
� � �
st� � kf��E t it�t t���� :4}xrr� �y�� �}�i`�{3i
Fragments resultmg �rt�`�}��`i'`e rer�;�,�;��"of pav'�ic;�t�nt markers shall be removed from the street
before the lanes are�opened to �t��s'�traffic ;'``�'��
,�,'S�{ � t
}�� �7�� �
Full compensation for removing'��vement mar4���^�yshall b� included in the contract price paid per
�'4F �1��t3}ff
cubic foot for"Replace Asphalt ����rete Su}������� an�,�`t��phalt Concrete Overlay„ as occurring
�and n�o additional compensation u��������������`��ther����t x�,,;r� ,,,,,
�,:.,� t ���,zt,ir,= t �
s ,`� {t����
, #
�Work Hours ,�f �t{��` t ',
7� t7�{r;' lir}So
2i �t� { tt #
t 3
Work hours are from 6 p.m. to 6 a.m Su�,�'��`��;�ough Thurs���jexc���when agreed to by the
, t
Engir�eer. �; 11,, �r 1 t,��' s 't t�r�` �'t��,,,
2fYi�li�� ��s�tytt�{ 4i§,��5�f51tjt,v�f��v ��,.��yk;
����` t�'� a li:�rs j t ) � i� ti !
r � �' } t
�Contract Item��List� '��'"'t ' �$
Y� �
4rt��7-� jJ
i #� ti 1 z tt t ��t�ilr��,�
Water Pollution Control '`
sxtt}y'y�rf f 1 t t};r L.,
�h � t i t �
af r. { trz s�,,.<,.s,
. , �i i}�t i�:js t ft�'l�.„� ' ❑
Attention is directed to Special Requirements for E����on ���;��'�and Section 7-8.6, Water
� r�7 „ }
Pollution �Control°° of the special provisions. ������4,��,�';`���r�-���`
Traffic Control
Attention is directed to Part 6, Temporary Traffic Control, of the Standard Specifications.
Replace Asphalt Concrete Surfacing (3/4" PG 64-10)
This work shall consist of removing the existing asphalt concrete surfacing and undeclying base
and replacing the removed material with new asphalt cancrete in accordance with these special
provisions and the details shown on the plans.
32
The exact limits of asphalt concrete surfacing to be removed and replaced may be modified in the
field by the Engineer.
Existing asphalt concrete surfacing and underlying base material removed during a work period
shall be replaced before the time the lane is to be opened to pubiic traffic uniess otherwise
authorized by the Engineer.
Surfacing and base shall be removed without damage to surfacing thaf is to remain in place.
Damage to pavement which is to remain in place shall be repaired to a condition satisfactory to
the Engineer, or the damaged pavement shall be removed and replaced with new asphalt
concrete if ordered by the Engineer. Repairing or removing and replacing pavement damaged
outside the limits of pavement to be replaced shall be at the Contractor's expense and will not be
�measured nor paid fork t,�;�4t {=�r�ir,",��ir ,
l{ liy i� z{eS7,74}� � t�ijP`?1�
3 )r �t 5 �i ' !t��t �Yttt
Tack coat per S������t` 302-5.4 of th`�„special provisions shall be applied to all vertical surfaces
, t t rt
��of adjacent exi���i���asphalt concrete �,r�r to fi(ling the void with� new�a�phalt con�crete.
t{ 41 " Sf��f�
{t�tt�t�(�. Y 4t�4 .
Removed ma,�����ls shall be disposec�i���n accordance with the Section 302-5.2.3 of the Standard
Specification�lf���d these�special provis��ns.
� x:�t:
If base is left ex;�����1 after r��oving the st��;rfacing to the required depth; the base shall be graded
�to �a plane, wateri'��=���`G���i���acte���,'{��;;��{,����h��of the� excavation shall not e�ctend above the�
grade e�tablished by����������'ine��;';�`z,�',��{` � �� � �t
�s `,,�`t `f !�"�;
�Areas�of�the�base� material whi�`��,��re�low as a r���'�t of ov�r�x�avation,� unle�� directed to��do�so
�, ,
�by the� Engineer, �shall be�� fill �t� ,�b�vvith �asphalt ���''�rete �t the Contractor's expense. Asphalt
�concrete shall conform to� the�����,visions f��;s,rt��rpe l�,���phalt concrete in "Asphalt �Concrete�
Pavement of these special�provis��'���,,{ ��,��r��r as����'�t�k���'�t�nd payment�� Asphalf binder�will
��b�e�Grade� PG 64-10�as noted on the �1����� �4{t',��� ��'�5f����_
a �� �
t��t�t ��S� 4 t I F ss�
fihe quantity to be paid for "Replace Asphal����}�rete Surfacir��"�'�'�rvill be measured by the cubic
foot. The volume to be paid for will�be calc�������the basis t����surf��,�area of the excavation
sz �1 r,
z � t ��;,�� � ,� � � �
�to�the depth�specified in the pl�ns�unle��'���erv���,order��,���}�he Er�����er.
t j�Y`� ii i k z�.,.t r� } �2�� }�i t r
1? Si�i ti�j#}�.f.h �7{ } ..
�The� co�ntracf�price paid per�cubic�foot for "Replace ���t�alt Goncr�����urFacing (3/4 PG 64-10)"�
�shall include full compensation for furnishing all labor, material��`����cludin�, �����ft concrete),
tools, equipm�ent, and incidentals, and for doing all the work involv��'{�n r���1��, � ��"phalt concrete
�surfacing, complete�in�place, including tack coat, asphalt comp����r��,����"�;iP, and traffic cor�trol
��as shown��on the plans, as specified in the Standard S��ifi����������`'��these special provisions,
�and as directed bythe Engineer. `r� '�z���"'zt��'��'������ ��
L=,��„�t .�
Asphalt Concrete Overlay (3/4" PG 64-10)
Attention is directed to Section 302-5 `Asphalt Concrete Pavement"nf the special provisinns and
the Standard Specifications.
The contract unit price paid per ton for "Asphalt Concrete Overlay (3/4" PG 64-10)" shall include
full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for
doing all the work involved in asphalt concrete overlay, complete in place, including tack coat,
compaction, clean up, pavement marker and pavement markings removal as shown on the plans,
as specified in the Standard Specifications and these special provisions, and as directed by the
Engineer.
33
Shoulder Backing
This work shall consist of constructing shoulder backing adjacent to the edge of new or existing
surfacing along Airport Road in accordance with the details shown on the plans and these special
provisions.
The material far shoulder backing shall be imported material conforming to aggregate base
grading and quality requirements.
The areas where shoulder backing is to be constructed shall be cleared of all weeds, grass, and
debris. Removed weeds and grass shall be dispased of uniformly over adjacent slope areas and
removed debris shall be disposed of off-site.
.t 4rr�titrt ��7�$ �t �
t x t��{l i }
S�houlder backin� ��,tir't f,����1�`� �,`, � ,,z `'f,��
7 t �+�5�.��'`'sha����;�l;�wQroughly mixed with the basement material by scarifying or
blading and the ����red and rolle�� � �orm a smooth, firmly compacted�surface.
�`�, ;_ ���j
� � ,rs,
4 1�}1�.
Shoulder bac���i��material shall not k���,�eposited on the new surFacing prior to placing it in final
position, �nor���1 the shoulder back��t�s��naterial be 6laded onto the new surfacing during mixing�,
�watering, andl��ding operations. �'
r�F�1�
�i�'}f�
�ull� compensa��,�r for "Sh�ulder Back�� " includ�ing furnishing all� labor, materials, �tools�,
�equipment, and ir������i�;�� �r` ��1 for,�l�;�� `�����` � work involved in constructin ��shoulder backin ;
. t��.r ,����� r �, �� J 9
complete in place, as���v�°�on t��4�����`�`i�s, as ����ified in the�Standard Specifications and�thes��
�special provisions, and as direct��t��r�the Engm�����hall be�considered as included in the contract�
price paid per cubic yard for A����;gate Base a��xrno separate payment will be made therefor.
�`t,� ' ��r�`�r
��t3�t t'Si��`�� } t r
�Tr�ffic �oops �`f,'i�1 F��a';a'_;� '�``'
1� �rj+}i�t{{} tT�����Ft�ttk zt }�itt 3tjai ,jC�t.
�The��contract unit price� paid��for "Traf�i���L�ops' s��i`��#���i'clude������t�ompensation�for fiurnishing �al�l
��labor, materials�, tools, equipment, and inciden� #j� �`��z�d for doing}���t�nrork involved in the protection
or repair of damage�to the existing traffic loo�� ���`���bnduitsthat��t���res�nt�in the�asphalt�roadway�
surface nearthe intersection of Churn Cr� t��'���and Canb � �lete in place, as shown
tr y���d c�
�on the plans, as specified in the �Stan����`�`�p�'������tion����i�� ��ese����cial provisions, �and �as
s{7� ,r.. #7r y t,z�{ i t �F.�.'� � �#r,
directe� by th�e E�ngineer. �,t,�y{� s,,t t �.
� ��
Traffic loops are schematically shown on the plans. At the com�t����n of tf��t�����,�t, the traffic
�{ r� , �l,t�x '�,r, �
loops shall be inspected and shall be equal to or better than exi���� �������;;���"'start of work. In
the event�that�the traffic loops�or conduits�are�damaged, the C��'��`������`��I immediately initi�te�
�repairs to the damaged signal�component�. This is a fi�u�;'��������3��r� ,,.,�,� �
� `+t,..�.l,�,��,y„
Traffic Stripe (6" Thermoplastic), (8" Thermoplastic)
Attention is directed to Section 314-4 Application of Traffic Striping and Curb and Pavemenf
Markings, of the special provisions and the Standard Specifications.
Pavement Marking (Thermoplastic)
Attention is directed to Section 314-4 Application of Traffic Striping and Curb and Pavement
Markings of the special provisions and the Standards Specifications.
34
Pavement Marker
The Contractor shall provide and install Pavement Markers in accordance with Caltrans Standard
Plans Details A20A thru and A20D and City of Redding Construction Standards 171.00 and as
specified in these special provisions, and as directed by the Engineer.
Pavement markers outside the project limits marred or destroyed by the Contractor's operations
shall be replaced#o the satisfaction of the Engineer at no cost to the City of Redding.
The contract unit price paid#or "Pavement Marker"shall include full compensation for furnishing
all labor, materials, tools, equipment, and incidentals and for doing all the work involved in
installing pavement markers, complete in place, as shown on these plans, as specified in these
�special provisions, an�i,����������� by the�Engineer.
} �r ,,�
y{ }��t�t��,��,i� � t sf� �a i=Z it
r t t z t�` �5�7; � �3�
Adjust Water V��� � ; �f
�
��, ;�,=.�'s. ,t}�
Existing wate�;��#��ve boxes and cover����all be replaced with materials specified in Construction
Standards p 'a�����`4�00,00, Item No. 7�=',��d installed as shown on Construction Standards page�
�404A0 existir����urrent style covers m��r be reused if in�a condition acceptable to the Engineer.
�'`k��''f c=
The contract uri��{'����e paid f��"Adjust Wa�er Valve"shall include full compensation for furnishing
�all labor, tools, eq�(��������'�r`��� inc,�{�������`�����lj for doing all the work involved in� adjust water
valve, complete in p��'���,�����'cludi���,����posal �����moved m�terials� as showr� on the plans, �as�
�specified in the specifications, tf���t�'�special pro���i�ns, and as directed by the�Engineer.
}{3�t�� . j� <
C}� }t2t{�{�z�
��4djust�M�nhel��� `������,� ��,�,
{t; t iJ11 ti{ }�i G
Attention is dicected to Sectionj`;'t���f��s��`;`j;,f$'��e ����`���r�����$��ecifications and these special
�t r > 5� < 1`s�,�. r ,frt 1 � �,
provision�. ``��4��th"'
� t1 �1:: '��
�','' 7 '
fihe contractor shall replace the obsolete st��=�Jt�tt�'nhole castm�;�'��d lid with a new style casting
and decorative� lid. All replaced casting�,tt��`��`',���ls shall be, ��,��vere���� the� �City of Redding
Corporation Yard ��directed by the En�,��j�;�'�'r ��}l,�r � ;_ �;`,$;;;<x° ,�,�{,��t��``�
� !tf��� kl}!ir`j4t 4tr�F tt�tts�r ilu° � ti t
p,.,f j i f y t i S � tz t {s
. . . ai � ee f ��trt i s. iri�tl�l,
�The�confract u�ni� price�paid for Adjust�Manhole shal�`"'��t��l`ude full c�J���rensation for furnish�ing all
labor, materials, tools, equipment,�and incidentals, and for doing a�����,�work i�,��r�;�;���1 in adjusting
�the� height of existing manholes�, or replacing obsolete casting ,�'��lid ���t�����`�ing the height
�complete in place including obtaining the new rnaterials and d�������l��f�,���'�used castings� to�the�
�COR Corporation Yard, saw cutting, AG removal, b���'���I �c������r►,��concrete, repaving, and
. , �,�t !� 'z'� , u�>rt r�„
�traffic control, m conforma�ce with the plans, the C�������� Standards, as specified �in the
,,
Standard Specifications and these�special provisions, anc��as�directed by the Engineer.
Adjust Monument
Attention is dicected to Section 301-1,6 of the Standard Specifications and these special
provisions.
Existing monument cover assembly shall be replaced with materials specified in and installed as
shown on Construction Standards page 184.00. The existing monument cover assembly may be
reused if in a candition acceptable to the engineer.
35
The contract unit price paid for "Adjust Monument" shall include full compensation for furnishing
all labor, material, tools, equipment, and incidentals, and for doing all the work involved in
replacing monument cover assemblies complete in place including disposal of removed materials
as shown on the plans, as specified in the specifications, these special provisions, and as directed
by the Engineer.
:y� � Zj tjl} � j i
( �t �j7 t,�}�. t��r �l#{{��i
7 �f� ltjti}�t'" is ri t;itr�
isF tt t J,�.�� '�'a {
� z$�i ' �7�yi7 x r�
��yrilrr �as'' s��t ts
i t4, � #tit j}t
jsrEl�,l�� tl �1{j'
7�t �rr` i �F,tt
�' �(�t' � ; }i;
1 �� r �,��
l, a
� i<y{} '
�{ �
t�t t,��
r
�t�;�1�
v�j41t( 1 1
�t tt t�.i tt{��s� }t�i}�r { }��� Pt��t (�s
�ti �: s�i{s � �f'1 ` t � t' 4` ��1�5�}'
t ti..,g ,r v<,5,1 �l���{��� j���{�4r
, t�titt:'I' �i'�l{
4 ls 4 )�� ��i} t.
i'{f�� i.� r� tti"
�£ � l' t�i��
�1tt�${it 7f�j t}t
t{ � cr;{ i t
tk�tI l 1 �
'<� � ,3 i v� 1>3,ttr
{r }ji, , (,I i Jt�Y f t Jj,{S2
�� ,tl 71 i s� )�' C>4 i �? �.
t ,. 7}t�}v}J� �' ~t
�h��;i�{ tl��tti.7 jt; t�tt�t;t;i
i t'�Gu.r.�l,.,r" jj(t}�}ii"'" �E t
it� t j
�i1 ks�i tf'�
i Jt t�(tt,
} �
;��s t;it Y43I
t�s f�.}} �j��t��i y
s � �t�t{�i�3s#4t . } 2�fl
x i;lt�� }7 :
�� '{ i l yti� t`+ ' �it t���
� �i�i.'=` � stt t 1�Ir���,t�� ��z� t
7 � r t 1 i iJ ti
;,;rr£..' t§tti3t� . I«��� ���� �i �
t f .�a7,,,,,,t r,x�.' .i' G`�t"%.
t�r�
ti�3t
t 1
��1t� �ly'��t �
�j sti . � {tfx 4ar,�� '
i); 1� I IS' tSt t£ t i
� t 17 ' t Ij��.,�,y-
rtiii4�i d{tt�t`s3�t,..�
t�7f � rl }��ty,.
ii�( 1{jltt}},t��tl.�'
1 i�t lif 7 r t7'yt�5 t rl jy,ll 4..
4}�*
��t�� �.{1 ",'7t xb..
t
�f,l�;st=,..,d..
36
PART 1 GENERA� PROVISIONS
SECTION 1 GENERAL
1-1 General
The following terms are added:
"Wherever`in these documents the words "City" or"Agency" appear, it shall be understood to
refer to and indicate#he City of Redding, a general law city, existing under and by virtue of the
laws of the State of California.
Written notice sh��,l,����;�`��;,�p have been dulyserved ifi delivered in person to the individual
or to a memb��;<����,,?k�te firm t������,,�n officer of the corporation for wh�om it is intended or if
delivered at,,�i�,���`ht by register���=r���ail to the� last business address known to�him who gives
th�e�notice ';`tz`r�t�;:���� ��r�`;,�
�z �� , ,txs �
J� 7 r+�;i` i' �}
1-2 Terms ar���f�efinitions $,t;5}t#;�t'
���s a��
5(Jt{jr
§t
Definitions ar�'=��ended or added�as��follows:
i4 t2
�s�i!1�t
1. Bid Guarai'��f��,�`y��'f}���,��i, ca�����l��'f�������certified check, or bidder's bond accompanying
�the� Bid as a g���'`�a�hty th���r������Bidcfer ��,'���enter into� a contract with the Agency for the�
,� t� ���t �
performance of th� work' i,���� ���#�
„ 3 t
�, . �� ,4'
�{}�lj�1 i' ,S t s4�ztY
2. Baard, Cauncil, and A ��'�y—The offt�' �'lj�r bod constitutin the awardin authorit of
} /� 9`, ,*r ,t �`� jt�, 9 9 Y
the /'igenCy. ��7j�2 �SE rytu��.r �}t{�j�r
� S7? t e� t� 7P � tt t� (
�t��t���� t �, �r }Cty. �it4��� t{sts 1t :r �
t"��i�}�t� 1� }t�iff�3� . f�� i ��i�°�{;7 t fijt� st �
3. City, Cantractor, and Engineer' rr��� City����t'ractor, ���,YEngineer are those as defined
�in th�e Standard� Specifications. They a�`��,'��ated throug���;ut the contract document �s if
each were of the singular number ar��������culine gend�`,,�,�r}
u� i'a t JY��e 51 t'/S}s} 4 zt
4. Date of Execution of the Contr�`�'��-r Tf�'�`}r�t,ate or�j,��€�,��h the s,��ntracf is signed by the
�Agency's authorized representa`�,''�, '�t���,`;;�`�'t'�� �''�'�� ��,' ��`�����
t e�4,tt'�.'�,s�`�1� � za .
z�:t4 #t�.Y.
5: Plans — The drawings, profiles, cross sections, workin�;=;��awing� ���;j�upplemental
��1 ��t� �4t
�drawings, or reproductions� thereof, approved by the En���er�,a�����'��w the location,
�character, dimensions, or details of the Work Plans r���� t��t�`��e bound in the same��
book as the Specifications or bound in se��tt�����,��i�' are part of the� Contract�
bocuments regardle�s of�the method of bindin���t�,�,l,,`�,` 't�}����°��`�
6. Standard Specifications — Standard Specifications for Public Works Construction
(SSPWC) the "Greenbook,"2021 Edition and current supplements as amended, prepared
by the Southern California Chapter American Public Works Association, and the Southern
California Districts, Associated General Contractors of Califarnia.
3?
1-6 BIDDING AND SUBMISSION OF THE BID
1-6.1 General
Add the following paragraph:
"When an item of work is designated as (S) in the Bid or Proposal, the estimated quantity for
that item of work shall be designated as a "Specialty Item."
'1-7 AWARD AND EXECUTION OF THE CONTRACT
�-7.1.1 Acceptance or Re�ect�on of Proposals
z � �3 s
i; a �f�t;} 1
{ t� i f2
The City reserves �;,��'��'��"�o ���"��,,�ny and alf proposals. Without limiting the generality of the
foregoing, any p,��,����al which is in`��''it�plete,�iilegible; or irregular may be rejecfed; any proposal
�h�ving erasur�,��j��corrections in�the,����e sheet may be rejected; any proposal in which�the unit�
�price is omitt��'����in which the unit pr����`ris obviously unbalanced maybe rejected; any proposal
�accompanied�f;�;��an insufficient or irr� ��ar bid�secucrity may be rejected.
I�3�{�:. �o
� �F
1-7.1.2 Forfe�t��+�of Proposal Guaranty
t }jl�
�ti r�i ' ,
If a bidder shoulc�,f�������l��wars��,,���`����;ract, �fail to��exec�ut� the���ontr�ct ar��d furnish�the
�necessary bonds, cer�i��'��i��hs, ar����t��urance�=i�ae manne��and within the time �rovided in th�ese�
t� + _ �y
r i}7, '�4 �l N
�specifications, the bid security s�iz�����e forfeited�,���`��e�City as liquidated damages, and the award
�ofthe�contract�shall be annulle�'„'�� t` �,=z
,��,�, ��,}�,.>`
zft� } '�7 3
1-7.1.3�Return�o# Proposal Gu�,���ties Y��t`�}�t' , t'j t
�t
i�i��a4zr � lil�ir�} �t}{tE��� i{rk�s(� i�4ai�{t r
i ti 1a i;'r., �� fr � i,r3 � s?�`��j�
All securities will be returned except '���{� ��#he S�tc����sful bt�;`�r and that ofi the next fowest
��bidders up ta four(4), which�the City will�ho�d��`�'i�'��he�contrac�`��,�it�cuments�have�been executed
�and the required contract bonds and �insura{����r��ve been suf�`�'��ted by the successful �bidders
�and�accepted by�the�City�or until bids are�����'����i �' r�j{� fs 5�
t ,isr �Y t;j 1f� i�''{ ti t�13t t��
is�t+�,t Jj ey�S€. t zsr �t ts`� � t xti
1-?.1.4 Award�of�Contract �'```'��'t� ' �� „ ��`�� � " `����
�ss;;W ��t ssG t �}r;�t��t:. � t
. {;< �F} t r.
� ti�;.t�t� tt„����
., bu �)�ii4ci
,. ,
Any contract awarded will be to the lowest responsible bidder who�4�}�'�mits a ���t'�Ir��ive bid. Any
� {stG �}t r�i k
award will be made within 90 days after�the opening ofthe propos�� Th,���������� �time specified
���bove�wifhin which�the award�of contract�may be made shall�be�,�������;��=t��ten�sion. All bidders�
�who submitted a bid that was not rejected will�be ask���,�� e����,����i��`bids.
�,�,3������r,
�t�ah<st,���
All bids will be compared on the basis of the Engineer's estimate of the quantities of work to be
done.
1-7.1.5 Execution of Contract
The contract in form and cantent satisfactory to the City shall be executed by the bidder to whom
the contract is awarded and returned, together with all required bonds, policies, and certificates,
within 10 days, (not including Sundays and legal holidays), after award of the contract. No
proposals shall be considered binding on the City until the contract has been executed by all
parties thereto.
38
1-7.1.6 Early Start to Work
The Contractor may start job site activities before receiving notice of Contract approval under the
following conditions,
1. Submit the cantract, bonds, and insurance listed in 1-7.1.5, Execution of Contract.
2. Provide a letter to the City with at least 72-hour notice requesting an early start of work:
3. Requesf and obtain an encroachment permit from the City:
4: Receive wcitten approval from the City Engineer to start work.
ii�r�Fit`j iS F
17�1t t2J } Ft� t2JJf
5. Perform wa�Cl���I.��u`r ov����t,�;�ti,
�,��� �� , �� 1,���
6. If the C���c����ct is approved, ��t�k already performed thaf complies with the Contract is
authon����. ,t'r{;
�(�,��' r '� �z�
�ti�7 l;j }I'
7: lf the ��;�tract is not approved;'�he Contcactor shall leave the job site in a neat condition,
restor�Yr��� site or facility to its former condition or equaL The City will not pay for this
}�R l
work ���� j
f
d.Jr)�tiy t���'r s4 �'4rl�t ftlySl flt4ttr��
$� t SJtir)ty F tt}i��� �ttT� s�stSf.t'sir's(icysiF
8. The City does"i�`c��N�����ust v������ days��xyvork performed before Contract approval.
�j� �it<<�:° ,t
l��{t�E4f}' � � j �{
9. Ground� disturbing/job ������ activities ar���'�`�II subject to the requirements� of the� Wat�r�
Pollutior� Control Plan�a[����orm Water R'f'����`�'�ion Pr�vention Plan,
,t , f{� , > �
�{4 t tr s� t t tt t
tl t ,,�,d t$t�.Y t k�i t
1-7.2 Contract Bonds ` �= 4 `�j� � ` "'t1 ' ` `
3 S�,ft t y�y�. { tttyst �y�a r,; � i��iz4lts
1 i J;t t ,�, t t � t t s trrt,;r i�s�z
� i:.1s a<t 't'y ti't���r �`�f f
Delete this�section�in�its entirety�and add the fo����r��g ''; s 5=�
rtt ,t t,� ;t,t i
r �` {�sr�,�� �� �1
« ���� �7, ,, ,�t(
Before execution of the Contract by t�,������cy, the Bid����hall f�l��,f{with the Agency sarety
bonds�satisfactory to the Agency ir�,t���'���m����s and ,f�,������ pur����s noted below. �Bonds�
shall�be duly executed by a respon��#�fe corp������������, autho�t�� to��issue such bonds in
the�State of��Galifornia shall be�issued by�a�surety�`I��'is listed in;rt��►'�'la�est revision�of the U.S.
Department of Treasury Circular 570, is authorized to issue k����s in C�a������ and whose
bonding limitation shown in�said circular is�sufficient to�provic�'�`�n����;�,����iount required
by the Contract. �The B�idder shall pay�all bond premiums, c����r�,���'��i�ident�ls.
�'}Y6 . �t i ��I t,�.47 ft{7
Each bond shall incorporate, by reference, the Corit�'$��<.���i'��e signed by both the Bidder and
Surety and the signature of the authorized agent of the surety shall be notarized.
The Bidder shall provide two good and sufficient surety bonds. The"Payment Bond" (Material
and Labor Bond) shall be for not less than 100 percent of the contract price, to satisfy claims
of material suppliers and of inechanics and laborers employed by it on the work. The bond
shall be maintained by the Contractor in full force and effect until the Work is accepted by the
Agency, and until all claims for materials and labor are paid, and shall otherwise complywith
the Civil Code.
The "PerFormance Band" shall be for 100 percent of the contract price to guarantee faithful
performance of all work, within the time prescribed, in a manner satisfactory to the Agency,
and that all materials and workmanship will be free from original or developed defects. In
39
addition, the Performance Bond shall include a one-year Maintenance Bond which shall begin
upon acceptance of the Work. The amount of the Maintenance Bond shall be for 50 percent
of the final contract price. The Maintenance Bond shall be submitted on the form contained
in these specifications or on a form which conforms to it prior to release offinal payment (less
retention)for the work:
Should any bond become insufficient, the Contractor shall renew the bond within ten (10)days
after receiving notice from the Agency.
Should any Surety afi any time be unsatisfactory to the Agency, notice will be given the
Contractor to that effect. No further payments shall be deemed due or will be made under the
Contract until a new Suret�r shall qualify and be accepted by the Agency.
. r ti fi �li�k�ri{t ��it 3t11�
Changes m th����;���;°or e�ct'�������s of time; made pursuant to the contract, shall in no way
release the ��i��3��ctor or�Suret�����r their obligations. Notice of such changes or extensions�
shall be wa��`�t��by the�Surety." '�;�t,r'�,}��
t{��;�t � �Y
SECTION 2 ���PE OF WORK t,��'r{�
���s �� jF,"�
��,
�t �,�,
��2-2�PERMITS'r;r�,',r
�,
�<i�1r � ,� �, , s
�Add�th�e��following �`` t��� �� � " �= r ��
�'� � �i � z 3'7 , 4 s�� �:
'�'�; �v,lislz��j '" �-�z i{�il t s t�j�5�.{
�{�i t1I' i r�+�F
"The Contractor and any s�� { `�ntractor wdi��`��ng under the Contractor shall obtain a City
business license prior to�da����`any work on �;r��s�� site in the�City. It�shall be the�responsibility
of the Contractor, who is si���ture to the C��`��ct, to notify theirsubcontractor(s)to abide to
this requirement. In the eve�`�� require�l,������iess������`se is�not obtained, the�City shall give
the Contractor written notice d�it=t�1{;�,���,�,�`�orre,�,4��;���`��C��ency. In the event the business
license(s) is not obtained, the City������vithhq#����'estim����y cost of the license(s)from the��
ne� payment to the Contr�ctor until the��,���'���se� is obt�����d. If during the course �of�
construction�a City business license expir�'�5�����d the�Contra����or subcontractor continues to�
work, these same provisions will appl�������,, t�rj �; 41;f� ��j t�{�
l� fF s
� S�t„tJ `�5 t}t �7 i� ,s� � ���r..
2�-10 DISPUTED�WORK l��,.'�:, { t,�t��;��71{ t� r� �1j*� �t4t,,jr,
{ t � ;.. i
}�rt}�5,3.<<r„T �t 1`
D�lefe�the�first par�graph in its entirety�nd replac��with the follov�x�����`�� �
� tt� j� �"� �
{�t171 t4S'�iiSt�t£}yi� �
"In accordance with Public Contract Code Section 9204 the��tC�l�������r�ll applyto any claim
{4s t}� �r4t;z,�s,rr
by�Contractor: �rz , �#�,�
,�
�x=�tf t � ,�, ,,�
it, a� ,..�
�', � } ,i,,,��
��.;,:,. ,
"Claim" means a separate demand by a contractor, which includes any of the following.
(1) a time extension, including, withoufi limitation, for relief firom damages or penalties for
delay assessed by the City, (2) payment by the City of money or damages arising from
work done by, or on behalf of, the contractor pursuant to the contract and payment for
which is not otherwise expressly provided or to which the claimant is not otherwise entitled,
(3) payment of the amount that is disputed by the City.
Upon receipt of a claim sent by registered mail or certified mail with return receipt
requested, the City will conduct a review of the claim and, within a period not to exceed
45 days, will provide a written statement identifying what portion of the claim is disputed
and what portion is undisputed. Upon receipt of a claim, the City and Contractor may, by
mutual agreement, extend the time period provided in this subdivision.
40
The Contractor shall furnish reasonable documentation to support the claim.
Any payment due on an undisputed portion of the claim shall be processed and made
within 60 days after the City issues its written statement.
lf the Contractor disputes the City's written response, or if the City fails to respand to a
claim issued pursuant to this section within the time prescribed,the claimant may demand
in writing an informal conference to meet and confer for settlement of the issues in dispute.
Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt
requested, the City shall schedule a meet and confer conference within 30 days for
settlement of the dispute.
s k���ii ttt�� i�; ����{ r .
Within �0 la�j�',Y����''c�ay���a���ang the conclusion of the meet and confer conference, if the
claim or �= j,���rtion �of the ��It����, remains in dispute�, the City shall provide the claimant a
written����tment identifying t�;�,�ortion of the claim that remains in dispute and the portion
that is ����I��iisputed. AnY paY���t due on an undisputed� portion of the� claim shall be�
�proce�,��{�I �and m�de within ;'����"��days after the City issues its writt�n statemen�. f�ny�
dispu �,,�� �'n ortion of the claim, a��identified by the Contractor in writing, shall be�submitted
to non�`���ing mediation, with the City and the claimant sharing the associated costs
equally `���City and,�laimant sh�ll mutually�gree to a mediator�within� 1�0 business�days
, , ,� �� ,, �� t�,
after the�c�����1'��������n of���'��;��'�k��s been iden�ified in writing. If the�parties cannot
agree upon a rri�����`br, ea��}��`�y sha����ect a mediator and those mediators shall select
�a qualified neutral third ����`to mediate;����h regard to the disputed portion of the �claim�
�Each party shall bear th����es and costs����rged by its respective mediator in�connection
with the selection of th�,;;#��utral mediat���`�����`�If inec��ation is unsuccessful, the parts of the�
claim remaining in dispu���,,��iall be s�t���'�to a t , C��ble procedures outside this section,
�#�z���i t i t�tS ) j� �i3`�{7 ���ks!7s�(4:j7 ��
�For pu�poses���of this �section, 1����tion in���C�������any`��'�,��indin� process, includ�ing, but
not limited to, neutral evaluation or a di�����"�review boa���,j,in which an independent third
party or board assisfs the parties in c����s�i'�� resolution tl�z �gh negotiation or by issuance�
�of an�evaluation. Any mediation ut�����,`�;�all conform���`��ie tirrlt�,�rames��in this section.
?i 7 $tf4 Jft�;�il�St�` �i�� .
�s t .� ,t4 s f
i �2���iy�" } { Yr t, t�� 1
Unless �oth�rwise �greed �to b�����te City'��r�' �'�����'intract��;�� �writing, th�e� mediatiort
conducted pursuant to this section shall e��'��e any fur���� obligation under Public
�Contractor Code Section 201�04.4 to mediate after litigatior�tl t��� been c�� ; � �nced.
, , {� (3� F iti��S4��fI£}�itJ�i„r;
This section does not preclude the Cityfrom requiring ar���`�����,��t�'is utes under rivate
�arbitration or the� Public� Works Contract Ar�����tion ��'��i�'�i;f�if m diation under this�
s e c t i o n d o e s�n o t r e s o l v e�t h e p a r t i e s' d i s p u t e. ���`����'���f>'��t��`�',�b=����
,,:,{�,=„<fa.� z�,
Failure by the City to respond #o a claim from a Contractor within the time periods
described in this subdivision or to otherwise meet the time requirements of this section
shall result in #he claim being deemed rejected in its entirety. A claim that is denied by
reason of the City's failure to have responded to a claim, or its failure to otherwise meet
the time requirements of this sectian, shall not constitute an adverse finding with regard
to the merits of the claim oc the responsibility or qualifications of the claimant,
Amounts not paid in a timely manner as required by this section shall bear interest af 7
percent per annum.
41
If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim
against the City because privity of contract does not exist, the Contractor may present to
the City a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor
may request in writing, either on his or her own behalf or on behalf of a lower tier
subcontractor, that the Contractor present a claim for work which was perFormed by the
subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The
subcontractor requesting that the claim be presented to the City shall furnish reasonable
documentation to support the clam. Within 45 days of receipt of this written request, the
Contractorshall notify the subcontractor in writing as to whether the Contractor presented
the claim to the City and, if the original Contractor did not present the claim, provided the
subcontractor with a statement of the reasons for not having done so.
t z�si t
A waiver of th�,5�a,��k��;���,���d by this�section�is void and contrary�to public poficy, provided,
�however, t�����s'��'�,���°pon �����t �of a claim, the pa�rties may mutually agree to waive, in
r
�writing, nr�'��'���i�n and proc��r�'�lirectly �o��he� commencement of a civil action or binding
k, l �� ,�
a�rbitrat���;�s�applicable;�ancf`;�����the City may prescribe reasonable �hange order,��laim,
�and d��,��'e resolution procec��;�j�s and requirements in addition to the provisions��of this
�sectia��t�o long as the con�r����l provisions do not�conflict with or otherwise impair the��
time f����es and procedures�se�`�forth in this�section."
l
� ,iz��`,
, ; ,;
The second par���,��,,�h of Se��ion 2-10 is �mended to read:
f � t f t � y� �'t 7 }
tt ltiyr ��t�}y�f�2�tijtl �YS 1r � t ,�} i3rt y .
t� :� 7�7t ��t'ts�t j`�4f4{{,��,�st�' {7t tt��5)}G .
Although not to b�'���rst`rued��i��ceedi�r�z?�nder extra work provisions, the Contractor shall
keep records of Disputed W��l���n�� accordan �'�'�rith� Section 7-4, and shall furnish the records�
to the Agency by the close c�'��e�next workin�tt��iy following each dafe�fhat the�Disputed�Work�
is performed, Failure to cr���� and maintaf�����Fr�e requ�red records will�operate as�a waiver of
th�e Disputed�Work claim. �������re to pr�����`�he r���`�ls to the Agency in the time required
herein shall operate as a waiv�;,y����4,�#����`fted��}�t4���`�,for each date that the records are
not timely presented. �t�t'�w�J}��"� tt,������ �� r`�'7� �
� z t r�fs
�'�} �� {x��r)
7/: 4t 4 li}4.
SECTION 3 CONTROL OF THE WORK }_'�SJ3 '`Jf ' '
�� � �r��,��
4 }� t� i�� rJ�r�yt�� tst
D�ii }' ''��;;ttt l�} t' t4 Sf s�
�3-3 SUBCONTRACTORS� l,�t}ti , ���t� t,,,�`,y`�' �; ;"
� �� G � � �Y�� � ��
Z �t'" �41 4{ f}t�}t� ��i k� jt ���
yr
t� "c�t„�t�.�i�,.��� qI� SFt.
The second paragraph is amended to read: ,= t�
tlidtt��,'� tl��t13
�}131 z �tstsjt�i55,�s��
"...before work starts�, the� Contractor �hall submit to ��I�� E�t ,r�=����"`�br approval a
�� ,.,ts�„
Subcontractin�� Request fiorm listing the n�ame, business�adt�����;�����ctor license number,
Department of ��Industrial �Relations Public Work�;��ontr����,��gistration Number, and a
description and val�re of ea�h portion�of�Work " �'�r�,,�'' ,fy��a`�'���`'�` �
3-5 INSPECTION
Add the following paragraph:
"The City will not make inspections on weekends, holidays, or outside the normal work hours
of 7 a.m. to 5 p.m. except when agreed to by the Engineer. At the Engineer's direction
compensation may be demanded of the Contractor if overtime inspections are required
(withheld from monies due the Contractor)."
42
3-8 SUBMITTALS
3-8.4 Supporting Information
Delete Item M and add the following:
m) Data, including, but not limited to, make model, serial number, manufacturer, catalag
sheets, manufacturer's brochures; technical bulletins, and other information necessary to
describe a system, product or item. The City will furnish the Contractor with electronic
spreadsheet forms (Microsoft Excel)to be completed and submitted to the Engineer. This
information is required for motors, instruments, electrical equipment and panels, valves,
and pumps as specified in the technical specifications, shown on the plans, directed by
th�e Engineer�r����,���������al Provisions.
n) Operations5{,����,r��i'n���r�,�� (O&M) manuals shall be furnished as specified in the
technical ��"���ifications and��t��'�se Special �Provisions, The Contractor shall furnish an
�electror��`��; �`�iobe Acrob�t (pd��,t'���pY of th�e�O&M manual.
o) Trainir�'�'t��iall be provided asit�`,��cified in the technical specifications and these special
��rovi�t�,,��, Where�applicabl�,����Contractor shall provide video training ele�ctronically,
� , � 7 F,,,,r
,f ,
��3�-10��SURVEI�����}�tt#�t{
f
fs, j
�t)lt r t t � �t� i�.7 t
��3�-10.1 �General t� ,1 �f�tz�t �,= r�i�� t;t,, t,y� t�
tt� .{l�s�il 7 � Jxls < � st�.ty�;�� �
,t�5 .il>�w��slts - �tfj�t J t�7, 5� t:S
5 � ,�
t�t ff�;
�Add��h���ft�llowi�r�g;� "�{," �� €,j,`.
, � {�, j
, r
1� ,.�� �
r� �r {�
7
td �,� t��,�t
"The Contractor's attention ����lirected to S�,�i�`n 400 2, Permanent Survey Markers."
�
r � >��
lrt �r Y S,, 4 j
s tr`t � t�i���t� r, r �i} f
3�-12�WORK�SITE IVIAINT�NANG'�`a,i,�` �rij�,�� jt{`�` ,�``„`4�'��,£;;' �
. ct � irl�J � �t�y�� { t+ r}y i fii
�7�,rt�t�,,,�sS.,�,"�� �ii���t� �'�� tt�tt�ri.
3-12.6 Water Pollution �ontrol f�"' ��'}'� {f����
s 7
11 y. J�t�' 7 ��Y�
11 2;� �tk{ )l
2 { Y 1
Delete�sections�3-12:6�.1 through 3-12 6 3�t����'��;��nfir�ty an�,�'����ace ��h fcsllowi�ng�.
���{t�i�N t) t�� t�t,� �7�ti '
L} }: °{istjiY 2� �s �s tl� .
i° ttv J}
Prior to anyconstruction activity, th�;�ontrac�������,�����are, s����t, and obtain approval of
a Water Pollution Control Plan�(WPCP)�#hat addre�������oth tem���ry and permanent erosion
control Best�Management Practices� (BMPs�) for stormwater a�����on storr�,���,r�discharges�
associated with all construction activities. Contractor shall su���it tl������ ����o the Engineer
4�},� � t�it[ t �,�
within �7 cal�ndar��days of the Notice to Pr�ceed�date. The,�r�'��,�����}���iall maintain �copies
of the�WPCP at the project�site and it shall be avak�;,'��Ites�����`����struction.
t� �
r�, ��{ t t {} �,x,.t�,:
"'��
}.j
The Contractor shall know and fully comply with applicable provisions of all Federal, State,
and local regulations and requirements that govern the Contractor's operations and
stormwater and non-stormwater discharges from both the project site and areas of
disturbance outside the project limits during construction. Approval of the WPCP shall not
relieve the Contractor of any liability for violations of Federal, State, and local regulations and
requirements relating to water pollution.
The WPCP shall address stormwater and non-stormwater discharges from the construction
area and from areas immediately outside the project site which are directly related to
construction activities for this contract induding, but not limited to, matecial borrow areas,
staging areas, storage yards and access roads. The Contractor shall implement, inspect, and
maintain the required water pollution controF practices. installing, inspecting, and maintaining
43
water pollution control practices in areas outside the right-of-way not specifically arranged and
provided for by the City of Redding for the execution of this contract, will not be paid for.
The Contractor shall be responsible for penalties assessed or levied on the Contractor or the
City of Redding as a result of the Contractor's failure to comply with the provisions in this
section "Water Pollution Control" including, but not limited to, compliance with the applicable
provisions of Federal, State, and local regulations and requirements as set forth therein.
Penalties include payments made or costs incurred due to stop work orders, work suspension,
scheduled days, and/or Contractor delays or in settlement for alleged violations of applicable
laws, regulations, or requirements. Costs incurred could include sums spent instead of
penalties, due to agency or City imposed requirements or to remediate or correct violations,
or damages resulting from stop work orders, work suspension, or scheduled days.
17�f(ts�1s1�;�t r f{��'��j �
WPCP Prepara��c��ri{�����'�p�'t�'�,���
2 �4 Y1 F t .. i�� F
�ttr it��``� �t r t�t� .. ..
The WPCP,�,�,���I be prepared by �,��ualified Stormwater Pollution Prevention Plan (SWPPP)
Developerr ����D), a registered G����t;Engineer experienced in erosion control, or a certified
professio���''Erosion and Sedir���t��Control Specialis�, unless otherwise� app�oved by the�
Engineer`��=`��i�iiplementation, monitdi��ng, and maintenance of BMPs shall be�by or under the�
supervisio�crt�t,same The WPCP should be commensurate with the size, timing, duration,
location, ar�'��=����e of th� pro�ect It �hall address �soil and wind erosion �sedimertt control�
s )t7 ��s� s o 0
tracking contrt��',,�i��;,r,������vate}r��,��t������nt, waste management, and pollutant/materials
cont�ol. The WI��:��'��a�l b����'����`�iitted���`�',��e�� Engineer for review �and �approva(� within 7
,�� �
calendar days�of the NTP. T��,��ngineer will��t`�Ilowed 7 calendar days to review. No��ground
disturbing work shall occur;��,�4�'il the WPCP ,��'���been approved by the Engineer. Upon the�
Engineer's approval of the ,i ,{�'CP, the WP���=�shall �� considered �to fulfill the provisions in
this section, "Water Pollutia��,�ontrol," f������`velo�����t and submittal of a Water Pollution
Gontrol�Program. 7`�����4y� ��x�`�`x'� ''�� ;=t," 4�t�� �
r' 4 � � 1 tt£ r � ' s
�'�tjf�ft '�3tit;t.z�Y,S%,tt. �� j}{, '� 7 t�,4�� t
>�.�t��..wl zs i� ( " £3 zt
1�z� !
All BMPs shall be designed, installed, mair���i1�'�d, and oth� �i��ise managed pursuant fo the
provisions� set forth in the� most re�,��"��r'�evision �of ���`�`��� California Department of
rtt �t � ,�� it
Transportation (Caltrans) Stormw�'���" ��ality Han��,#��k, ���struction Site BMP
� � ,,,, ;�
t�t�..,s� , { � t,t. i4 r t�
Manual; or the��most recent rev��t�,�,r��5f t��,��alifo��t�z�����'�orm��r Quality Association
(CASQA), California Stormwater���IP�Han������f�`�r���onstrr�;���on�. The Contractor may�
recommend equivalent erosion control applications that provid�'��jual or bett�r performance�
for consideration and���approval by the Engineer, ,��� 7 ��x,�r t�'� �
� T #�t� �t,r�}ts,.�
�j t I J ���� 1 x��
Th�e WPCF' shall incorporate� water pollution con��ol BMP�,���������'=necessary��to prevent
ert�sion a�nd sediment loss on and off��the pro�e��;��j��s����'�'�'4��'duratir�n of the� project. All
stormwater shall be treated�on-site using appropria���'�����`s�such that runoff leaving the work�
site is free of silt, sand, sediment, debris, concrete products, trash, and other materials which
may degrade water quality. Storm runoffifrom one area shall not be diverted to another runoff
area unless approved by the Engineer. Runoff water may be directed into permanent
stormdrain systems during construction provided that mud and silt is removed from the runoff
before entering the stormdrain system.
WPCP Implementation
lf there is a discrepancy between the WPCP and these special provisions, the special
provisions shall supersede. Unless otherwise specified, upon approval of the WPCP, the
Contractor shall be responsible throughoufi #he duration of the project for installing,
44
constructing, inspecting, maintaining, replacing, removing, and disposing of temporary water
pollution control practices, and installing, constructing, inspecting, maintaining, and replacing
permanent water pollution control practices specified in the WPCP. The duration of work
includes thafi time period between initial mobilization to the site and acceptance of the work.
All BMPs shall be installed and properly maintained as required by the Caltrans or CASQA
Handbooks prior to any precipitation. If the Contractor orthe Engineer identifies a deficiency
in the implementation of the approved WPCP, the deficiency shall be corrected immediately
unless requested by the Contractor and approved by the Engineer in writing, but shall be
corrected prior to the onset of precipitation. Unless otherwise directed by the Engineer, the
Contractor's responsibility for WPCP implementation shall continue throughout temporary
suspensions of work.
The Contractor s���r���"���^�',�,�� Engineer at �least 3� �days in a�dvance of nr�n-stormwater�
discharge ever��,`,r,� �����`4�0��`�����- shall notify the Engineer��of�the operations causing non-�
stormwater ��'���`����rges and sh�����}{�btain approval from the Engineer for non-stormwater�
1 i j7
discharges�`,��;�r4�t�� ,�
�
s;� �t ��_'�
t dZ,f f t} .
� { {{{�;` }>}3
f}j �F
Retentior�=��4�unds�� `
t� � E� >�,� .�r
�sI tti Si� x,.
Notwithst���]�i'ng any other remedies authorized by law,the City of Redding may retain money
due the Cor'������r under,�,he contract, �n an amount determined by the City of Redding, �rp to�
and includingj����{���,�1r��`,���unt ��x����"����;proposed, assessed, or levied�as�a result�of the�
Cohtractor s violatrt����`�°�'eder �f,���`fe�, or����1 law, regufations, or requrrements. Funds may
,s�r �,.,,,,, t t��r
be retained by the City of R� ���g until fina��"���position has been made as to�thre� Penalties.
The Gontracfor shall remair�iz�'�ble for the ful,�''��ount of Penalties��until such time as they are��
finally resolved�with the ent����eeking the ,��,�Ities
, �
£ift{i5 ��t t i; � � t� t
When the City or a regulatoryft��t�d�����}{��r���ies a�����,�`��;�'���mply with Federal, State or'local
requirements, the City will retain r`������due �,�����ntrac���,�r�n the �amount of 1�0 percent of
the work �don�e� to� date� or �any fine whiche���;i,���greater, ��� amount is �in addition to the�
rete�ntion �specifiied in Secfion 9-3.2, Par�����` `�d Final Payr�;�,i�t, of these special provisions,
subject to the�following: The City will ���'�,��i�� Contractor}�����en n����e of the City's intent to�
retain funds from partial payments v������ma��{�}come}�,�}��'the �����ractor prior to recording
of the Notice of Completion. ,��° � ,, } },, ,'�`'''"� t,,t,,:
i,?,t3,z...tr � ,<i'�:�i,.
fr
Payment ,rt� }{ ,,
,�t��� ts}��
�,� t
t h'£� � '`i7 r�}i.�,,.,t�
� ra�� � r.
The contract lump sum price paid for"Water Pollution Contrc����}���;��t���}4�ti��'�de full compensation
{ s 7 .`,.rr�a,i
for furnishing all labor, materials, tools, equipm����k an�r,t#t�������als for doing all the work
involved in develo in re arin obtainin a `�'���,,t;`�t, 'revising, and implementing the
P' 9, p P g, 9 pK���vr.. �����
WPCP. Implementation of the WPCP includes installing, constructing,maintaining, removing,
and disposing of BMPs including non-stormwater and waste management water pollution
control practices as provided for in the approved WPCP and as directed by the Engineer.
No additional payment will be madeto correct deficiencies in the approved WPCP. Payments
for"Water Pollution Control" will be made as follows:
A. After the WPCP has been approved by the Engineer, 75 percent of the contract item price
for "Water Pollution Control" or $5,000 whichever is less will be included in the monthly
progress payment.
B; The payment for the balance of the contract item pricefor"Water Pollution Control"will be
made with the final progress payment.
45
No additional payment will be made for any BMPs necessary to correct deficiencies in the
approved WPCP.
Water pollution control BMPs for which there is a contract item of work, will be measured and
paid for as that contract item of work.
3-12.6.4 Dewatering
Add the following after the second paragcaph:
Temporary Wastewater/Discharge
' ,
xu,f� � � � ,4t€� �
�{ t� rk r rti, 1 ks
In the event tk���,ri{���°'�on��'������proposes to discharge any groundwater, runoff, or other
project requ���,;��watering to t��J�ity s wastewater collection system, the Contractor will be�
required ta��ti���mit � Tempor�ry f���stewater Discharge Application. The Contractor �shall
submit th�r���lication to the City ���strial Waste Division a minimum� of two weeks prior to�
any� tem���ry discharge into t��s}y�ity sanitary sewer system. The� Contractor m�y be��
responsi���'�or water sampling pr�t��r to discharge�� if the �City determines contamination �may
exist. ����°�
`7���};Y r�t
s
����r,',
At no time sh'��{,'f��;����;z���tor,���������`��y groundwater, run-off, potable water, or other
4 iv t � ) y kt s. �s 1}i47
non-storm water in����r�storr�,,�,t���f�'syst��x���reeks, stceams,�di�ches�, or other conveyance�
whereby the water could �i����`'�such are�� 4�vithout obtaining written approval from the�
Regional�Water�Quality Cor��Board�and th�`,�'ngineer. Existing discharge permits�obtained
by the City of Redding for V����r Utility oper��+�ns�sh��l not be used for this purpose�.
;{� ,t�� �1 s
�ist��li� t�+ ; if 144 1$tl�
The cost for the Temporary W�,�������'t,���char��,,,���������on is as follows:
�
!st �,t..�rs,�L��`�,,. $ ��iJ;". �i t�1r3
�{,.,�„ras ii l.��.
11)r t
$500 t�k�{, �t� ,�4�, Filing Fee
�„ =t��` � r��
$8�.8�1/1,000 allons Prices v �_����`���gh 12/31/2 �� � �}7,� �Volume Gost
, ,
g � ,�,��� r, �r„x ,�;;=7,�.�r� ,�;�,
tu' s'fca� �u� i� �r t� ' `t,`'� �7 .
} r�, ttt { 7 �r}75�1t��j �{�� z
�ull compensation for temporary was'�ewater�dis����?���s��'hall be,�`���idered as�included�in th�e�
prices paid for the�various contract items of work involving ter��r��ary wast�t�r�ter discharge�
and no separate payment will be made-therefor. s
t����r � s r�� , ��
yrt !t� t s £��i ts.,,�{t ..,�t,,,„,r
��3�-13 CO�MP�ETION� ACCEPTANCE� AND�WARRAN�Y f ���z'� �`'`{tli,;'tt�=rrr���
�sf , �
� i �s '},'7)�`l��h,��'�
���s �t ttt ��'�7 r�}3 t k�� .
r,d��t t }���gtt tl��{�4,,.,
�3=13.3� Warra�nty � �'r 1����
Delete the fourth paragraph and add the following:
"The Contractor shall repair or replace to the satisfaction of the Engineer any or all such work
that may prove defective in workmanship or materials within that period, ordinary wear and
tear and unusual abuse or neglect excepted, together with any other work which may be
damaged or displaced in so doing.
In the event of failure to comply with the above mentioned conditions within a reasonable time
after being so notified in writing, the Engineer is authorized to have the defects repaired and
46
made good at the expense of the Contractor who will pay the costs and charges therefore
immediately upon demand.
The signing of the agreement by the Contractor shall constitute execution of the above
guaranties. A contract maintenance bond shall remain in fuii effect during the guaranty period
and will not be released until the expiration of such period. Said bond shall be in an amaunt
equal to 50 percent of the final contract price. The Maintenance Bond shall be submitted on
the form contained in these specifications or on the form which conforms to it prior to release
of final payment (less retention)for the work."
SECTION 4 CONTRO� OF MATERIACS
�4-1 �GENERAL '' ``�`t``�`
t � '+,�}��t 1t �,
j5 t Y£;j{4�t ii�"`�t��f 4 55 �jk��}{
� S ,i
Add the followin�t7'�'�'�tence to the fi�����ragraph:
,z t' �t4. t'� 3,
� � n,
"If require�,��'the Engineer, the��'�`��actor shall#urnish duplicate invoices to the Engineer on
all materi��,`��4�rnish�ed to�the job." �=`°=t'�`t�`��
t r�
�ft l,.}4:: f1
f 1
Add the follov���� �aragraph:
r�.��r�
�i l Yt f
"If the Contra���j����+����;��'�emo�},�,���y{z���demned work and materials within a reasonable
time�, fixed by wrif���r���i'�ice, t���'t����y may ��rnove them and�� may store �the material at� the�
expense of the Contractor ,,��'���e Contract���loes not pay for the expense of the removal
within 10�days written notic����r�e�C�ity may s��,`'�uch�material�at auction or at private sale, and
ma account for the nefi r��eds thereof���f,��r���r ded�cting all the �costs �and expenses� that
� �
sho Id have been borne�by������,�Contract�,�`���`f�' c `t`''�
; rt
i}}��t'�,ii � tts�l;(It F t�t�i Y�jl f rst
i ��}. tt
4��.L 1—���e�.t�dh ���i3}litif} �i Yt �' ��f� s I r ���s }
t �t�t,>t jrS }� f{,� �
:Sf j�3 �� r£/
St` S
t ( �
� {'` sti
Add th���fi�llowir�g afYer�the fi�st sentence of tf����;�t paragraph ;��lt�`t,�
y�� t� 4 fb I$ k
: i' ts �L}{� . rt{r�y � t7t�jy�
"Unless otherwise specifically stat��Yi�,� th�`;Y��ecial ������1�ns, ��� existing equipment or
material either to be salvaged �or r��ed in t��,���� ���1� be re���ed and protected by the��
t� �sa ,�.� , 4�'
Contrac�or and shall remain the property�of the A��`�icy. Equi�'�'r��nt shall be removed with
care to prevent unnecessary�damage�," ������ ,r��t ��}�, �
��' { } x'� �,:��tf, �
�
5 t�l� l ��ft� .t��*�" �
SECTION 5 LEGALRELATIONS & RESPONSIBILITIES f,t'4,�„f;;}; t�j '
f Ftt.}f
E;rt tt i�t�.�14 �{st ,<.
fst / 4 ttk }{tltt r[,rx(:r',c..
5-1 LAWS AND REGULATIONS '„�`;`tJ; �' t�t{f f7t`
Add the following after the first paragraphs:
"Contractor shall post job site notices as prescribed by regulation."
Title VI Assurances
During #he performance of this Agreement, the Contractor, will ensure that no person is
excluded from participating in, denied the benefits of, or otherwise subjected to discrimination
under any of its projects, activities, or services and business opportunities an the basis of
race, color, national origin, age, sex, or disability as afforded by Title VI of the Civil Rights Act
47
of 1964 and related statutes, as amended. All persons, regardless of their citizenship status,
are covered under this regulation.
Equal Emplayment Opportunity Clause
During the performance of this contract, the Contractor agrees as follows:
1. The Contractor will not discriminate against any employee or applicant for
employment because of race, religious creed, color, national origin, ancestry,
physical disability, medical disability, medical condition, genetic information,
marital status, sex, gender, gender identity, gender expression, age, or sexual
orientation of such persons. The Contractor will take affirmative action to ensure
that a���������,'��`F�r��nployed, and�that employees are�treated during employment,
with��k�����rc� `l'r�;��;���- race; color, religion, sex, sexual orientation, �domestic
��,r , � ��'�'>
p�����'s, or nationa� ����in. Such action shall include, but not be limited to the
�`�'���r`iving: Employrr�;� upgrading, demotion or transfer; recruitment or�
t�����ruitment� advertisin���, ��yoff or termination; rates of pay or other forms of�
;i,�;�mpensation; ands����ton for�training, includirtg apprenticeship. The�Contractor�
',����;`�rees�to post in consp�`��uous�spaces�, available to employees and applicants for
'�=�?j��ployment, notices�setting forth the provisions of this nondiscrimination clause.
�}r �ti�
}
r„t i , z
; < , �
�{ t�3 t I � I Y 4th124t
2. Th�t`�t4���,����`��r wi�}�����,z�����������ft�olicitations �or �advertisemenf solicifa�ions or�
adverti���ii���i°ts for����I�yees �����d by or�on behalf of the Contractor, state�that
all qualified appli�,���will receiv��`��nsideration for employment withou��regard to�
race, color, relig�����`sex, sexual c��r�htation, domestic partners,�or national origin.
ti� ,�E
{}I 2� �4��}}ti#
3�. The �Contractor ����send to ��`` �t'`labo�,��it�i�n or represenfative of� workers with
which he has a col�t������t�G�����`�rng a� '�����j��r othercontract or understanding,
a notice �advising th�������� labc�jr�`l�I��bn or ��'kers� representatives of the�
Contractor's commitments und�,�����'�section, ar��r�'�hall post copies��of the notice�
in conspicuous places availab������';mployees a��`���pplicants�for employment.
r. ��� f� �tt }�4� 1 J St
4. The Contractor will corr����,��ith'�����,t�rovisit��C',��,,���`Exe��'���e Order NO. 11246 of
Sepfember 24, �1965, at�,�t�of the �������tx ',r�r���ations, ���i relevant orders of the�
}
Secretary of�Labor. "�',� ;�=��c=1,`"
,fa�,�'� ,
t t�tt tt t� 4t„a
� i
5�. The�Contractor will furnish all inft�rmation and��repc� ���`rec��y�r`���`���'xecutive�Ord�r�
No. �11246 of �September� 24, 1965, and by rule�,`;{���������+�s, �and orders �ofi the�
Secretary of Labor, or pursuant ther��'��, ar��„��,�,���'4;�`'�`iiiit access to his books,
records, and accounts by the admmiste����`�j��'��yw��y and the Secretary of Labor for
purposes of investigation to ascertain compliance with such rules, regulations, and
orders.
6. ln the event of the Contractor's noncompliance with the nondiscriminatian clauses
of this contract or with any rules, regulations, or orders, this contract may be
canceled, terminated, orsuspended in whole or in part, and the Contractor may be
declared ineligible for further City contracts or federally assisted construction
contracts in accordance with procedures authorized in Executive Order No. 11246
September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or
as otherwise provided by law.
48
7. The Contractor will include the portion of the sentence immediately preceding
paragraph (1)and the provisions of paragraphs(1)through (7)in every subcontract
or purchase order unless exempted by rules, regulations, or orders of the
Secretary of �abor issued pursuant to Sectian 204 of Executive Order No. 11246
of September 24, 1965, so that such provisions will be binding upon each
subcontractor or vendor. The Contractor will take such action with respect to any
subcontract or purchase order as the administering agency may direct as a means
of enforcing such provisions, including sanctions for noncompliance; provided,
however, that in the event the Contractor becomes involved in, or is threatened
with litigation with a subcontractor or vendor as a result of such direction by the
administering agency, the Contractor may request the City to enter into such
litigation to protect the interests of the City."
zi t4�� f���� �1
i t at�y�ts�, �a{��7 ' }iJ»`�'zi�
5�� LA��R �k r�f,�,,. �te�;��t
ti
.k i{j fj t `�f t j Z 1
(� � c
-fftf � ra� JY
�5-3�.2 P�eva�Iir����age� `;��}"`�,
t f
} itj}i:t;` t E
t4 (,�" �''�z
Add the follo�,�#'�� paragraphs: �,,{,,�"{
�t� ` ����
"All contraf���� and subcontractors shall#urnish electronic certified a roll records directl to
� ���, �p Y Y �
the Labor ���'��ssioner ��ka Divisior�of Labor Standards Enforcement).
`�it( ���i�1�$ tt� a{�tr . 7i�ttk�{ii:c ! #ta
?rr,j(�st` �14� t�u } t �r �s.r5 � stt� art�
The Contractor an�it�=4��ents,��r����omply���Sections 1771, 1774-1776, 1777.5, 1813, and
f tr,�
1815 of the Labor Code. �,'sz� �r � `
t j�t" 'r,i �4.
,# ; { $.�t t#{t
sr � ��i
Attention is directed to Sect��� 1735 tif the,��` `;or Cod�,which reads as follows:
{r � j�� t t ,.�I a
f t k� ��(t4}9 i � t�t�t
A contractor shall not disC�#�������{��,2��e er�a� '; ����f persons upon public works on
' ����� :
an basis listed in subdivisio��'� ����v� Sec�� `�'r�'�`J40 `�d�{ a
� y �� � i �, ��� � ��1,e Government Code, as those�
bases are defined in Section�s 12926 �tr�4'���}�t�926.1 of t��'�overnment Code, except as
otherwise provided in��Section 12940 �'��=�overnment����ie Every confractor fior public
works who violates this�section is�����`���� all the pen��;�i���im����d�for a violation of this
��.'h��t�C.�e ��iti x� ?�j}i�, ir;{��,r�it� ��},����
t St J, .t� � { f A�1 {�� Y S( .
tr�}„t'��.," '7i����,t r�ltif t�t+����f }� . t��{ �i.
� � it;n, t.,,���x.' � ���� }$4
5�-3�.3 Payro[1 Records ��,j�
, �, ,
�'isl{� 7a{ti �j���� �
�Add the�following paragraph: �t ; ,,,� �3�trF�'� 4���' �
S� t � 1'��t iis��p„i
�i"��`�`�z i�'s't�'
"When submitting certified payrol(, eliminate the f���ial�5��������r''number. Should the City
req�uest certified�p�yrolls with social�security numb����`'s��; ,'���opies shall b��provided,
bisclaimer:
Electronic submission nf ir�farmation is offered for convenience of the submitting party. Wi�en
submitting any information electronically, the submitting party agrees and accepts full
responsibility for such submission(s), including, but not limited to, any subsequent disclosure
by the City, intentional, or otherwise. The City accepts no responsibility or liabifity for any
information submitted electronically."
49
5-3.5 Apprentices
Add the following after the first paragraph:
"The provisions in Section 1777:5 and Section 1777.6 of the California Labor Code concerning
the employment of apprentices shall be complied with by the Contractor or any subcontractor
under him.
The responsibility for compliance with this section for all apprenticeship occupations shall rest
solely with the prime Contractor.
Compliance with California Labar Code Section 1777.5 requires all public works contractors
t,_
and�subcontracto ��,'�,��',4 4�,t",'�` ���
��u
t�.kt tt�'t�Y �:t�t �i zf��t
v) 1 ���,.,,.,� ii�! f, (
��tslr'fl t�' tj:S lilt
tytt t
�Submit c�����t award inforr�`�'�,��n to tF�e appti�able�joint�ppre�rficeship�committee�which
�shall in���� an estimate of�'���'�eyman hours to��be� perFormed under the contract, th�e�
�numb�,��apprentices to be e���oyed, and the��approximate dates the�a�pprentices will be
�emp����3�• ,�, �,
' �1 ��� {��
Emplo��{���rentices on the public work in a ratio ta journeymen of no less than ane hour
of appr�'����� work f��every five�ours of labor performed by a journeyman.
`t 3j�4 }titE' s� 1� r-'# t��t(t� ��,
�r S}�J�'rd i� tS{ 4 f+1}ii! ' §�i�i
Pa the a r�"�w��s�t`'`'r'ate '=',t#�i'�I{ic w��:"
y pp ��J,� ��r pro�ects only to those apprentices who are
registered, as defined�in ,����r Code Se��'�n 3077,
�� ��� �� i.
�t}4�� t�t�}£�;
Contribute to the train�{'��� fund in th�r,r,t��iount �nd�cated in the PWR publication for
journeymen and apprer���t��ts Con���'��ts w��i���oose not �to contribute to the local
tiraining�trust�fund� must m����#��;�,�;�,����ibuti����`��,��=�`�alifornia Apprenticesh�ip Council,
P. O. Box 420604. "'„t.=Ut`. i , ,'�,,.�``� "
,� x � �,�t�r,
r� � �
.r t, ,r�,,�� t,�t r,��,
fnformation relative to apprentic��;�`�tF' standards �r`��ges schedules, and other
requiremen�s� may be ��obtained fir��� �����`Director of �{���istria�,���lations, ex ofifiicio the��
Administrator of Apprenticeship,,��$�''{�ra'����co, Calt{f�;,�?i�, orf��`��Sacramento of Division
of Apprenticeship Standards, T���ihone (�����`������7," „� ��r
t�,,ti� ti .,,ti ,u t
�.� t, t t�,�
5-4 INSURANCE t'���'�i j 'i�� `
t , �<�� st,�
} �y � i�y�i7��F�„�.'�'
��!jt� }�)4�{��� i
Delete Sections 5-4.1 through 5-4.4 in its entirety and replace v����;,��' ,£'`��t��'`
t ,�r iyy��itt�7.,��i�"��'.
}t� 6
"Liability Insurance and Auto Insurance '<r�ti,',�',`�r��`,���{j1 '''
The Contractor shall procure and maintain for the duration of the contract insurance against
claims for injuries to persons or damages to property which may arise from or in connection
with the perFormance of the work hereunder by the Contractor, its agents, representatives,
employees or subcontractors.
The Contractor shall furnish the Agency a policy or certificate evidencing liability insurance
with original endorsements effecting coverage required by this subsection. The
endorsements are to be signed by a person authorized by the insurer to bind coverage on its
behalf. All endorsements are to be received and approved by the Agency before work
commences.
50'
Notwithstanding any inconsistent statement in the policy or any subsequent endorsement
attached thereto, the Agency shall be the insured or named as an additional insured covering
the work, whether liability is attributable to the Contractor or the Agency. Except as provided
for in SUbsection 6-5, the Agency, its officers, officials, employees, and agents are to be
covered as insured for general liability and automobile liability, and contractor's pollution
insurance as respects liability arising out of activities perfarmed by or on behalf of the
Contractor; with limits of liability indicated below and including coverage no less than the
following:
1 Premises and operations.
2 Products and completed operations� Completed Dperations Liability shall
be k�,��ylr��k�t�'��`����r'one year after th�e�date�of�final acceptance by the�City.
r it14:t1 7 ti� �,. >aftl�r('�3 `���'+
�s�tt�i�� �� `�� t�t� �tt������
3 ��t���actual liabilit�4t��i�uring th�e obligations assumed by the Contractor��ir�
,���s�contract. '�';t,f
x t r r�� ���
��t�3i. ,� ���
4 t'�,`,�,�Broad form propertyt��lrnage (including completed operations).
'irft� �
� ��
�, ;z.
5 51��3',�,�fire�legal liability, Explosion, Collapse and Underground Naza�rds�:�
�s4 rs
6 ����;'�����`�,�i�'�i� Lia����#�,�'�� ` z`f
�f,� �, �
:0�14 fuw�i{,. � tE ���st' t )2�{, i
1
7 Independent C�'�t���ctors. y{�=f,
s � t ��
t� }� 4�� 't�it S
st t�� £�t14� s,
8 Contractor's �`���#�tion Insuran���f$t �
' ���s �'s't`' ' ,�
r� 1 j t z �t �>3,� �
�t t��s , �,����
i3�,,t t t is}�t ss �� 7 r}�t3 s� ��t'��t.�t t
The coverage shall provide thei��l{I` ,,�„���}��`''minirr��1#�;i���5p�`����limits:
it L' f
S,} ;{}�S{k t f�t Y
1. Insurance Services Office Comrr����i��'General Lia���{��y coverage (occurrence form
CG 001) in the amount of$1,OQ,���,��er occurren���`1�r bo�����r injury, personal injury,
�and property darrtage. ;,f,����,�'�� �`�`t ,�a t '�r�:� 14;�,t,t
, � 1 � �
1$ t#ii,r '��i 1 t G . §t i r�� §�4;� t� �i}}.
�,''� ifF�,t� �S,t,t}v� 1#tt �i.
2. Insurance Services Office Automobile L���������``�ode 1 (����auto) (form CA 0001, Ed
,� t�
1/87), in the amount of$1,000,000�per�accident for bod�$��,,;�'t�i�ury and r,� ert �dama e.
�t �. Y 9
f�t.s ..± } iy �i�'�,s,Sr„�,t'`
3. Course of Construction Insurance providing cover��'���'�'��fr�,l��`.t�#����`ks" of loss in the
amount�of�the completed project value �t t j 5#};tt`=��,��r,���=1��
Szr Y j z t}r . .
4. Contractor Pollution Liability, in the amount o�'�"�;`t�00,000, to include but not limited to
coverage for bodily injury, property damage and cleanup arising from pollution
conditions created bythe Cantractor or encountered during work at job site. Coverage
must apply to cleanup; damage or injury that occurs on, or that originates from, the
site.
Insurance is to be placed with insurers with current A.M: Best's rating of not less than A-: VII:
Any deductibles or self-insured retentions must be declared to and approved by the Agency.
Afi the option of#he Agency, either: the insurer shall reduce or eliminate such deductibles or
self-insured retentions as respects the Agency, its officers, officials, employees, and agents;
51
or the Contractor shall procure a bond guaranteeing payment of losses and related
investigations, claim administration and defense expenses.
All liability policies shall bear an endarsement or shall have attached a rider whereby it is
provided that:
1. The Agency, its officers, officials, employees and agents are added as additional
insureds.
2. For any claims related to this project; the Contractor's insurance coverage shalF be
primary insurance as respects the Agency, its officers, officials, employees, and
agents shall be excess of the Contractor's insurance and shall not contribute with it.
rt ;�t��{1 `�
�s��` t r�t {�t tSt�
3. Any fa�lt��,jt��`''`�om�s�'�r'7t�£���,h reporting or other provisions of the policies including
brea����'�S�warranties ��i��1„not affect coverage provided to the Agency, its officers,
offi�t���}employees, or�ag��{�s
4���t�� �,sr �,��
]t t` � �,Y
4. Tf��'�ontractor's insuranc:�';,��'iall apply separately fo each insured against whom claim
is'��le or suit is brought,f���cept with respect to�the limits of the insurer's�liability.
YFlk4 f�J,
{u4}t�3
5. In tf��,j���nt of e��iration or ��oposed cancellation of such policies for any reason
whats 'r����'�t�'r��'�ncy ���'���`�,�������fied by registered �mail return receipt requested,
�giving a s�f����'�t��tim�`�����i�e��the ��� thereof to comply with anY�applicable� law or�
statue�but in�no even�,`���� than 30 d�!�,� before expiration or cancelation is effe�ctive,
�'rt��� ,x ��
�if s,�i ?
Course of construction pol��i��s shall bear}���'endor�ement or shall have attached a rider
whereby it is provided that `�'" `'` � '�' f`=
rf z, t �r i,,
}f� tf`Eti( ' t�p4}tiS$sE: 15;� i5�r�t t�tt}2
,`r i �t tts �3 t4 tj { kt its �t} s�
1. The Agencyshall be nam�'�{�'���"paye� 4 rr;tt'"t } 't„
r ` � ,'s
���ti`; �� � 7t,
2. The insurer shall waive all rights ��#t`'����rogation aga�,��S��`the Agency.
;�`�r j {7 'r�i zt}rt� i f�i.
t i J i � r�t f i�t>�? z'4 s b
The Contractor shall include all suk�$�.�;'��act��,as ins�,r,,�J��,lunderk�,� policies or shall furnish
separate certifiicates and endorsem���{'of eac�� ,E����'�F���or. All s���erage�for subcontractors�
�F,��t f,.,��,
shall�be subject�to�all of the requirem�nts stated ��i��`�n�. j�� ,'��t,"
�
f� �� t � 1 �r
iri3 7 sr"ti� : {{it�r:..
Workers' Compensation lnsurance� `` " ' "�
�' at Yff 11 ��J I f .'�
Yf s f� F 3r�i{fi i ,v
� # i}tty } .,,
{ fF$��}t Y}#,�M7,<`f�
Said certification is included in the contract by �-,���ren��i�,r��,>>�rgnature and return of the
contract shall constitut� signin� and filing of said c�l�������:�'��
The Contractor shall also comply with Section 3800 ofthe Labor Code by securing, payingfor
and maintaining in full force and effect for the duration of the contract Workers' Compensation
Insurance, with limits as required by the Labor Code of the State of California and Employee's
Liability with limits of$1,000,000 per accident. The Workers' Compensation insurance must
be accompanied by a Waiver of Subrogation endorsement. The Contractor shall furnish a
Certificate of Insurance to the Engineer before execution of the Contract. The agency, its
officers, officials, employees, and agents,will not be responsible for any claims in law or equity
occasioned by failure to the Contractor to comply with this paragraph.
All compensation insurance policies shall bear an endorsement or shall have attached a rider
whereby it is provided that, in the event of expiration or proposed cancellation of such policies
52
for any reason whatsoever, the Agency shall be notified by registered mail not less than 30
days before expiration or cancellation is effective.
No separate payment wil( be made for insurance. Payment shall be considered as included
in the contract price.
5-4.5 Contractor's PerFormance
To the fullest extent permitted by 1aw, the Contractor shall indemnify, defend and hold harmless
the City and its officials, employees, agents, representatives and volunteers from and against any
and all losses, claims, demands, damages, costs, expenses, attorney's fees, or liability of every
nature arising out of or in an�r way connected with the performance or attempted performance of
the�provisions of this����3�'�����,���led in whole or in p�rt�by any neg�igent or willful act or omission
�of fhe Contractor, r� `d; �t��'s o#��`����r caused in art b a art indemnified hereunder. Nothin
���� �,,t, P Y p Y J
�contained in th���,�����oing indemn���,��ovision�s �shall be� construed to require the� Contractor to�
�indemnify�the �,,���nnified party in�co���vention�o�Section 2782�of the Civil �Code for the��active
or sole neglig���or willful miscondu��`��f that indemnified party,
;, t
r , , 1; �
To the fulles�,{��tent permitted by lav�; the Contractor's duty to defend shall extend, without
47�f zi
limitation, to ���,suit� or action� founded upon �any losses�, claims, demands�, damages, costs,
�exp�enses, atto`r���'�,fees, or,�yiability of e�y��r�r nature�arising out�of�or in any�way connected with
the performance t�',1����i���'��{=�erFo� ���;�����j�k�e provisions hereof, or in any way arising out�of�
or connected with th�s'`���+����"act ,r,�;:�`#;#��`;� ' �i}tt�,
} $ 4t£s" .;4�{ f
f j�} ; t
The defense and indemnity o����ations expre�;�$��' extend to and include any and all claims;
�demands, damages, costs, e����ses, liabilit�r���asion�d� �as� a result of the violation �by the��
� i tfI t� )i at4
Contractor, the Contractor s ag�t���, emplo�����r mc�����dent contractors, subcontractors, or
suppliers of any provisions of f���;��'�J�;,t���� �ir 10�7���£t���,�rf���luding applicable administrative
r
�regulatior�s. j�11�.�� ' �t� ,t���r � � s
}
�rt� � � s ,
The defense and indemnity obligations a�,���'{��pressly ext��,� to and include any claims,
demands, damages, costs, expenses, or ����,�����ccasioned �������ury,t�},,t�r death of�any person�,
or any property damage to�proper�y owr���4y ar�,�t erson u�l��C���'in�or����t�the site�or�s�a result��
�of the Work, whether such persons are'�'�t�or abo���`������'��`�right t�'�°�`�t, whe�never the Work is
��alleged�to�have�been�a contributing cause�in�any deg������hatsoev���'���
�� ,
�1' i kk�57 ttst
In claims��again�st any person or�entity herein indemnified�that a��,�ad�,����� �```�iiiployee of�the�
'�f , , , ���„�.
�ContraCtor or� an �employee ofi any� ofi the� �Contractor s a������tt��(�;���endent contractors,
�subcontractors �or suppliers, a person indirectly em��t,���rdJfk��'�����'��5ntractor or by any of the�
Contractor's��agents�, independent contractors, subcon����������t suppliers, or anyone�for wh�ose�
�:u�
acts the Contractor or any of the Contractor's agents, independent contractors, subcontractors,
or suppliers may be liable, the defense and/or independent contractors, subcontractors, or
suppliers under workers' compensation acts, disability acts, or other employee benefit acts.
The defense and indemnification obligations herein shall not be limited byany assertion or finding
that the person or entity indemnified is liable by reason of non-delegable duty.
The defense and indemnities set forth herein shall not be limited by the insurance requirements
set forth in the Contract.
The defense and indemnification requirements herein set forth shall extend to claims occurring
after this Contract is terminated as well as while it is in force.
53
Indemnification of Adjacent Property Owners
In the event the Contractor enters any agreement with the owners of any adjacent property to
enter upon or adjacent to such property for the purpose of perFormingthis Contract,the Contractor
shall fully indemnify, defend and save harmless such person, firm, or corporation, state or other
governmental agency which owns or has any interest in the adjacent property. The form and
content of the indemnification agreement shall be approved by the Agency prior to
commencement of any work on or abaut such property. The Contractor also shall indemnify the
Agency, its officers, officials, employees, agents, representatives, and volunteers a provided in
the Contract. These provisions shall be in addition to any other requirements ofi the owners of
adjacent property
� 1 � ' ;t� f
tt it�t� �t�#(ft Yt� 1�xk
5-�7�SAFETY f`�'{ ;�1����� � ��`��t��;fr
5t Sv,' f jtS
t r{ yrr x��£f ti7 4t
S S S} �kt ilt t
�t t tt
5=7.1 Work Six�$���''��ety $,'t�'�
1�r���r � r
S�i (x.Y j( t'
}£lt Z Y�Ss' $7��t?:
��5-7.1.1 Gen��� ��' {�,
, �(r�,,
� � y�ff �i,,y<
'sd}t�;i '
i
Add the��followc,,;'�,
1$$ k; }
�
} t
tt stttt�r��t t t�js� t�t}�t /»t�Pt'�t �i
�4ccidents �j,��, ,�� , �, r, � ��r ,, � F � ,�
fi`�r�r��tt}�,,���„l �!i�l �,���l�.iilt 4 ��������i4r
The Contractor shall rovi 'y`'��'t the site,�s;''s h e ui ment and medical facilities as are
p ��,� �� q p
nece�ssary fo supply first ar��4��ervice� to any�����who may be� injured in connection with� the�
work. '� ' �ttx' ''
�' t ,`��,` �tf G
�4 ftt t � � 4ia
� t}ssF�
The Contractor must promptly�����}�a��r,���i�ig to��j�';�������r all incidents whatsoever arising
out of, or in connection with, the ������ance ��,��"vvork"���ther on, or adjacent to the site,
r�tx=tt� it�
which caused death, personal injury, or prc���'��damages, ���ng full details and statements
of witr�esses. In addition, if death or s����f`z'`�'�injuries or s��t��us damages are caused, the�
incidenf� shall be reported promptly b�ftt`����j�one or me����ger ��`rr�oth the Engineer and
owner, if other than Agency. �� �x t ,{ �t`t , > �
}
s t, It �tj t�� s '�� �t} �{
�
t x .,�.� O��'�it{s�St: ifY�t� +r�,$ iti=r t�, �
�,."` trit r f } ..� .
. ''"� I l t 6 S �?Y , �i i l f
If any claim is made by anyone against the Contra���i'�'or any su��,��tractor on accounf of any
accident, the Contractor shall promptly report the facts in writ�$��`'to the E������r, giving full
details�of the�claim. � � ` t
ee i�7s 2:t �t 7{t� } }�x��;� '
3 �..i. i l�t.
j��t ii���l..�,r�.�,.
�5�-7.4��Hazardous�Sabstances r�� ,,� ,t,,,�'i�� ��t`,�`�'`�
��r��� �� �<,s� zl'
' = j ,z,>�.�
��_�����
Add the fallowing paragraphs:
"When applicable, the Contractor shall file with the Redding Fire Department and the Shasta
County Department of Public Health, hazardous materials release response plans and
inventories (business plans) and Shasta County Department of Public Health fees for the
prevention and mitigation of hazardous material releases in accordance with Chapter 6.95 of
the California Health and Safety Code.
Contractors, including subcontractors, shall nat perForm work on or around City of Redding
Asbestos Cement Pipe (ACP) infrastructure unless the Contractor has had and can provide
appropriate documentation of approved ACP initial and refresher training in compliance of all
federal, State and local laws, regulations and standards.
54
Training Requirements
No employee or contractor is permitted to handle or work on or around ACP withoat
completing an approved training course on ACP."
SECTION 6 PROSECUTION AND PROGRESS
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule
Add the following after<��,�{,`��`��l��>r�graph.
iliz �7�ttit." , � ittl�,,,'�rr
"A weekly co�}����tion schedul�`���II be furnished in wrifing, if required by the Engineer, one
wo�king da;����`��ir t�the�first work�,��day of�the week�to�which�the�sch�edule is pertinent. The��
weekly co�����;uction�shall be�in su���orm and in such�detail as to accurately and clearly show�
tne ma�or,'�`��e�and location of th����,,�rk to be performed during�the work week. In addition,�all
requests���`,�urvey work required ��'be provided by the City shall be a part of this schedule."
�{t;;
6-2��PROSECU''�,���OF TH�,WORK
}� 1��i t t,l r � � s 5rt�lr£.r a�1iz�
i�.ffs�rl� t 4� rtSPS�S .3 ytz �jt�5rtr1 f�
f t���t tr i11ti 7; " 74t1 {i ;a-r ,�rt,����(
Add th���following par�g't�����:�� ` ��'{"
�1S t ��t, ltsf �
t4r �
��r z r�i;:,'' f 2 r
N
"Work Done� by�the�Agency���the�Contracta�;�{;�
js`�tt # itts V�}�}�� t
The City will� not� perform� ar�� �rork for ��r�,,��ntrac��;'�xcept in emergency situafions �t�r as
otherwise agreed to by the E'r��t�������s`���''�ity �����';��tt���t���ursed for any work done for the
Contractor �(withheld from moni�� r����'�he C��C���'ctor):`"'�'��s will includ� all costs� {dicect�
straight time or overtime� �wages, all ove�����, �administr{`j�,�n, engineering, vehicle, and
equipment costs)." ��z'�,�� � ',����
,f,,�f��� �� x, tl` t
}7 7y t z4 t{1 � fyft.
6-9�LIClU1DAT�D �DAMAGES� t,i���`'��7 f�,�`#�� ���'�4r'�t<t��� ,�;"��
F ��, t �f Zt �� I 1
}t���i,"'� � l� ) ��t�� t�t�(`E� �t 4s'���
�``c'` t{rtir;.£} Jttti�. {itl{t4�.
, �� t`; .� t t e
,�.} �,r.'� t sts _
D�efete��h�is�sectiion in��its errti�eiy an� add the�following`. � �,�4,t�
,� ,,l{, �,
��, �
� � s ��ly t ,
"Failure�of the Contractor to�complete�the�Work within th�tim�f'���ow�a����r��t�r���ult in dama�es�
t, �; �f�, ,r�
being sustain�ed by the Agency. Such �damages are, and ���1, �+�t���h��a��`to ��be, impracticable��
and e�remely difficult to determine. For each con���utiv,�,�����`r day in excess of the time�
s ecified, as ad'usted� in accordar►ce with Subse������ u=�`;°�'�or com letion of th�e Work the�
P J F3�,��a��z� l�
Contractar shall pay to the Agency, or have withheld from monies due it, the sum of$1,000.
Execution of the Contract shall constitute agreement by the Agency and Contractor that
$1,000 per day is the minimum value of the costs and actual damage caused by failure of the
Contractor to complete the Work within the allotted time, that such sum is liquidated damages
and shall not be construed as penalty, and that such sum may be deducted from payment due
the Contractor if such delay occurs."
55
SECTION 7 MEASUREMENT AND PAYMENT
7-2 iUMP SUM WORK
Add the following section:
"Lump Sum Cost Schedule of Values
The Contractor shall furnish to the Engineer a schedule of values for each contract lump sum
item of work described in this section.
The Contractor shall determine the quantities required to complete the work shown on the
plans. The quant�fi����;���x�����s shall be included in th�e schedule submitted to the�Engineer
for approval. T,t�r����ifi�`ac�o�'���;�k be responsible ft�r the accuracy of the quantities and values
used in the �� � ��le submitted���������pproval. Any quantities shown on�the plans or noted in
fhese�spec��;'���ons��re�a�pproxim�����and�shall� be�considered�as in��rmational only.
`�ti'" �, �
j i�„` _
No adjus��`�i�nt in compensation„�����;`be made in the contract lump sum prices paid for the
various v���`��items due to any di���rences between the quantities shown in the�cost break-
�l>��
down furn�����,d by the Contractor, or the planned quantities, and the�quantities required to�
complete th'�,����k as shc��vn on the p��ns an�d as specified in�thes��special provisions�,
t� {�{3,j�{$ �y�'�E 4 1 7 it f�5; } �
�v�ef��t�}�� sk'� ���4�4�,.�sr,;13t�{ i�U
The sum of��the a��r����or t��,���s of w���t��isted in the cost break�down shall be eq�ual to��
the contract lump sum pric��'����`for tihe wo��t'�, Overhead, profit, bond premium�, temporary
construction facilities, plant,`��rd other items�t��r;�ll be mcluded �in�each individual�unit listed in
the cost break-down and sl����'tnot be listed ����aratel�ty ,
ti�t +�t �iit�f� ��jt<�t�t
r1�t } ��t ; t 1�t �
The cost break-down shaCl be �`�#�t��������'��e E;���f����;ly���Japproval within 15 days afterthe
contract has been approved. �"��•_����� bre��k�����in sh`���7�e approved, in writing, by the�
Engineer before any partial p�yment for th���� sum item�;,��work will be made�.
} ��� s�� �� }
�7 t({4` tt i�t r{.
At the Engineer's �discretion the ap������j'cost break-����n s��ule� may b� used fo�
r «r� �r� ��t:` �' ��}r
determine partial�payments during tk����gr�;����of the v��,����nd a�r���basis of�alculating th�e��
adjustment in� compensation for tli����em or �����;� `�y,���C due�r��y��hanges� ordered by the�
Engineer. When��an orde�ed change��increases o'��`���creases ��4,�uantities of an��approved
schedule, the adjustment in compensation may be�determined�����he En�������,discretion in
the same�manner specified for increases an�d�decreases m tk�`�����ua������`�?����'����ontract item �of
work in �accordance with Section�2, "Scop�e of the Work ofi�a��������k�'�'��'d specifications and
ee � cFu ?�S' ��',.3,1
elsewhere in these special provisions�. jt;'�t7 ,��, t ,� r'�; �x
t#;7;fi,{..,�:.�.�.tijs$`('Y'tt a.
7-3 PAYMENT
7-3.1 General
Add the following paragraphs'
"'In accordance with Labor Code Section 3700, every contracfor will be required to secure the
payment of compensation to his or her employees.
Attention is directed to the provisions of Sections 10262 and 10262.5 of the Public Contacf
Code and Section 7108.5 of the Business and Professions Code concerning prompt payment
to subcontractors.
56
The Contractor shall return all moneys withheld in retention for the subcontractor within 30
days after receiving payment for work satisfactorily completed, even if the other contract work
is not completed and has not been accepted. This requirement shall not be construed to limit
or impair any contractual, administrative, or judicial remedies otherwise available to the
Contractor or subcontractor in the event ofi a dispute involving late payment or nonpayment
by the Contractor or deficient subcontract performance or noncompliance by a subcontractor."
Delete the last sentence of the eighth paragraph and substitutethe following:
"Prior to the expiration of 60 days from the date of completion, or as prescribed by law, the
amount deducted from the final progress pay estimate and retained by the Agency will be paid
to the�Contractor#�������{�'�f��1�aercent of such amounts�as�are required by law�to be with�held
by prrsperly e�,���������nc� ����,�'{��tices to stop payment, or� as may be authorized by the�
contract to b��`����fer retained ���� settlement of all notices�to stop payment,any remaining
funds held ���,=��e�Agency, less an���ount for expenses incurred by the Agency in conjunction
�� ,a= {t�}
with the nt����(�)�to stop paymen������1 be paid�to the Contractor.,,
f rt
stj�ll�1�� tt�1 �s:v
Add the#olloul���� paragraph: `
f t;4il
t ;`#J
"Manufactu����� �nrarranti�,� and guar�r,�tees furnished fior materials used in the work and
instruction sh���"��'����{���� lisk�s�;��������t��ith materials shall-be delivered to the Engineer
prior to acceptanc�"����� pra����4�„ `t`,;'j,e
�
�,�'F`f}r ,,`�,3
st t�,�+�� S t�;art
�7�-3.2�Partial and�Final Paym�i��r,�� � �Y�`��
j s j ,.
' �xf',#+„; t,
�The�first�paragraph�shall read ��` ' �
rt+t,r�� � ��,r= ,� ,' �
i1 ��iJ �}' . t���)
Y
�Ff��� ��i iir47i2 �ft�Jt r S£`�7� 7)� J�i {
r.;�i t i 3� { t" i lt� i� s t#I t t'�}�,f 1 f;1y i
"The closure date for the purpo��i����t�rt'takin�rt����'�ly pr���tss payments shall be the last
Friday of the month." , �"�����''� � ,t�=5,
� s�i t �
���tar�}44 1 t4}� tt.
tE �
Delete the�third��paragraph and substitute�������r�`�wing ,,,f��,,�� ,�#��,.
�}�} i�atj; �r;i 1 j;� t��,� j{ �'
r Ij �,�ftsl }�7�a4�t�� G�{�;���.
"From each progress payment, 5 p�'��ent wil�i�'��;���;j{r��{`""` 'and ���'�ined by the Agency, and
the remainder less the amount of all previou�'"r�ayments ��������i�e paid Administrative
deductions�for�missing documents including, but not limited ta�'��'� builts, �����t warranties,
operation and maintenance manuals, and bonds �may b��s'�� ke,��t���������'��;�administrative
ded�uctions�with�held�will be�a minimum of$5,000 and���max������������;000�.
� ,,{ar���`s. 1�zr�1i�
}�yt}t4 : titi2s � }�.,ti,
In accordance with Labor Code Section 1771.����'��'f��a�=�''Agency shall withhold contract
payments when payroll records are delinquent or inadequate.
In accordance with Labor Code Section 1771.5(b)6, the Agency shall withhold contract
payments equal to the amount of underpayment and applicable penalties when, after
investigation, it is established thaf underpayment has occurred."
Add the following after the last paragraph:
"Final Pay Quantities
When an item of work is designated as (F) or (S-F) in the Engineer's Estimate, the estimated
quantity for that item of work shall be the final pay quantity, unless the dimensions of any
57
portion of that item are revised by the Engineer, or the item or any portion of the item is
eliminated. If the dimensions of any portion of the item are revised, and the revisions result
in an increase or decrease in the estimated quantity of that item of work, the final pay quantity
for the item will be revised in the amount represented by the changes in the dimensions. If a
final pay item is eliminated, the estimated quantity for the item will be eliminated. If a portion
of a final pay item is eliminated,the final pay quantitywill be revised in the amount represented
by the eliminated portion of the item of work.
The estimated quantity for each item of work designated as (F) or (S-F) in the Engineer's
Estimate shall be considered as approximate only, and no guarantee is made that the quantity
which can be determined by computations, based on the details and dimensions shown on
the plans, will equal the estimated quantity: No allowance will be made in the event that the
quantity based on,�S ������������� does not equal the�estimated quantity.
��s ,,rz� ,7, , ,t� ��� �;-`,t
y+�ftt js.,e Jtj 4t
In�case of di�����ncy between�t�1��1 quantity shown in�the� Engineer's Estimate for a fi�nal p�y
item� and t��t��i�antity �or sum�m����� �of quantitie�� for the same item shown on the plans,
payment�i����'��ie based�on the qua����r shown in the�Engineer's Estimate."
j,i{t{}{- , r}t;
,�,,,�� 7r�� ,��
7-3.3 Deliver`��t;�Materials �"'`
,�, �
�jj{t Xi'�y.
�yi;:t}t
Add�the��followir'�,{���ragraph t ,,
�t�{�i�t�'��ittf�tltt �{i� Jxfsti< ����yt��t}�7�;�i �z
When an item of w�f��r��'"desi�#;'���� as (I��`t��`�J Agency will include in the progress payments
50 percent of fhe cost�of�ma����r�s delivered°���not��incorporated in th�e work when requested
by the Contractor. Before '�`��'�e costs will `��$�ncluded, the Contractor must present#o the
Engineer, copies of his inv���s ���,f�t� t �
t41� t �;t t
tlt i t Y�Sf1S�tt St ti{
7-4`PAYM�ENT�FOR EXTRA�WO�����`� � � �}' , t��s��
� � tt�,}{ rS���;ttrl ;f s;�`�,13t,'}� ,i>��l�t
� �t �t Lt 7 �Ei t�,,,, , St
7-4.2�Basis�for�Establishing Co�ts � � ' �� ` ��
45 f �,� ti t,�
Iji3tt 7t�t�� }� i .
�7-4.2�.1 Labor ' " '
� �f� f
�iFti i�1Fy �rtt�7 s�r.z{� � ��fl.�
rfTtd��{I Fs' �t U � �}71 .
,is#4, �i) ri r tr d �f s���.
. Fi ``�l"�, 1'�42� t s� � 4�fi (�� 1
The��fiirst parag�r�ph is��mended tt��read�rj,�° ����t,,lt, ,�� � `l"� ,,''��,
z
z� iG,t��
�, ttt.SJiit;�sd,�,;,,.
i ��at
"The cost of labor shall be the actual wages paid which shall in��'�'�e any ����,���er payments
to or��on behalf of the workers for health and�welfare, pensiotr�'���j�ac�t����'r�'�����apprenticeship�
funds. To the actual wages paid will be added a labor surc�����1'�'��j��l��h��in the�Department
of Transportation publication entitled�Labor Surch���e atn��j�������ient Rental Rates found�at�
th�e following web site�. z t� f;;},,r ,.�li� �
�.t,,���4
http:/lwww.dot.ea.qovlhq/canstruc/equipmnt.html
The rates are in effect on the date uparrwhich the work is accomplished. The labor surcharge
shall constitute ftall compensation for all payments imposed by State and Federal laws
including, but not limited to, workers' compensation insurance, and liability insurance:"
58
7-4.2.3Tool and Equipment Rental
Delete the second paragraph and add the following:
"Regardless of ownership; the latest edition of the State of California Department of
Transportation equipment rental rates shall be used to determine equipment"rental costs."
7-4.3 Markup
Delete this section in its enticety and add the following:
a: Work by Contractor. The following percentages shall be added to the Contractor's costs
and shall cons��i,�€����;�4���,}`��ment for all overhead�and profit.
�$ tY 4 t 'IYt'•' f{{ t tt`1
I 41 t{t�$t;,, $}A I t(}�
�Overhea�{��'�t`s shall�includ���'��t�not be limited to�such�items as�projecf�superintendence;
pro�ect�'���gers�,�field and hc��,��t�ffice expenses.
'����, � t $
st��t"`} �� ��
1�=;���abor `"�'�� 35%
� � � ��{�� ;
r ��>�
�;,�
2 "� 15%
��>,�,�lateria���
t�� ,
}};�r�,
�
3) `� `�� ����,F�?�ntal & C�������t�ms 1�°lo
r t,
{
� { �(}���y��4 r. '�{ t � r�ti. �,�tt t�iJ,
+ r'r, i r tb y t` t 7 t �> r t };t
4) Subco`"i���`�ctor W�� 3 ' '��:=j 10% (this markup may be aPplied a
'�'�5�``�°£�� ``�' 'maximum of one time�to th���extra work bill)
3t t xt� t J�i�.
� �t�t�l�� r�1 1 5�:
i s�t�`I .� ;
{7�� tJ� t; ,'tl
b.� Work by��Subcontra�tor ����en extr��,t���� is P����ned by a ��subcontractor,��th� following
percentages shall be add������� ����������ontra�;����'����^�and shall constitute�full payment�
for all overhead and profit. "�''�_�����'�'��` ��x t�s,���"� f ' 't�$
t� r��; i�flt4
Jt)t �'1` t£J3k
Overhead costs shall include, but no�,,��',Jl��ited to such ���}f�is as�roject superintendence;
project managers, field and home��`������penses �'r����� `'�l �"
���,� ,,,� , r� � � �t .
tti>� �,� �. z�fi# t sJ� .
}�}4 ${Y '�)1}t�}ff$ � k3 i
j E�t��r ? � �� ���v,.j��� rix tr .
�)� Labor � f`�t
�r, 3���� �ts� {f,,�;
��ro4,ta..,�t:,,a.,5. ,. ;.
t S�(
��2)� Material� 15% "{�r, 5��r
tl� }5� � �,t„� ,,.:
{sf i i'.�r� :i't�'�l i`7` i.,.�:,
3�)� Eq�u�ipment�Rental��& Other Items� 15% ,� ';j ,,,�, �`,�,;}�r�r�==�'
) �i k ilt�Y £{!t t4t .
4) Second-Tier Subcontractor 10��}„x�,�h�� ;�i��"�'up may be applied a
ma'���"s,t�`"`�'�tone time to the extra work bill)
59
PART 2 MODIFICATIONS TO CONSTRUCTION MATERIALS
SECTION 200 ROCK MATERIA�S
200-2 UNTREATED BASE MATERIALS
200-2.2.2 Grading
Delete this paragraph and substitute the following:
"'The aggregate shall be uniformly graded and shall conform to the State of California
Department of Tr���������s��,�}�Standard Specifications Section 26 "Aggregate Base" grading
requirements f��'�����"�`���'�'����e Base, 3/4-inch (20 mm) maximum size.,,
�
� , r, �
,t{ s� �,, i , r
t� 4s4 � r�,�
SECTION 203��;tj,'3�1MINOUS MATEf?��I�,LS
� � ,
,,� Stt,;, t}f4�
203-6 ASPH�,���' CONCRETE t�s`;,{ ;'{
f ' ��; '�
�203-6�.1 �Gene��;7
� ,{�{�
} tJ
t��t t�f� rri ; {
�The�first�sentence'�a�'�#���,'����s����ragr���������i��t�ded to�read:�
���4��s?,,,� � {� t� f�x ��, �,
y ,�,, �� _,
r�l , �' �;�'` ���
"...mineral aggregate and u�«�S=��5 percent r���aimed asphalt pavement (RAP::.
����t �s r�
4� �r>yf���
1t�ts f . �
Delete the�sect�nd paragraph� '' �'� `
3
F'{� �} = 5
r� �i ,��f'�i ,'t �
�
:
t
� }
� 'r� , , ,�, tr�
. � ttF,S <� r�t it
Tfl@��h1Pi� �c"�1"agl"c"�(Jf1�IS��afT1811d@d �;�����z�'Jt}�t}�}��i'r�`�{ ���,j[ t � .` `rit
� �r t t � f r ii � . r v t£t r
t „t�.ir � � 14�j 4t'ra� 5��7 l
ii �� , . {r z�itF�i f 7r � . . .
Unless oth�rwise�specified, the Contractor,�tij�� submit a rY����tlesign for �z�inch,�Type�A Hot�
Mix Asphalt with PG 64-10 that has b���,���reapproved ��,�4the California Department �of
Transportation (Caltrans) or is in �����'���,�ance w�th j���` cu�"�;t�t Caltrans Standard
S�C'iCi�f��iC7l��l I..S.�n j I�}t}1 }}ytJ7ti ;�t S Z" <z t7yst�
}k 4'{� �i�s � t J 7j£ jjj. {
�ty1��<£,`t �����f��t , tf�t� r�; �� y�1{t�,x
t..�' Yt�j t }�,i�t{<<j,.i.7 i 1 {}7}�}t
SECTION 207 GRAVITY PIPE E=;1�;��
�# � �
�k jy t�ly'��t r �„
207-1 NONREIN�ORCED CONCRETE PIPE ,`�j{t�' ,,, ��tf�r'F{t'$� 4rz`
� J {zit�„S
l�7fv�t� t j ti �}f�tr.i
rf�tty� I�IS , t .
��207-1.1���General z{� i, ��, x ��,�'
�i�7i#S}yy�i'$t���.t7t,,�l��rc,?��
,:...:1�,7f:S,. '.
Add the following paragraph:
"Nonreinforced concrete pipe shall be extra strength."
207-2 REINFORCED CONCRETE P1PE (RCP)
207-2.1 General
The second paragraph is amended to read:
"The size; type, and strength class of the concrete pipe to be furnished shall be as shown on
the Plans."
60
207-2.9.1 General
The last sentence is amended to read:
"c) Acceptance of certification of compliance with these specifications and inspection of the
completed pipe."
Add the following paragraph:
"The basis for acceptance shall be by certification of compliance with these specifications and
inspection of the completed pipe."
iz �,'E� � �i
�atz� tr t�i 7 �,
I� iiE{7t{}tf tv �ttz � }y� t �
20'7-1��5��ABS SOI.I�'����L������4�;��,�iz,�_
3 �s,'d
£° Pt��f�t�- �t�t i t
It $ �t 3
207-15:1 Gen�1����,,�4', �{ijt7�r
rx,s
3 1 rr
} i�4y1,� k tt}t f .
t �ti` i t{
i 4i }s'
�The�third sen��,��e is modified to�r���Rf �,�'�
� I'tl�, ���<�°a
s.
x
"Minimum ��I�I thickness�shall correspond��with�S6R�23.5"
s
t�yt it��
yj j t i f
�207-17�PVC GRA���"��1���k�'tr , ,r jt ;��' � �
�L# t } tFti S Z J 1 k
� 1 S x4� r } <qz a��;4� � ;t S t .
{�,.f�i siy.,�4,,h�, t�� 4��1 7t ��s J�£
f { }yis;+ �$J k2t
Section 207-17.1 General � �
��',7,� r �ti
4
}j)ttt {<. s�{ {S
S
3tlf��f}x` tt �t 1�
dr
Modify Table 207�=17.1 as follo����� ��j`�
}rt{tjy t�t7!�rY{S y,3s;f�
1�i s 3�' ' f � ;3t��'
a �ts{7 r �i l� t41i
Wall Thickness�Min. �S�DR 26 �t ���,if t� r�� {4 ,� 7r,t,,s,,, �'�,z��;
��
� i� t i 1 : t r?� ,� ��;tt�tt;i
4 t,r�,�t�,�.,t x f}i�����,s�- t s
SECTION 210 PAINT AND PROTECTIVE C0�4"�"��I�S ,`�St'.
t��'t��''}`,� `} '€
, j �„ � 7f�
�2�10-1 PAINT ''{����,`�� ��.�'� `j'� '
��s(4 ��.i�� t7 }� tt i�ft .
3
�7 � �:� � ��{}i�f,,` ��i�i��l��
� 1}t .. �r%{{j F �i{Jtf� � 4 t.
{ ..! t} ! t t t$tttl�'y (
t J
210-1.5 Paint Systems {l s,, �$i,;�; t� sl�l i`,�'=�,s ,il{�,
�,�
. s ,t,��,',,,,,.,�� ,'G t t,��
, ,�{lt
,,,��,
�Add�fhe�#ollowing:� ' '
�«t' �l j'��t „�n
�j sti . � {tfx 4�r,�� „
i}; �1 7 IS t;ttt£ t i �
"All components to be painted shall be painted as follows: $J,"'� � sJ{>,{�`4`=�f>�`j�'}';
j��i��ss{ t ��j�tt i�ttlriyfzlbtt�:,l„i:
1. Preparation—Painting preparation shall b�$i���,����hed using an industrial strength,
biodegradable cleaner to remove all dirt, grease, oil, and other contaminants.
Surfaces shall be thoroughly power washed with water to ensure all residues have
been removed. Provide Devoe Devprep 88 or equal.
Aluminum surfaces to be painted shall be treated as described above, then treated
with an etching wash such as Jasco Prep and Primer or equal.
Pre=painting preparation shall include removal of all paper signs, masking tape, scotch
tape, and similar contaminates that exist on surfaces to be painted.
61
2. Primer — The primer shall be a low VOC, two component high performance, rust
inhibitive epoxy coating. Primer thickness shall be 4-8 mils, when dry, 6-8 mils, when
wet. Provide Devoe Devran 203 water borne epoxy primer or equaL
3: Finish Coat —The finish coat shall be a low VOC,two component high performance
chemically-cured Aliphatic Urethane Gloss Enamel. Finish coat thickness shall be 2-
3 mils when dry, 2.8-4.3 mils when wet. Provide Devoe Devthane 379H or equal.
The industrial cleaner, primer, and finish coat shall all be produced bythe same manufacturer
and shall be compatible and appropriate for the intended application.
Paint color shall be Cit of Redding light pole green: Color samples will be provided to the
Contractor for col��r�t�������� �,�r
� ,�r s� ����
; �t j � ,. ;�� ��,1 4 u�f 1
51�1 �� �t:� {���
Five copies ��'t,�t`��� cleaner, etc�#���`�} wash, primer, and paint specifications inclading MSDS
sheets, sh����,r�=��submitted to th�e�'���ineer for review prior to�the staet of work.
, ��
� t��i�' ��� lk��
All work ���,�is item of work shall k��,�ione between the hours of 9 p.m. and 6 a.m.
�, r .,t�
t'S ,r� t,,�,
The contr���t��}lump�sum price�paid�for "Paint TrafFic��Signal" at�each location��shall inclad� fu[I
compensati�'����a� furnish�,�g all labor� materials, tools, equipment, and incidentals �and �for�
doing all the��' �` � �������� in ��'� ���1������,the traffic signal �equipment� at an �intersection,
, „{�t,z � ,>��� � t����t, t„ �} ,
complete m place;�����1=�rt�ing �r�j����ng sut��"��s, cleanup, and all �extra work and �equipment
needed to�do this�item of w�;��'� night as sl�±�,�rn on the plans, as specified in the Standard
Specifications�and these sp;t���,�1�provisions �����as directed by�the�Engineer"�
,
t j t yJ k.
SECTION 217 BEDDING AND�i,�KFILL I���r���RIAI��'�"``
11)',iiir s 7i r �,�� �� {s�� �r�. ttz r
{i��,�tt }} �+rfi4�., �;t}tt}74t � �,�strf�� 7s
�2�17-2 TRENCH�BACKFILL '�_' «���° � z 5�$`�,��,°� ' � �
,{tt����} ',�4 ,
{z�i�f��t�i4,' �5 s
217-2.21mported�TrenchBackfill �7j�������` F '��`,i
ti��t �7t�� � ftj� k�
� �{ t�{` : t t r 2 fl .
. t3 iir 3 ' tt��}� 'i k� �" j�}71 .
�Add th���following p�r�graph: ; �t,�' �;�'t��,�t �z��'r�,t._ ��a i�t�
t 4� t;`� s�,lttif�, t i�'t tf}r'}tE f i�} 'ti r'a..� 41{ �t
�", trt� ��rt( f 5 .��� S� }��
uf�>ba� r,.,,
"Backfill material shall be 3-inch (75 mm) maxirrt`��n in size ��'��f shall be reasonably well
graded. Any matierial proposed td be used that has 30 perc�i�,���r more ������sing the 3/4-
inch�(20�mm) sieve will be rejected." }"��`� _}� � ��`�`�t��'`�'��
,� �_� � ;� #j
j . r t t�.�,�s..�.
t s�z �iart{�,`�='
� z t�t i s�i i
ttt y
�sf :Sy;{i t i zl�tfC,�.�,.,�
a�l
��'�s ��i} }�:tsti�{�tr I �
�rt isi t.. ,;�
���,..'t,,.1..
62
PART 3 MODIFICATIONS TO CONSTRUCTION METHODS
SECTION 300 EARTHWORK
300-2 UNCLASSIFIED EXCAVATION
300-2.2.2 Wet Material
Replace in its entirety with the following:
"If required excavated material is unsatisfactory for the specified use on the project solely
because of high moisture content, the Contractor may either process the material to reduce
the moisture cont������,������t�mum��condition, or�to remove the material and replace� it with
t,;� ��,�} �s rr t�,,.
suitable mater��� t`�`"�� cos� �����ng� or removing and replacing the wet material shall be at�
the�expensel;���1���Contractor.'��`�;t`zj
�
7 t'�`}�'
! �t�f��' {5�11
3�00-2.6 Surpl�`';����llaterial j't''����
f�, ,�
�� ,�,, �{�t,�
) �til;� }fi2j t 7f
Ih
The first sent��r�e of the first paragrap'�r is modified as follows:
��
��r#
"... no surp���f�;�cavated,,material ma� be disposed of within the right=of-way unless directed
by the�Engine�a�ti�j�ir} t��,����n sh����,�'����'�t�l�eel rolling �as occurs during placement."
„ :<<z�t�� � ��1� f ��,
�� � �j y��� t,,},
t�4t� ���1�� ��,���,
3�OQ-2.8 Measurement� 7r��',�zS.=� ��;t�
_,� �� T#����
��z ;��.
Delete all paragraphs of this sui���ction and ad�='�'e follo�ving:
�}�z{ }t t t,fi� 1 �!}t
� l �
"There will be no measureme�4��;���r������'���''�xcay,�'���`'��� �his site."
i 1 j}}� }S�h 3.11 il t kJ
1, t��.��ir�A�,,.�� #£rt�t�l 1 r�„ti� 14 ik�.
Add�the�following paragraphs: rti`�>���i�� �it�``�1
ti �y }tl 4
{{.��{�� � kt jt �t
"Payment shall be based�on th���Engir�����;��timafe and ��,`,��''��inal ��� Pay�fem."�
ft,{r{ s�� tf� � i�it s�� . � if 2.
� t {it� ��;�f�f t t .Itt='� �s� �at#
+��'{]� t
�JVV�2.� �a���.��. z f �z�rt �r��z I �y i 7 tf ts� rt.tr`� z�lz3tt
it4�<` ��'i�t;�t�{y 1�t �it t� {ir;iY
t t
'�l iut�t.,t,}u,�aP� ..s.i�rt �,
t ft
Delete the first sentence of the first paragraph and substitute the f���;�vving , ;�;� j${
r��i tt . tt i4t�il 1�..t 2,#.l 4�
�l t � t
aa � G�ij �tttl��tt�tf��{ .
Paymentfor alf unclassified excavation shall be included in���������i r���;s paid for the various
items�of work done at the different locations, ;,�y,l �{t�E �,,j�� �`������
"'+tt�r J�� 4t+t„tt,.„{�
�300-4�U�NC�LAS�SIFIED FIGL, � � �
300-4.1 General
Add this sentence to the first paragraph°
"Embankment shall be designated as unclassified fill."
Add the following paragraphs:
"The preparation, placing, compacting, and other procedures of filf materials (topsoil Class
"A") shall be in confarmance with applicable provisions of this section.
63
The fill material (topsoil Class "A")shall be placed on the site as shown on the drawings. The
extent of the placement quantities in the site shall be determined by the Engineer''
300-4.10 Payment
The ficst paragcaph is amended to read:
Full compensation for unclassified fill shall be considered as included items involved and no
further separate payment will be made therefor."
300-5 BORROW EXCAVATION
,tt� � �,{�4 t,�
i 1t( 1 7 7 t 4 }
r£��(iaS{4f �,.itYt�lYi�l �Its Yt
300-5.2 Imported ����'� ' � ��;��;,kt$txj,
I I�}t�� �'liru���
The second p����`�'i��fph is amended tc�;����d as follows°
s`}}�i.`{ $7 s
, , �� z, r
"The Con���t�tor shail notifythe E{��'��}eersufficiently in advance of opening any borrow site so
that adeqr�,����� time will be allowed'�ir testing the material."'
4r ��t�
,},;<�z
300=5.4 Measu�°�����nt�and P�yment
t t1f, 7 7t .±� trltli'
�'tit�jiyzt�'71� ���J�f�f�.}k�t ; ar��t,���`y�ari�t t{�Y� �
Add�the��following para'z���`�� y �� `�=f� � }''t
� ,t�z� ,{�,,
}I4i44 44 � {r�tl .
�f'
l t
{7t }1:- �� #�
"The quantity for measure���t of importec����rrow shall be thaf quantity remaining after
deducting the calculated un����sified exca������i quantity utilizing the�cross se�ctions provided
� ( �S{S 1 Ef tt J 1
ICl t�12 p�aflS. iet�x� �t�{t�'r.�� 4�fx f �
n,,k�J j `tt�i.i �i ��Sl� ti}tzt������Fst}��i� 7
�{ s Y a 1 } 4 .lr,. <t�7��
Payment for imported borrow shaf�i4�t��t��le fullJ��t�ensafit��`��r excavating, sloping, loading;
stockpiling, hauling it to its� final location, ar�+�}�ing all the jr�,�rk involved in unclassified fili
4
+ y �1 { �5�}}�� { .
Ci�nSlrUCI���. % ity t�i'' {S;its�.
it S t
, J t 1 J�,r j s k f 7. a�fs
7efa Ys {t} t7t7R � r�x�t'..
"After the removal of the existing �����'etes4� uncla����� exca���S�n, the areas shall be
prepared as outlined above, aggre���e� base�������`��'�1''{��e�d w�}�� needed, and the entire�
area compacted by the �use of vibratory �plate`��'��e�� equipm ��j'tt�� �the specifiied� relativ��
compaction." `�tx���"� �}���k�}���`{l;t
t' �t it<t�� �}r,��
i �� t :fr4�1 tf .
SECTION 301 SUBGRADE PREPARATION,fiREATED MAT��,�'��� I`��'�Y�PLACEMENT OF
BASE MATERIALS t�{ , ; `tjs'='t';,`r";`'�{
� �k�� , } �~t
�� ��� x�'„
r,.
��' f, l ; �� a v ..
�
,'� ..',�����,,�,�
301-1 SUBGRADE PREPARATION
301=1,2 Preparation of Subgrade
Add the following paragraphs:
Preparation of subgrade shall include the cutting and trimming of existing AC surfaces to neat
straight lines as delineated by the Engineer. It shall also include the excavation and removal
of all unclassified excavation material and existing AC surfacing.
64
Existing AC removed may be incorporated into the embankment to be constructed provided
it is smaller than six inches (150 mm) in its largest dimension and well distributed throughout
the embankment material.
301-1.3 Relative Compaction
Delete the first paragraph and add the following paragraph:
"The top six inches of subgrade material shall be compacted to a relative compaction of 95
percent, except subgrade under driveways and sidewalks shall be compacted to a relative
compactian of 90 percent."
30�1�-'1�,7 Payment � '� `��`�``�� �``
,, ,tz t���,`' ' Y �
4 }Jft�tt 7 fl y tt4�i {Jt'{t4
C
t jy i t , t t 3j
Add the follawin�'f����graph: '''s,,�'�4`t
�4:,(f �, itl(#{,,.
"Paymentz$`���,�'urnishing and placie�J�,t��dditional aggregate base materials and the mechanical
compactic���,�f all areas shall be�=��'sidered a�s� included� in the unit prices paid for the work��
involved, ���,no additional compei��ation will be allowed."
l,�};t�
`'`=f t„' �
301-2 UNTRE��`�p BASE
{�t 3}i �ti,s}Efti�it��3i�'t� r 1 tYi.;({$t{ t
� �,���s# � i� �} f.{{$ �sy �rl�� tf� ti� � ti
�301�-2.1 �General �u,rz,��,.�t { r� ,f =`, '} �'���'`��
,�F�s,,��'� �z, ',
�t+ �I t,t �,,
Is�y��' �{(,
Replace this paragraph in its er�����ty with the fo4��in9�
4}{f{ 4S{f}{
� } t
"Untreated base for pavem'���ti�,� curb, ��������and ,�����Var types of ��improvement�, sha�l be
constructed of material as sp��i��`��y�;�;4����ectio��{������f���t}and as modified in these special
provisions. ����� , � ,�t � �� � �j4,t
�1 ,, , � .
,�� � � {,
�,{5 �' �5`�`
301-2.4 Measurement and Payment � st'�t� ` `f'"
,
..11i ct7i i
�tt t} a�}4t �r �}I i
�s+li� 2 is t� {t 2`fl .
t} �ir� (ij`�� � jit�1�� j�171�%
�Th��followin senter�ce is added�to�the ��,� �, ara�� h 1�};,�� � �t
� �t����� ����{ , �� s.f �1��, 1
�1`1<'� ' �lt�s it��j 1 { i.�� k4� 1,
� 1�3��t x� Ftt , i�t�
"Payment for furnishing and placing aggregate C����'`shall be ��`��idered as included in the
unit prices paid for concrete sidewalk, concrete curb, concrete�`�}�b and ����������ncrete�alley
and valley�gutters, concrete� curb ramps, �complete�in place, ��;�'no��,��h���f��l compensation
will be allowed."� i�`'r�' ` � �{���`����
�,t,`� tc��� ; ��
r%� �4 z,��,`�`s x�������..�
J j.i§}1�£�ts 1 } l 4 �t ttt ..
SECTION 302 ROADWAY SURFACING {�
,
f 4��i1{,lt��.�r
302-5 ASPHALT CONCRETE PAVEMENT
302-5.1 General
Add the following paragraph after the first paragraph:
"The Contractor shall furnish and place all temporary striping and markings in accordance with
the California MUTCD.
When asphaltic emulsion is used as a tack coat, asphalt concrete shall not be placed until the
emulsified asphalt has cured."
65
302-5.4 Tack Coat
Add the following sentence:
"In the first and third paragraphs, the tack coat shall be Grade CSS-1 h or SS-1 emulsified
asphalt."
302-5.9 Measurement and Payment
Add the following paragraph:
"Payment for perCn�����i��`�',���,�acing shall be considered to be included in the price bid for
pipe and appu�����`�'�s or�`t�����es, complete in place; and no additional compensation will
be allowed ���,r ����� �}�{ �i
„.t�fi 1�t,�: rtf�� {
tt�i t a t t�
�ra� � ti ��
The second s��;��nce of the first para����ph shall read:
rs t � ,'��
�l z t,� {t,,, ,
« jtx�r� �t)r f�t
Such pri��E�hall constitute full cor�'pensation for preparation of subgrade, apply tack coat if
required, a#��t,�placement of temporary striping and markings."
tr� s,r{
; , t
�� �
SECTION 303 C�'�'����"��f�t} D M����f�}t lt��JNSTRUCTION
1 tyt;,4;�„s,,,(t.}� ' f� tft rr s trtjtit
� 14 i G f
it;#t1J4 t{i� S�t{�i
�303-1 CONCRETE�STRUCTU���x°' �j�
t �t3j �
"�j'`�� ' ��t�'
;, r � ,`�,����
303�-1.'�Z Paym�ent �� 1� j `_
f a i z�7 rt4<{���j }i
�ft ����a jt ti�js}i
�t} 7ti" t rtt t ti j �Jr�t5
�Add�the��fiollowing sentence�to the ������'��'��`��raph�{ ',r r't t�,r`�tj'��f}
v t y}i i tt a !.,.+ (t t ,f� � (
I t��;��`} t titltt � . a #f7
"Payment for concrete structures shall be ���$��ered as in��}��ed in the unit price bid for the
various items to which the concrete is j �r f►��ent, and no �����litional compensation will be
aIIOWeCI,�� z�s� ��t�t4 � �t'+r 's ���'t:,
iz4tSG ,i -rf� t °' � �$:
1 � � t
f�'�t"�������"'"`'�CRO��,"� GUTTERS, ALLEY
303-5 CONCRETE CURBS, W�k��r�, ��� } sz�
INTERSECTI�7NS, ACCESS�RAMPS,AND����`�`V��WAYS �`�' `�
�
�,�,�tff
sk��U4�i 1'� ��4'�i.�a�
��303-5�.1.'1 �General� "���; '�� �� `'{��
'tty f� � t�- ��rl t� i� ,.,
}��r Y i4St�� �`}{s�a�.tt .
�i ��t�I t` t t;�z�=i
t
D�elete�fhe�second ser►tence����f the��fiirsf�paragraph ant�f{'��bsta���t������llowing:
x�,� ,� �;,y
,5 r� t
,
"Cement mortar shall not be used in finishing curbs '�}}'4i� k��
The first sentence of the second paragraph shall read:
"The minimum thickness of walks shall be 4 inches (100 mm)adjacent to vertical curb and the
minimum thickness of walks shall be 6 inches (150 mm) adjacent to roll curb."
303-5.1.2 Drainage Outlets through Curb
Add the following sentence to the last paragraph:
"Curb drains shall be constructed using Schedule 40 galvanized steel pipe."
66
303-5.1.3 Driveway Entrances
Delete the first sentence of the second paragraph and substitute the following:
"The fully depressed curb opening at driveway entrances shall be '/z-inch (13 mm) plus or
minus 1/8-inch (3 mm) above gutter flow line at the curb face."
Delete the last sentence of the third paragraph and substitute the following:
"At residential driveways; the thickness of the walk shall be 6 inches (150 mm) unless
otherwise specified '
s #
���� �,r�t'� , yt t�
3 t 4��1���i7ytF I�r3;$y
303�5.4.2�Expans���1;��i�i�s' ' ���a���f��l��t{
1 i Ft',jt �rtr4
t tt��.� 3��1 r
The first sente�����f the second par����ph shall read°
� t t=i,Y' yti�tti
�4 7 �
f jrt . } s s
"One-half,����� (1/2=inch)join���.. "_{{, �,��`
� F f7t,�
Delete the firs������tence�of the third paragrap�h���and��substit[�t�th�e�foflowing:
���',� ,
��� z �� �?ss
"Expansion jo���;�`����,������k�h (1����,�;�;���#��G shall �be� placed� in walk�at the�BC and EC �f all
7a k tt (c; t y
walk returns, arou`���`I��°��i�ility ��'����`�whic� ' i`�� project into the�concrete along th�e��ine ef the�
work,�at commercial drivew�����and betweef��,��ae walk�and�all buildings or oth�r structures at�
the right-of-way line or whe�',�`�quired by the���gineer;"
r ;
�t t � �,
�;� =�j ���t�a� ,
�� t ; , �s
�303-5.4.3�We�akened Plane�Jo��� 5 }�� 1� �r�`��ir
� � 1
} t ,{ta,� sz ,, r�
�t,�� i t ty�t�a tt r# c rtr j i�7 i if f k�
The second and third paragraphs ar�'`�}�''��t�ed tr��`'�`3��'as fo�f�`�
r�,, ;�,�
".._intervals not exceedin 12 feet." rs{�t'�i�s`#`$ 'lf'�sk'k'
� {y tt�i c£}.l �t 5 f 1 t
4�I
z i }t, � : 2�ft .
3 0 3-5.5.2 C u r b t�,j,;J 't, '��;t , l � ' ��a;i 4 i�
�. s,�
i�}�Il�{�si� �itz�i'i t t ri�tt ' 4�� yt
'` st 4; F�i rt .}. k 1
t t��fs�rY„�^' i tittti ...
Delete��he�last two sentences of the first paragraph ar�i'�'��ubstitute�k����'�ollowing
7{\{ }f{1�,.�F �t
"Cement mortar�shall�not�be�used in �nishing curb." ` ' ' �� `�' ��� �'
t �J� t)5,�} �'
t 3� f t t Y s 5{,rt,a,� �
�r �� tli 3.
The�last�senfence�of�the�se�cond�paragraph��is�amend����Q r����t��';�`t'��t'" ��
�7,r �r�y ,t trz<<�
rf�z��Ft�?.
,:�
"The surface of the work shall be finished as prescribed; after which the name of the
Contractor, together with the year in which the improvement is constructed, may be stamped
therein to a depth of'/4-inch in letters not less than 3/4-inch high, at BC and EC of curb returns."
303-5.9 Measurement and Payment
Add the following paragraphs:
"Full compensation for all required sawcutting, excavation, removal, and disposal of concrete-
rubble and asphalt concrete pavement, aggregate base placed under curbs, gutters,
sidewalks, bus turnouts, and driveways, asphalt concrete tie-in paving and any other items of
work necessary to construct curb, gutt�r, sidewalks, handicap ramps, and driveways shall be
67
considered as included in the unit prices paid for the various items to which the work is
pertinent."
Delete the first paragraph and substitute the following:
"Curb and gutter shall be measured continuous through driveways, handicap ramps, and curb
returns. Curb and gutter shall be measured at the top face of curb. Unless otherwise specified
elsewhere in these special provisions, curb and gutter shall be paid for at the linear foot price
set farth in the bid documents. Local depressions at catch basins shall be included in the unit
price paid for catch basins. Curb and gutter for bus turnouts and cross gutter spandrels shall
be included in the unit price paid for bus turnouts and cross gutter."
SECTION 3060PEN ����j��,���z,`{;�,�?NDUIT CONSTRUCTION
, 1
ryl$i'�tia4 j, ,..,_ 'a�'jt;ll}�
306-4 SHORINC�rf{��`C7 BRACING �}t�`t�ltf}#
rs t s < �
!;;' l�Yt �l
i7t7K��(';�`� t} t
Add the fallov�����i � `tF"}`
�
�i � ,�t ,�
yF� �� ,
"All excav���ns shall be shored pei�`'CAL-OSHA requirements.
�l�rl
t �,�
� �,� r
� ���
Work in exc�i��'�,��tns over}j�0 inches ���eet) in depth shall be in stricf conformance with CAL=
OSHA requirel���������f���f��i�t�t :;�t,�i`�%� ' t' �;z ti�t��
,
'hn��:.�a,`��,f 11F t slt} � � rl;
� ii l�x# ,��i t .,�
i �t�ttt t
In the event that the trencl����`��peration e���eds 5 feet in depth, the Contractor shall be
responsible for providing arr������stallin�g trenci���'�'f;E ormg as�required by�CA�-OSHA�and the�cost�
for such shoring shall be in�'�ed in the pn,���aid for Trench Sheeting and Shoring„ and no�
additional compensation wil�t���allowed �� ' ��" '{� �`
� �, ��;�� ��,� 7 �r
, , �
t
�� � t ,
���1{� F4 tr�s�}#ti�t4� l �� �{7 ��i f�t�
� � . �.ft� .± tJ� s3{ � t ti� y{� ti st't4s�tts
On���Public Works �con�struction, i� ����rl� be un������id thaff���; Own�r, Owner/O�erator,�etc�.�,
shall be considered the same�as an emplo�������'�workman �'����letermining�conformance��with
the CAL-OSHA requirements." ylrl ��s�°� ,�1�3���
�
� 1 t��°
ttsrt��y zY�,�� Jft� t i �t{}a1...
i}i{'t t11� ) t} 4jf� 7f �7
306-6 BEdDING� ,r �� `,xjr x �s�F t,� , ,
rt��,a�°f � 't s � � 4�it l ir�h !�s���
��t"` 'tS } t�. tt�zs t� e tt�
�306-6�.1 �General ;`��`` , '��`� � ,f ` ;
�
t;$E it',�'; ;�, ;${
f<�tttJ� j��1��'�t �,1�`u
Delete the�second�s�ntenc��f th�f�urth��paragraph�and�add�the�����win���',`4`�1
r 7i ; ; $� �
11 f t�. i f?J „
� 3s4 s��� 4 ,
"If soft, s on , � ' ���'�'f'`'�` $� `
� p gy, �un�stable, or���ofher similar maten�,�};er�c��'�����'�upon� which �th�e bedding
material or pipe�is to be placed, this�unsuitable m�����������`be rerrtoved�to a depth ordered
_w,.�>
by the Engineer and replaced with trench stabilizatian material suitably densified. The
Engineer may also require an envelope of an approved filter fabric be installed around the
stabilization material if it appears migration of adjacent materials into the stabilization material
could be a problem. Addition of trench stabilization material so ordered will be paid for as
specified in Section 7-4 "Payment for Extra Work" in the General Provisions. The Contractor
shall bear any additional expense for trench excavation, shoring, or dewatering. If the
necessity for such trench stabili�ation material has been caused by an act or failure to act on
the part of the Contractor, the Contractor shall bear the entire expense of the additional
materiaL"
68
306-8.9 Pipeline Pressure Testing, Disinfection, and Commissioning
306-8.9.1 General
Add the fnflowing sentence to the first paragraph:
"All chlorination, flushing, and testing of new lines shall be accomplished prior to any tie-ins
to existing water lines."
306-8.9.2 Hydrostatic Pressure Test
Delete this section in its entirety and refer to the City of Redding Construction Standards Page
400.50. � {` � '
tt �'t Yl�� �t r:.(i�tsr i
1i� }t #t� u 11 t tE�nfh�;{
� }t t , � i f L 1,5 t 1
306-8.9.4.3 Pot�a$����V'ater Syster�`1�,��infectior�Procedures
�� {,1,�{r , ��
�� � ti,��� �
Delete this se����i in its entirety and, s,�er to the City of Redding Construction Standards Page
�400.50. ������ zr�,�,,
s}t't,, fj ,��:
r t t �,
t' ilf�t`
306-12.4 Jett���;rench Backfill
� �� ,
� �'�ttz + t� t i3 t�� 3tS r�l� t �
Replace��this secti���l�������r��lowii�������7 t���{��rl,J,
,u;i`t�,�.��r},i£,� � t, }ts I t �f t'4'
�� r`i s`'' {F}i����
°`Jetting��shall not be conside,��'�}x�s a��suitabl�t���th�od of��compaction�.°°�
� �r�� zl,
,�{�i� �'2,,�,
306-13:1 Temporary Resurfa��t��;� ;>���t'�}'
t't t ����� t ,
r, ���, ,t t s��t� �fl�r�
�Add the�followin ara ra h; '�`��'� ��,j ,:'S�� `�{'`{ � j����'�� t;; ,
� �J � 9 � �� �� xt �
S � 1 f t 3 �{c�y3l�lais�4 trf,�3 (��<
t tjl t£y�.`�v�,.: g i; fi k,., {4{ 5
"Temporary resurfacing of trenches shall b��t�pleted at tf����nd of each wark day.,;
tS$� ''��t�� ��ti
ift iJ4 ?f)�.
�30�-1�5� Payment ,,,t�� � �� ` �_��` �
r , , 1r � t� � z�
1.t{, r,�( r'741t°���' � i ����
i�s ir �� 5sr k�} Fi{t;�})t F7�#�t
��30�-�1�5�.1� General �t�t tr�t�' �=r ;7tt 1��1 ,��t z{,�t� {�, {�s
;,' � t tf: �r{t ii ���} .
F,{}�li�Li„4 � j Fi
4
5tf�}
f }4 it
In ltem o), substitute"including" for"excluding" in reference to terr����ary res{��#��;►���.
i� �i�' } }t4kt4l��} { �
#y {ilJ${.� �t<,r"
Add thefollowing paragraphs: �3Sx {��t,,{�,�s�j r7 `'
�,_;� ,, { ,�,l�litr ���,,',�,r� .
"All tem orar and ermanent stri in markin an������f�;'"abandonin existin sewer and
p Y P p �, 9 � , ,�„ � 9 9 (
laterals) and/or water which includes filling the exposed end of the pipe with a minimum of 2
feet of concrete and ensuring that plug is watertight and capable of withstanding all internal
and external pressures without leakage, and Class 200 (DR14) C-9D0 pipe (as required), and
couplers necessary to connect to existing sewer mains.
The contract price paid per lineal#oot for "Sanitary Sewer �ateral (Reconnect)" shall include
full compensation for furnishing all labor, material, tools, equipment, and incidentals, and for
doing all the work involved in replacing a live sanitary sewer lateral, complete in place;
including sawcutting existing paving, off-site disposal of concrete and asphalt rubble, existing
pipe, trench spoils, excavating, dewatering, two-way lateral cleanout with cast iron traffic lid
and precast concrete block (where required), lateral pipe material, backfill and compaction,
replacing curb, gutter,and sidewalk; connecting to the sanitary sewer main; and all necessary
69
coordination with City staff, as shown on the plans, as specified in the Standard Specifications
and these special provisions, and as directed by the Engineer."
306-15:9 Temporary Resurfacing
Replace this section with the following:
"Payment for temporary resurfacing shall be considered to be included in#he price bid for the
various items of work and no additional compensation will be allowed."
SECTION 314 TRAF'FIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT
MARKERS
E��tr�� r
� �� yt;t J j�{ $4�y �f
314-4 APPLICATI��,l��''�'�i�l��'����4`�TRIPING AND CURB AND PAVEMENT MARKINGS
t��t �. s
�,' �tti, �'��k�4'>�,tir�
i ,�� , t 1
�314=4:4.1 �Gen�'���'�'' `'� i`
l� s{{3{,� 2 r t,�
i
1 i3S
Replace this �°��'tion with the followir����ragraphs:
,t4xi�, ,�t=,
J :.
"All traffic �k����ing and pavement markings shall be thermaplastic and Sections 84-1 and 84=
4.t
2 of�the Ca����;� Stand��d Specificataons, latest �edition, are hereby� made �a� �part �of these�
specifications ��������t����t���y cq ts�;�����'����in, except that the minimum thickness�of�traffic�
stripes and paverri°`�r�'�t���rkint��,������ be a�=����ows�.
��� � �t,�
4 f 4}� t��� rr�t�tY i
Traffic 5tripes�—9D��mil ������ �''' '�
Pavement Markings — 1'�� mil. �`' `�{��
t
t ,
xx. 7�t �
t,,tl t 1 t',�rr't
,�t�� }, t,t 5��£�
When striping trails traffic strr`��'��>, ��1���;#���inea������������n stripe with 9 lineal feet between
each stripe�. d f '���,��.,,����<r, ;4�,�r,, ,4 r
�5��1�� x�t;
�����,��� � �
Unless otherwise directed by the Engin�{�'��l��ll new traffic t��`���ping and pavement markings
shall be as shown on the drawings L,�i�=�'����h dimensio����'�all k����-om center-to-center of�
striping. , ��tx` s t t�,�1i ��{,,; � � ���'
,
{ g��;. . ��� � # � 1 r i ��� ,� jG�? s�{�
The Engineer shall have 72 hours to review and`�'��i'�`rove all c��l��acking prior to application
�of striping and pavement markings." 1��r��,'}�' t ��f}ri�{��',{r,,.
l�jr'.t .t �s ttti�11 i,},�t�`
1''} �; �4� t}ftfi}ryy t €rt.
314-4.4.5�Measurem��r�t� 7 � ' � {��` � ���,
t i�f�;,a���'�, �x£
f,�i' ��4 3 r���i t#�l lr t G t£�,°
Replace the first paragraph with the following paragra�°���zrr�7 f= j°
"Traffic stripes will be measured by the linear foot along the line of the traffic stripe without
deduction for gaps in broken traffic stripes. A double traffic stripe, consisting of two 6-inch-
wide yellow stripes, will be measured as two traffic stripes.
Pavement markings will be measured by the square foot and will include all crosswalk bars,
limit lines, arrows, words, and bike lane symbols.
Traffic stripes, pavement markings, and permanent pavement markers shall not be applied ta
new paved surfaces until a minimum of seven days curing time has elapsed:"
70
314-4.4-6 Payment
Add the following paragraph:
"At work areas consisting only of"Replace Asphalt Concrete SurFacing," pavement markings
and striping shall be replaced as directed by the Engineer. Payment for marking and striping
will be in accordance with the bid schedule prices."
� s � �,���
;�r$�t �; � }�
� �,�itt t{ ({ wr �t� titt
�7�J}}14ii' $�ntA �tt
t t
1
�� 4�`��{}. ��t{z3�tJi
� i{� l i}t}
�$ j{
�''t'l�sl$ t' 4 a
� {,� 1 rti'�
i�
"i�t;!r� �+jft
t�J t7,' 7��tt t.
t � lti
i ��y� �s{� �ft;�'
t,
�i�si,i �
t '1
c
sti�
i�t ( +
r k iy �
t7 z
��S#t 11 J Jtf 41 £ lt
jJt)� 2 tl�js� t��t}y � }���� t�tt�t ��s
4 ��t�ftlit��s�f� a�i � :: �i{i�l�t ��� ���{S�t��}�.y
�� ��{i4r
s t�'tjt���� ����1{
44 � t{�� `�} {..
4 �: i
j�{f�? t' Y �t`
�£ � l� 2 i��
rit's�ti, 7S��t},f
4{ r cr{{ i s
tk�tI l 1 �
'<� � ,3 i �v� 1>3,ttr
{r }jir , �;I i Jt�Y f t Jj,{S2
�� �,1 , ,, � ,� a1' r>s � �� �
' '�t'tv}�,
l.;�tt { tl}�tti �l`t�
t�t1�f;t;i
t t'�e.,.r.�j,7,r" j2(.e�}ti}st��"� �E s
tj
:1 is�i j ft�
i Jt ���tt,
t��1} ri,'r t� i€.
;��,s titt� Y 43I
t } f;,}} j� j}{y k
} r�Jtt tf�s# r t I� 2�fl .
�t' 4t . i lt� }7
�� '{ . i ryrs� t`z�,� i �;t
� �;�i�� i �,1 si i��1)�Ta r' �� .
%r£7 � r t 1 i iJ ti
.�= t�zti 3t� . I«�1� �t�,,ti�t�� 4 {i�.
f .'�2r,,.,,,,t i,F.� . i G i��.
j ��{tu
t��;t! y 1
�«t � t�ly$�tt'
�j sti . � {tfx �r,�� '
i); 1� I IS' tSt t£ t i
� t 17 ' t Ij�,.,� S
rtiii4�i d{tc�t`s3�t,..�
t�7f � rl }��ty,.
ii�( 1{jltt}},t��tl.�'
1 i�t lif 7 r t7'yt�5 t rl jy,ll 4..
4}�*
��t�� �.{1 ",'7t xb..
t
�f,l�;st=,..,d..
71
PART 4 EXISTING IMPROVEMENTS
SECTION 400 PROTECTION AND RESTORATION
400-1 General
Add the#ollowing paragraph after the second paragraph:
"The Contractor shall thoroughly inspect the street surface over which his equipment will move
and only schedule that equipment and methods which will not cause damage to the existing
surface. Repairs made necessary from noncompliance, shall be as directed by the Engineer,
and the original appearance of the area shall weigh heavily in determining the extent of the
repair." 1�s�7 ,; t�t',�t,'tt,
�l�r� ;�}<, `� � 4�� �����`�
i�yjfS��t'���„'�`� ��r$i;IC}
Add�the�followin�{������l��graph�after t�����ird paragraph:�
�.t,j t�,t„ i y }
�j i,''t` ' . '�t"
°`When th��'��`ntractor is required f;�;private property, the Contractor shall furnish the City of
it4��v t S
Redding ������a signed waiver no���s�from�each of the property owners stating:
t y� �.��
t
�,�1��j, �
J herek����clare that the work performed on my property by the Contractor for the City of
Redding i��i�� been �tisfactoril�r cleaned �u�p, and that I� hereby waive any �claim for
�damages��`��`�'!`��;���1��ca������,�,���� work.,,
,��rU,�, �t s�r�.,1`t� t k� i5i}{�,t tt}iris' �t
t}'ji� � ,.` k�{
� �t t7 jn" �7y�
SECTION 401 REMOVAL� �tirl �1,�� r sf}�4
�tx,
�4 tt'� ti {1�
klt � �f L 4�'
�40�1-1 Gen�r�l� "t '` 't���`' �
�i�i�i �a�F �:tt jr 7 tty�
i{tttj � ktj fit� .
{ �t�j� x t ,;taitsF� ,i t}t}git5�lJift�y�
�Add�the��fiollowing paragraph�s, ���4�$�r'}z,,,,, ,, £,,r f�tt,<r��,rt i `�'�.; ��,
�+Yii„�...;�xtv,s�` tx�zit�,s'���.t'� i �sy{tsa .
cj�� � � t y
"In the event the Contractor proposes to d��'���`� of concret��'f}`�sphalt, orother materials at a
site other than an approved landfill, th� �����actor shall ������n wr��ten permission from the�
Engineer �of the location of �he d��� ��I�`1t�ite and p�'������ th���s�ity with a comple�ed
Su�plement�Disposal Site�Agreem,�t�����nclu��� �n th�l,���ecific����s�.
, «." i �tzti�t tt��til�} `' 4�}tl#sa
� 1�:3��t}1�yf tX ��`r� �k�
It shall be the responsibility of the Contractor to remove and ��#}��se of all r��ccess material
and concrete rubble from the job site prior to the end of ea����vork c��� ��,���s otherwise
#, ,
�� s� t r � 'o'
approved by the Engineer. ���,� ,� �r, t,�i�,�t ,$r��r�
� '",7 4 1� `� � ,,,'�� �
' tr r.
The�cost of�removin and��dis osin of the�maferi���„� ��� #' ` �}'�� '
g p g �}�;} ,� { ���J���shall be considered as
included in the�unit prices�paid for th�work, and no�����al com�pensation will be allowed
therefor."
401=2 Asphalt Concrete Pavement
The second sentence of the first paragraph is amended to read:
"Sawcutting of edges is required when shown on the plans or directed by the Engineer."
72
SECTION 402 UTILITIES
402-1 Location
402-1.1 General
Replace the last sentence of paragraph 3 with the following:
"The Contractor shall provide the subsurface installation location data to the Engineer ten
(10)Working Days prior to any scheduled excavation."
� �ir�t{u��,,,t ,
4 �� z i ti�f$4s4Frr��3� �.
}{l L}S`�<.s<t }} i f5(j l,��Pf
1r
�ir s ,t " �vi� �
'ft �t� {4j71t�
Ysity f t
f$'` },�' t�f
}iit� i
{��(iti Y I� �
� £;�y J �
,tt'�'.` �t 4 f
�` �,, t f <z};;
y fjk i�yr
t S7�Sty( '�
t
i i f�
tt�t,.
tJ�lll
�l,.t t �
tr'�t
zi� t tt� �i � yt
"1�� ��� �, t�jf� t�t}�tr � }���� t�tt�t ��s
�tir���;1 �{��f'�tysy't r :. �it 7�tt-,44 F�l�Jyl:
{n�t�� ��� z? j��,{
�{�j 1I' { 4r
j� t t�t�S 1�4({.
4 �s�{ )P"' i'�i} t.
i'{f�� i.� r� tt�"
�£ } l t�i��
1t�';Sf ti, Ii j ty;
t{ r 4X{ #i f
tk�tI l 1 �
'<� � ,3 i �v� 1>3,ttr
{r }ji, , (,I i Jt�Y f t Jj,{S2
�� ,tl 71 i s� )�' Ct4 i �? �.
t ,. 7}t�}v}J� �' ~t
�}�;i�{ tl��tti.t�l`t„ s
�
�14 ' �tlf{ft
J S�# �
i t'�eu.r.�l jt(e}�7 tt''" E s�
i�sit 7 s1
Jt tk �jt'
� , � t�z ��
��`r} 'r" '� ir�
;��s t;it Y43I
t } f;,}} j� j}{y k
y � '�tt �Ids# r t I� 2`ft .
�t {i . i lt� y
�{ . t 7}!7 t�t.� � 1 �
� �;�i.�� ` i�,l si t7�l{��T�rs }�
r!J ; 7r t � 1 i �.,.,,( iJ ti
r:£.•� t�tti 3 � I«�1 t '' �4 �i�
t �
r s s�a,r,,�,,,t r„<7 " i G t� .
� �'�;u
�7�#rz 1
��1t' �l j'�i t �
�j sti . � {tfx 4:,,,�, '
i}; 1� I IS' tSt t£ t 1
i � {t y�1 , t�itt�„y-
�rf t��s�k�i i s3�=
;1}t r{it1y; t}�tt.,l„
z i�t lit r r r7'it�t t rS jy,11�4}:,,,
4}tA
'C�t t� §{i �dt,b..
1f,l�;:t=,..,,{..
73
PART 6 TEMPORARY TRAFFIC CONTROL
SECTION 600ACCESS
600-1 General
Add thefollowing paragraphs after the second paragraph:
"The Contractar shall provide traffic control during all construction survey staking to be
performed by City staff."
"The Contractor sh�Ll,{���a,�nate a person whose sole responsibility is to manage the
coordination of ������f������}�����,���I, the traffic control plan, public notification, �automobile
removal, and�,����r�"activities ��,��ssary to minimize the inconvenience to the public. The
Contractor �����'�'�rovide a suffic����ynumber�of�workers to assist the designated person with
coordinati �`` �"�all traffic control,
(� ��� ��;�'�'i��control plar��, public� nofifi�atian, �utomobile remov�l,
and �other,���ivities necessary�to ���i�imize the� inconvenien�ce to the public, The designated
person sl����f=,be av�ilable to the ��.�ineer, inspectors, and the public for the duration of the�
contract t�(��gh the use of a cellular phone. The phone number for the designated person
shall be lis���t�n all notifications for coordinating, submitting, making changes to, submitting
proposed re'�f��'�����t��i����€� maintr��i�t��z+r�k�e traffic control pl�n and impleme�nting all traffic�
control measur�s�,��t��r:;�l t�; �}�, , � ,, {
� �r[PE� �4t�q�
StreetClosures, Detours, ,�,��`ricaales 'rl#z�,i,
�r7� Y ,t,�lj';
�3{' yts�t`�r;
The.�ontractor shall, 72 ht���� pnor to tf����,��ginni��xof any work �requiring larie closures�,
provide changeable messa��r���ards �,,��=�h er�,�l�'� ��� work area warning the public of�
ossible traffic dela s�. ` ��,$�,,''' '�`' ' ' ` ` ;`'` 't�'='tr``,
rtt , , t G
t Y�}
� � r j �#+��.�it,,.r1>' fy�y. i`�y,<< ,£ ��
fi t�; t d{ ljYt t
Full compensation for providing and mai�����`frng messag�'', '�ards shall be considered as
included �in the�contract lump sum pnca,��i�',�or traffic co�;���� and �o further compensation
,�
v�ill be allowed��herefor. +t�'3`r �'' `�4';; ;,;�<�������� �� 7 r
s� }3fl kryjt�t t z} f ,,.I t I,� 4tt t�t it
ttt 'ir t� � �u !i t
is � x} �xir# r� t �rfis�j�js;ti�'� i� .
u,��r
The Contractor shall, 24-48 hours �i�ior to the ��;�G��r{i�`g of tre���'�ng operations or paving,
post and mainfain, on all streets that are to be �worked �upon,�t����iroved "N���arking - Tow�
Away"signs at 100-feet intervals� These sign�s shall also�stat���� day,�ft���'���'�k and hours�
of no parking. The Contractor shall�be responsible to arrang�=���-,���t�����'��e moved from the��
residenceslbusinesses, by a �towing firm �having a ,;�ity of �`�t��t��h�usiness license, prior to�
start ofi the day s work. Direct charges from the to����'����r����'���'°�vehicle towing, will be�paid for�
t
by the City in accordance with "Greenbook" Sectio�`�'����`����'xtra� Work. No compensation� will
be made for delays or the Contractors efforts caused by the movement of autos from the work
area.
A copy of each notice shall be submitted to the Engineer for review and approval a minimum
of five working days before a planned disruption.
The Contractor shall submit traffic control plans for review, revision, and/or approval 6y the
Engineer. The Contractor shall allow a minimum of five (5) working days for review and shall
not begin work until plans are approved. The control measures shall be in conformance with
the California Manual of Uniform Traffic Control Devices (CA-MUTCD). The Engineer shall
reserve the right to stop any construction activity from proceeding if the work involves traffic
74
detours and/or controls that have not been previously approved or are not in conformance
with the approved plan. The Contractor shall not be allowed to claim damages for delay
arising from work stoppages by the Engineer in cases involving unauthorized or improper
traffic control regulations.
Maintaining Traffic
The Contractor shall so conduct operations as to offer the least possible obstruction and
inconvenience to the public and shall have under construction no greater length or amount of
work than can be prosecuted properly with due regard to the rights of the public: All public
traffic shall be permitted to pass through areas of work not addressed by the approved traffic
control plan with as little inconvenience and delay as possible.
/}�si4
� (Y� l� t�f{ 7 t J f�l� s
At areas of wot-�����`��f`c�r'e���':��� the approved traffic control plan a minimum of one traffic
lane, not les�l���'� �12-feet wid�s�����all be open for use by public traffic. When��construction
activities a���j�j�i��t�actively in progr���, all tr�ffic lanes sl�all be�oper� to public�tr�ffic, �During
constructi��t4f�perations, a road rr�����6e closed �and public traffic stopped for a period not to�
exceed fi����n minutes. Af�er�e�i��;,�losure, all��accumulated traffic shall be allowed to pass�
through tY�����iork before�another cl�sure is made. �
�� ;
{ f��.
Existing tra�'���t}4t�x��nals ar��i street Ii�f��C��j shall be kepf in operation for the benefit of public
traffic during�p��,����F��`��� wo��� 4 ��j
'�;}i�,,,�4.'.�4``� �`t�rl�rr4�i s ir r ttt�i��,.
ti
The Contractor shall infor�k4����1 business�� �sand abutting property owners, within and
immediately adjacenf fo the���ject limits, ab���fimpending work that will disrupt utility service,
traffic flow, or�impede�acce���`�their estab�'��l�ients {�lotification shall be made in writing�, in
a form �acceptable to the En�����er, by tl��',����ntract�l�'t least two� days� prior to�start of such
� t tt� Yfttt)y F tty4 .
��Ck. �t�,�r�t��. Ittt1 ��1 l��£ r1t��y��t��itF� ��t��ili£
" ��1 } -tft t }r �ii,�� �� iiJJif
dt{,ni��f {Sj tt.. t�il4{G
Full compensation for conforming to the re�������nents in thi'�;�'�ection shall be considered as
included in the lump sum price paid for "�'�;,���� Control" an�{;� additional compensation will
IJ@�aIIOW@CI �I181'8�01", � t,tyt�;���77���� � 'i�$xit,i�F x� t
} lxt 7f £ t� l f t� tj�� �v
itl�s.r�' �' 7t f� � �ft�71<� t � {
�Traffic�Contr�l Sysfer» for�Lane `l���sure ��'� ,,t�,,,�t,{f`t�,,, �}41,��� ,r,,t,, '
�,�tb2nk�r��'„��,.� 4 t �'
�srJ}z11r
A traffic control system shall consist of dosing traffic lanes in c����rmance������e provisions
;,, � t z,
in �Section 12-3, "Traffic �Handling Equipment�and Devices,",��;���e ������ti�``�bepartment�o��
Transportation �St�ndard�� Specifications, dated 2015� and tl��ir�t ��,���#���tiunder "Maint�ining
TrafFic""�of these�special provisions. ��� ' � f "``�
��t�l �{,����,,rt���'
�ti., i � �� {
��ts{ik t S{.,.£i7�2„�,* ,<
t 5..,�.�,�
The provisions in this section will not relieve the Contractor#rom the responsibility ta provide
additional devices or take measures as may be necessary to comply with the provisions in
Section 7-10, "Public Convenience and Safety," of the Standard Specifications.
lf components in the traffic control system are displaced or cease to operate or function as
specified, from any cause, during the progress of the work, the Contractor shall immediately
repair the components to the original condition or replace the components and shall restore
the components to the original location.
The maximum length of any work shift shall be limited to 12 hours, fram 6 p.m. to 6 a.m.
Traffic cues cceated by the work shall not affect the operation of any adjacent traffic signal.
75
Lane closures shall be made for work periods only. At the end of each work period,
components of the traffic control system shall be removed from the traveled way and shoulder.
If a lane or road closure is not reopened to public traffic by the specified time, the Contractor
shall pay#o the Agency, or have withheid from moneys due it, the sum of$200 per each 20
minutes. After any such delay, the Contractor shall suspend all work in accordance with
Greenbook Section 6-3, Suspension of Work, until the Engineer has reviewed and approved
a work plan submitted by the Contractor showing that future ciosures will be reopened to
public traffic by the specified time. The Engineer will have two working days to approve or
reject each work plan submittal. The Contractor shall not be entitled to any compensation for
costs incurred, or dama�es resulting #rom, work suspension as a result oflate reopening of
t
�ane closures , �� ,� ,�,�� t{,'{,�, x
1S i s{ '{�t4;�t�t t 4{ .
�; �) ���i£���t i1.� ,, , f ;� { t
On�e=way tr ���`};�`�'all be contro����'� through the� project �in cr�nformance with the Manual �of�
Ur�iform Tr����ontrol Devices�(���CD) and these special pcovisions.
�F�x
�5�}t� rz��Y��t:
The cont��t�� lump sum price �'���`'for traffic control shall include full compensation for
furnishing�,��� �labor (including flag��ng costs), materials� (including signs), tools, equipm�ent,
and incide���, and for�doing all the work involved�in placing, removing, storing, maintaining,
movir�g to r���ji�cations�t�replaang,j ��d disposing �of�the components of the traffic control
system and al��,��'�����'�����ation�}��j�������`���,�oordination, as�shown on th�e plans,�as specified
in �the� California l�����r�i`nent t��, r����nspor����� Standard� Sp�cifications, dated 20��5, these��
special provisions, and�as di��,�`���d by the Er�{���eer.
{ti� �t�� , �
1 i lt�� ,'.t���}ijit`
SECTION 601 TEMPORARY T�',�FFIC CONT��£� FOR �ONSTRUCTION AND
MAINTENi4NCE WORK ZONE:�� �`� ��� � t�'f �7c��'`�4
l,r � ��, t f: �� s'
�`�"�luf}a }z��E�tt���� ir�t t�i}7��(4r��{T}i
�601�-2 Temporary�Traffic Control��t���t�t����'�'CP) a r�#;"���{�`t' z�`` 'r f
, t r..� � �1
,
� �s��s � �t�irst�
t� rs �t �l
Add�the��following paragraphs: ',��,,ys� � ='��t;�
� r F s�
7 t 5�tf t)t�4 £ f/. tF t
z� � �irt�'4i �i St,� � ft t�f4i 't � �,�4c3�} .
Sabmittals for TTCP shall be consi���?�,�iwit�i�,�t� City f�������dingt�s,�;�uideline for Temporary
TrafiFic�Control Plan (TTCP) Develo �',���nt (En ������ �,,� ��ision F° `�is and Handauts Cit of
Reddinq.) ��.«�� t,;�� ��
��,�t,F� ,r
lk t t} ltiitll(y e:
)t 7 ; {4{ �i.l��,�,s .
The Contractor shall submit tr�ffic control���plans fo�r review, r����ion���,��t���""�Pproval byth��
Engineer. The Contractor shall�allow� mir�imum of five (5) �?�}��a�(������`�'for�review and��shall
not begin work until plans�are approved. The con,���jme���G`�`,��x����iall be in conformance�with
the California �Manual of Unifdrm Traffic�Control [������,._�;��-MUTCD)�. The� Engin�er�shall
reserve the right to stop any construction activity from proceeding if the work involves traffic
detours and/or controls that have not been previously approved or are not in conformance
with the approved plan. The Contractor shall not be allowed to claim damages for delay
arising from work stoppages by the Engineer in cases involving unauthorized or improper
traffic Control regulations."
76
601-2.2 Payment
Add the following paragraph:
The contract lump sum price paid for "Traffic Control" shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work
involved in traffic control, complete in place, as shown on the plans, as specified in the
Standard Specifications and these special provisions, and as directed by the Engineer."
17[t tf t {
t � j4 It� t � F�i ilf�kt
t�},t S 1 i t (.b 1 tl Sl j 1
4rs ,�F�� 1 u,., � r{stit�
r t 1# f�{a<r ��i��E ti s�
:r t't� �t" !,t i� y
�f i£c 4s'� t�ira r t
j 4 L? � titl f
�SJt3�`� �! if'��.
tf 3�#f (it)t�,.
Y ({ �� } 4
j S y �3 (�� fl
�t�st�.i t};1�,t�irtt'
�' {3 t
� i
r'
✓�t� t t�,.,;.
t J try
#j
��{k t ti J t f 41 t lt
`tl��i tz�:si}t;ts tttt}y � }���� t�tt�t ��s
)�r�r � t tilU t� t 7 it ,4 4 s�l�y�}:
�'�S i ��<=ot'„?. ,l���{''i {j�{i�4r
t�t�itt2'1� �r�+l{,-
$�l {ff,�, L 41}
S;t���$t�� #� {�.
te
t 7{;Y Y� f `
} t�t Iyl��if
$12
t4£{'�� r{i §t�1 1
y t � Y i }>35i t�.�
`;t tx`' f s{,,`i�; , ,J;,�i��
��iy t ��t �r 4 t t'i;�� t� 7 r}�t}v� � � t� 3
�� i;i�i�ttt�'��::,is,jv„��� �}al�y 4�`,�„��-`� ��t���tt; r
E �
i ��1��� 1
t
u1`!a`3,� a�z��
xy�s yr �� i
� jsz�t37:`� ��t
j�� a
�,ti�iit4t����tt .�'i;lt��}� i�fl .
� a 3 ; l.t s j�}71 ;
� t }l 4�
s}� 'V�4t£ j7�l{�� �} t }t.
''r,`�"fs�< ��lirif}fiiti j��f� 3k;�"t �41�t�
�,.���,{z ;`� ,1G;21�
�i �'���'
�7�#rz 1
��1t' �l j'�i t �
�j sti . � {tfx 4:,,,�, '
i}; 1� I IS' tSt t£ t 1
i � {t y�1 , t�itt�„y-
�rf t��s�k�i i s3�=
;1}t r{it1y; t}�tt.,l„
z i�t lit r r r7'it�t t rS jy,11�4}:,,,
4}tA
'C�t t� §{i �dt,b..
1f,l�;:t=,..,,{..
77