HomeMy WebLinkAboutDocumentation_Regular_Tab 12_08/17/2006 VILLAGE OF TEQUESTA
MEETING AGENDA ROUTING SHEET
MEETING DATE: August 17, 2006
AMENDED MEETING DATE:
SUBJECT: South Cypress Improvements
COVER MEMO ATTACHED: Yes
RESOLUTION OR ORDINANCE NUMBER: 99-OS/06
ORIGINATING DEPARTMENT: Utilities
DEPARTMENT HEAD APPROVAL �, C^-'� —
FiJNDING SOURCE: 2006/2007 BUDGET
ACCOUNT NUMBER: 301-320-663.660 - $35,870.00
ACCOUNT NUMBER: 401-411-663.613 - $75,940.00
ACCOUNT NUMBER: 403-320-663.663 - $519,210.00
CURRENT BUDGETED AMOUNT AVAILABLE: N/A — Will affect 2006-2007 Budget
AMOUNT OF THIS ITEM: $ 631,020.00
BUDGETED BALANCE REMAINING: N/A — Will affect 2006-2007 Budget
(PIGGYBACK CONTRACT NAME AND #
OR
COMPETITIVE BID FOR ANYTHING OVER $10,000 — ATTACH 3 BIDS)
APPROVALS:
FINANCE DIRECTOR
VILLAGE MANAGEl�, -.
►. J I��- .,<<� ����. � �1; �,�,;,��. ��,�<�;
VILLAGE ATTORNEY (if Needed) Yes No
PLEASE RETURN TO VILLAGE CLERK TO PLACE ON THE AGENDA
� . �
r �°
a
��
:�" s �
s
.�, : _ <
TEQUESTA UTILITIES
•f�
�� '�- a MEMORANDUM
� ;�
� ; ;;
�� ��
TO: MICHAEL R. COUZZO, VILLAGE MANAGER �
FROM: RUSSELL K. WHITE, PUBLIC SERVICES MANAGER �"�
SUBJECT: SOUTH CYPRESS IMPROVEMENTS
DATE: AUGUST 9, 2006
As you know, on June 29, 2006 we had a bid opening for the above referenced subject.
We had two (2) contractors bid the project. Rosso Paving came in at $758,404.30, and
Chaz Equipment was $722,690.00. (copy attached)
This Capital project consists of new drainage, water main upgrade, street lights and
paving. We are also adding landscaped center islands. I have attached a copy of the plan.
The business owners are contributing to the cost of the landscaping on the project.
Over the past three (3) years we have been working to get this project done. This year we
budgeted $250,000.00 for this job. As you can see we were way under on our estimated
cost. After talking with various contractors, other municipalities and our engineering
firm, the current construction costs have skyrocketed. This is happening all over South
Florida and the trend indicates that they will continue to rise. I have met with the Chaz
Equipment and Arcadis to evaluate their bid. After these meetings and review of the bid,
we have been able to reduce the total bid price down to $631,020.00 this reflects a
reduction of $91,670.00.
In order to fund this project we will have to amend the FY 2006/2007 budget. I have met
with the Finance Director and the Public Works Director to discuss funding. The
following is the breakdown of the different components of the improvements:
• Stormwater: $519.210.00
• Water Utilities: $75,940.00
• Public Works: $35,870.00
.. �
If Council approves these adjustments during the budget workshop on August 15, 2006,
I will bring the bid award to the August 17, 2006 Council meeting. I have spoken with
Arcadis and we will give Chaz a notice to proceed on October 1, 2006.
The South Cypress Drive area is in dire need of these improvements and i feel that this
will bring it up to the standards that the Village has set to keep our town a great place to
live and work.
As always, feel free to contact me should you have any questions.
2
RESOLUTION NO. 99-05/06
A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE
OF TEQUESTA, PALM BEACH COUNTY, FLORIDA, AWARDING A
BID TO CHAZ EQUIPMENT COMPANY, INC, FOR SOUTH
CYPRESS DRIVE STREETSCAPE IMPROVEMENTS IN THE
AMOUNT $631,020, FOR WORK TO BEGIN AFTER OCTOBER 1,
2006 AND PROPOSED TO BE INCLUDED IN THE 2006-2007
BUDGET WITH $36,000 PROPOSED IN CAPITAL IMPROVEMENT
FUND #301; $75,940 PROFOSED IN THE WATER UTILITY
FUND #401 AND $519,210 PROPOSED IN THE STORMWATER
UTILITY FUND #403, SEE ATTACHED EXHIBIT "A"
INCORPORATED BY REFERENCE AS PART OF THIS
RESOLUTION, AND AUTHORIZING THE VILLAGE MANAGER TO
EXECUTE THE APPLICABLE WORK AUTHORIZATION ON BEHALF
OF THE VILLAGE.
Whereas, The Village of Tequesta seeks to enter into
an agreement with Chaz Equipment Company, Inc. to
complete South Cypress Drive Streetscape Improvements
as detailed in attached exhibit "A", which becomes
part of this resolution and;
Whereas, The Village is proposing to include this
amount in the 2006-2007 Budget as follows:
♦ Capital Improvement Fund Acct. #301-320-
663.660; Cypress Drive South; Streetlights;
$35,870.00
♦ Water Utility Fund Acct. #401-411-663.613;
Renewal & Replacement; S. Cypress Drive South;
$75,940.00
♦ Stormwater Utility Fund Acct. #403-320-663.663;
Drainage Improvements; $519,210.00
Whereas, This work will be started no sooner then
October l, 2006 and is therefore proposed to be
included in the 2006-2007 Budget,
NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL
OF THE VILLAGE OF TEQUESTA, PAIM BEACH COUNTY, FLORIDA,
AS FOLLOWS:
Section 1. Consideration to award a bid in the total
amount of $631,020 to Chaz Equipment Company, Inc for
South Cypress Drive Streetscape Improvements with funds
proposed to be included in the 2006/2007 budget, for
work to begin no sooner then October 1, 2006; as
detailed and attached hereto as Exhibit "A" and
incorporated by reference as a part of this Resolution;
is hereby approved and the Village Manager of the
Village of Tequesta is authorized to execute the same
on behalf of the Village.
THE FOREGOING RESOLUTION WAS OFFERED by Council Member
, who moved its adoption. The
motion was seconded by Council Member
, and upon being put to a vote, the
vote was as follows:
FOR ADOPTION AGAINST ADOPTION
The Mayor thereupon declared the Resolution duly passed
and adopted this day of , A.D, 2006.
MAYOR OF TEQUESTA
Jim Humpage
ATTEST:
Gwen Carlisle
Village Clerk
, •
' `` � �,�,,�,�:��
Village of Tequesta South Cypress Drive Streetscape Improvements ��
Original Bid on Thursday, June 6/29/06 from plans dated June, 2006
�' Revised Proposal w/ value engineering changes per pians revision dated 7/27/06
Proposal from:
Howard Wight
Chaz Equipment Co., Inc.
3180 Fairlane Farms Road, #1
Wellington, FL 33414
Phone 561-333-2109; Fax 561-333-2180
Item # Description Qty Unit Unit Price Total
A. General Items
1 Mobilization/ Demobilization 1 JOB 50,000.00 $ 50,000.00
2 Clearing and Grubbing 1 JOB 60,000.00 $ 60,000.00
3 Maintenance of Traffic (incl. pedestrian MOT) 1 JOB 15,000.00 $ 15,000.00
4 Top Soil 0 SY 15.00 $ -
5 Sod (bahia) 0 SY 4.00 $ -
Subtotal A, General Items $ 125,000.00
B. Demolition
1 Catch Basin Removal 4 EA 1,150.00 $ 4,600.00
2 Drainage Pipe Removal 250 LF 30.00 $ 7,500.00
3 Utility Pole Relocation (Allowance) 1 JOB 10,000.00 $ 10,000.00
Subtotal B, Demolition $ 22,100.00
C. Road / Drainage Construction
� 12" Stabfft�cTsubgrade (48-L6R) - compacted 3900 SY 7.50 $ 29,250.00
to 98% T-18�
2 8" Limerock/Coquina/Crushed concrete base 3500 SY 19.50 $ 68,250.00
3 1 1/2" Type SP 9.5 apshalt 3500 SY 13.50 $ 47,250.00
4 1" Type SP asphalt 0 SY 9.75 $ -
f '
Village of Tequesta South Cypress Drive Streetscape Improvements
Original Bid on Thursday, June 6/29/06 from plans dated June, 2005
Revised Proposal wl value engineering changes per plans revision dated 7/27/06
Item # Description Qty Unit Unit Price Total
5 Type "D" Curb 1200 LF 16.00 $ 19,200.00
� ;� �� � s ��� 3 ;%� � � � �:� �
6 � Q =��� �� � a$
} -� � �
� - . � �� £
.«, , _" � �;� � �
� �> � -
_ „- ,
-� ;�: � �= �,.,
� F ��
7 � � � �� �. � .x„ g �4�i��i
r_�
8 Drainage Structures
,
4 i< }' ` � �t,t� - �s<� � - :
'� �� i „�� ' � �� i - Y- � R� � 3x �� -'� � SN : =
; -. � � - I 4 i� .� � �' : �' - � ��� ���� , �
�5. c Y5� (y }�
_ �_. .:a ., -
� '; f �.; l ._= i� . 5� �� :ti sF': �# i$ ��„ s il� ii �/
� , �.9 �'F �� n� ..� 'i ,ww� � �,s.,
�. , � ��� � L . �� � �
°
� � .k.,"` v a r ka. : ay z- � t � b ,,
� � { ".�"+L� .�� � i Y . `.� ,�"; � - � � _ �; d � .�.�;.
.s,-�.: r ` `-: , � 3 � -: w�.,.x.,..a,.. . �_u ' $n. .v • �: ) � , h'�
� �
q 'e : 4 -"� e. - nj ; � : x
� � � s �� �� :� � � P �� a. �1 � ;V��`� � �
.
h
e ' +,�
s -
� �, fi ��� . f.t..� � .. . �r �.;. : s '- .. .�..k;.., �, � � ����,r� �C
v .u,. ,. : � . .,. >� . . . � - '- "
�e.� ,� � . � � �+ � "�" �. :� � �9 � : � �. - � �y' �'�
¢���tT � �Y��� °� � � ,� n�� � ➢ ✓f � ; �` � Y;��''�. �� 8r .� � : �����
Ef
�+' ,� i' /„ Y,s�.:; � . 'S �/ y�, ,�4 � �/ e �.,.
sx `�� r � / - ��`�'�° : � �� ��y s�' � � � tT' � : � ��
_ �
� _ � �,� ��" � � ,� :
r „ , ,�
� �
�a �,, ,..._ . �� , � . .� �"��:�_ �a��, . . , ��� ��. . . _ . � _ .: � d. .. _ . .,,.,. � , � . v�, . �,,..;. �,
9 RCP Drainage Pipe
a. 30" 580 LF 140.00 $ 81,200.00
s� �� � .� > ��; = � � ��_�;
3 i �" >�. � a� • � � . z"` �'� a� ' � � , f� ,:u � ` � ,� ��i
.� � , , �_, v,
a
� = � � �A.:.= ,.�„� M, .£, . ,,.= <�� .�::�s .: �' .+._ �� . �� � ;•. � '�s... '�'h�Y s -'s� :. �
10 Concrete Sidewalk (4" thick) 22 SY 75.00 $ 7,650.00
11 Curb Ramp 2 EA 500.00 $ 1,OOO.UO
12 Roadway Signs 1 JOB 1,800.00 $ 1,800.00
13 Pavement Markings / Markers 1 JOB 3,000.00 $ 3,000.00
14 Connect to existing 1 EA 5,000.00 $ 5,000.00
15 Concrete Driveway / Road 300 SY 82.00 $ 24,600.00
Subtotal C, Road / Drainage Constructio $ 372,110.00
D. Watermain Repiacement
"" a =`: � �_' s , _ ,� � D �.F
q �' � - t;"
2 RSGV
� � <� ,�
�
k :,�� . x� ` , � ' � � � 3
� ° � ,s � �' -'�£ �s , � r� � � : � tr� .��a.,
;�" � "� : � , v�"` � � S 1"��„y l "�� `` ' ,�� � `�w°� �,�,� � � '�s�Y � _ � �:
; l �
°" : -,� r�.,� f� _ � � �� � � �- tsif �' ' � � �� � �t � '-
,��-_' ibi rv ` ,,, � , r�. r, /r,� .'?� . :. i:
3 Fire Hydrant Assembly 2 EA 3,750.00 $ 7,500.00
2
> �
Village of Tequesta South Cypress Drive Streetscape Improvements
Original Bid on Thursday, June 6/29/06 from plans dated June, 2006
Revised Proposal w/ value engineering changes per plans revision dated 7/27/06
Item # Description Qty Unit Unit Price Total
� ;�
4 � �; r � "�� � �� � �
F�; r� :� � �i� �, �s � � �rx. � � za� s
5 Main Connections 2 EA 2,700.00 $ 5,400.00
6 Sample Points 2 EA 660.00 $ 1,320.00
7 Relocate FH (sta 74+00) 1 JOB 1,680.00 $ 1,680.00
8 Water Services
a. 8" x 1" Saddle 8 EA 270.00 � 2,160.00
b. 1" Corp 8 EA 50.00 $ 400.00
c. 1" Curb 9 EA 100.00 $ 900.00
d. 1" Poly 520 LF 5.00 $ 2,600.00
e. 1" PVC sleeve 110 LF 15.00 $ 1,650.00
f. 1" U-branch 1 EA 180.00 $ 180.00
g. Meter connection 9 EA 750.00 $ 6,750.00 '
Subtotal D, Watermain Replacemen $ 75,940.00
E. Streetlight Conduits / Sieeves
1 2" PVC Pipe (FPL to provide materiafs) $�5 459 LF 15.00 $ 6,750.00
2 Pull BOxes (FPL to provide materials) $350 16 EA 350.00 $ 5,600.00
3 PVC Sweeps (FPL provide materials) 16 EA 25.00 $ 400.00
3=- - ;;,<- ; s s �° � _ �
4 � � ' � � � , ��i�t Y "���
. ,��. �
Subtotal E, Streetlight Conduits / Sleeves $ 35,870.00
� . � `�
Total Base Bid (Items A-E) �� g�q� ����
�. �.;
��: � ;��
Item 63 is being bid as an "ailowance" item. FPL could not provide a price for relocation of these poles.
The $10,000.00 bid price is offered as an allowance for which the actual amount charged by FPL(may be
more than $10,000.00) will be credited again
3
• � � ' Ch. .L EQUIPMENT COMPANY, ING
r _
l ''�� �1 !. 3�460 F�irlane Farms Road
(� �� � 1 •` ) } '' 3uite �
..- , �. �. W�Ilingto�,, F�, a341a
-% . : >/ ;��;J ��. :
f I of Tequesta South Cypress Drive Streetscape Improvements
G
Item # Description Qty Unit Price Total
A. General Items
1 Mobilization/ Demobilization 1 JOB 50,000.00 $ 50,000.00
2 Clearing and Grubbing 1 JOB 60,000.00 $ 60,000.00
3 Maintenance of Traffic (incl. pedestrian MOT) 1 JOB 15,000.00 $ 15,000.00
4 Top Soil SY 15.00 $ 7,500.00
5 Sod (bahia) 600 SY 4.00 $ 2,400.00
Subtotal A, General Items $ 134,900.00
B. Demolition
1 Catch Basin Removal 4 EA 1,150.00 $ 4,600.00
2 Drainage Pipe Removal 250 LF 30.00 $ 7,500.00
3 Utility Pole Relocation (Allowance) 1 JOB 10,000.00 $ 10,000.00
Subtotal B, Demolition $ 22,100.00
C. Road / Drainage Construction
� 12" Stabilized subgrade (40 LBR) - compacted 3900 SY 9.00 $ 35,100.00
to 98% T-180
2 8" Limerock/Coquina 3500 SY 19.50 $ 68,250.00
3 1 1/2" Type SP 9.5 apshalt 3500 SY 13.50 $ 47,250.00
4 1" Type SP asphalt 3500 SY 9.75 $ 34,125.00
5 Type "D" Curb 1200 LF 16.00 $ 19,200.00
6 Type "F" Curb w/ 6" rock curb pad 750 LF 25.00 $ 18,750.00
7 Valley Gutter w/s" rock curb pad 950 LF 23.00 $ 21,850.00
�
� �' GHA2 ..�tU1RM�N7 G�MPANY, �i�i.
�60 ��,itlene Rttrt�s Road
Suit� 8
� , ._
Item # Description Qty Unit Price Total
' : 8 - Drainage Structures
a. Inlet Type "D" w/ J Bottom 1 EA 7,700.00 $ 7,700.00
b. Type P-9 1 EA 8,300.00 $ 8,300.00
c. Type J-9 / Conflict Box 1 EA 9,500.00 $ 9,500.00
d. Type P-4 2 EA 5,300.00 $ 10,600.00
: e. Type J-9 w/ 2 F and G sets 1 EA 8,500.00 $ 8,500.00
- f. Conflict Boxes 2 EA 7,600.00 $ 15,200.00
9`' RCP Drainage Pipe
' a. 30" 580 LF 140.00 $ 81,200.00
b. 18" 85 LF 50.00 $ 4,250.00
10 Concrete Sidewalk (4" thick) 100 SY 75.00 $ 7,500.00
11 Curb Ramp 2 EA 500.00 $ 1,000.00
12 Roadway Signs 1 JOB 1,800.00 $ 1,800.00
13 Pavement Markings / Markers 1 JOB 3,000.00 $ 3,000.00
14 Connect to existing 1 EA 5,000.00 $ 5,000.00
15 Concrete Driveway / Road 300 SY 82.00 $ 24,600.00
Subtotal C, Road / Drainage Construction $ 432,675.00
D. Watermain Replacement
1 8" DiP 950 LF 44.00 $ 41,800.00
2 RSGV
a, g�� 3 LF 1,200.00 $ 3,600.00
b. 6" 1 LF 925.00 $ 925.00
3 Fire Hydrant Assembly 2 EA 3,750.00 $ 7,500.00
4 D.I. Fittings 2000 LBS 3.00 $ 6,000.00
�
�
� �H .�I�iPM�NT COMPAM�� ii�� •
► w . ��0 t��trl�no Farms Fio�
$uite 8
NY��llt�q���! (�t 334t�4
Item # Description Qty Unit Price Total
5 Main Connections 2 EA 2,700.00 $ 5,400.00
6 Sample Points 2 EA 660.00 $ 1,320.00
7 Relocate FH (sta 74+00) 1 JOB 1,680.00 $ 1,680.00
8 Water Services
a. 8" x 1" Saddle 8 EA 270.00 '$ 2,160.00
b. 1" Corp 8 EA 50.00 $ 400.00
c. 1" Curb 9 EA 100.00 $ 900.00
d. 1" Poly 52� LF 5.�0 $ 2,600.00
e. 1" PVC sleeve 110 LF 15.00 $ 1,650.00
f. 1" U-branch 1 EA 180.00 $ 180.00
g. Meter connection 9 EA 750.00 $ 6,750.00
Subtotal D, Watermain Replacement $ 82,865.00
E. Streetlight Conduits / Sieeves
1 2" PVC Pipe (FPL to provide materials) �15 450 LF 15.00 $ 6,750.00
2 Puil Boxes (FPL to provide materiais) $350 'I6 EA 350.00 $ 5,600.00
3 PVC Sweeps (FPL provide materials) 16 EA 25.00 $ 400.00
4 3" PVC sfeeves (contractor supplied) 2200 I.F 17.00 $ 37,400.00
Subtotal E, Streetlight Conduits / Sleeves $ 50,150.00
Total Base Bid (Items A-E) $ 722,690.00
ftem B3 is being bid as an "aifowance" item. FPL could not provide a price for reiocation of these poles.
The $10,000.00 bid price is offered as an allowance for which the actual amount charged by FPL(may be
more than $70,000.00) will be credited against the Allowance item and requisitioned to the Village.
�
�IRC�IDIS - BID TABULATION
� , ,E � . � �,: .. -w
. � ,1,,.5... .. . .;;'., ,� ,.. - 6,Ee., t 1 R�. ,.. r . , k � ��.a� �r . ,. AJ� .. .
. 4::'K .. .> >. �t . J.0 ..... �.r,,. .,.. ...� . .. �""��Y.. .�4 ,... .. 'YJ. . �'-�.r , .�{.F. P 4 ��::� E '.."»�e �.;,; .. ��.✓ ...: .,_:��� ....:.,�.:.
.f.rl�.. .f n . �.,,. 4 e..�. ,�:,: ,. ..� ,w .n.. .ei..... m' .< .<, i ��. � x .�. e.. �Y r� ...� . ,TY. ...nY,S' n. .i.... n.s. ,5�
�,F e.c � t .I r r .x; �+ {�� ,�'.�a,. :ka: '��.. s� �'����., a t„�.� �. ���,y y��y ,�y��
f'ff€Y M. 8... .�.�'L ��r ��.. K. . �.C ` M' , ,, .P� '�4 �br.- a if.t )� I;��
'5-'�'r�r . �v. 1....�Y.W i lN� . !''� C Hr� ."t r� ' �I�' �S� �i . . ..
"t� :'. N�. . �A �' `, �.,�. � y.. n� � �7 ( ' i¢Y" ;Sl+` ' .'Y.' .r�sl . 3 7 4 � t� i ttf;. 'A:. P hAt"..
E:<,N F n'�✓,v h �'E. .+��h h �, `�.` �.��'yr`� �, i+? z9.. . A w- f��F g' ..11'. W� „N' s�
R �� �. 3 �. »;� �`�,>,� K. .'4 ,r,�u� � .:d-. � �r $ � '« ,n wd� t.' v ..w� �:L� : 9 . r a �
�. � , 5. Y. �?*.� �u .3�[.! "�;�.�.. wn.?�>.�...�-� �
�# a a� .�e' �"'-. �..a �...� , �.> .�.. � ..�e„� �{�� ,..w . . Ir<` x s�
�. ��.�" ..1�.N< .n.. Y.. ,s., Yd:. -
n w.. ,S?'&.�., d . f� .:�
« s � ^h? , ��r. :� , t �} t .�e �;�
t . ,� ..a � fi-. �. -E%;.L �t� s.a.}"'
w �e
>
, o .; , �,-'� � '`¢
Y.
wU... �.,��.z; -:� X. . t . �" 1. j � .. �d 1 a� �` a :-
� .y. a
� � f �i' 1. +E .: {:��tP . 3Y Yi '�
, .......,..� ? .u%" a.:.0 : l 1r .,.e. . .. .'... (� .. �� �" i . x � . .u. . � . i !'..�� . . J P., � , � ..: � � :.. � y�'��N��� '���.�� I �e"» a SX .. � ....lv'. .
'i ..�d .. w , � t � � ,��.� . M� ... �.. �� � 2. �'� � ,. *X 1 p� .. hr� �: �: : e�.. .
� _
. M
�,: 'k�.� ✓. tipi P 4 A.4 , "i C � -
�: �'''s 43` a 5 � � �f -c, . ,� �'... +., t„ , a t . k'. �: A�zz - $�h
�
,,�
a
� s �
� e;�l �' �z � t i � �t. �
. �.
a �. � �� �: � �� � . � � :6 ' �' � i : : 1 � �, �e t u..
,. .. v .; �, �: � . _ . . , ,;, ?� � -. .� . .. � .�. .�, ,:. �� �, � �. , �, .�x� »,�k.: � , z � > � „� `�>
.., b. .r �, , ; }3,�. �' �. �''r. . ��*.r s.�. . .:��. � v ..o -.:�.�+� � S�. . �:la "� J . ,..�;:
, ., . r .,. .:�r � ,.�„y r�: ..� . , .6 ... � �. �,.,. . , . �, :., , ,�' . .� �. 'L .. w `� r �_a. .?� �
...X .�.%&3` E Ka +; � .�;; . a. . w'� l�� ' E �`•w<a��t�� .� �' � . >�.�, .?'
�... .... °� J ;.... , .:r� � $.% � N., P ,..+^.;..�: , . x`M. �.. .aa� ... �i1 ., . � � ,,,� . � .. , � .. ^ . . - 9. .: :�.. �� ' . �, �, •.. , , , :1.. �1 :, k
:a:�. � , � , . .. �. ; , . �, r '`' ' �::: � .:.-.. ��� � . n-. > , �� .C,;�.a
'�,�Y�� � vv a r.��,,. s' �' . d�k ..,. �' .u, u..,.. , u � ' , , .q.. . ,.. ,: � �1:�. . .. ��. : � . .;.. n � ; � . , . ..i..`3 .. . �_�c . ,Y. .w. ,. �a�, s :;5.: v .,�, t"a��: �z '� „xt, o-�� 1 , z y'
, ,. ... s :*-e v�.0 r �. � ��. y , n. : �.�� t .�.. ,, ._ „ � .. p ,.. �. -� :n.. m ��",,,w'�, . 2. . . ... . � ... � . �,. • �, �,. .. . �� . � a , � .... . .J _ i.,. . �' -��' . �. +,4� � � ..x � :. ,1 , r�Z ..�i�:.��.
, .. .:. .�'J y ..�` � S. �,.... '+��`�.w'. a .. . � .. , � „"��" < 3 . �. , :. Fs , � : . ,, :: . ��. . ... ' ,. .. +, ...> �'.. � "u"'" r �:��' ' `'�Y 5 . t�";.a > ..:z,.::, °? .. ..,� �`� "°+�- � �.�a. . .:,�.,.n-
.. a�:..�, ,�,,�' .„ . :...;., ��.. .d , C 'is� �,,- r *��C�" .,. .... N`�'. '".n < .r e. . �• . . . �.. � , .n.. � � . ... ,�.! ;?..:. .� t.. .; �&,�*f . .., , . ?�'� 4 . '"Xk � -
4 .....nr.,. . „ s . . � ..�. » . ...... .. .. .. � �:.x.,r,. �.. � , , ..�.,.. . .. , . , �� �� A d� . ;..." , � .: � �., . ... . .. . - �... :+P �. ,. :.:, x �..�; a + �a.�.._�.. `� .. n. 8�. � .. � �. S .n u , .�,�t
q .,.c, � r .�..a :� �nex�., c. ,..n. ,�a�. , .,,a� - ��. ,x, n E.t.�..5.�t� wi,'a.,+� s �c�..�.
�,�.... . ,. ( <: ',. :• u . "'w. , . A �. �. x ..,,� :. . , .._ .. . .� � ,. �� , . �. . .,,�! a , .... . . .,. �s . �w ..-. . „!57' �i n J 4
... .... . .... . . , . ,�:y... ,. . . , c,,. ... ,.. �.., . 3".v � ,.. .'.,.�,�.. � . . . �s��. . , �;4".' a , .�. , . d�'e,.. �. .�"'. . .,,.... � : �� , r�:.^
f?..�, „S .... .:<.F a ....ss .�. .,.,?'.�,.rM',�``'o- .,,.,. e . ����.w ,. rl.. �� . ...,r. . �y . s . ,. .,. , . . µ,,.... .. . ..., �. .?�. ,a. �. � ��Sq. �d:� ,, a, a ✓ ��xa�. a �a. "B�:" s . -��.;q�
7" K. � � f''� . l. .'J� �;'.�.e� "F.� .r . .., . . .. ... '� Y . ...... .�. ik �. S'J .. .. .... : � � . � 3... . �.. < �� .✓.•F �r . � w�,`S. ....� , a��fN( � .. �:. �' �d �. �. � � .P, .E S �"` �
R .
„2..�:-,,_�.m� � ��.. \^� ,�..- -� �s. ��.r...� � :s>�, . � :�.. , ;, �. ;. ,. 'x . � , . , ., <� � . : ��'�n�` a .��...� .`4 � � .?' --�u �'� "�.�:°
, .:�nm. r�. �es:;:� .� , .. 'w �,�?....r�' . , .F. a :�. �. a ... ., �,.: r . „ ,. . , ., . , .��..� .��, ,�.. .,�` .: ; ;.��.. v... �..., r ��'.Na. �, .�s,.�.-.. . s;�. t
. �.�..?�^... ...�,«..4 �h �$1.� „ �, ^` ,fx ... � .. ,'. .� x,,' . ,.x . � � � . ..�� . . 5 S ,: 4,,, ;. . .. �
� 5� .. a � �C ,E. � nLj a a� SrA^��� �.�.. �< '", r . �' En^� c �$vn s . � _ ",»v a+ � �x c '�f h �'�'d� � } S"+�. ,
. �:rt � € �.. , tl. � ... �..�.a ¢ .,:-� �' �� °. t,. �p ,:;., .;..'... " , , � .. -„ . .. •. ..� . ',. .�n �.� �. � �,., �
.t�. t .5�'S .,' �: . . a. . < .<.
. , ,,� ....:... .. ..: .... ,... . , . �, . ., . . :w,� . ,.,, . . .. . . ., . . .. ; .:
+ . }, ..,. 'h' <. ,.. . � ., ,... . . ., ... � ...0 � . - , . .: .����� '�� x , s:: 'MU-q .Y: .. i F � �'} ,
�,..„...... .r �. .,... . n �.i. ,. �....., ,... .., „ ., . .W :u. .,...,�. .;;::
, .,. 'E��C.S. ::. .. ..,. a , ,.......G. , � ...i �a �. .a�. ., �.,� � ��, �...tt , ,���, . ,� �:. D- .S .a.�t�... ., . }
�. ..v.. .< .�v ':4.r F�e,. '�k n .. ��,. � ssn...., cR.;.;:,..
,�...u. F �� �^m�,�..,Y E.'� .h� ,,,�. , ., ,.:, r,,.. ., x..�,..�r;.- .��...,. ,. �.. .,y .., � .� ,,.,,. r< r .�.�, �
.x. �a. �Y� '� '� �n.., �'��. .'d ,sz x � �.-��. .m..
a �a.,,. r .� r � �.:�.,. "�� I �.! ,. ,. r:.. .. . m: ... �,.at:m :C��. �. �. : :.. 'q -. �. . .:t ..� �. . t' . . , r . � , ,,:.�^.:�. ....,,, . : � - :�r: ��! .r. , �S . .� S��'��. �
„ ... .'?k'r ttr�� �� ., o- s .:r .<€� , . - �n.: . .. �. , � .•. �.:�� . , . , ��.;,�. � �. �,1' ,., � �' .,,.<:�, n,'. . �'"� :��;. � t% .:.., . � �.;£- s � a:.
.„ �.,:,�., .. �, . „.�;.. . s s .„..: ._ . .,.;4„„ ����.:. �F."� �.�� ..:y.. � �Y3,�.1 ..,., , an.. � � . � .. ; . .... s�s,°�, �..� � � , ...�;. . ... , tn �.,a'� d �.. r � a t +'� '� t. k . i � .s . r .�,�;,
< ^ ' �,+� ' `� �✓� W�' � , rs�.. � a� a �. �s
d K�r� ��kr> . w,i� �''':� s, !t ��;` . *`'�^. . . � "5 ..�t c �� ��.�k'��"
. � �s �...�'� �. . :�,: x �.. �.:r � �a,., �' �.:,�5 +� �'�u�`� �` �S �s �. E z ms - ��;s �: nr �,. ; 3 :
����y�,�., �?- � ;� >�,� �.,59:'��a^`�„ x+ u� °�, � , a '°�. a.�a� 3 ;N. � h. .'�f_a S'y..,. <�`.
. t �. ,.x �e . �,a�., .:��r;u� t,;: �: i• � �.:: w �. ,. �fi� ;�,:� � 3 � � ,..s,�� "€'� ..; ;.rr r,� 3. a�t.. . � a�;,.� . �
� �i . ;°�� r . , e... ,. a n+�<:� a ...�,. .��� g r.:S . �' . ✓ . Y , �� > . �K�
*`� ,.��•a .:;. � t .. �..�� � �.. •`bl'...!.� r ..: !:� < .k'�a. ;� . � � ,,:�s{..,. �,.. , ' � ... � , � '.�� , . � ,� x , ; ... � -„ ... :. � � � '�. � . . �� � �t.�'r F ;s i � ��: � h ... �,. �>,.e�
��„, as.�,n z�'.. �>.�.... . ��..,, ��a�., �t ��.'rt�,.� * � .rat�.� �'��' �..�.c '�a?s§ �� � ..�r : m �� *� ua�.�� :�� s��.^�4, , dw�`-�'
BID OPENING: June 29, 2006 TIME: 3:00 P.M.
CONTRACTOR �DENDA BID TOTAL BASE BID ALTERNATE #1 ALTERNATE #2
NOS. BOND
�� S� � � ��, �-a � ��
C�-{ ,� Z 7 2 2� �� �
:
1
, STREETSCAPE IMPROVEMENTS
�
FOR
PROJECT
LOCATION TH E Vt LLAG E OF TEQU ESTA
PALM BEACH
COUNTY
BEGIN PROJECT
SOUTH CYPRESS ORIVE
. .
.. . .
�
p � �! ����
� e � / HO O O � � � � \ icacsTn .
� ��,�011� � � l N I UUULJ� r�x
5f 1�
�
Q
remr. '�
� 708 � 707 � a O �� �
b
� {� , � J �� � € JUPPPER n ��" � � � _ �, INDEX OF ROADWAY PLANS
v Jonothon Dickinso fi � � r
Stote Pork
� P � ROJECT ISLAND ri o � � SHEET N0. SHEET DESCRIPTION
� 4
,� LOC�ATIO Q �O �❑ ,�,,, a� � 1 COVER SHEEf
� �'�- u � o rl� � � � pD� p B �� a � � z 2 TYPICAL SECTION
� O +��� el t � � a� p� '�O�o � 9 4-5 PLAN & L P O TFI E & D E T A I L S
� Q
N � �� � '�n �� � 6-8 LANDSCAPE ISLAND DEfAILS
/ MAR'fIN COUNIY
� 0 91 95 � eEacH courrrc
9-10 TYPICAL WATER DEfAILS
0
Q TA 'V \� � 2 pAVE ENT c MARKINGS T & S GNS L
N N CO ° 707 � A+�
� PALM BEACH ourm ;.�;� J U P I T E R F v� P��
��'�MA
a INDIMlTOWN RO O �r � xi� ''�'F'
3 ¢L R� GOVERNING STANDARDS dc SPECIFlCATIONS:
° 706 INDU�rowrr
i ��� FLORIDA DEPARTMENT OF TRANSPORTATION
E� — � 809 ROADWAY AND TRAFfIC DESIGN STANDARDS
�� � ,� JUPITER � AlA LOCATION MAP END PROJECT DATED JANUARY 2006, AND
i a � � � e � e FLORIDA DEPARTMENT OF TRANSPORTATION
� SOUTH CYPRESS DRIVE SfANDARO SPECIFICATIONS FOR ROAD & BRIDGE
ai i 91 � � CONSTRUCTION DATED 2004, AND
Na p � 3 1
� � � p � S 95 o VILLAGE OF TEQUESTA ENGINEERING, PUBLIC WORKS
a � � JUNO AND UTILIN STANDARDS AND SPECIFlCATIONS,
� Q Q os�pointe LEPJGTH OF PROJECT
o� �_� coonery oawao rtoss RD $��g IATEST EDITION.
;i af� € p a �� eo�; CYPRESS DRNE TOTAL
`y Q S � n ork LINEAR FEET MILES LINEAR FEEI' MILES
E o 809 � ROADWAY 826.00 0.1564 826.00 0.1564
+=z � BRIDGES 0.00 0.00 0.00 0.00
dr � Q NOTE: THE SCALE OF THESE PLANS MAY
o 1 P �'� �" NEf LENGTH OF PROJECT 826.00 0.1564 826.00 0.1564
s �< GARDENS P a w EXCEPTIONS 0.00 Q.00 0.00 0.00 HAVE CHANGED DUE TO REPRODUCTION.
�
'�R GROSS LENGTH OF PROJECT 826.00 0.1564 826.00 0.1564
� VICIlVITY MAP
�o
N �
� E = KEyp� � PR0.IECT M!JlACER �EPARTAIENT MANAGER DRAWN BY CHECKEU BY
° v � � AR�ADIS VILLAGE OF TEQUESTA HE�i Tn HUDA T. JENSEN �S� STERN T�E ENSEN
� Z � ARCADIS G R Y INC. JUNE, 2006
2�, Y�, P,�., SOUTH CYPRESS DRIVE
Qj 7/27/O6 VALUE ENGINEERING Wast Pulm &ceh, FloriCa 33411 COVER SHEET ��ECT NUMBER DRAMING NUMBER
x' g r�o�' F°x: ss�-ss�-nsi S T R E E T S C A P E I M P R O V E M E N T S R F 0 0 5 1 5 5 1 O f 1 2
O REV. ISSUED OAIE DESCRIPTION Certificate No. EH00007917
�
f
�C� OF CONSTRUCf10N
WEST R/W LINE � 25' R/W � Z5' R/W �—� R/W LINE
�
�
I 10' 11.5' 7' MEDIAN 11.5' 10'
I � BORDER SOUTHBOUND NORTHBOUND BORDER i I
IJMIT OF � LIMIT OF
CONSTRUCTION DRIVEWAY PARKING 2' 11.50' 3.50' 3.50' 11.50' 2' ORNEWAY PAftKING' CONSTRUCTION
� WID1H VARIES WIDTH VARIES �
SAW-CUT k AIATCH I I PROF. GRADE I PROF. GRADE I I EXISTC(BUTf �JOINT)
EXIST. (BUTT JOINT) � POINT 0.00') � +0.07' POINT (0.00') �
-0.23' 2% � 2R -0.23' �9X MA%• I I -
------ - I I 9Xx MIN. --------
------- �• "
--------- Q
Q ---------
�k SURFACE
12' MIN. SURFACE DROP CURB SURFACE �K
�k BASE OROP CURB SUBGRADE �SE �OT INDEX 300 BASE �k
*SUBGRADE FDOT INDEX 300
SUBGRADE�k
DRIVEWAY/PARKING SECTION ROADWAY W/ PAVED MEDIAN DRIVEWAY/PARKING SECTION ROADWAY PAVEMENT SPECIFICATIONS
FOR LANDSCAPE ISLAND SEC110N FOR ROADWAY W/ IANDSCAPE MEDIAN FOR IANDSCAPE ISLAND SECiION Q SURFACE: 1-1/2" IYPE SP-9.5 STRUCTURAL COURSE (TRAFFIC C)
SEE IYPICAL SECfION �1 SEE lYPiCAI. SECTION �1 SEE lYF'ICAL SECTION /1
BASE: OPTIONAL BASE MATERIAL - SEE TABLE
Q SUBGRADE: COMPACT TOP 12" TO AT LEAST 98% OF THE AASHTO
TYP I CAL S ECTI O N N o. 2 T MAXIMUM DENSITY
* R P VEMENT S�IFICAiIONS. SOUTH CYPRESS DRIVE �
�c�c 'CLEAR ZONE' L1MIT5 SFWl BE FREE OF ALL ENCROACHMENTS.
REMOVE AND OR RELOCAlE IXISIING ENCROACHMENTS OUTSIDE
oF 'c�at oNe• uMrrs. rn�r�c sicris vnn+ r aasrs DESIGN SPEED 25 MPH DRIVEWAY/PARKING PAVEMENT SPECIFICATIONS
AftE ALLOWm WIIHIN 'CLEAR ZONE' LIMfTS.
0 ASPHALT: 1-1/2" TYPE SP-9.5 STRUCTURAL COURSE (TRAFfIC C)
OPTIONAL BASE MATERIAL (SEE TABLE)
COMPACT TOP 12" TO AT LEAST 98R OF THE AASHTO
T-180 MAXIMUM DENSI'fY
CONCRETE: 6" FDOT CIASS 1 CONCREfE, OVER
C� OF CONSTRUC110N TYPE B STABILIZATION (LBR 40) 12" MIN. THICKNESS
WESf R/W LINE � 25' R/W � 25' R/W ��FASf R/W LINE COMPACT TO 98% AASHTO T-180 MAXIMUM DENSIIY
�
�
v I I 10' 11.5' 7' � MEDIAN 11.5' ��� �CONSTRUCTION
w i BORDER SOUTHBOUND NORTHBOUND BORDER i
z vn�iES I 8 , 2 � >>.50 3.50 � 3.50 >>.so� z� e' v'v�iES OPTIONAL BASE MATERIALS
� SOD i SOD SOD � SOD
= LIMIT oF� I CLEAR ZoNE 5.67' SOD CLEAR ZoNE I I OPTION MATERIAL THICKNESS
� CONSTRUCiION 2.5' 1.5' 1.5' 2.5' EXIST. GROUND
�n � PROF. GRADE 4" ( 4" PROF. GRADE � - - - - - - - - - - 1 UMEROCK (LBR 100) 8"
i � ** POINT (0.00') POINT (O.OD') ' �
� I ( 2 � 4 . -0.23' 2% 2R -0.23' 4• 2 � I 2 CRUSHED COQUINA (LBR 100) 8"
� 2:1 MAX. OR TO SUIT PROPERTY 2X zg 2:1 MAX. OR TO SUIT PROPERTY
N OWNER, NOT FLATfER THAN 6:1 CURB IYPE D � OWNER, NOT FLATTER THAN 6:1
3 CRUSHED CONCREfE (LBR 100) 10"
0
w EXIST. GROUND CURB h GUTfER 4 ASPHALT BASE COURSE (TYPE 8-12.5) 5"
� iYPE F CURB k GUTfER
o Q TYPE F
� TYPICAL SECTION GENERAL NOTES:
° 12' MIN. 12" MIN.
E F SUBGRADE SURFACE SUBGRADE
1. COMPACT B/SE COURSE TO 98x MSHTO T-180 MAXIMUM DENSIIY, D(CEPT 8-12.5.
n ASE BASE COMPACT 8-12.5 IN ACCORDANCE WITFI SEC710N 234 OF THE FDOT SPECIf7CA710NS.
ao'
n a 2. PROVIDE BfNMINOUS PRIME AND TACK COATS IN ACCORDANCE WITH SEC110N 300
i LANDSCAPE ISIAND SECTION ROADWAY W/ LANDSCAPE MEDIAN LANDSCAPE ISLAND SECTION
� � OF 1HE fDOT SPEGFlCATI(M�IS.
o� FOR ORIVEWAY/PARKING SEC110N FOR ROADWAY W/ PAVED MEOIAN FOR DRIVEIVAY/PAf2KING SECTION
�,°, ° SEE TYPICAL SECiION �2 SEE 'fYPICAI. SEC110N �2 SEE lYPICAI SEC110N �2 3. CRUSHm CONCRETE BASE SHNl CONFORIA WITH SECfIONS 200, 2&5 AND 911 Of
� _ THE FDOT SPEqFlCAlIONS. PROVIDE tBR, CHEMICAL AND PFIYSICAL TESf REPORTS FOR
a THE PROPOSED SOURCE OF THE RECYCLEO CRUSHm CONCREIE BASE MAIERIAL.
o� 4. AIJ. PAVED OR SHOULDER MEkS WITHIN THE PRQIECT LIMffS WHICH ARE N0T �
�; TYPICAL SECTION No. 1 SPECIFIGLLY COVERm BY A IYPIGL SECTION SHALL BE CONS7RUCIED IN ACCORD-
;� * ASPHALT ORIVEWAY/PARKING OPTION SHOWN. FOR CONCRETE SOUTH CYPRESS DRIVE N�E WRH 7HE �IYPICAL PAVEMENT SPEqFlCAlIONS', UNLESS O711ERYASE NOTED.
" E �RNEWAYS, SEE DRP/EIYAY PAVEMENT SPECIFlCAl10NS.
v 5. N.L UWDSCAPED k GRASSED MEAS SHNi BE PREPARED WI1H A'FlNISHED SOIL
�z �c* 'CLEAft ZONE' UMITS SW�LL BE FltEE OF ALL ENCROACHMENTS. UYER' IN ACCORDANCE WITH SECf10N 162 OF 1HE FDOT SPECIFlCAl10N5.
Y� REMOVE AND/OR RELOCATE E%ISTING ENCROACHMENTS OUTSIDE .
OF 'CLEAR ZONE' LIMffS. TW�f}lC SIGNS WI1H FRANGIBLE POSTS 6. COMPLEIELY REMOVE ALL dOSTING ASPFiALT AND BASE IAAlEftULS WITH THE LIMITS OF �.
°°' AftE ALLOWm WITHIN "CLEAR ZONE uMRS. DESIGN SPEED 25 MPH THE NEW LANDSCAPEO ISLANDS AND MmIANS. BACKFlLL WffH CLEAN FlLL. ALLOW FOR
THE 7HICKNESS OF FlNISHED SOIL UYER AND LANDSCAPE/GRASSIN6 MATERIALS.
u
u
�
y
f
... o
N �
�,E = KEyp� � PROJECT NANAGER OEPARTMENT IAANAGER DRAWN BY CHECKEO BY
�� � ARCADIS VILLAGE OF TEQUESTA T. MICHUDA T. JENSEN S. STERN T. JENSEN
.° u � SHEEf TIRE �ATE SCALE
� Z '^ ARCADIS G k M MC. JUNE, 2006 -� NONE
o u � Weet Pul�m Beach�Flmida 33411 SOUTH CYPRESS DRIVE TYPICAL SECTION PR0.IECT NUMBER �RAWINC NIIMBER
Q 7/27/O6 VAI.UE ENGINEERING � Tel: 581-897-700D, Fax: 581-697-7751
�� s ....,,��, S T R E E T S C A P E I M P R O V E M E N T S S o u T H C Y P R E S S D R I V E
RF005155 2 of 12
O REV. ISSUED DATE �ESC@PTION Certificate Na. E800007917
t
GENERAL PROJECT NOTES
� COMPLY WITH FOR THE OTECTIONTO FSHALL 23' T E NGINE RRU�ES�OTHERWSE NOTE ON THEPLEADNS. D1RE°,�o � . STREET LIGHTING CONDUITf PULLBOX NOTES -
UNDERGROUND GAS PIPELINES.
24. WHERE OPEN-CUTS OF THE E%ISTING ROADWAY ME MADE IN ORDER TO
2. ALL GRADES SHOWN ARE FiNISHED GRADES, UNLESS OTHERWISE NOTED. INSTALL PIPELINES, CONDUITS OR SLEEVES, REPAIR THE PAVEMENT IN 1. THE CONTRACTOR WILL 8E RESPONSIBLE FOR LOCATING ALL EXISTING
ACCORDANCE WITH FDOT STANDARD INDEX N0. 307. MAINTAIN ALL REPAIRED UTILITIES WITHIN THE LIMITS OF CONSTRUCTION.
3. STATIONING AND OFFSEfS REFER TO THE CENTERUNE OF CONSTRUC110N, PAVEMENT FOR THE DURATION OF THE PROJECT. �
UNLESS OTHERWISE NOTED. 2. ALL 2" PVC CONDUIT, FlITINGS ANO ADAPTERS WILL BE SUPPLIED BY
25. IN REFERENCE TO THE PROPOSED DRAINAGE SfRUCTURES & PIPE: FPL AND DELIVERED TO THE PROJECT AREA. �
4. ALL REI'URN RADII DIMENSIONS, STATIONS, OFFStTS, AND ELEVATIONS
REFER TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. A SPECIAL ATfENTION IS DIRECIED TO THE FACT THAT PORTIONS OF 3. THE CONTR4CTOR WILL BE RESPONSIBLE FOR INSTALLING A 2" SWEEP
SOME DRAINAGE STRUCTURES MAY EXTENO INTO THE STABILIZED (SUPPLIED BY FPL) FROM POWER SOURCE i0 PULL BOX. SWEEP TO BE
5. BENCHMAf2K (B.M.) ARE INDICATED ON 1HE SURVEY PREPARED BY OIHERS. SUBGRADE PORTION OF THE ROAD BEO. EXTREME CAUTION WILL BE INSTALL WITH TOP OF SWEEP 12� ABOVE GRADE
8. B.M. DATUM IS NAl10NAL GEODEI7C VER7ICAL DANM OF 1929 (NGVD-29). NECESSARY DURING COMPACTION OPER4T10NS IN THESE LOCA710NS.
B. CONCRETE PIPE CULVERT (R.C.P.) SHALL BE CLASS III, U.O.N. 4. ALL 2" PVC CONDUIT WILL BE INSTALLED WITH A MINIMUM OF
7. ANY EXISTING SECTION CORNER, QUARTER SECTION CORNER AND PALM 24-INCHES OF COVER. ALl DIREC110NAL BORES WILL BE INSTALLED
BEACH COUNIY SURVEY CONIROL MONUMENTS WITHIN THE UMITS OF C. ALL MANHOLE TOPS LOCATED WITHIN PAVEMENT SHALL BE SEf TO UNDER EXISIING ROADWAYS/DRNEWAYS WITH A MINIMUM OF 36-INCHES _
CONSTRUCTION SHALL BE PROTECTED.IF A MONUMENT IS IN DANGER OF MATCH THE CROSS-SLOPE OF THE PROPOSED PAVEMENT. OF COVER.
BEING DISTURBEO, THE CONTRHCTOR SHALL HAVE A PROFESSIONAL LAND
SURVEYOR REFERENCE IT PRIOR TO CONSTRUCTION, AND RESET IT l�TER D. ALL STORM STRUCTURE TOPS SHALL BE ADJUSTED AT 11ME OF FINAL 5. THE PROPOSED LIGHT POLES AND WIRE WILL BE INSTALLED BY FPL.
CONSTRUCTION. PAVEMENT OR CURB CONSTRUCTION. FlNAL ADJUSTMENT OF ALL TOPS
SHALL BE THE RESPONSIBILIiY OF THE UNDERGROUND CONTRACTOR. 6. ALL CONOUIT WILL BE INSTAU.EO WITH A TRENCHER TO MINIMIZE
8. ANY PUBLIC LAND CORNER WITHIN THE LIMI75 OF CONSTRUCTION SHALL BE RESTORAl10N.
PROTECTED. IF A CORNER MONUMENT IS IN OANGER OF BEING DISTURBED, E. STORM CONFIICT STRUCTURES SHALL CONFORM WITH FDOT INDEX 307.
AND HAS NOT BEEN PROPERLY REFERENCEO, THE CONTRACTOR SHALL NOTIFY PRIOR TO PREPAF2ING SHOP SUBMITTALS FOR CONFLICT STRUCTURES, 7, ALL LIGHT POLES TO BE PLACE A MINIMUM OF 12 FEET FROM EDGE
THE DISTRICT LOCATION SURVEYOR, WITHOUT DEIAY. BY TELEPHONE. SUBMIT AS-BUILT DATA IN ACCORDANCE WITH GENERAL NOTE /18. OF PAVEMENT. �
9. ANY NGVD-29 MONUMENT WITHIN THE LIMITS OF CONSTRUC110N SHALL BE F. THE LENGTHS OF PIPE SHOWN HEREON HAVE BEEN DETERMINE� BY 8. 1RIM TREES AS REQUIREO FOR LIGHT POLE INSTALLATION.
PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DISTURBED, THE CALCULATING THE DISTANCE BEfWEEN THE "CENTERLINE' OF THE
CONTRACTOR SHOULO NOTIFY: MARK MAINTENANCE SECTION; GEODE7'IC INLEfS AND/OR MANHOLES. 9. PRIOR TO COMMENCEMENT Of CONSTRUCTION, THE CONTR4CTOR SHALI �
INFORMATION CENTER (ATf'N: N/CG-162); ROCKVILLE, MD 20852. NOTIFY THE APROPRIATE U71U7'IES AND AGENCIES 48 HOURS BEFORE �
G. ALL PIPE JOINTS SHALL HAVE A"FlLTER FABRIC JACKET" IN ACCOR- DIGGING
10. NO CONS7RUC110N SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND DANCE WITH FOOT INDEX N0. 280. ALL PIPE JOINTS AT STRUCTURE
APPROVALS HAVE BEEN SECUREO AND THE CONTRACTOR IS ISSUED A WALLS SHALL CONFORM WITH THE �PIPE TO STRUCTURE JOINT" 1p, THE CONTRACTOR SHALL INSTALL PULL ROPES IN ALL CONDUITS FOR
"NOTICE TO PROCEED'. DEfAIL SHOWN ON SHEEf 2 OF FDOT INDEX N0. 201. THE INSTALLAl10N OF WIRE BY FPL AND TO COMFIRM CONDUIT ROUTING
11. CONTR4CTOR SHALL CONFORM WITH SECTION 104 OF THE FDOT SPECIFl- H. ALL DITCH BOTfOM INLEfS SHALL HAVE AN EYEBOLT AND CHAIN AND PIPE INTEGRIT'. THE PULL ROPES SHALL BE OF SUFFICIENT SIZE
CATIONS AND SHALL U7ILIZE CONSIRUC710N MEfFiODS AND DEVICES AS IN ACCORDANCE WITH FDOT INDEX 201. AND TENSILE SfRENGTH FOR THE PURPOSES OF PULLING WIRE. 11E OFF �
INDICATEO IN FDOT STANDARD INOEX NOS. 100 THRU 106 AS REQUIRED PULL ROPES IN EACH PULL BOX TO PREVENT LOSS. INSTALLATION OF
IN ORDER TO COMPLY WITH ALL N.P.D.E.S. REGULATIONS. 26. ALL MPJLBOXES CURRENILY SERVED FROM THE ROADWAY BEFORE CONSTRUC- PULL ROPES SHALL BE CONFlRMED PRIOR TO SUBSTANTIAL COMPLEfION
110N, SHALL BE SERVEO IN THE SAME MANNER AFfER CONSfRUC1'ION. CON- AND PAYMENT.
12. CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL 11MES DURING CONSTRUCTION FORM WITH FDOT STANDARD INDEX 532. COST OF THIS ITEM SHALL BE
AND SHALL PROVIDE ALL BARRICADES, LIGH'fING, SIGNAGE ANO FLAGMEN INCLUDED UNDER THE CONTRACT PRICE FOR CLEARING AND GRUBBING.
AS NECESSARY TO PROVIDE FOR THE SAFEfY OF THE PUBLIC IN THE
AREA OF THE WORK. 27. REMOVE ALL EXISTING ASPHALT AND BASE MATERIALS WITHIN THE LIMITS OF
THE NEW LANDSCAPED ISUINDS AND MEDIANS. BACKFlLL WITH CLEAN FlLL
13. EX151'ING ORAINAGE SIRUCTURES AND PIPES WIT'HIN THE LIMITS OF ALLOW FOR THICKNESS OF FlNISHED SOIL LAYER AND LANDSCAPE/GRASSING
CONSTRUCTION SHALL REMNN, UNLESS OTHERWISE NOTEO. MATERIALS. SEE 'fYPICAL SECTION GENERAL NOTE (�5.
14. DURING CONSTRUCTION, SHOULO ANY ORNNAGE STRUCTURES (INCLUDING 28. ALL EXISTING TRAFFIC SIGNS WITHIN THE UMITS OF CONSTRUCI'ION WHICH
PIPES) BE FOUND THAT ARE NOT SHOWN ON THE PLANS, NOTIFY THE WILL NOT BE RELOCATED SHALL BE REMOVED BY THE CONTRACTOR AND
ENGINEER IMMEDIATELY. STOCKPILED WITHIN THE ROAD RIGHT-OF-WAY FOR REMOVAL BY THE 15.00' TO C L CONST.
VILLAGE OF TEQUESfA PUBLIC WORKS DEPARTMENT.
15. ALL EXISIING UTIU'f1ES (INCLUDING VALVE BOXES, MEI'ER BO%ES, MANHOLE
COVERS, APPURi'ENANCES AND OTHER COMPONENTS) WITHIN THE LIMITS OF 29. CONTRACTOR SHALL EXERCISE CAUTION WHILE REMOVING AND/OR RELOCAT- USF /5113-6194
CONSTRUCTION SHALL BE AO.IUSTED ANO/OR RELOCATED BY THE CONTRACTOR ING EXIS'f1NG SIGNS IN ORDER TO PREVENT ANY UNNECESSAfiY DAMAGE TO F'WJAE k GRATE E.O.P.
AS DIRECTED BY THE ENGINEER, UNLESS OTHERWISE NOTEO. THE SIGNS. SIGNS WHICH ARE DAMAGED BEYOND USE, AS DEfERMINED BY ����
THE ENGINEER, SHALL BE REPLACED BY THE CONTRACTOR AT HIS E%PENSE.
16. IN REPERENCE TO E%ISTING UTILITIES AND UTIUIY ADJUSTMENTS: p,pS PVMf. SIOPE
- 30. MAINTENANCE OF TRAFFIC SHALL BE IN ACCOROANCE W17H SEC110N 102
A. THE IOCATION OF UTILITIES SHOWN ON THE PLANS ARE APPROX- OF 1HE FDOT SPECIflCAl10NS, FDOT STANDAfiD INDEX NOS. 600 THRU 670,
v IMATE ONLY. THE EXACT LOCATIONS SHALL 8E DEfERMINED BY 1HE MANUAL ON UNIFORM TRAFFlC CONTROL STANDAFtDS (MUTCO), AND
N THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CURRENT PALM BEACH COUNIY STANDARDS, SPECIFlCATIONS AND GENEHAL
�- CONTRACTOR SHN.L BE RESPONSIBLE TO VERIFY IF "OTHER" PROVISIONS. CONTRACTOR SHALL PROVIDE A'TRAfFIC CONTROL PUW",
o PRECAST CONC. SLAB
z UTILIIIES (NOT SHOWN ON THE PUWS) E%IST WITHIN THE ARFA INCLUDING DRAWINGS ANO NARRAINE, SUITABLE FOR APPROVAL BY THE FOOT INDEX 200
,.� OF CONSTRUCTION. SHOULO THERE BE U11UlY CONFLICTS, THE VILLAGE OF TEQUESfA PUBUC WORKS DEPARTMENT.
r CONTRACTOR SHN.L INFORM THE ENGINEER AND NOTIfY THE 1' IXI5f. 24'e f.M.
�^ RESPECTIVE U71UlY OWNER(S) TO RESOLVE UTILIlY CONFUCTS 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING THE EXISfING MIN. � .�,�T.O.P. EL. 9.25t
� AND UTIU7Y ADJUSTMENTS, !S REQUIRED. PAVEMENT MARKINGS BEFORE RESURPACING WORK IS STARTED AND THIS
INFORMAl10N SHALL BE USED IN CONJUNCTION WITH TEMPORARY STRIPING
% 8. FOR EXISTING U71LIlY SYMBOLS, SEE FDOT STANDARD INDEX 002. qND flNISHED SiRIPING. � �
N x
C. WATER AND SANITARY SEWER UTILIlY WORK SHALL BE IN CONFORM- 32. E%CAVATED SOILS AND EXIS1'ING ROCK BASE MAY BE USED FOR EMBANK- ..�
� ANCE WITH ALL CODES, STANDAROS, AND ORDINANCES CURRENRY MENT CONSTRUCTION PROVIOED THAT THE MAlERIAL IS CLEAN FlLL, FREE ��
� ADOPTED BY THE SfATE OF FLORIDA D.E.P., PALM BEACH COUN7Y OF ORGANIC MATERIALS, ROOTS OR OTHER OELETERIOUS MATERIALS, AND
z
w H.R.S., ANO THE LOCAI. UTILITY DEPTARTMENT OWNING 1HE FACILI11E5. CONFORMS WffH FDOT SPECIFlCA'f10NS AND FDOT STANDARO INDEX 505. ��
r
3 17. CONSTRUCT ADDITIONAL THICKNESS BASE AS DIRECTED BY THE ENGINEER 33. ALL FlLL MATERIAL REQUIRED FOR THE PROJECT SHALL BE FURNISHED
WHENEVER THE DISTANCE FROM THE TOP OF THE EXIS7ING WATER MNN TO BY THE CONTRACTOR. THE COST OF FURNISHING FILL MAlERIAL SHALL 15' RCP TO S-6
a TO THE PROPOSED FlNISHED ASPHALT GRADE IS LESS THAN 36'. CONTACT BE INCLUDED IN THE LUMP SUMP CONTRACT PRICE fOR EARTHWORK PRECASf CONC. SfF2UCRIRE �„�
� THE LOCAL UTILITY DEPTARfMENT If THE DISTANCE FROM THE TOP OF THE AND GRADING. FDOT INDE% 200 k 201 INV. El. 5,40
E� EXISTING WATER MNN TO THE FINISHEO ASPHALT SURFACE IS LESS THAN 24".
34. ALL MUCK AND PLASTIC MATERIAL WITHIN THE LIMITS OF CONSTRUCTION
aa 18. PRIOR TO THE PRE-WORK MEEfING AND/OR ORDERING SHOP DRAWINGS FOR SHAU. BE REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH FDOT ��
n¢
STORM STRUCNRES, CONTRACTOR SHALL LOCATE, EXPOSE (POTHOLE) AND STANDARD INOEX 500. �
i AS-BUILT THE HORIZONTAL (STA k OFFSEf) AND VERTICAI. (ELEV) LOCATION � N �n. d- 3 .�
o j OF ALL EXIS7'ING U1ILITIES ANO STORM ORAINAGE FACILITIES WITHIN THE LIMITS 35. NONE OF THE EXIS7ING BASE T11AT IS REMOVED DURING CONSTRUCTION MA%IMUM
o a OF CONSTRUCTION. PROVIDE AS-BUILT INFO AND ITEMIZATION OF ANY DISCREP- SHAU. BE USED IN THE CONSTRUCTION OF THE PROPOSED BASE, UNIESS
�+ a ANCIES WITH INFO SHOWN ON ORAWINGS, IN WRIIING, TO THE ENGINEER. DO AUTHORIZED BY THE ENGINEER.
rn° � PROCEEO ANY FURTHER UM'IL WRITfEN N0110E IS PROVIDED BY ENGINEER.
a� AS-BUILT INFORMATION SHALL BE PROVIDED 8Y A REGISTERED LAND SURVEYOR. 36. ALL VEGEfATION, DEBRIS, PAVEMENT, CONCREfE OR OTHER UNSURABLE
o � MATERIALS SHALL BE LEGALLY DISPOSED OF OF'F'-SITE IN AN AfiEA PRO- NOTE: SEE GENERAL NOlE 18 -
� 19. CONTPo4CTOR SHALL USE EXTREME CAU1'ION WHEN WORKING IN OR AROUND VIDED BY THE CONTRACTOR. �
3� AREAS OF OVERHEAD OR UNDERGROUND UTIUIIES. SECTION - STORM STRUCTURE S
37. ALL EXIS'I'ING IRRIGATION SYSTEM COMPONENTS CONFLICIING WI'fH THE
20. CONTR4CTOR SHALL NOTIFY SUNSHINE STATE "ONE CALL" (1-840-432-4770) PROPOSED CONSTRUCTION SHALL BE RELOCATED BY 1HE CONTR4CTOR. Q1
v E AND ALL AFFECTED U1ILITIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION COORDINATE WITH ADJOINING PROPER7Y OWNER FOR 1}IE RELOCAl10N �g� �• = p�� .
E o SO THAT A COMPANY REPRESENTATIVE MAY BE PRESENT. OF IRRIGATION SYSIEM OUTSIDE OF THE LIMITS OF TFIE ROAQ R/W.
°t 21. WHEN UTILITY POLES ARE IN AREAS OF EXCAVATIONS, CONTRACTOR SHALL 38. CONCRETE CURB AND CURB de GUTTER SHALL CONFORM WITH FDOT INDEX
a MAINTAIN A MINIMUM SEPARATION OF FIVE (5') FE�' BEfWEEN THE POLE 300 AND SECTION 520 OF THE FDOT SPECIFlCATIONS. �
AND ANY EXCAVATION.
t 39. CONCREfE SIOEWALKS SHALL CONFORM WITH FDOT INDEX 304 AND 310,
� 22. WHEN WORKING WITHIN TEN (10�) FEET OF A TRAFFlC SIGNAL POLE, NOTIf-Y AND SECTION 520 OF THE f'DOT SPECIFICATIONS.
� PALM BEACH COUNIY TRAfFlC SIGNAL OPERATIONS.
�
c� o
� E = KEyp�µ $Eq�. PR0.IECT MANACER DEPARTMENT AIANAGER DRAWN 9Y CHECKEO BY
° v � ARCADIS VILLAGE OF TEQUESTA T. MICHUDA T. JENSEN S. STERN T. JENSEN
'��Y SHEET TIiLE DA1E SCALE
�E
� Z � ARCADIS G k N INC. JUNE, 2406 NOTED
a � � 2081 Ysta ParkMay S O U T H C Y P R E S S D R I V E GENERAL NOTES pgp,�ECT NUMBER DRAWING NUMBER
Qj 7/27/46 VALUE ENGINEERING Weat Palm Beach, Florida 334ll
¢` � Tel: 581-897-7000, Fox: 561-697-7751
g rn.orcad'n-ue.com STREETSCAPE IMPROVEMENTS AND DETAIL
O REV. ISSUED DAIE DESCPoPTION Certificate No. E800007917 R F 0 0 5 1 5 5 3 o f 1 2
, / i i� i BRODELL
i i �
�� �y0 1 9/ / p � �
r �
� �� s�� � 1 � � .
- - - - - - - - - - - - - - - x 9 �
I F �"� ,� Q��a j 3� ,` �� � c 3� y ��" x3
� NEW ASPHALT � _- j O Q �% �� / ti � �.,� I
PAVEMENT � `o v�� -� � � I �� %�'�
�� / / � � � � �' ❑■
� NEW CONCRETE / +so.�e � � / / ', � I •
PAVEMENT 41 � � � � � � �a� s � �
SAW-CUT k CONNECT TO / HT. 9
EXIST. PAVM (eurr daiNr) i Cv CLEAN S
2" PVC -� ' kh � I SAWCUT & CONNECT TO NiRiG�nON�PIPE
�- CON�UIT W� /�^ � / \ N -- �� 9 I 'EXIST. PAVEMENT ;�
----------� ---� / � 69 � `� I I �` 'tYPE F CURB & --- } bsixos[a��� -_ RELOCATE EXIST-- -------- S_3 -- 7yy -
PULL 80X '- � ( � . o � SAWCUT k CONNECT TO DEfAIL 7 EnSi NE �t
/ � / � ✓ �� -r��� EXIST. PAVEMENT � I Ep 2�' FY GU R lYP) `Y pry��n�yp U71UlY�POLE � 0?
sHr. � � �( ,. o- y Exisr za• �+
�� oHe�� 1 L---- �� '} ` �� Y 6
(� y � R/W x �ti � �L� / �1 Q.`Y � ��OHE�� I � LINE --- - - -� { � s- - - _�� � -
' \ �_ .
` �'6 7 � � \ _._. ._..�.._..�.._.�.�._._.._._._._..�. . _ �. - �OAk � �- 'l� -OHE-- -OHE- - � - _ - �
� :�� x �0 // y� � \ S-5 . . : -:, .. �.. - OFiE OME_-___
_ _ _
• `��� d. .V� __-4._ __ \` . ___pM_._-__py��
------ -i8- , .+�-----� 9 '
EX. 6" AC W �.� Y �� _ ___ � �
+3ZW ' .+44.76 ��+98.78�. �,:fiL.�.ra��: .�-�,-FM ---FM--�- � t + . N
3 15.00LT Rti )g: 7YPE �D CURB �. j 1 15.00LT � . t5.001T � 15.0�.T . � C � �M1� 1 . � . . - � WAIER YEIER§� P.G.L cn �. Q
� 65 \ � ,`� � � 6 PK �L 15" RC �.� - - - -- - �: 3 ' ----- QD �� 1ry ��J -�--_ ti � - � .aai O
+ � �. �' SP 2 O -4.87G
b t 6� �` WT � PL � fi� OF�h10 RCP �� T �Q�$llZ"�h - �e - - .�m - - - � �q�_� +s5.e5 •
,,, +89.OD EIUST Q4 CH BASIN � 1, � ; y�y71 .� .
�9 � ` 3 A '� ��� �°P �(�� � O.Q� cP : y 1 �,o J : �b '� 'f0 BE kEMOYED O � EbST tY p�P 15. :� � 1 BE Rf4p� S-4 1Y CYP 15:
x ti� � �� ` , l g y SEE SECTION t� S �:' IX. 4 NU '.. ;'� +EO.00 � .. P.G.L % ry q. E105i CATpI .�
%�� � ; [`� THIS SHEET Y ��M 1 ' . S-6 � � 15AUi� � ++ 1� N . `ti �9 � ,ry 15. . � 1 . � � TO�BE REM _ � �� �`" � � TO REY04ED N
N
9' OF 30` RCP , � p . . � -
'S 1 � O 0.01G � : 4' 'Y - . �"._._.._'_'�' _ � _ � � � � _ ' 1. _._'_'_'_'_'_ -
'`,� - _ � � _:� �D � _ _ � ' �- -...._'� � � _ _ _'_'� �', .�._._.._. ._ �. . _ t _ _ _ .��4.�_._ �.�. . � � . �'_ _ .
N .. S_� WAIER �' �. .��W uNE �Ensi 4' v►i 6 � ry � z . y . �� �3� • INSTALL NEW WAj SEF2VICE POSED 8" "�IP
ST 66+04t, f08� RT � �y '��� N F �� . , x 1� STl4,� �6+93 PROPOSED 8" DIF' WA� DEfPJL 1 LINE TO EXIST. WATER gpWCUT� CONNECT TO �
/�. ,� ,� � y 's� p�p� �� F.H. k1 WI�•�• �`� METERS TP EnsT E%IST. PAVEMENT y
(�lT Ac CONNECT TO i ti. xti ��� •, �`� 40RE AND CONNECT TO SHT. 6 �(2) BOLLARDS � SHT. 6 � � DEfAIL 1 w h2 uE�Ea y DEfNL t
XIST. 6" AC. W.M. `- -!'.. •, ° � 0 � � Ya , ` SAWCUT & ONNECT TO ;w pv 302' (�F 30" RCP � R�`� SHT. 6 j� �� „ SHT. 6
INSTALL 8"x6" REDUCER, `�� � ,�� � ,�qe Y y� R 3� � EXIST. PA�ENT m p,bx R ELOCATE EXIST.
STA 66+04t 20't RT ��� �� ` 3. R lY POLE
8' GATE VALVE dc (2) 8" 90' MJ BENO S
SAMPLE POINT /2 / i� 6 � DE� E� ED
w• sro�M r�r� � O s-s BURG BLDG. S-4 OLE 7YPE J-7
�/ � SAW CUT de CONNECT TO S-� S-5 Q SfA 69+55.00 (16.00� RT) 2 I M.H. COVE
S-17 (EXISTING) � EXIS . PAVA1'T. (BUTf JOINT SfA 65+89.80 (16.00' RT) STA 66+52.50 (16.00� RT) � CURB INLEf lYF'E J-9 CONFU STRUCTU (b) NAPA
� CURB INLEf TPE P-9 STA 86+52.50 (T.B.D. Ll) FD07 INDIX 200, 201, 214 FDOT IN 200 201, 307
INLEf lYPE D W/ J-BO7T
STA 65+87t (24t' R� (a) / FDOT INDEX 200, 201, 214 CURB INLET lYPE P-9 USF #5113-6194 F8G (a) W. TOP EL. = B.D.
USF 6626 GALV. GRATE 1 S-3
MANHOLE IYPE J(a) � / �NpEX qpp� zp�� Z3.�r USF /5113-8194 FhG fDOT INDIX 200, 201, 214, E.O.P. EL. = 11.84 E. TOP Q. .B.D.
R�M ELEV. = 12.Ot (a) / �� � a ��,40 E.O.P. EL = 11.75 SEE DETAIL ON SHEET 3 S. INV. EL. = 6.70 W. INV. EL -.75 STA 66+55.00 (18.25� L'I)
E. INV. EL =6.St (a) � � E. INV. EL = 6.70 - S. INV. EL. = 8.70 E.O.P. EL. = 11.75 N. INV. EL. = 6.70 E. INV. E= 5 CURB INL� IYPE P-6
W. INV. EL = 8.70 (b) i TEQUESTA TIR N. INV. EL = 6.70 N. INV. EL. = 6.70 E. INV. EL = 5.40 W. INV. EL = 6.70 24' F.M TOP EL - 9.3t FDOT INDIX 200, 201, 211
BOTf. ELEV. = 6.Ot (a)/ / � BO1T. ELEV. = 4.70 W. INV. EL = 8.70 BOTf. ELEV. = 3.40 801T. ELEV. = 4.70 BOTf. .= 2.7 E.O.P. EL. = 11.84
(a) VEf�fY PER NOTE � BOTf. ELEV. = 4.70 (u) PROVI�E 2 FkG SETS (a) NTER ON EXI F.M. E. INV. EL. = 5.40
(b) CORE IXIST. WALi.� � 12' M�N. SEPARATION O TOP (6 42'x78' MIN. INSI B �TT• �• ° 3 .�
/ � OIMENSIONS
, /
NSTALL 8"z " MJ REDUC R, 8" �
GATE VALVE AND CONNE TO EOP L= 11.45
; EXIST. 6' A WM AS RE �D.
� � g so RCP , 1 6
a
i� 90' B ND �v <�o, c•ir��, •� °^
��
_ _ __ \ E . = 6.40-� � + = � + � XISTING G DE O � � + '-'
% 14 EX. 6 • � wM ` , � W W � w PROFlLE CRADE ,,�, � W 14
�
�, --------------- -
3 �
j � 8 DI MJ 45' END 8" DIP (M'.) � 8" DI MJ .
u' TO EL. 5.40 90' B ND
� (-)0. 0� � Z
i q � 18' MIN. " + �.6� _ _ - - - - -
j � NO JOINTS _ - - - - - - - - - - - - - -
Wv - _ _ ._- _' _- ,
� SPE� IAL EOP � � w �
i � �� . 66 ,q,f 15' RT. 15' CF � � 15' RCP
� � Q +a.ssz INV. 6.70 E isr. za^ � M � INV. = 6.70 10
�
E c�.� SCALE: N NE - - - - -
i: w -
a�
� °� 3 RCP
� a INV. 8.70 p
� $ U
m¢
c a 63' 0 30" RCP _ __ 302 LF OF 30" RCP O O.00X _ _ _
o+j O O.00x. - - -
a a
04 6 8" 90' MJ END 6
3i INV. 6.70 INV. 6.70 PROPOSE 8' INV. 6.70 INV. 6.7
PRO OSED 8� DIP W.M.
E o DIP W.M. A
_
4 , S_7 S-6 S_ `t
vr
o
r.� m n ro
F N N MI M �
N N fV M N
�
�; 64 00 65 00 66 00 67 00 68 00 69 00 70 00
�,E � KEyp�µ g� PROJECT MANAGER OEPARTMENT MANAGER ORAWN BY CHECKEO BY
o � i 48 HOURS BEFORE DIGGING � ARCADIS VILLAGE OF TEQUESTA T. MICHUDA T. JENSEN S. STERN T. JENSEN
� E � � p , �, �, � �p�, q� SHEET TIRE DA1E SCf�E 1"= 20' HORIZ.
;z �-soo-a-s2-4��0 �S � g� �N�. PLAN & PROFILE �UNE zoos ,•= z� �RT.
2081 Yrsto PnrkMOy
a� � �'ey0' SUNSHINE STATE ONE CALL � ylp( pclm Baach, FlMida 33411 SOUTH CYPRESS DRIVE pROJECT NUAIBER ORAYANG NIIMBER
�� s p �i2vas VALUE ENGINEERING OF FLORIDA �NO. STREETSCAPE IMPROVEMENTS SouTH CYPRESS DRIVE
� u �� ��� �� Tel: 581-897-7000. Faz: 561-697-7751
O REV. ISSl1ED OATE DESCPoPTION nr�.arcadie-us.com STA 65+00 to STA 70+00 RF005155 4 of � 2
Certificate No. EB00007917
, � i i �� � � �' �
i i s-e DELETE � �� i i i i i
Q s-� i i �i+nt ((a) � i �� I
f"'I STA 71+82.00 (16.25� Ll) I I OLE iYf'E J-7 / � � � �� I
I I CURB INLET lYf'E P-6 I I 2 E I M.H. C S � ONNECT TO EXIST. f' �
� � FDOT INDEIf 200, 201, 211 I I CON T SfRUC RE (b) �� II �
E.O.P. EL = 11.70 FDOT I IX 2 . 201, 307 � CURB & SIDEWALK � 1 � � L�1
I 1 E. INV. EL. = 5.50 � � W. TOP T.B.D. j O 50' RT. � i � � � � -
� � BOTf. ELEV. = 3.50 � � E. TOP EL T.B.D. � REMOVE EXIST. � � I I � �
W. INV. - 6.75 �h� PAVEMENT I I �
�� KOTECKI �� e. irrv. - s.� h i' i �
i i � ALL COUNTY AUTO �� 24• F TOP .� s.at �� VANDERWALL �,, . j j Q �
� s ,��6 \3 1 ` ,� g 5 . =3 � `9 I I BO ELEV. = 75 � / � Yti :P I I � � 1 � � .
I= I „} I I a CENIER ON ISf. F.M. � � d� I � � �
E105T I I �`' �''� �1� � ` 78' MIN. DIA. TTOM i�o RF,tOCATE EX. F.�: x ti�� � I 3 *� 4 •� W I
Y�� i; � ST0. 74+00. kND �, 0 4s.ta.T � I
� �a : � � � .r�CECONNECT � �
I 1; �' � / SAWCl7'I' k NECT TO d I � � I
� � WCUT dc CONNECT TO SAWCUT FOlj, SAWCU��k CONNECT TO ='�' �ti• �y / EXIST. PAVEME �S'�� DEfPJL 11 � � I�ti N I � I
DETAIL 8 EXIST. PAVEMENT PAVEMENT 13�MOVAL x 2� EXIST. PAVEMENT xti' x ti-"�/ 1 � SHT. 8 1 �p� �
� EfPJL x ti 9 �` i
SHT. 7,� M�'1� SHT. 7 � lYPE F CURB k "P "°' � � � � x o�'�` " ` CURB RAMP CR-21 1
- � ;ti'� �� �7Ea �E . ti1 GUTTER lYP �ti E705T „ D�?'AIL 10 .y . y l :ti F ti� °j � � i� � 1 FDOT INDEX 304 \ � NEW ASPHALT
. � `� � � S-1 WAIER YETER SHT. 8 kti � RIN' . EbST 2/' FlI 5 � �
� PAVEMENT
'�''L \ �' �' � }5 �3 —OH�` — •pfiE.�--_�pHE--�__O — ��--OF1E � 3 �
. • _'_" _'_ — --onE— -- -- - T' J� ro �ti� 1 �ti� , � T t .5 �
- �— — -- � � p snw Cur &Ni�w N W CONCREfE
N ..� a= M +y�. FM--�— +17.0.1 1-- —FN � --- . --� —�FN +02:ES -- . ----ry — FM--- —. +702T ` __ Fy_ � +79.J6 � I PAVEMENT (BUTf JOINT) \\� •.� « � E PAVEMENT
aaSi 2P rw t� 0 p Lr .L. � 15' RCP Q .ee taaar �
7 ti--- �sAp.� ,�� 15.UO�T i O- 3.4% _ �cflS.OW.T g� pGl _ T i �EJOST 24 FM 69 1SAttT �� 74.T 7.94 � \\
, — �1— . —�z coNSrRUCn�'-- �. 75�' z^ Pvc
. �---._ x � a�r�a o �— CONDUIT W/
--�-- "",,�� ---- ._._._._._._._._. ._._ � N PULL BOX
E70ST 12� qIP � E10ST CATdf��� M1� �07� OF 30� +9e ���'��r4t.0o �b � E D W28 .�---� -- � i . 3'. 3/4' I.R.
o O O.Ox �, " Sy P G L. . +�o.n R ti} FN �. . lYPE D CURB3,, .FJUSi 4' tri �+7Y.53
N _���� � O�REMO��' N .� ` 1. IS.Opff � _ ___ Y1�1� �� 1 6 ti � 1S �TYP� � K ABA/Dp/W�PLAff�q'S5 ,M1, t .. 1 1 61�� O _,_,_,_,_,_,_,_ ��� 3� P�/C
i0 BE NEMOtEO �� ' S ��� . � q� � � CUT k PLUG 1 STA. 74+04t, 20' RT.
� 1- � IX. 4" WM STA. 74+09t. 25' RT.
W +' � INSTALL 8� 45' BEND CO NDUIT
._._._.___._.'ro_. ._._._.�.rg"._._._. . _._._._._. �e�_ S- ' � . . . �71YPE � CURB _ _ i� _ _ '�� - - " ��
• R • ` - - - - ` y - - - - ;� ElaSt xELL R d° R/� STA 74+19t, 25' RT. �
1 J h ♦ � �-----•
� Ensi4'�w /H' I 1 � � : ti� �� � s �--__- .� -----___- x'i_---__�— �g�' P�1 CUT IN A 10�X8" TEE W ���
OEfAIL 1 �gµpp�m q¢q,�� � ��' DEfAIL 4 z 3 I � PROPOSED 8" DI 'WM i
2 � SHT. 6 pROPOSEO x DETAIL 3 � 3"� SHT. 8 �p II �I �3. x `�. DETAIL 5 TyF� F Cl(Q� k 5T FPL TRANSFONMER 1e �� \ s'� CUTT'ING IN SLEEVE & 8' i
EloST DIP WM � SHT. 8 � I �'� q I" SHT. 6 GUTfER (lYP) E)o5T ?�� R �`.�' I �,� � GATE VALVE �/
o'�� x� - y � I l c? SAWCUT k CONNECT TO I ElOST CATCH BA9N
WA1ER MElERS ;"' STA +97.5 � � � I� w?�` TD �� SAWCUT k CONNECT TO x3 / �� X. 10" AC WM /
,Y� � � p EXIST. PAVEMENT (IYP.) �� w�i� u[hR �
F.H. �2 W/G.V. I 1 �a a ?ti I �' �,�� EXIST. PAVEMENT �__ ;"' * x"� � I � /
� S T A 7 1� 0 2. 0 0 ( 1 6. 2 5' R T) ; � � A � � � �y 1 1� 28 RAA1P CR-2 � � � +14.45 } pp �
SAWCUT dc CONN CT TO � � CURB MLE! IYPE P-6 �� �`x5i W2B A bti Y 3 9 x� � �q� �� PDOT ,�IVDF�X 30� � I I �� gp,� ;� /
EXIST. PAVEMENT � FDOT INDIX 200, 201, 211 II �' - � � �' e I
� I A.P. EL = 11.77 �A?�' x \ �5� "� ' � �� �� � :;� �^� "� I
� --------------\� x I
I Ay ¢ � INV. EL. = 6.70 p • M �h 9 — %�i,� � ��1 � 3 I I
I �;' W. INV� = 6.70 } � II � s� I i o� I �. I�,
I � BOTf. = 4J0 ;�' ;"' � I� ; � SAV�N-CUT dc CONNECT T I � I�r I I I I
� I E% I S T. C U R B d c S I D E W N. K I I I
� � � I � O 50' RT. � I � I� 9 � � I I �
ALFORD i j i WALKERS � j i i ix� I i i �
�� TRAPLEE � �� i i� � i i �
i i ! ;! I I� � I � !
rn
� 16 16
a p
o �
N � � Q � �
F 'F' (V �' I� �- �
N �� S W PROFlL GRADE • � +� .^ � � 14
ri w
3 � � �
J
� , — EXI ING GR4DE � J w W
� � 2 (+)0_35% _ — W — — — — — — (+)0.37% — — — — — — —
— — — — . ... 12
--- — — . .. �.. .
— - 0.35% •• . ••
o ..
.. ..
a ' ' •• .. .. .. .. .. � �
o " • •• " � o � o
i °• � °' u' °' `r
; � �j SPECIAL EO �� SPECIAL E P PECIAL EOP +� � + � �
° + � 15 T. & 15' L. � EXIS . 24" FM 15' 15' RT. 8" �� �� � O
° � O - � -0.35 M c�i +0.3 +0.34X a � w �� w
/
E� — —
O U � -- -
mW
Y
r�
�a p
� $ U
��
N� _ _ — — — �, _ CUT-IN TE
� 207 LF 0 30" RCP O O.00X
<' a 15" j2CP
oN G [�� PROP SED 8� DIP W.M. 6
_� V
�i
;/ INV. .70
PROP SED 8" DIP W.M.
INV. 5.50
E' p 4
Z 4 -z
d=
o
� N -' � � �
N N (V (V (V
f
�; 70 00 71 00 72 00 73 00 74 00 75 00 76 00
� E z K �� 5� PROJECT AIANAGER OEPARTAIENT A4WAGER DFAWN BY CHECKEO BY
• � 48 HOURS BEFORE DIGGING � ARCADIS VILLAGE OF TEQUESTA T. MICHUDA T. JENSEN S. 5fERN T. JENSEN
n E � �, �, �, ��� SHEET TITLE �T� S� 1"= 20' HORIZ.
H JUNE, 2006 1"= 2' VERT.
>Z
1-800-432-4770 � �� M�N�. SOUTH CYPRESS DRIVE PLAN & PROFILE
� 2081 Yslo PorkMay
o`u 1�=20' SUNSHINE STATE ONE CALL PRQIECT NUM9ER ORAWING NUN9ER
� 7 2 7 O 6 V A L U E E N G I N E E R I N G Weat Palm Beach, Florida 33411 S O U T H C Y P R E S S D R I V E
`¢' � S � � � � ��� ��� �� Tel: 581-897-7000, Fax: 561-697-7751
ww.arcodis-ue.com STREETSCAPE IMPROVEMENTS srA �o+oo to STA 75+00 RF005155 5 of 12
O REV. ISSUEO DATE DESCPoPTION Certificate Na. E800007917
� �
�
� o
TYPE "F" + +
CURB & TYPE "F" ° n n �2� n
GUTfER CURB &
�p� DROP CURB GUTTER � N DROP CURB
DROP CURB �
i� o
m
o R��
�.5 �;y \ 2,P ip� M 12" TYP.
��O
�� 'y \ _ *
I �k = 3' TRANSITION FROM FULL
TYPE "D" �/ I TO ZERO HEIGHT CURB
CURB TYPE 'D" �
24 , CURB—� �6.25' �
20.58' I
� I
�i DETAIL 1 � DETAIL 3
SCALE: 1 "=4' SCALE: 1 "=4'
'° o`°o n
rn
� o �
� + TYPE "F" + N
n CURB & ^ DROP DROP IYPE "F" �
¢ CURB CURB CURB & Q
� DROP CURB � GUTTER � GUTfER �n
0
z
5
�
�o
�
�
� o STORM STRUCT. S-2 0
�
c�
i
� R� R�`� R�p.
i
i '�' 'y: �k
a — — — — — — — —
i
i �
i
�
i � / �
F� — — — — — — — — — — — — — — — — — — — — — — — — — — — --
mw \
`� �----
��
�a
�
io �
o/
00
N +'
O�
��
a� p DETAIL 4 � DETAIL 5
3� SCALE: 1"=4' * TO ZE O T
SCALE: 1 "=4'
..v
Eo
%%
00
oa
r
�
�
�
N �
�,� z KEypIAN SEAL PROJECT MANAGER UEPARTMENT AIANAGER �RAWN BY CHECKE� BY
° u � � ARCADIS � ILLAGE OF TEQUESTA SHEEi TiREUDA T. JENSEN �S� STERN S T C .�JENSEN
� �. 1 "= 20' HORIZ.
;_ � "`�'�� "`"'"�. SOUTH CYPRESS DRIVE � �""E, Z°°6 ,�= 2� �RT.
2081 YaW Patk�ay LANDSCAPE ISLAND PRQIECT NUM9ER DRAWING NUMBER
Qj 7/27/O6 GENERAL REVISIONS M'ert Palm Beoch, Florida 33411
�� 8 T��,�e ���, Fax: 561 STREETSCAPE IMPROVEMENTS DETAILS RF005155 6 OF 12
O REV. ISSUED DATE DESCRIPTION Certificate No. E800007917 � �
, / % I
� I
1 �
�+,�.,o �
43.9YLT I - �
88+28.14
41.211T I I � 8 �
R6 � 6 BB+M.32 _ _ — — — — _ 9' 87+74.78 �
\� � 41.7YT � � v _ _ _ 29.47LT
I e�+se.�e
88+28.41 5 +45.1D I 30.28LT *
10.3YLT IO.00LT
1vPE "F" ,—�
I — —� — — — CURB & — —
GUTfER
R� ��'L
*
� TYPE "F"
CURB &
� GUTTER ee+4s.+e � q1Q'
Zy.�nT R o NPE "F" ,L
^ CURB & '�
GUTfER DROP CURB
h _
Q` ee+�a
— sasur — — —
� � � 12" NP. 42� n
<o
5.5' + + �c = 3' TRANSITION FROM FULI �'
CURB &n � � TO ZERO HEIGHT CURB �
GUTTER �R6' �i �i
r
88+ DROP N
z,.°"T cuRe 0 DETAIL 7
SCALE: 1 "=4'
n
n
Ni
d' SfORM 51RUCT. S-5
p DETAIL 6 +
�
� SCALE: 1"=4' �
�J a
� � �ss °ar
0
0
z
5
m � �a+zs.e� � TYPE "D"
i I .axr I
,o �p CURB
= ze.� xr
i
,� 15'
� — — — — — — — — —
� NPE "D"
N * * * 6 ,� CURB 7U+84.61 71+02.79 *
o — \ — ��• 25.00LT YS.00LT ry 0
/ \ / �
° _ �� _ _ _ _ _ _ _
/
3 �?� TYPE "F" R3.33'
a NPE "F" CURB & �1� lYPE "F"
N CURB & GUTTER TYPE "F" R �3� , � �,�� CURB &
Eu GUTTER CURB a Q' GUTTER
w o
0
n� \ � R 5 i � R
�� DROP CURB ��• lYPE "F" DROP CURB
�� CURB
o/
00
N Q
N�
a a
o � � �k = 3' TRANSITION FROM FULL tO `O 5� o
9/ 3�
+ TO ZERO HEIGHT CURB + + +
"�
Eo m ° n n
aa � p DETAIL 8 N � � DETAIL 9 N
SCALE: 1 "=4' SCALE: 1"=4`
�
�
s
t� 'a
� E = I(EypLpN SEAL PROJECT 1IANAGER DEPARTIAENT W�NAGER DRANR! BY CHECKE� 9Y
� � ARCADIS VILLAGE OF TEQUESTA T. MICHUDA T. JENSEN S. STERN T. JENSEN
� E � .. - _ SHEEf TITI.E . �TE � 1 "= 20' HORIZ.
�Z � MCAUIS G k M INC. JUNE, 2006 1"= 2' VERT.
� 2081 Yr�to ParkMOy SOUTH CYPRESS DRIVE LANDSCAPE ISLAND
Qj 7/27/OB GENERAI. REVISIONS Weat Pdm Beach, florida 33411 PROJECT NUMBER ORAN7NG NUMBER
� Tel: 581-697-7000, Fax: 561-697-7751 STREETSCAPE IMPROVEMENTS DEfAILS RF0051-55 7 OF 12
nrw.arcadn-ue.com
0 R�v. issuEO oar� OESCPoPTION Certificate Na. E800007917
i �
I
72+05.57 72+74.Q1 \ .
25.ODLT 25.00LT
�� _ �
* �1
*
� IYPE "F"�"�
, CURB &
�ti —R5' o GUTfER
DROP CURB
� �
fO. �k = 3' TRANSITION FROM FULL TO °0
+ ZERO HEIGHT CURB +
N N
n n
� � DETAIL 10 �
SCALE: 1 "=4'
� � � I
n+�s.�
so.oa.r
CONCRETE SIDEWALK
MATCH EXISTING WIDTH
TYPE "F"
CURB &
GUTfER
s
v
�i
�
� CURB RAMP
� iYPE CR-21
� FDOT INDEX 304
m
i
�
�
�
i
�
�
o �
�
i � �a+n.,, ��s.
� 28.54LT
a ' n+ae.7t
� 24.02LT
/
C7 � � � � � � �
3
o * *
/
m° � � 6� Q' �
v,
�� � TYPE "F"
�,� NPE "F" R6• o CURB & TYPE "F"
oa CURB & DROP CURB GUTTER CURB &
N � GUTfER GUTfER
o�
�a
rn�
o�
_�
3� N M
•• � OI
.. M n
E o t {'
� o n *= 3' TRANSITION FROM FULL n 0 DETAIL 11
o°a N TO ZERO HEIGHT CURB � SCALE: 1
�
N
�
m O
N �
� E = KEyp�µ � PROJECT NANAGER �EPARIMENT AIANAGER �RAWN BY CHECKED BY
° a+ _ � ARCADIS VILLAGE OF TEQUESTA S EET Tn HUDA T. JENSEN �S� STERN �.�JENSEN
� , 1"= 20' HORIZ.
;z � "�'"' ��"'"�. SOUTH CYPRESS DRIVE JUNE zao6 �•= r�RT.
2081 YoYa Park�ay LANDSCAPE ISLAND pqp,lECT NUMBQ2 ORAWING Nl1MBER
Qj 7/27/O6 GENERN_ REVISIONS Weet Palm Beach, Flaida 33411
a' 8 T� Fax: 561 STREETSCAPE IMPROVEMENTS DETAILS RF005155 8 OF 12
O REV. ISSUED DATE �ESCRIPTION Certificate No. E800007917
E%IS71NG CROUND OR ROAD BASE
R ��`�� MINIMUM LENGTH OF PIPE TO BE RESTRAINED
5' 25' NILL 2' N1DE x 7-INCH
OVERLAY OVERLAY DEEP FOR BUT JqNT FULL T1RU5T
. A 0 CONDITON
• REMAINING BACKFILL PLACEO r 2� MIN. 2' MIN. 6 CINJCRETE PAVEMENT
I � PIPE DIAMEIER BO' ELBONS, 43' ELBOWS Y2-i/2' ElBONS 11-1/4' ELBONS DEA� ENOS
18' MIN. � ANO COMPACTED PER APPROPRIA7E � JOOO� CONCRETE � (INCHESJ A�L �ER7ICAL HIX2IZONTAL OR HORIZONTAL ON HIXtIZONTAL IXt
SPECIFICATONS. (3-1/2' M/JL SRE) ELBOWS DOYM. YER7ICAL UP VER7ICAL UP VER7ICAL UP
NHEN 38' OF COVE0. IS REQUIRED `�" ' TEE, CROSSES,
\ TNE REMAININC BACKFILL INCREASES 2� REDUCERS
ro za• aF oePn�. � e s , SEE PLAN s „
� 4 2L 1L 1l iL 3L
� 8 � 6 � 6 3L 2L iL iL 4L
72 MIN. � GRANULAR BACKFILL PLACED
ANO COMPACTED TO MINIMUM 1001G C � 8 4L YL iL 1L SL
� 2 12' � OF MAXIMUM DENSITY. (1/2' NAX. SIZE) L
VMIES I 70 SL 2L 1L 7L 5L
� 78'- -I 1B' .. ..a
12 SL YL 1L 7L BL
� BOTTOAI, LEFT, R RICHT
SIDES TO BE 72� MIN. 18 BL ]L 2L 1L 8L
" � BEDUING MAIERIAL �
� � NOTE: L� ONE PIPE LENCTH ( 1B FEET )
A OYERIAY Y5.0 FltOY CEN7ER IJNE OF iRENCH, BOTI 9DE3 OF OPEN ,
� p1T MIM 1' YIWMUM T�TE 5-NI �HALT OR MATCH EXISTNC
��. �� /� i/� �� SURFACE M�lE1tlAL YMEN POSSIBLE. B COMPACTED SUBGRADE, COMPACTED 7,�7lff ABOYE TA&E 91ALL SEROE AS A GENERAL GUIDE d1lY. IT IS iHE ENQNEER'S RE�ON981LITY TO
4' MIN. B. CONSiRUCT 20' DEEP % MIOTH ANU LENCM OF 1qENp1 MI7H CEMEN7E0 TO NOT LESS 1HAN 98R AASHTO T-180 CORRECRY DE9GN AND SPEpFY T1E 1klpMUM LENC7H5 OF flE57R�1E0 PIPE COH9DEPoNG THE E70571NG
- COpU1N� pt IIMEROCK. SEE �EpflCATONS /R BELOW FOR
COMPACIidi REQINREMEN75. A FlGfdt MPE LAYNiG CON�IiIplS 7ME GNIIYUM TEST PRES9IRE 91ALL BE 150 P9 MI7N
C. PRON�E QEAN BAptFlIL BACKFlLL SHN.L BE REPLA(1V IN 8'
NoiES: �we�a i� oe�Rr�i�s oerzn� +� ev Ms,r v', •r. CONCRETE DRIVEWAY REPLACEMENT DETAIL Z. TME ENCINEER OF RECORU 91ALL �EftlFY ALL RESiRNNED IENCMS ANO .uSTIFY ANY CHANCES WE TO
pFFERENT INSTALLATON CONDI71(1NS
1. BEOpNO WTERML SIMII COMSISf OF IN-SIIV QRwULAR N�TERNL - t/2• 0. UITpI MIDiH (W)+1Y'. MATp1 EXIS7ING TYPE Ni0 MICKNE55 OF
WVf. 412E. UNSURABLE IN-SffU WTERMLS SUCH AS MUCK, �EBRIS AND �+�.T «+,w� 5-w�• = MECHANICAL JOIN7' RESTRAINT REQUIREMEN7'S
LARCER POCK 5lMLL 8E REMOVEO.
T. TME PIPE SlMLL BE FULLY SUPPORTEO FOR ITS ENfIRE LENGTH WITM NOTES:
/�PPRpPRNTE COMPACTION UNDER ME PIPE HAUNCHE3. 1. REPLACE� BASE MATEPoAL OVER DITpI SHALL BE AS 910M! IBOVE. ' .
J. THE PIPE SWLLL BE PVLm IN A DRY TRENCX, UNLESS A WET TRENCM 2 BASE MAIERIAL 41ALL BE PLACED IN 6� LAlERS OR AS O7HERN75E
INSTALUTION 15 APPROVEO BY THE NLUCE APM20VE0 ANO EApI UYER 7HOftWCHIY YEp1ANICALLY CpIPAC7E0 TO
(9E7h DEN97Y AS UE7ERMINE� BY A�91T0 T-1B0.
�. BACKflLL SNALL BE FREE OF UNSUIfABLE IMTERNL SUCH AS IARQER 3. ASPHALT COlICREIE PAYEMENT JdNTS SHALL BE LAPPEO AtN
ROCK. MUCK AND DEBPo9. iEAMEREO. �
4. ALL P�VEIIENT JpN75 SHALL BE MECHANICALLY $ANED.
5. ALL WOPof 5lMLL CONFORM TO SMTE OF FLORIDA iRENCH SKEIY ACf. 5, SURFACE MA7ERLIL 1NLL BE CON95IENT M17H E%ISTINC SURFACE OR
AS OiHERN15E DIREC7ED (iIPE 5-NQ ANO PLACEU IN �LCqtDANCE
• COMPACT TO t001L UNOER O(ISfING R PfiOPOSEO ROAD". COMPNCT TO M�M FDOT REqIIREYEN7S
BS1L ON N.l O7HEN MFAS UNLE55 NOTED ElSEMMERE. 8. A WNIMUN OF 7M0 UEN9TY 1E5T5 4fALL BE TNtEN FOR EApI 9% (6)
INpI LIfT OF SUBCRME ANO EAp1 OPEN pJT p20S9NG MHEN 7HE
SPEOFlED COYP�CIED BASE IS GREAIER MAN 9% AND ONE-HALF
TYPICAL TRENCH DEfAIL " ca, ' asES� a�rsocro s va�n w�hPo��is ugu � e�aµflwc�s�+w. �
OBTIR/E� BY A CERTFlED LABORATORY. UEN9TY TE5T5 91ALL BE
CONDUC7E� BY � CER7IFlED UBIXUTORY IXt 7HE PERMITIEE'S _
CONSUlTAN75. 7liE PERCENTACE OF MA7�Ml1M OEN9TY REOUIflED SHALL
BE IN ACCIXi0M10E MITI TIE LA7EST EMTON OF ME fLd31DA
DEPARiMENT OF 1RANSPORTA710N STANDAR� SPEQFlCA710NS � corr FINI9iED GRADE �
OF /�LL COIIPLEIED ANO ACCEP7ED DEN9TY 7E575 91ALL BE FI/M1191ED
TO 7HE CWN7Y ENQNEER'S OFFICE PWpt TO FlN/J. INSPECTON. �
O �
DUCTILE IRON 5/8' TIE RODS (TYP.) 'n �
FLEXIBLE PAVEMENT REPLACEMENT DETAIL PRESSURE PIPE (SEE NOTE 2) CONFLICT PIPE ,�
s I - ' 24•- I _ Qt
9 I
�
Q m 8 . CONCRETE COWR
O 7EMPORARY BApCFILL
¢ H 22-1/2' (PREFERRED) -
�
e'-o• e'-o' OR 45' ELBOW
�RAVITY BLOGK (TYP)
3 NO JOINTS BETWEEN FIT71NG5
SEE NOTE 2J
TEMPORARY FLUSH PIPE
ANO 45' BEND
I
i PLAN FITTING TYPE
i
I �N VAL
UNDER CONSTRUC710N
�
POUR CONIXtETE COLLAR TO
3 cRME IN SODDEO AREAS CONFUCT PIPE �
� CASTIRON COVER MARKED 'WA7ER'
� ioP oF P�vEUEr+i - ACCEPTABLE OEFLEC71 $LOPE UP T�
� NOTES.
1 � IPPE AT POINT�OF CR SSIF MIN.�
7. UPON CONPLETION OF THE PIPE INSTALLA710N FOR ANY SEC710N,
7HE MAINS SHALL BE CANNON FLUSHEO TO REMOYE DIRT AND ANY
� - l^ = OTHER FOREICN MAT7ER BY ACHIEVING A MINIMUAi VELOCIT' OF 2.S
j J � FEET PER SECOND IN 7NE PIPE. MAINS MAY BE E�7NER
CJ IEMPORARILY WO ABOVE GRAOE IXt TEMPORARY FIT71NG3, PIPE
F ETC. MAY BE USEU TO FACYLITA7E CANNIXJ FLUSHINC.
U
5-7/4' C.I. ADJUSTABLE VALVE 2. INSTALL A 49' BENO AND ASSOpATEO PIPINC AS SNONN TO DIRECT
� eox (INSIUE SCREW TWE) Qj Wq�R MAIN COLOR CODING REQUIREMENTS D.I.P. D.I.P. �RCISE D CME AS TO ENSU E R1E W�AIER U seo w
p ' FLUSHINC UOES NOT CAUSE A NUISANCE OR INFUCT PROPERTY
E F ALL BURIED WAlER MAIN PIPE, INCLUOINC FIT7INGS, SHALL BE COLOR CODED OF2 DAMAGE.
MARKED USING BLUE AS PREDOMINANT COLOR TO DIfFEREN7IATE DRINKING WATER fROM DEFLECTION TYPE 3. BENOS AN� PIPINC SHALI BE 7HE SAME SIZE AS TiE LINE TO BE
o � �� RECLAIMEO OR 07HER WATER. UNDERGROUND PLAS7IC PIPE SHALL BE SOLID-WALL ttuSHED.
'rc� . BLUE PIPE, 91ALL HAVE CO-E%7RUDE0 BLUE EXTERNAL SKIN, OR SHALL BE VMITE OR NOTES:
ra. 4, PRIIXt TO iHE ACTUAI uNE FLUSHINC OPERA710N. THE CONiRACTOR
a : g BLACK PIPE N7TH BLUE S7FiIPES INCORPORATED INTO, OR T0, THE PIPE WALL� $HALL PROPERLY NO71FV 7HE NLLACE OF SUCH INTENDED WATER USE.
� UNDERGROUND METAL OR CONCRETE PIPE SHALL HAVE BLUE STRIPES APPLIED TO 'IHE 1. iHESE METHODS ARE TO BE USED WHEN INSU�FICIENT COVER EXISTS TO ALLOW PRESSU�E
� PIPE TO CRO55 ABOVE CONFLICT PIPE N7iH 6 VER7ICAL SEPARATtON AP1D MAINTAIN 30
m� PIPE WAIL. PIPE STRIPED OURING MANUFACTURING OF iHE PIPE SHALL HAVE COVER TO FlNISHED GRADE. 5. No EwSnNC v,LLVES sn.w_ ae TuRNEO a+ IXt oFr, E%CEPT BY
CONTINUOUS S7F21PES THAT RUN PARALLEL TO THE AXIS OF iHE PIPE, 7HAT ARE AUTHORIZEO NLLACE PERSONNEL.
��`+a LOCAlED AT NO GREA7ER THAN 90-DEGREE IN7ERVALS AROUND THE PIPE, AND THAT 2. FITTINGS SHALL BE RESTRAINED MATH MECHANICAL RESiRAINTS AND EITHER GRAVITY
o j N7LL REMAIN INTACT DURING AND AF7ER INSTALLATION OF 7HE PIPE. IF TAPE OR BLOCKS OR TIE RODS. 6. FLUSHING SHALL NOT BE ACCOIAPLISHED WITHWT THE AC7UAL PRESENCE
OF THE VILLACE.
Q'� - PAINT IS USED TO STRIPE PIPE DURING INSTALLATIINJ OF iHE PIPE, THE TAPE OR 3. THE DEFLECTION TYPE CROSSINC IS PREFERRED.
a 50unaE NuT PAINT SHALL BE APPlIEO IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS 7. AFTER 7NE L1NE UNDER CONS7RUC710N HAS BEEN SUC�SSFULLY -
rn�+- FLUSHED THE CONIRACTIXt SHALL REMOVE 7HE 7EMPIX2MY PIPING
o OF THE PIPE AND THAT IS LOCATED ALONG 7FiE TOP OF THE PIPE; fOR PIPES VATH AN 4. DO NOT EXCEED 75X OF MANUFAC7URERS RECOAIMENDED MAXIMUM JOINT DEFIECiION.
� MECHANICAL ARRANCEMENT AND PROCEEO NiTH THE REMAININC CON57RUC710N AS
INTERNAL DIAMETER OF 24 INCHES OR GREAlER, TAPE OR PAINT SHALL BE APPLIE� IN SPECIFIEO.
- o j �qN7 vwvE� � 5. MECHANICALLY RES7RAIN ALL FITTINGS, AS PER MANUFACTURERS RECOMMENDA710N. .
3 CON7INUWS LINES ALONG EACH SIDE AS WELL AS ALONG THE TOP OF THE PIPE. �
36' MIN IN STATE ROAD R/W AND UNDER ASPHALT 8. ALL PIPINC SHALL BE MECHANICALLY RE57RAINED IN ACCORDANCE Ni'Ri
VILLAGE STANOMOS. THE NUMBER OF PIPE LENCTHS TO BE ftES7RAINED
SHALL BE PER YANUFACNRERS RECOMMENDA170N.
E
�Z NOTE PRESSURE PIPE CONFLICT DEfAIL
vr VALVE NUT EXTENSION IS REOUIRED ON ALL VALVES N77H MOFtE THAN 38� OF
a o COVER. EX7END NUT TO VATHIN ,e• or vw� eoX R�M. CANNON FLUSHIN DETAIL
oa
v
TYPICAL VALVE SErTING
r
N
g
m a
N a
� E � KEyp� �q�, PROJECT IIANAGER DEPARIMENT AIANAGER DRAWN HY CHECNE� BY
° u � � ARCADIS VILLAGE OF TEQUESTA s�iEET TnEUDA T. JENSEN �S� STERN S C.�JENSEN
"' " ""� �� M'"� SOUTH CYPRESS DRIVE � ��NE, 2006 NONE
� � Z �� Y � 0 P° �� °1 ' WATER DETAILS PROJECT NUMBER DRAWING NUMBER
o`m � Weat Palm Baach, Florida 33411
Q e/oz/as HFALIH DEPT. COMMENfS rei: �ei-ss�-�000 Fox: 581-697-7751 STREETSCAPE IMPROVEMENTS
�' 8 �,. SOUTH CYPRESS DRIVE RF005155 9 of 12
O � REV. ISSUED DATE o�sc�arioe Certificate No. E800007917
� PROPERT' LINE
METER 80X AND METER BY NLLAGE (TP)
- �.lV 20' DIP MIN. (AS NECESSARI� � �
BOX � METER BY VILLACE ` �
PRESSURE TEST LIMIT Z� L � � 1' SERNCE LINE �
f.--- PAVEMENT 4' 10'-0' 70'-0'
< 78' 18' '"� � WATER MAIN � 12" MIN. ANCLE STOP (TYP) �
• 72' tY a . VALVE No.7 MIN. MIN. VALVE Na.2 � t
MiN. MiN. SINGLE SERVICE ;
� K SEE NOTE PROPERTY
ANGLE METER payETHy�ENE TUBING w�o AS ECESSMY IPE LINE (TP)
PAOLOCK WINCS �RVICE LINE � U
I O �
F OIXIBLE S1RAP SADOLE AND FORD U48-�] I
SHORT SERNCES ONLY Z W CORPORATON STOP REWIREO. SANITARY SEWER MAIN BRANCH PIECE �
I � (1' NIN., 2� MAX.) 1' SERVICE LINE
WA7ER �
CENTER AL SEAL 0' OR 43' MAIN Fl� .
ENDS (TP) ��E
I I EXISTNC NNN _ �
(POTABLE WATER SU �
surr�rJ 78 . �B. DOUBLE SERVICE ;
UNDER E STI C�PA�EMN T, NSTALL MIN. MIN. o Z � .
GALVANIZED STEEL CASING DWBLE STRAP $AODLE. 0 MIN.
(2' MIN„ 4' MAX.) OR SCH. 40 PVC (CORPIXtATON STOP �
IS REWIflEO) OWBLE STRAP TAPPING
MI
SADDLE - AWWA (7YP)
NOTES: a y i �
�� SB�APAR� TAPS SPACEO BETNEEN�78�T0 4B� SHALL 9E OFFSET�TO EACH VALVE /7 AT V �� �2 0 �< - �Y BRANCH
90E OF TME MNN, OR OFFSET 45'. TAP IXi TEE � n v - Z
o �
2. METER BOX SHALL BE SET TO CONFORM TO FINISHED CRADE ADJACENT TO
PROPERtt LINE. MEIER BOX SHALI. NOT BE PLACED IN SIOEWALK IX2 DRIVEwAY 2' SERwCE LINE
AREAS. SERNCE LINES SHALL NOT BE PLACED UNDER DRIVEWAYS.
S. T1/81NC TO BE PIX.YETHYLENE
4. ALL 9/B' k 1� NE7ERS REQUIRE A 3/4' dt 7' LOpCING - �
ANCLE ME7ER VALVE RESPECTIVELY. LLOSESL CIX2POftATON STOP (TW) �
5. 2' METER REOUIRES BY-PASS 1. BOTH VALYES SHALL BE KEPT CLOSEO EXCEPT FOR flLLING, unn�., ;
FWSHING AND BAC7ERI�OCIC�L 7ES11NG PURPOSES 1" LINE (TYP)
8. OIMENSION �A' � 7' S�B' ME7ER) �, � g�Ep, � � RGMFD�whq�� �� �ipgE ��� g mX �
ff
� B' 1 METER) 2. THE CIX2PIX2ATON STOP MAY BE USED FOR FEEDINC CHLORINE SOLU770NS, ��pq pE �� ��r gpy�pM CY110f � W/rtMEq M OqOO 9WL E MOYffD�IO iMV IK
� 12� (2" METER) AND POR VEN7INC DURING PRESSURE/LEAKACE TESTS. �� qp,p� yp pryeE �q yN �dns nr mmryrt �py nE pR pr �
7. MAXIMUM SERNCE LENC7H IS 100' TO ME7ER. �IIpp9Q �➢I p LLg IIW� 1p (t0j fRt i740� MR 1�0 AM; BOM RI45 9w1. E WP. NO M 1N�Y
J. 7ME NLLACE SHAII BE NOTflEO BEFIX2E FIWNG AND FLUSHINC. VALVES ON qp� gp�yqpN ����rty w� � p p,r�ph W AOiI/�tlR�nW/RGMlD M1fR ii0 OUADRUPLE SERVICE
• 36� MIN. IN STAIE NOAO R/W � UNDER ASPHALT E%ISTING SYSTEM SHAIL BE OPERATED ONLY BY NU.ACE PERSONNEL ���� ��� • ���1Y� �El� uO�� � 6
SECTION: WA7'ER SERVICE 4. AF7ER BAC7ERIOLOdCAL CLEARANCE, VALVE NO. 2 IS TO BE �IX EORD 10R SIW141F16
J8' MIN. LEFT OPEN WITIWT A VALVE BOX.
5. PRESSURE TEST PUNP CONNECTS TO SERVICE LINE OR BLOwOFF. z wp,wM PoMIIL wrVr r� kM (w1 �T �K 7�R h'LL ro�'u1 ���� NOTES:
NO E%7R� TMS ARE PERMIT7ED UNLESS APPROVAI MAS BEEN BY THE NLLAGE. �� m� �� p�� � G� r�ww9N wY Z'v1�Pm a A aR N aY
O WIQ�M I�l iMEE REi M7IQCIR�L 06WCL (� W E1R01 ImMiD M1ER Yw MD 7, AUTHORIZED SERNCE LINE MATERIAL SHAII BE POLYETHYLENE 7UBINC.
� wa � mr �.m. wmcw w.er .w a�aa
2. MULIIPLE SERVICE/METER INSTALlAT10N5 OF MORE 7MAN 4 METERS PER
WATER MAIN DOUBIF VALVE DEi'AIL SERVICE ANU SERVICE LINES LAR(iER TIAN 2' IN DIANETER SMALL BE
Y FpS yYl �q011p pflgL M1ERp yyi pl �qMFy �lfp yy� yylL 9F IIp W IM0�1¢ � IN�Y M.wIE�L HANDLED ON AN INDINDUAL BASIS.
mwix a nuK i wo an�u� »c au�a ar nE raa rw wo wmc a ac rowt .aw
Yw 011 YEt1NED WN �1x TE NAME 1NW WM OII IIEOMEU �11Frt WM 1.1C016 GFM 11E fqCF 3. NO FITfINGS BETWEEN CORP. STOP 8 ANCLE VALVE OR CORP. STOP A[ "Y
� BRANCH FOR MUL7IMETER INSTALLATIONS.
4. �V�t WOYIi !NL 11� UWI IQA�E �WI Y116 �IIII � IM IY NIIICY. lOW11B01 �Elff�fA 1�L
we�E TM"w""vr'°" n"°' a'""`""', " ar m'n' a°ua't °""'ow` `a`"'"" MULTIPLE SERVICES
G91W OX AE OO.IC 6 IEYRD MO M INIY �EIIIE�L �MVI0119WL E E. wQ TF1E B Iq
O KIFAWIR 10 ��SitMSR WfIW. AE 111�MC PG � IW9E �RII YY4 � IMIIM IY NIIIN'/L �YMiiOx 6
� pO � E F�O.�TMI�f f�Ol 11E POIf 6 1�� If]t, M POP9E M1ER IWI 9YLL S WP. NO M A4
P SPECIAL H19RANT TEE !. Ip[q( �VIp tx1Q Up !WL qpi pW �OR111FN W16 �IM IM. IY �R141 lPNNIIpL �Ik1E A! 1M.
L
YMNIp fIM tlf R WIIfM[4 M�1101 YlM2 91YL K flIG� M � 1/l IC N6 CBx6 EMtiD Ohll
�j V M CbWlO �RI IM. 6' �OIIIGI SFNMNqIL
J y
a
����
o = WATER MAIN, SANITARY SEINER AND STORM SEWER °'• "� °t 2 ' BACK�LOV PREVENTpt
W BOLIARD � CT
Q CONFLI� METER BOX 7E5T COq(
; (IYPICAL)
� 2-1/2' % 3/4' HYORANT �DAPTOR Q
m 4 1/2' PUMPER NOZZLE -
FACING AS DIRECTED, ANO
N TWO 2-7/2' HOSE NOZZLES. � 1RONZE BliLL VALVE
( CROUND IXt � MIN. 4" O.I.P. OR SCH. 40 w�rae u�ren a•, t vr ae r�
3 PAVEMENT SURFACE i y GALV. STEEL PIPE FlLLED � RYP�
j 3 3 � 1N'fli CONCRElE k PlUN7E0 b
N i = � � flNls'+ED mt�oE SAFETY YELLOW (LARGER �
SIZE MAY BE REbUIRED �EO puo�
j DEPENDING ON LOCA'fION)
� ' �&tONZE BM.L VALVE L BO%
% � S/4' P.V.6 SCH. 40 fl'. 1 1/2' OR E')
Q vu.ve sernN SLOPE CONC. FOR � OO irn'a
r (SEE DETAIL) WA7ER SHED "� �
� s � � . � 3/4' DIA MNl.
SCfI. M PVC
�
Q UNOS� RBE 8' R.S.QV. �♦ �qpE
3/4' LOCKINC � BRONZE H�LL VN.
E � I a�u. vN.� b iixr���r aR r>�� \ w+c��ov rncvcr+rw
OV � �
p� � IIETER V/ IIETER
a SET PIPE IN � u�ua+ (irrJ
i a CONCREIE FINISH CRAOE , , a e a�u_� vrwves - �
0
�� uNOisiurteeo � � M \ • � ' � 12' M[N.
o/ �� CLEARMILE
N a 6' D.I.P. CORPptATON STOI+ �� ��
� 16' MIN. e.
p l �`� W�IER YAIN .
�� 1. HY�RANT SHALL BE INSTALLED PLUMB AND 1RUE. pqJglE STRM SADOLE L]NE FR011 MRIN LINE TO CUSTp1ER
.t�
1. THE MODEL AN� COLIXt HYORANT SMALL BE PER S.I.D.
;� REQUIREMENTS. TRAFFIC POST DETAIL �
NOTES:
�� u D. VALVE SHALL BE PLACED AOJACENT TO MAIN, TIED TO 7EE.
E o O tlOg. I. ALL PIPING IS METER S2E
4. NECHANICAL JdNT ( MJ ) ANCMORINC FITTINGS N7LL BE USED AS NOTED. SAMPLE PdNT SHOULO BE A SERVICE LINE OR FIRE H19RANT
yr 3. ALL HYDRANTS SHALL BE TEE'� OFF OF MAINS IF POSSIBLE. 2. AlL PIPING IS BftA55 N77H iHREADED FITTNGS
Oa 8. HYDRANTS SHALL NOT BE PLACEU IN SIUEWALKS, ROADWAYS OR 3. iHIS DETAIL IS AL50 APPICABLE TO 5/8� AND ]/4'
BIK E PA T i S. SERNCE WHERE A BACKFLOW PREVENTION DEVICE IS REWIRED
� 7. ALL JOINTS TO BE MECHANICAL RESMMNED. SAMPLING POINT �ON MAIN�
~ SAMPLJNG POINT (ON HYDRAN'n 1". 1 7/2" 82' ABOVE GROUND MEfER
� MODIFIED FIRE HYDRANT ASSEMBLY
�
N �
b t
¢ E �5 KEYPLAN SEAL PRQIECT NANACER DEPARIMENT !AMlAGER DRAWN BY CHECKEO BY
° v � � ARCADIS VILLAGE OF TEQUESTA S� ��UDA T. JENSEN �S� STERN T�JENSEN
� Z ARCADIS G R Y INC. JUNE, 2006 NONE
2081 Yrsta ParM�ay SOUTH CYPRESS DRIVE WATER DETAILS pRQIECT NUMBER DRAYANG NUM9ER
a� Td��. 561� 697� Fox� 561 � 897-7751
�
g ,,..,,�aa�-�,.�,,, STREETSCAPE IMPROVEMENTS SOUTH CYPRESS DRIVE
O REV. ISSUED OATE oESCa�r�ioN Certificate No. E800007917 RF005155 � 0 of 12
POST OPTIONS: OP110NAL POST EROSION CONTROL NOTES: MANAGEMENT PLAN: CONSTRUCTION SCHEDULE:
WOOD 2�� MIN. 0 pOSI710NS PRINCIPLE POST POSITION
�OD � X I I a � t .� - (CANTED 20' TOWARD FLOW) �, 1HIS ORAWING IS FOR EROSION CONTROL PURPOSES ONLY. ALL EROSION CONIROL MEASURES SHALL BE INSPECTED DAILY t. CONFlRM LOCAl10NS OF AND CONSTRUCT/INSTALL SILT
STEEL 1.33 LBS/FT. MIN. � 6' MAX. FILTER FABRIC (IN F� AND AFTER EACH HEAVY-RUNOFF PRODUCING RPJNFALL. ALL FENCES, SEDIMENT TRAPS, OIVERSION DITCHES, CHANNELS,
CONFORMANCE VATH � 2. PRIOR TO ANY OTHER CONSTRUCTION, ALL PERIMETER EROSION NEEDED REPAIRS SHALL BE MADE IMMEDIA7ELY TO PREVENT CHECK DAMS, AND 'f11E CONSTRUCTION ENTRANCE AS
SEC. 985 FDOT SPEC.) � CONTROL DEVICES SHALL BE INSTALIED. FURTHER DAMAGE AND EROSION. SIRUCNRES 1HAT SHALL BE SHOWN ON THE DRAWINGS AND IN ACCORDANCE WI1H
� FlLTER FABRIC INSPECIED INCLUDE: CONIRACT SPECIFlCA710NS.
� 1HE INSTALLATION OF EROSION CONIROL MEASURES AND
SILT FLOW PRACi10ES SHALL TAKE PLACE PRIOR T� OR CONCURRENT NAltl OU'fLET PROTEC110N 2. CLEAR AND GRUB TO IJMITS REQUIRED FOR CONSTRUC110N
r
� Z / /
o � � m � CHECK FOR EROSION AROUND OR BELOW THE RIPRAP AND IF AND IN ACCORDANCE WI'fli CONiRACT SPECIFICA710N5
� LAND DISTUR8ING ACTIVITIES. STONES HAVE BEEN DISLODGED, MAKE NEEDED REPAIRS TO STOCKPILE FlLL MATERIAL IN AREAS DESIGNAIED FOR
'� � � , 3. ANY ADOI110NAL SILT FENCE, FlLTER BERMS, MULCHING, OR PREVENT FUR'fHER DAMAGE. STOCKPILES AND DISPOSE OF WAS7E MATERIALS.
TEMPORARY GRASSING REQUIREO BY THE PLANS SHALL BE SEEDING, FERTILIZING, ANO MULCHING 3. BEGIN EXCAVAiION AND GRADING ACT1VIilES AFTER ALL
ELEVATION SECTION 7} E POIN�T I 1HAT I THESE ME SURES C N BE�EFFECi1VELY�EDED TO SEEDED AREAS SHALL 8E INSPECTED FOR F/ULURE AND REQUIRED EROSION CONTROL MEASURES HAVE BEEN
IMPLEMENTED. THE LOCAiION OF SOME OF 1HE EROSION CONTROL NECESSARY REPAIRS SHALL 6E MADE IMMEOIATELY. INSTALLED AND CONSTRUC'fED.
DEVICES MAY HAVE TO BE ALIERED FROM 1HAT SHOWN ON THE SILT FENCE 4. BEGIN CONSTRUC710N OF STORM ORAINAGE SYSIEM AND
•:��.;" TYPE III SILT FENCE PLANS IF DRAINAGE PATIERNS DURING CONSTRUCTION ARE ANY FABRIC WFiICH COLLAPSES, 7EARS, DECOMPOSES, OR INSTALL TEMPORARY INLET PROlECT10N AND PERMANENT
.. DIFFERENT FROM THE FlNAL PROPOSED ORAINAGE PATTERNS. IT BECOMES INEFFECIIVE WILL BE REPLACEO IMMEOIATELY. REMOVE WTLET STABILIZATION AT EACH STORM DRAINAGE PIPE.
, ;: r�•�`''�� IS THE CONIRACTOR�S RESPONSIBIUTY TO ACCOMPUSH EROSION � SEDIMENT DEPOSITS BEHIND FENCE WHEN SEDIMENT
,.' . CON11tOL fROM ALL DRAINAGE PATIERNS CREATED AT VARIOUS qCCUMULAlES TO 6 INCHES. 5. ESTABLISH flN14iED GRADES ON SIIE PERIMEiER SLOPES
STAGES DURING ANY PHASE OF CONSIRUCTION. ANY DIFFlCULTY AT EARLIEST POSSIBLE DATE. APPLY PERMANENT SOIL
IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION ROCK CHECK DAMS STABILIZATION IN ACCORDANCE YATH CONIRACT
Z "� SHALL BE REPORTED TO 1HE ENGINEER IMMEDIATELY.
�` ..� �•,� -= INSPECT FOR SIGNIFlCANT EROSION AROUND THE EDGES AND SPECIFICA710N5.
�� SILT FLOW BETWEEN DAMS. INSTALL PROTECIIVE RIPRAP LINERS IN
� `'1 � . y . ^ � p; y �'. � � 4. iHE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE pORTIONS Of 1HE CHANNEL WHERE EROSION OCCURS. REMOVE 6. AREAS TO BE LEFT DORMANT FOR LONGER THAN 7 DAYS
ADJUS'fE0 AS CONSTRUC710N PROGRESSES IN OROER TO MAINTAIN . SEDIMENT ACCUMULAlED BEHIND THE DAMS AS REQUIREO TO MUST BE IEMPORARILY STABILIZED.
' \ � _ • ' �� � A FUNC110NING EROSION CONTROL SYSTEM.
a � ; PREVENT OAMAGE TO CHANNEL VEGETAl10N. ADD STONES TO
;;"^'r: \\ _ O � _, .•�- 5. SILT FENCE SHALL BE PLACED DONM GRADIENT OF ALL �DAMS AS REQUIRED TO MAINTAIN OE�GN HEIGHT AND CROSS 7. THE CONIRACTOR IS RESPONSIBLE FOR MAINTAINING ANO
STOCKPILED SOIL OR BORROW AREAS. SEC110N. MODIFI1NG ANY AND ALL EROSION CONTROL MEASURES AS
"' � REQUIRED TO PROVIDE AN EFFECTIVE EROSION CONIROL
p'N ` � BLOCK AND GRAVEL INLET PROlEC110N SYSTEM.
6. 1HE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNC710N AS
5�� �.� � ' "- ��^ N ��� INTENDED, FOR ANY REASON, SHALL BE REPORTED TO 1HE REMOVE SEDIMENT VMEN 6 INCHES �OF SEDIMENT HAS
_ ' �n SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE _ ACCUMULATED IN THE SEDIMENT POOL AROUND THE INIET. 8. AFTER GROUND COVER IS WELL ESTABUSHED AND iHE
�,.7.�;{ �, y " N71H CHART I, SHEET 1 OF 3 AND DITCH INSTALLA710NS ENGINEER IMMEDIATELYI SITE IS STABILIZED, REILRN TO THE SIIE AND REMOVE
. � AT ORAtNAGE STRUCTURES SHEET 2 OF 3. TEMPORARY SEDIMENT 7T2AP ALL IEMPORARY MEASURES INCLUDING �SILT FENCES,
' � TYPE III SILT FENCE PROTECTION 7. EROSION CONTROL DEVICES SHALL 8E INSPECTEO AF1ER EACH SEDIMENT SHALL BE REMOVED FROM iHE 1RAP ANO THE 7RAP SEDIMENT TRAPS, DIVERSION DITCHES, AND ROCK CHECK
TYPE III SILT FENCE ^ AROUND DITCH BOTTOM INLE15. TYPE III SILT FENCE RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED SHALL BE RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 1 FOOT DAMS. INSTALL PERMANENT VEGETAl10N TO ALL AREAS
PERIODS OF CONIINUOUS RAINFALLS. OF SEDIMENT HAS ACCUMULATED IN 1HE TRAP. 1HE SEDIMENT DISIURBED BY THE TEMPORARY MEASURES.
NOTE: 8. EROSION CONiROL DEVICES SHALL BE REPAIRED AS NECESSARY �MLL BE DISPOSED OF AND 1HE CONTAMINAlED PART OF 1HE
DO NOT DEPLOY IN A MANNER THAT SILT FENCES NALL ACT AS A DAM ACROSS TO MAINTAIN A FUNCTIONING EROSION CON1TtOL SYSTEM. GRAVEL NALL BE REPLACED. THE S1fiUC1URE SHALL BE 9. REMOVE EROSION CON7ROL MEASURES WI'tHIN 30 DAYS
PERMANENT FLOYANG WA7ERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND CHECKED FOR DAMAGE AND 1HE SPILLWAY SHALL BE MAINTAINED AFTER FlNAL SIIE STABILIZAl10N.
LOCA'f10NS ANO IURBIDI'fY BARRIERS USED AT PERMANENT BODIES OF WATER. AT A MINIMUM OF 1.5 FEET BELOW THE POINT OF THE
9. TEMPORARY EROSION CON7ROL DEVICES SHALL BE MAINTAINED EMBANKMENT. DAMAGES SHALL BE REPAIRED IMMEOIATELY AND �
SILT FENCE APPLICATIONS UNT1L PERMANENT COVER IS ESTABUSHED AND THEN REMOVED SO �EN SET7LEMENT OF THE EM6ANKMENT OCCURS.
THAT DRAINAGE fROM 1HE SI1E IS NOT IMPEDED.
10. 'fHE CONIRACTOR 91ALL NOT PLACE ANY FlLL MATERIALS WITHIN RIP RAP MALL BE REPLACED WFIEN DISPLACED FROM THE
QOS �� Q �SV�� P � EI'IHER TYPETO OR WETLAND AREA WHEN WORKING ADJACENT TO STOCKPILES .
,�F,�, gE STOCKPILES SHAIL BE CHEq(ED FOR SEDIMENTATION AND
11. 1HE CON7RACTOR SHALL BE RESPONSIBLE FOR THE PROJECT
5 �,\N STABILIZA710N.
COMPLYING MA1H APPLICABLE STATE WAlEft QUALITY STANDAROS
,Nd0 � v � \ ���E�� \C NOTES: AND YAND�ER SON SHALL B MINIMIZED AS IN A�R NSPECT ROAD REGULARLY, �MAINTAIN
f 1. MAiERIALS, CONSTRUCTION METHODS AND SPECIFlCATIONS AND PERMITS. THE �ECIFICATIONS PROVIDE ONLY �EN NEEOED IN A CONDITION TO PREVENT SEDIMENT AND
MAINTENANCE SHALL BE IN ACCORDANCE WITH 1HE A MINIMUM REQUIREMENT FOR EROSION ANO SEDIMENTAl10N
; e�• TOPSOIL FROM LEAVING THE SIIE. SEOIMENT 1RANSPORTED TO
,� /�� � F�, J � � FLORIDA DEPARTMENT OF 1RANSPORTATION STANDARD CON1F20L. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT MAIN PIANT ROAD AND TO PUBUC ROADS SHALL BE REMOVED
f' *' � �' � SPECIFICAl10N5 AND DESIGN STANDAROS CURRENT CON1Ti0L MEASURES NOT SHOWN IN SPECIFlCAl10NS. ALL COSTS DAILY.
a i � � l /� � ,, �� EDITiON. ASSOqA7ED WI1H TURBIDITY CONTROL AND SEDIMENT
� STABILIZAl10N SHALL BE BORNE BY THE CONTRACTOR.
a � I � �� �+ b i � � i.�� � �� 2. CONTRACTOR SHALL PROVIDE SILT FENCES AND HAY PERMANENT CHANNEL
w .� �� � r / � .� t''/ � /�� �/ BALES AT ALL STORMWATER OISCHARGE POINTS FOR 12. 1HE CONTRACTOR SHALL SAKE ALL MEASURES NECESSARY TO MAINTAIN ALL VEG£TAT10N ADJACENT AND IN CHANNEL.
�� � i IMMEOIATELY REPAIR DAMAGES DUE TO PIPING, SCOUR HOLES, OR
� I � EROSION CONTROL AND SEDIMENT CONTROL DURING CONIROL NRBIDITY INCLUDING, BUT NOT UMIlED T0, THE
a � � � I I � ► p0E �' ► � BANK FAILURES.
i � CONST. INSTALLATiON OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE
3 � %�� I � N�// �� �' %�� J 1HE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO 1HE �
� '� r t �/j� �' �� j� t 3. CONTRACTOR SHALL ROUGH GRADE STORMWATER RECEIVIN& WAlER BODY EXISTS DUE TO 1HE PROPOSED WORK. DIVERSION DITCH
SWALES AND RETEN710N AREAS PRIOR TO TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL LOCA710NS INSPECT FOR ANY EROSION. REMOVE SEDIMENT WHEN SEDIMENT
� CONSTRUCTION OF SIIE IMPROVEMENTS. UN11L CONS'fRUCTION IS COMPLETED AND DIS'fURBED SOIL AREAS ACCUMULAlES TO 4 INCHES.
i SET POST AND ATTACH FlLTER FABRIC TO POST BACKFlLL AND COMPACT ARE STABILIZED. 1HE CONIRACTOR SHALL ALSO BE RESPONSIBLE
� EXCAVATE A TRENCH AILQYANG 1 FT EXIENSION INTO E%CAVATED SOIL 4, CON1TtACTOR SHALL MEET ALL PERMIT CONDI110N5 FOR REMOVING THE BARRIERS. AT NO 11ME SHALL 1HERE BE ANY
0 1HE TRENCH AS SHOWN AS ESTABLISHED BY THE CITY OF JURISDICTION AND/OR OFF-SITE DISCHARGE WHICH VIOLATES THE WATER WALITY
� ALL O7HER APPUCABLE AGENCIES, INCLUDING 8UT NOT STANOARDS IN CHAPTER 82-302 AND 82-4, FLORIDA
� SILT FENCE DETAIL LIMITED TO COUNTY, FDOT, AND THE SJRWMD. ADMINISTRAl1VE CODE.
� F.D.O.T. INDEX N0. 102
a 13. ALL AREAS WHERE LANDSCAPE OR GRASSING HAS BEEN REMOVED
� BY CON1TiACTOR'S OPERATION SHALL BE REPLACED IN-KIND
° CLOSED CELL SOLID PLASTIC FOAM
UNLESS OTHERYASE NOTED.
� 6' MAX. ROTATION (B" DIA. E�UIV. - 12
3 LBS. PER FT. BUOYANCY) � 14. SEDIMENT 1TtAPS, SILT FENCE AND OTHER MEASURES INTENDED TO -
° TfiAP SEDIMENT ON-SITE MUST BE CONSIT2UCTED AND
� FUNCTIONAL BEFORE ANY GRADING OR LAND DISNRBANCE TAKES
E F PLACE.
pU W
a� o - 15. PERMANENT OR lEMPORARY SOIL STABWZAl10N MUST BE APPUEO �
�� � 18 OZ. NYLON REINFORCED 5/8" POLYPRO ROPE TO DENUDED AREAS 1N1HIN FlFIEEN (15) DAYS AFTER flNAL -
a M 18 OZ. NYLON REINFORCEO PVC
i LL o PVC FABRIC (300 PSI TEST) ° FABRIC (300 PSI lEST) WITH (600 LB. BREAKING GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL
oj ;� LACING GROMMETS S7RENG'fH) STABIUZAl10N MUST ALSO BE APPLIED WIIHIN FIFIEEN (15) DAYS
Z TO DENUDED AREAS YMICH MAY NOT BE AT FlNAL GRADE BUT
`� o � MALL R[MAIN DORMANT (UNDISTURBED) FOR LONGER THAN SIX1Y
�
a m m (60) DAYS. (INCLUDES APPLICAl10N OF BASE MAIERIAL ON AREAS
� TO 8E PAVED).
o�
di POST OP110NS: � NOTES: 16. 1HE CITY/COUNTY ANO APPROPRIATE STAlE AGENCIES SHALL
, D1 - 5 FT. STD. SINGLE PANEL FOR MAKE A CONTINUING REVIEW AND EVALUA710N OF THE METHOD
3 WOOD 2 k� MIN. p' ,DEPIHS 5 FT. OR LESS o 1 4" GALV. CHAIN
�•�� WOOD 2 X 4• / USED ANO 1HE OVERALL EFFECTIVENESS OF' THE EROSION
d CONTROL PROGRAM. If AN EROSION AND SEOIMENT ON-SITE
� E o OAK 1� X 1 7�� D2 - 5 FT. S7D. ADDI110NAL PANEL FOR DEPTHS INSPECTION INDICA'fES 'fHAT iHE APPROYED CONIROL MEASURES
�� - SiEEL 1.33 LBS/FT. MIN. GREAIER 1HAN 5 FT. CURTAIN TO REACH BOTTOM ARE NOT EFFECTIVE IN CONTROLUNG EROSION AND
UP TO DEPIHS OF 10 FT. TWO PANELS TO SEDIMENTAl10N, OR, If BECAUSE OF CHANGED CIRCUMSTANCES,
o°a° BE USED FOR DEPIHS GREATER 1HAN 10 FT. THE APPROVED PLAN CAN NOT BE CARRIED OUT, ADDI110NAL -
MEASURES MAY BE RE�UIRED TO BE INSTALLED.
u
0
� STAKED TURBIDIIY BARRIER FLOATING TURBIDITY BARRIER
._, F.D.O.T. INDEX N0. 103 F.O.O.T. INDEX N0. 103 � -
N 0
9
� L
�•E � KEYPLAN SEfd PROJECT MPNAGER UEPARIMENT YANAGER DW1WN BY CHECKEO BY
, v
c� � ARCADIS VILLAGE OF TEQUESTA T. MICHUDA T. JENSEN S. STERN T. JENSEN
SHEET TIILE DATE SCPLE
� Z MCIDIS G k M INC. JUNE, 2006 NONE
Zoe, ,n,t, P,n�.a SOUTH CYPRESS DRIVE EROSION CONTROL DETAILS pROJECT NUTA9ER ORAWING NUAIBER
o�`�, � West Pdm Beach, Floridu 33411 -
�� o � Tel: 561-697-7000, Fax: 561-697-7751
� R�. iss��o o�� �ESCRIPTION •••.a��aa�=-�.� S T R E E T S CA P E I M P R OV EMENTS SOUTH CYPRESS DRIVE RF005155 1 1 Of 12
� Certificate Na. E800007917
1
t _______—_� � � / � � � � I
� � � � � � �
I � � / � � �
� ICASEI r--------------------------------------------------i II
!
R4-7
v���� ----� i � I(ta x°s ) (2a'.ao') i i I I
� �
� / � I I I I
/ � i �•�• • L-------------------------------------------------J ii KOTECKI
_, / i Q CLEANERS i i� � i i
'~ y� � Q� I I I
� � /
-----J // � � � � � I I
x I — — — I I
_/ / ��'" ��66� L---- --------------------------- _ O
- - - - - - - - - - - - - - - - - - -
— - - //� ;C/ ^ - , i'
�
/ �C/
..
2 a [M � '`
-------� Q� 2.47� LT � K Q J � I ^ � � _ �- _ ! � — � � Q
6 — — — 6-g- Fr9- — — 1 �ii
+3 .37 0 — — — — o o — — �, — a I
0.78 RT � K � +93.00 I "' A � I v� (M) � I $ � � ,.,�r Z
� + + + + + (�J J
2
+30.67 �. a � d F U
_ 11.0 Rf
� - - - - - - - - - - - -
-- -- --' -"' --
- - - - - - �
4' SOU ITE
MAT EXISIING �
ICAL OF 5 �
� � � � X �
/
� RELOCATE 4 EXIST.
� CONC. CAft STOPS
/
� N;m NAPA
i
� � — 'v
� TEQUESTA TIR R2_� ALFORD
i (za"Xao")
�
i
I � i �.'� i i ii STRIPING KEY
� � , ����
9 I I / �� � � A= 6" SOLID WHITE H= 6" SKIP WHITE TYP (2'-4�) P= R.P.M. MONO—DIRECTIONAL
� ALL COUNTY AUTO � � R2 _� �/ � � B= 8" SOLID WHITE I= 6" SOLID YELLOW WHITE/CLEAR
� � � (24"x3o") � � I II C= 12" SOLID WHITE J= 18" SOLID YELLOW Q= R.P.M. BI—DIRECTIONAL
Y VANDERWALL �, I I
¢ RELOCAIE 8 EXISf. � I I AMBER/AMBER
� caNC. c�rs sroPS � � p j 4 T�,�� CASE 1� � I I D= 18" SOLID WHITE K= 6" DOUBLE YELLOW T= R.P.M. BI—DIRECTIONAL
a AR � � �� �24"x307 �� � ypry I I I I E= 24" SOLID WHITE �. = 6 SKIP YELLOW TYP �10�-30��
N I I W— � i WHITE/RED
� � � � � � / '�5� LJ a� �� ( e•Xis•) F= 6" SKIP WHITE NP (10'-30') M= 6" SKIP YELLOW lYP (6'-10') U= R.P.M. BI—DIRECTIONAL
N 9 y—� N i /� �::� G= 6" SKIP WHITE NP (6�-10') N= 6'� SKIP YELLOW TYP (2�-4�) BLUE/BLUE
i — f ! i �
3 �+ 4' SOLID WHITE � STA � rt ( • • A
N � 7YPICN. OF 9 J � 3 ZS —_ � — — TRAFFIC SIGNS & PAVEMENT MARKINGS GENERAL NOTES
0
'� -F k 1) ALL PERMANENT STRIPING Ac PAVEMENT MARKINGS, E%CEP7 PAf2KING 7) REMOVE AND/OR RELOCATE E%ISTING SIGNS THAT CONFLICT WITH THE
i � 0 10' SfALL. OELINEATIONS SHALL BE THERMOPLAST'IC REFLECTORIZED TRAFflC 1HE PROPOSED CONSTRUCTION AS DIRECTED BY THE ENGINEER OR
o � PAINT CONFORMING WITH FDOT STANDARD SPECIFlCAl10NS SEC110N 711 THE VILIAGE OF TEQUESTA PUBIJC WORKS DEPARTMENT. �
o Q A �I K 4 C THICKNESS SHALL BE 90 MILS, ALKYD ONLY, EXTRUDED ONLY. 8) REMOVE E%ISfING SfRIPING AND PAVEMENT MARKINGS THAT CONFLICT
� � I ^ � � � + J 4 � 2) ALL STRIPING, PAVEMENT MARKINGS AND SIGNS SHALL CONFORM WITH WITH THE PROPOSED CONS7RUC110N AS DIRECTED BY THE ENGINEER
o I 7� 4 74+ 7.94 THE AIANU� ON UNIFORM TReFFlG GOMROL OEVIGES FOR S?t?EEI'S IN ACCORDANCE WITH THE MEANS AND M�'HODS THAT HAVE BEEN
o AND HIGHWAYS (M.U.T.C.D.), 2003 EDITION, AND 1HE COMPANION APPROVED BY THE VILLAGE OF TEQUESTq OR THE ENGINEER.
N Z o MANUAL STANDAFtO HIGHWAY SIGNS (S.H.S.), 2004 EDITION.
o � ,� 9) INSTALL TEMPORARY STRIPING AND PAVEMENT MARKINGS AS REQUIRED
rnw J � I A n M I � K Q E w 3) ALI. STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE DURING CONSTRUCTION UNi1L PERMANENT STRIPING AND MARKINGS
a� 2 + + + C � WITH FDOT INDEX NOS. 17344, 17346, 17349, AND 17352 AND HAVE BEEN INSTALlEO.
^a F � 1HE PALM BEACH COUNIY TYPICAL DRAWINGS FOR ROAOWAY SIGNING, �0) TEMPORARY TRAFFIC STRIPING k MARKINGS SHAII BE REMOVABLE FOIL-
i� � � STRIPING AND GEOMEffiICS (N0. T-P-04-001), AS APPLICABLE. gqCKED TAPE CONFORMING WITH 7HE FDOT SPECIflCAT10NS. REMOVABLE
oi -- -- -- -- -- -- -- -- -- '- - 4) ALL SIGNS SHALL BE FURNISHED AND INSTAILED IN ACCORD/WCE WI7H MARKINCa TAPE SHALL PROVIDE A MINIMUM SERVICE PERIOD OF 'fHREE
N o � �- ---------- I �.� _�_ _______ _` Q FDOT INDEX NOS. 11860, 11883, 11864, 11885, 17302 AND 17355. MONIHS AND SHALL BE REMOVABLE INTACT, OR IN LARGE PIECES
��----------------- ---------
� � � (36'z36"} A ~ CONFORM WITH SECTION 700 OF THE FDOT SPECIFlCATIONS. ALL SIGNS WITHOUT THE USE OF SOLVENTS, GRINOING, SCARIFYING OR BLASIING.
a'a � � I -� �\ N SHALL BE MOUNTED ON ROUND ALUMINUM POS75 IN ACCORDANCE WITH
a ,� � I I f m + � w THE APPLICABLE FDOT INDEX DRAWING(S). ALL SIGNS INSTALLED IN >>) USE ONLY PRODUCTS AND MATERIALS LISTED ON THE LATEST FDOT
°� � I i � �� A D-3 (97 � CONCREfE SHALL BE SLEEVED PER FDOT STANDARD INDEX 11865. OUlWFlED PRODUCTS L1ST (Q.P.L.). PROVIDE MANUFACTURER'S AFFADAVIT
v� I � � � C � � OR CERIIFlCATION OF COMPLIANCE WITH APPLICABLE FDOT SPECIFlCATION
; I � � m S CYPRESS ox I 5) ALL SIGN PANELS SHALL BE ALUMINUM WITH HIGH INTENSIIY SHEE'f'ING. SECT'IONS FOR ALL PRODUCTS k MATERIALS.
.. " � � � � \� � I � I W AND SHALL CONFORM WfIH THE M.U.T.C.D. AND THE S.H.S. MANUAL.
E I � � � ��� � I � � �I ~ ALL 'SCHOOL' WARNING SIGNS SHALL HAVE FLORESCENT YELLOW-GREEN
Eo I �
- I � a• I I � I I ��l .&4CKGROUND WITH BLACK LEGEND AND BORDER.
:
vr I I I� -----------� i I � � � I
o a I iD-3 (9� � I I� I I 6) ALL RPM�s SHALL BE CLASS "B" AND SHALL CONFORM WITH SECTION
oa � I --- I � I � � � � I I - 706 OF THE FOOT SPECIFlCATIONS. FLEXIBLE DELINE4TOR POSTS (FDP's)
t � � � I r � � � � I I SHALL CONFORM WITH SEC710N 705 OF THE FDOT SPECIFICATIONS.
� I� r -------- ------ - � � � II I
� ' RPM'S AND FDP'S SHALL BE INSTALLED AND LOCATED IN ACCORDA(VCE
� I i TRAPLEE � WALKERS � � � I I � I I WITH PALM BEACH COUNN iYPICAL N0. T-P-04-001, IRREGARDLESS
v I � I I � i � � � I I OF WHEfHER THEY ARE SHOWN ON THE PIANS, OR NOT.
N°a � I � � I � i� i i
�,E � KEyp�µ $Eq� PROJECT NANAGER OEPAR7MENT IdM1AGER DRAWN BY CHECKEO 8Y
� � ARCADIS VILLAGE OF TEQUESTA T. MICHUDA T. JENSEN S. STERN T. JENSEN
�
m„ � sHe�r TmE on� scaF
`u o `�' MCA�IS G h M INC. JUNE, 2006 1"= 20�
'Z � 2081 Yuta Park»ay SOUTH CYPRESS DRIVE PAVEMENT MARKINGS PROJECT NUAIBER �RAYANG NUMBER
�` � Weet Palm Beach, Floritla 33411
a� � Td: 581-697-7000, Fax: 581-697-7751
8 ....a,�,d;,—�.�,m STREETSCAPE IMPROVEMENTS & TRAFFIC SIGNS
0 a�v. issum oat� DESCPoPTION Certificate No. E80000791J RF005155 � 2 of 12