Exh 8C
June 26, 2000
;:°~. _
r
CITY OF ATLANTIC BEACH
CITY COMMISSION MEETING
STAFF REPORT
AGENDA ITEM: Milling and Paving for the Public Works Department
SUBMITTED BY: Robert S. Kosoy, Director of Public Works ~~
DATE: June 20, 2000
BACKGROUND:
The Milestone Company was awarded the bid for milling and paving of several streets for the
Public Works Department. This work has been completed, and City staff has been very pleased
with their workmanship. Their original bid came in at a total of $235,663.17, well under the
budgeted amount of $403,000.00. Many streets were patched during the 1999 Water System
Improvements Project, and some of the remaining funds can be used to mill and pave these areas.
Staff contacted Raymond Grode, Division Manager with Milestone Company, and he agreed to
honor the bid prices for additional milling and paving. The Public Works Department is
requesting that the following streets be milled and paved:
Live Oak Lane from Selva Marina Drive to Saturiba Drive.
14th Street from East Coast Drive to Beach Ave.
Club Drive from Beach Ave. to Ocean Blvd.
Robert Street from George Street to Mayport Road.
Lewis Street from George Street to Mayport Road.
Jackson Road from Francis Street to Mayport Road.
The contract rate is $4.13 per square yard. There is approximately 9,954 square yards, for a total
cost of $41,110.12 to mill and pave the above streets. The contractor originally included East
Coast Drive from 12th Street to 15`'' Street, Beach Ave. from 8"' Street to Club Drive and Ocean
Blvd. from Club Drive to 10th Street, but these streets are candidates for drainage improvements
within the next five years and were eliminated until the other improvements are complete.
BUDGET: This work will be funded from Account number
130-5002-541.63-00 in the Road & Streets Division.
The amount budgeted for FY99-00 is $403,000.00, and even with
milling and paving these additional streets, we will only have spent
$276,773.29.
RECOMMENDATION: Award the above list of streets to be milled and paved by
The Milestone Company.
ATTACHMENTS:
1. Contractor's Proposal
2. Map
REVIEWED BY CITY
Jun-20-00 02:42P Milestone Co Asphalt Div 904 696 8030
.'
MR. PHIL NODINE
CITY OF ATLANTIC BEACH
1200 SANDPIPER LANE
ATLANTIC BEACfI, FL 32233-4318
RE: REVISED CONTRACT EXTENSION BUDGET
6/20/00
The Milestone Company -Asphalt Division will honor the unit the uait rates presented
in the Atlantic Beach Milling and Paving Contract (P.O. # 22131) with the consideration
that the specifications are consistent with the original contract.
The Unit Rate and Quantity Breakdown for the proposed 6 additional streets is as
follows: (Estimate pending final f eld measurement)
CITY OF ATLANTIC BEACH
ADDITIONAL STREET PAVING
STREET NAME FROM TO AREA S.Y.
LIVE OAK LANE SELYA MARINA DR. SATURIBA DR. 2,463
14TH. STREET EAST COAST DR. BEACH AYE. 1,480
CLUB DRIVE BEACH AVE. OCEANBLVD. 1,015
JACKSON ROAD FRANCIS ST. MAYPORT RD. 1,846
ROBERT STREET GEORGE ST. MAYPORT RD. 1,506
LEWIS STREET GEORGE ST. MAYPORT RD. 1,644
9,954
Contract Quantity in
Rate S.Y. Square Yards = Extension ~s
$4.13 9,954 ~ 41,110.12
Please review this option. If further clarification is necessary, feel fine to contact me.
P_02
8C
June 26, 2000
l Grode
Manager
~~`/N~q~'~J ~/~ LQC~T ~ d~lj ~~1..~~IV~ ~ ~V ~~ ~ ~~~ ~i L ~..~ ~ June 26, 2000
F tll
i
~-ND P~Vl~G Q
GRANDE DRIVE ES < 'k~ si7 p.- ~~ N I _
LAKES CIRCLE E3 1~.~ B ~~-~ -
N4DERA COURT E6 Z FM' Y !'R"". ~" ~. F A~~
MARINA CIRCLE F3 ~ "T ° ~' S ` \ A ORr - __ ~ ~. ° Rte-' Y~5
MARINA DRIVE Ei ,~ ~w~. • -
AE ROAD E2 r r Y -- ~ - ~iH'N 57R¢T' 'Yk^~~ ~R
iLE LAND? NG ROAD F7 ttAS vARK ~ A'
a.E REACX COURT F7 ~ ~ T. ~ ~ ~ - -~ ! -~-~ *~»~
H-E REAM DRIVE F7 FAIRWAY ~ ° i
.A HGVLEVARD Y. D6
STREET FL VILLAS DR. ~ C ; ~ !~, t ~, i ~~'., .
r DRIVE E2 ~ N ~ y ~ ~ ~ £ y~ ;,~
CDI~ nc 3 1 ~ &a ' ~ ~ ~"
RDAD nz {^ O~~A~,u+
ING TURTLE COURT E. E7 5 J ~ """~ - ' 7
IuRH~! COURCDURT v. E2 ~ ~ n w+ z ~A .
.Y ROAD C3 W l I c
2T STREET HI ~ F" 1{I ~ ~ ~' _
STREET H2 Q ~'-
IVANT AVENUE E1 h
V DRIVE EI ~ d wRU!Ceu~'as6 ~ ME ~ ` } ~
4 VERDE DRIVE ES ~ ~ ~ ~ _
Y ROAD D2 - -•:. - _ -
STREET H1 CJ .'~' -
1~ r -
,IRRCLE D6 ~ T77M STREET ' 17M SL ~, _ a _
NORTE CIRCLE E6 ~ ~ ~~ ~~ _.: .,, ' . ~' ' -
TSSTREET H3 - a - i I W
LANE D3 ~ ~ J s ~ c ~ ~~ f i ^ ~ ~ -
RROAD DI ~ ~`
?LAZA A3 ~~'tJ)
NG LANE D2 - ~ ~ o ~ z s . Ac~E~ FNT
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$ ~ a ~ ~ A.rrs ~ .
~y ~ ~: ~.
o ~ ~ .!4 ~y ). S.G~
- vAV ~ 8 A .
CORPORATE LI IT .:.: ~^ 1 fA~ -
MUflM ROAD r M R t~ ~ ~ •.`. _ .. ( l6TM STRELT
~~ -.iMK51DE DR R Cd1NiRY G.UR LAND ~,V _
GvrL'R CWUUxrtt axrtR I LINK4DE CDURT N ' i~ STREET
~ d TSTr1
OUDLLY STREET ~ ~ ~ '~ ~ -,'
t < I c ~.
SINU0N5 ROAD S
H ~ ~ LRYC5IDE DR ~ >~ 6~ ~ ~ l 14TH <~•.'~
LEw15 STREET I p 1 ~ o ~t .~ ~ _ .
N Opq ST r I ~ 1 ~ < Ys Z~ - _ _
DQIMA.PS S/D ~ _ ~ °2o- N' m ~,.__,' - ..
wALr~R RoAO I o s
ff Ili ~ ° ~ -.
1 I 7 2 ~~ y I T3N ~pgT
-- EDGAR STR / STANLE'I ROAD v~ ' ~ '`~ O u
i rACUtt
Ax fApr ' ~^F.T izTH STREET
/ JACKSON ROAD JACKSON RO 1 1 I
o UNK9DEIDRrVE ~ I c
¢~ I I I S : '
g~ Z I I I W ; d FT I ~~ __ $ 11TH ~$IRE~ -
' _< / ARDELU ROAD 3 ~ ~ I ~ 3 ~ " 11T1M STREET -
< i I O ~ AT{Mm~
ZI I ~ I ; ~ ~ "' Y ~ xT xnl 9 ~ _~
.. '~" --.__ /y/~-- _e OONNER~ ROAD ~ ~ .~- ~~ Nry ~ -~ ~ tOiM SIRY --~~ --- .
T . ( 3, I ~~ ~ ~~ ,~~ ~~ ~~ SE4.VA LAKES a 11 ~ ' 1OTN STREET .
•$/ ~~T ~ I S.AIIFrS{I DRIVE R I
t ~ s ~ p~
:~•s •. / ~yS~ 3a' I ~ ~ SELVA LAI~"~ o ~ sT~l sntEET
• ~ ~ ~ a .i I AMHERJACK (qNE ~y ~ RwG,N KEY Y 1
"~ ~ - / ~m`3 I ~ HoNrrA ROAD ~ ~ 4A ~ ~+'~ aR I
,,.~ ~ ~ 3; I %AZA ~-• ~- ® gill STREET
_ _ 1_ T-~ _ _.- ""_ _ -' A Pala ..., rncET
- ..
• ~~
MAYPORT ROAD
WATERMAIN IMPROVEMENTS
~ ^ ~ ~ ~ ' , ~
CITY OF ATLANTIC BEACH
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INDEX OF SHEETS
COVER SHEET 1
PLAN do PROFlLE OF STA. 30+50.00 - 31+80.00 2
PLAN do PROFlLE OF STA. 31+80.00 -33+10.00 3
PLAN do PROFlLE OF STA. 33+60.00 - 33+10.00 4
PLAN de PROFlLE OF STA. 34+50.00 - 35+50.00 5
PHASE I. M.O.T. PLAN g ~ 7
PHASE II M.O.T. PLAN 8 do 9
POTABLE WATER DETAILS 10
GENERAL NOTES it
r ~ ~ CONNELLY & WICKER INC.
CONSULTING ENGINEERS
1711 S f/fnl STREET IA48B EYERAEO COAST PARKIYIY
,NGKSAYNLLf BfACN, RAADA 31150 OfSRN, RLWroA J151O
(904)19-7995 • fax (9os)1I1-n1e (9Of) 8J7-f151 • fAx (90!) d17-781X
APRIL 27, 2000 CWI JOB N0. 0001-06
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ell & Wi
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B.C
IA B, ~ Consulting Engineers WATER MA I N I h~'ROVEMENTS
.
c~Mw STA
30+50
00 TO 31+80
00
B
E
K TNrDro.iy6lMprogrlrofCawlhiYk4rlne PNEPAAEOFOR .
.
. S~Wr
.
.
,
R w:~a~arca~caac~w~~av Jacksonville Beach, Florida
CIiYOFATLANiICBEACH
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EEK RrEllirolle6eurdrnrryetMrpa(MNd Desiin, FL• Cashiers, N. C. ~1f1
41o be rclorad an rpwrL No. Uilo Rerhion 8 Rr E inra APB I l 27, 2000
EXISTING WATER M N TO MAIN
IN SERVICE UNT1L WA LINE
1S ACCEPTED FOR ERVICE:~ .XISTING
W TER MAIN THEN HALL
VALVE BOX o
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lNSTAIL 2
VALVE W/
VALVE W/ x 150 TEE, 250 GATE
X AND COVER, 150 GATE
k AND COVER, 9.SM OF 150
aa~E
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II
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I INSTALL x200 50 TE
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~ t 50 PAIR CABLE fBY 0 NERS1 50 PAI CABLE (BY OTHERS) I i VALVE W X AND ER i
I z I~ ~ o
cu., ~o.rocfoae END LYOVER BRIDGE coNFUCr No.3&4 0 I ~ ~ 200 car aaE w x o~g
I ~ ~ I~ ~
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ro STA. 2
+89.121 ~ RAMP 200
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,
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TOP=L39
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AND A OUT 8Y OTHERS
ANDONED STRUC
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OVED
TOP=1
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.
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' TO BE
WITH GR GE`~
T &1t & ~ILLED 8 2+QQ TO BE PLUGGED W/ GROUT ~/
OTpER5 AND Y OTHERS AND ABANDONED (2 .SMJ I INSTALL f2J 250 45' BENDS 833+00
X~~
~ BANDON (~ OM1! PAVEMENT REPLA EMENT ~ 800 ~ I N 20'39'14" E
~ 30. OF 450 RCP STRU RE TO BE REMOVED BY OTHERS
o. m I I TRU TURE TO BE R VED
~
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I I 232+Qp ~ ~ pORT ~ N 20'39'14' E STA. 832+54.30 ~ 800 33+DO
Q• I=~ =1
~I m CONCRETE BARRIER WALL ~
STA. 83 +76.47 ~ 800
~ I ,~ a O a~'
z p 25.6 OF 490X770 RCP STA. 10+00, W. 3RD ST. EXISTING WATER MAIN r0 RENAIN
1N SERVICE NTIL NEW WATER LINE
~ ` -
~ - -
a `~ ~
m
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2ND ST
STA
l0+00
00 I I m ~ RAMP 200 ~ ~ ~,~
o N 20'39'14" E 15 ACCEPTED fOR SERVICE, EXISTING
A ~ .
.
.
.
,
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m ~ IOOmm PROP SED BELL SOUTH
FIFX PIPF (RY OTRFRSJ @ 90o END APPRGA N SLAB (mti°Q
STA. 731+95.1?1 ~ RAMP 700 ~amm N 20'39'/4" E MAYPORT ROAD
X
0i'R'"• Released Fa ComUutGon
~ Projat Rat Drairp
B.E.K. I
/~ y
Connelly! & Wicker Inc. MAYPORT ROAD BBOI.ae
~'"" Consulting Engineers W
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B.c.K ar ~ ATER
N I N I tub RO
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iNoOrrwiy4lMPOwrholtaurn7~tltdorin~
PREPARED FOR STA. 31+60.00 TO 33+10.00
6aWt
B.E.K, ,n• n net a e. ryrodocN y cepiod'n.AON p in Jacksonville Beach, Florida
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o.c, prL 1t4noUeMuoEaugelMrpgoelad Destin, FL Cashiers, N. C. CITY OF ATLANT I C BEACH wl„
9.E.It. ~ aen,.lan,aanaw+~ Ra o~l~ Ramon 8 Re E iwta APRIl27, 2000 SMeI 3 _ol 1
'
NE
sroRr
WC+DD NFCICT No. 5 /
81.35 T 0~
D.l. WATER LIMN
TOLL=2.b i i
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B .
0.4o POSED ELL SOU7
PAIR C fBY 0
0 F 600 RC
ro
Lv EXISTING
0 BE RA1S .---
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150mm O --~ ~ pRppO
50 PAI
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m I I I I (
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INSTALL 250x 150 TE ,
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INSTALL l21 -__--- --.---- -.-
250 45' KENOS ' ' '
N I OP78'18,25" RT.
EXISTING WATER LIMN TO REM
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833+00 W/BOX AND COVER ~
~ytr' ~
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f ~ PER FDOT ST
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NT P.l. 234+23.551 $ RAMP 200
CNS CL (21 250 45' BENDS ~° A
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~ CCEPTED FOR SERVICE
E~75
WATER MAIN TN N SHALL BE ~ B00 ®AR
S
SEE TYPCCA DETAIL 00'44'00.62" RT.
o N 20°39'r4" E N2P57"32"E
'8 CONCRETE SIDEWALK
m
L70 45 ENO,A70 GATE VAL REMOVED
r9.5 Of 0 RCP STRUCTURE TO 8E REMOVED BY ~ h
~ '
'
'
233+00 TO EX TING L70 PIPE W17H~
L70x TAPPING LEEVf ~ N 20
M
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~ 1 ~ RAMP 200 234+00 ~ SURVEY LIAYPORT 3
N 2039'/4" E
o
24.4 OF 450 RCP MAYPORT ROAD
"
"
N2f23
14
E
"~ 0 -' CONCRETE SIDEWALK 60,9 OF 450 RCP ,~
T BE PLUGGED & TO 8E PLUGGED & N 20°3974" E
89.1 OF 450 RCP FILLED w1rH GROUT V` FILLED WITN GROUT ENO RETAINING WALL
BY OTHERS AND
STA. 233+70.427 Nt9'22'33°E
~ 900 '
I A AN NE n9 OMI AB N0 0 ED l15. M1 ,
BE a
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AA I BM
F P. X CU 0 T P F .W
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exi ti g de ove n of r in
- - - - - -- - - - - - - - - - - - - - - - - -
m RO S D R E Ew WA ER M N
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h
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MAYPORT ROAD
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i.B6
`
B.~.µ By ~ Consu ting Engineers WATER MA I N I ttR'ROVEMENTS
cneded STA
33+00
00 TO 34+50
00
B.E.K iFworwtMblMOreo.rlselCoiwNylwcrurlrc. PAEPAAEBFOR .
.
. B""'
.
Q rd:eotleMrpredsedntpied'nwAebrb Jacksonville Beach, Florida CITY OF ATLANTIC BEACH ~laoo
R. E.N. prl RNrolda nsa an s~•Nha pofKl ero Destin, FL• Cashiers, N. C. wler
b le tK rNand an rrowrt Ne Wle Reviian Br Re E ewer APAIL 27 2000 BAeet 4 of 11
~:STA B34 v6.29 ~ 800 crruecH % I I I ~ I ~ - --%////////////////~
1NST CL 250x 200 TEE, I o
i I 'STA1~;o+ ~ w. sTrr sr. 2 ~ ATEE VAS G T~X I II
"', PROPO ED BE SOUTH
50 P CABL~(B1',OTHERSI -~ ~•, ~ VALV W/BOX ANO COVER, 1
ro I I~ ~: II I~
_ ~' 8N 200 D,1. pIPE, N
', I~; I CONN CT TO EXISTING ~ d II
wGbo ~~~~ ~ I I F- p Z00 ATER PAIN ~ °o
GAZE ~ - TO AWID EXf5T1 G STORM I ~ ~IN: I ~ ~ `. II 11 uAr~eox
SEWER STRIICTU E ~ _ ~ ~ EX/S 1NG F1RE HYDRANT ~ m ~ GNE sraRr
I ~ ~ 040 ALM IN TALC 250x 150 TEE, ~ I ~' I I ~ ~1 ~ RESlOENCE
1.8 CONC. SIDEWALK ~ ' ~ I~, IM Of 150 D.I. PIPE, (!J 4" PVCticHr'; ~'~ I '1
m CO NEC7 TO EXISTING ~ (1J 900 p,~E~ BLE ,n ?' K w
' ~ flRf HYDRANT LE
1 I src,N I °, tic r ~ (BY OTHERSI ~~ A~I ~ " ~ ~ e
7NG PccE ~ ~ ' '~- -' ~ I ~ 1 ', sic E IST. R/W L1NE ~£ 4 slc ' ~~. ~i: ~ I` N
~ - - - - - - _ ~ , s, , , cnrv ecx CCNC ROLE
.. t~
i/ LIGHT ....... -.... ....-. er ~ .. ......:. . ......... ~..... 1.8 CC FENCE -... pE...... ' - - -' O SGN !~' 1' ~ 0.85 CEDAR
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Connelly & Wicker Inc.
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Jacksonville Beach, Florida
Deslin, FL • Cashiers, N. C.
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CENIENm AT YABID~
PROPOSED CROSSING' 3S LB~UNOER PAMHG
3d ~
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N
N SEE N016.
~E
J6 1tl}I. U
NO
ER PANNC
PROPSEp WATER 1WN
FXISIING Ml1IY RPE SRE a TYPE VARES.
NLL IENGRI OF YAIDARM BOX OF YWUFACTURERS
VARES
SEE NOTES RECOMYENOA710N fOR JODm DEFLECTION.
PIPE OENTEAED
AT CROSSING. t PIPE
I SEE NOTES, MA%IYUAI 80X OF YWUFACNRER'S +
- SEE NO RECOMMQIOARON FOR ,lONXf DERECIION.
YIN. HORIZONTAL IENGM REOURW yl I MAE HORIZONTAL LENGTH REOUIRW MIN. HOAROMAL fENGiH REOUIREO I WN. HIXEROMN. LENGTH REOUREp
AS PER MWUFACNRER 10 DEFLECT
I V10TIIGILY TO AV010 OBSIRI1CfI0N~9' wN.l 9' YIN. AS PER YNIUFACIURER TO DEFl.ECi
~VERTIGILY TO AV010 ORSIRUCRON.,I AS PER YNLUfACTUflER TO DEFlECT
I VERTICNLY TO AVOID OBSTRUCRO(L I B' YIN.) AS PEA MWUFACNRER TO DEFLECT
9' TUN. I yEARCALLY~ SiRUCIIa~
NOTES: NOTES:
I: IF EXSTIHG UIIUII' RPE S A WA11A AWN
B-NdIES OF SEPAINTION 6 REWWE0. UqR AWNp I6S CNgCp~p~9090.5 R 0 . IPEp SEPAAEATID+AN~C gW[ BE
C~~pT17N0ER E%ISfI NNN TOF PfiPONONE Y/%W
M I. If E%ISTINC UOUIY PIPE IS A WATER MhN J, LpCATBIC WIApiO REppMEp. SEE DEFNE W-44.
B-INCHES OF SEPAP/,TION 5 REWIRED.
j
~ry
R
A5 A pp
C U
J TNT SPACIN66 FOR I1
L S9NGS
, E p
NE
R
E yam, yNiyNHryE~SEpWFER,~
9W
' ~
WA
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R
5f
tI
0
Y SEWER, tg I
N . 2, F p{ISRNO URU1Y pIPE 5 A FORCE IWN, SVIRARY SEWER, 4. DFPiH OF BVRY TO BE J6 MINMUY N PAVED AREAS YF/SUREO
RECWYED WATER YVN pR STORY SEMFR
iB NCHES OF F
N
d
V
TM
M
,
REWIRE0
6 AICfI
CAL
ANO ERSRND
J. U]C171N0 WIRWO REOUREO. SEE DEfNI W-M ,
AOY FlNLStiED CW1OE, DEPTH Of RURf TD BE W YINIIIUY
SEPAAATtON 6 REOUREO. P' THLS E MPRACTICN. ANO F)OSDNO M UNPAVED ARF/5.
MUTT' AWN IS CBW, CBOS Oft O.L RPE, SEPARATON CAN BE
REDUCED TO 6-INCHES. A ML LENGTH OF PPE SWJ.E ~
CEVTEAED OVER EK6'INO UII17Y MNN 10 PROVIDE WXIMUM
JoMr sPAaxc roR Au cROSSMts.
Ufl mut R
N.TS.
N, DEPTI vARIEs
J6 Y~N. UNDER PAVING
FULL IENCM OF EX15mNC UOIM RPE
PPE CENTERED
rrrrrr~~~~~~~~ Ai CIIDSSIN0.
SEE HOLES. +
PROPOSED WATER IWN J
SIZE a TYPE VAAPS SEE NOTE
THE IFNCiIi OF TIE RPE ro BE RESIAAWED EACH NECW.NIOAL JODIr
90E OF BEND SHILL GE N ACCORDANCE WITH TABLE 11 i/4,22 i/Y
roA MECHANICAL RESTWNf LENGTHS, (SEE OETNL / CA 4g BENDS
W-31) ALL WINIS 20' IAN. EACH SIDE OF E7ISIING (SRE VARIES)
PIPE SHALL BE MECMANMVLY AESTRANE0.
(IYPRE~ISIZmE AS CURED F PPE
NOIFS
1, IF FXSLNC UIIN'f PIPE S A WA7FR WJN UUURRR ~~Sg~TC~9, PIPEwf~,PTO~N CA' BE
B-NCHES OUFDISFEryPNNTONISS AEOIAAED. CNHryE~Sp~FE~~ ~~ON~FONLNq~1WN O R E W
2.~N~LS PEDU~READRB'~ DIP~CIL AND E%SiINC J. JLOG7INC yAR66WCF0~AliREO. SEE DEFNL w-41,
B[LBIS~EE~IB~EB.~Nq
unlmES - vECIWw'rJ.
K
BRASS DONOFlGnON TAG INDXAIWG
"HATER', VALVE SRE a VALVE TYPE
flNEr OR EPOXY TO NSIOE OF
VALVE BO% (MAX) Y BELOW U0.
7000 PSI
CONCRETE PAO-
J (IMP.)
•~4 AEINF. BAR (TYP.)
;~
~(23~{
~" -
H~ DAD ,!0' LIMN.
V1J.YE 1
7d MIN.
(3E MIN. UIVOER PAWJC)
~
SEE~Np1E j4 ~"l'^'"
9' YINNUY
3d uN.
3d YIN. W OER PAWNC
PROPOSED WATER YW
92E a 714E YAi11ES ~ YECHWIGL JOINT
pRg 17 i/e,22 I/Y
OR /9 BENDS
(Slff VATUES)
IXISDNC
~
+
PIPE UDt17Y
THE lEHG7Fl OF THE PPF TD BE FUJ. LENGTH OF PPE CENTERED AT
AESTRICIED EACH SIDE OF REND CR059NC, SEE N01F5.
SHALL BE N ACCORDANCE W/TABIE RESIRAWEO JONT (TmJ
FOR A1EaCIUNIOIL RESRLVNT IENGRS, SIZE AS REDUUdD
(SEE OETNL W-31) ALL JOINTS 2O
YN. FACH SIDE ~ EXISmEC RPE
SHNl BE MECIYNIUJLY RESTWNEO
NOIFS
:
I. 6 FASTING UIElIY MPE S A WATER YUN
CENTERED OVER EXISNIC URLlIY YNN LO PROVIDE WVMW JNNT
8-INCHES OF SWNW7gN S REOURm. SPACING FOR AJl CROSSMGS.
2. if E7ISEING Mt71Y RPE S A FORCE YNN, SANTPRY SEWER, J. LOGTNC WIRING REWIRED. SEE DETNL W-44,
REQNMEO WAFR YNN OR STORY SEWER, IB NCEtES ~
SEPARA1gN S REOUIRE0. li THS S IYPPACpCAI AND F%ISIING 4. DEPTH Of BURY TO BE ]0' AONIYUY M PAVED AREAS MEASURED
UmRY WJN S C90O, 690.5 DR D.I, PPE, SFPAPATDN CAN BE FROM FlN191W GRADE DEPTH OF OURY 1D BE Jd ARNIMUM N
AEWCEO TO B-OJCJIES A FULL LENGTH Oi PPE SHALL BE UNPAVED ARFAS,
_t Y SMCOTH NOSED BIBS
D BE flEMOVEO)
1/Y (iBEBE REMOVED)
BNIY YVI ~ TTBe--I~--W1~~
BeNY MIN I I r~pEELALy
PWN'~B~. ~~ I I C[APkRD
BVXFRL
SHEEIN 1(4 D
4 NIN
1/4&'. __
NIIF SECAON f•IpN ~~~WJ'SECfIDN
SHfEim 7AFNCH ~ ~ ~ UNSHEE7m TRENCH
D COMPACIEO GRINWR. IM7EAYL
COAC~RFIF ARdI
~&i17
CORPOM110N
(TO flE3WN)
~4°W $,'~~atl:
UNGISIUBAEOV
F~HI y~OHET
NOTES:
1. POURED N PIAEE (NOT PRECAST) CONCRETE PAB SHNL BE
FLUSH WGH CRNE
Z. LOUTNC WINING REOURED. SEE DEAR W-M.
VNYE k BOK FOR
UXPAVEB IW[.71016
N.TS,
Released For
B.E.K
ICGeR
R.R,S.II BY
711dked Tde Oro.Vq h tM enW.Ny el CameRy t lew. Ye.
B.E.K, and k rot ro e nprea9ae a aaYe Y .ndt v Y
),~, pert Il Y net ro M reed an sy aNer Defect and
R C.W r a w relemll a requaL
WAEA MAN (siZE a TYPE VARIES)
NOTE:
I) IOCATON OF SAMPLE POINT RIBA SWll NOT RE WITHIN TiE
AWDWAY BUT ROUTED TO TIE ROADWAY SHOULDERS (NON-
TRAFFIC N]FAS) OF THE AQAO (WTENE APPLXYIgIE)
Z) TEE WNIRACTOR SIWl BE RESPONSIBLE NA IFIE REYQVAL
OF ALL PPNG a PRONGS NolEO A'7FR BACTEWOLOGICAL
CIEARENCE FROM THE HEAL7H OEPNLiYENT.
1/d TRp. SAARF TAP
Connelly ~ Wicker ~c
Consulting Eng~eers
Jacksonville Beach, Florida
Destin, FL • Cashiers, N.C.
HAIf SECTION
SHEETED TRENCH
COEIPACIED
~I D
YN
P~WNIXEO~R ADN~FOAF~
A
IMSHEEIED iRTRENCH
Ml11P L TRFN ~ u CONCREIF RAnF
BFTNNN OETA! ~ ASC A
N.TS.
MAYPORT ROAD
WATER MAIN IMPROVEMENTS
PREPARED FOR
CITY OF ATLANTIC BEACH
~'e~
\ L IR G~N
r La~
~..ENp
~' ~~ l~
ANOLE OF 1 L
UPPER ~GON
RUN
~•.
RUN lGti
y LOWER BEND
OW~i
N C
d ~-~~
BRAHCH
11 ae
TIRUST . P ~q~ 1HRIlST • P
IN I euF VA1VF
DY9IEOL JONT Od 7/~ RFF/DR SAFL PoO
s7FD As IEDJRm ~ ~
1' PWE ~ d R'E OD
M
W
I~ 3%1'
IR B
NH sEE IBDfWR SUMP
ROES ff JpIT (RPG'L) OE1M W-IS
YVN
SIQ TAENCN ~ SECDON
Uh514ETFD 1ADiCX
3-WAY FlRE HTi1R,W1
CnYP/GiFn 1 1/1 SQ, NUT
~ q 4'x4' SOWAE : d IHH1f CONCRETE
SUB a1NmIA1ELY BE
L
FRANGIBLE
OW
& r 1d MAT(
Bc t 12 ' YN. R
n
°
FLANGE a IEYEL Rr,vr OFCRAOE
3000 wi CONCRETE •/~+ REBAA P'
IEONC~ Bc
~
~ ~Y WAER VALVE ROZ 11 O.C. EACH WAY
FlNISH~~~•\
I/1 Bc
~~ YM.
WIEPNAL~ ~~
11
l SHAPED BOTOM
p,5 g SIIRAJRE UNOSRN~ED SOIL
HALF SECAON ILNf SECTON
SHEETED iRENLX UNSHEEIED 7RENCH
SHAPED BOTTOTY RNJPm BIDXFlLI
RFDmN • oET I C Aee R
N.TS,
H19PANT
PIPE SLEEVE AS REI
As aEpIIRED~ ADDmE
TYPILIS PROFIT e
BELL JL 70 PLNN ENO
./YECHANTCAL AESIINWERS
TEE BOLT
CWAPMG
O ~
1St PRDAI F es
BELL JL TO pIAM ENp
Ir/MECHANICAL RFSRUDJERS
~1EE BOLT
`MNG
RERIWINEO BELL JOINT SECTIONS ~ . R6TPAINED YECJAVOfJJ. JONi
L ~ _. '~^IU~I~NT a~
TD PREVINr THE INOIUSION DF
CEYENr INTO 1HE POC%Ef pF
' BEDLIGER •• '• THE RESERNNf RNCS, A COVFR
OF 16 mO POLYERIWENE S
AEpUiAEp
NUMBER tlF TIE RODS
REWIRED
Y-B' AWN - 2 RODS DOE A005
id-1Y AWH - 4 RODS ~„~
14'-Zd AWN - 6 RODS
24'-]S TAW - 8 R005 ~ ;,
® 4Y-Id YAN - f0 RODS 3>~;(
TN ~ CO' I; A CNRR
WHEN ALL OF THE JOINTS TO BE USED INSIFN OF TOTN.
ARE RESIRJJNm, FORCE RESIFWNEO tENCTi (OPT%MVJ.)
A BNANCES FORCE B SIZE AS PER iHRUSr BLOCX DEfNI
(W-]B). SEE DETNLS W-SB a W-]7.
FORCE A g
~ ..
FlRE HYDRMR IATERU ••
L•xIMYW lfllDiX TO BE RESIR411FD DN rACH 90E DF NfiMC (FEEL)
~
~
~ !!
®
~
~
C !!
3
~
5
A
~
~
4
~
R
4
I
~
~
~
~
i !
§ ~
~ B
~ ~
4§ ~S
~ ~
~ ~
CC
tl p
~~
~g
3
~5
1 7 1 7 II 70 - mn 7 - 9roreh 39 70 / 7 0 / 1 n/a
0 Z 5 f0 7s 30 - ran I - brand 55 7J / / 11 / Z 75
e 7 e tJ 32 30 - ran I -band 77 70 / 5 it / 3 JD
LO • e le 30 7D -run I - bmndl N N / 0 T7 / 1 79
17 + 9 11 IS 70 -run T - braid 1N 4I / s ID / f 50
1/ 5 TB 11 et 20 - rw 10 - been 110 b / 9 17 / 4 ]D
10 1 11 3] S7 3D - rve 30 - bvrch 171 N / ID 76 / 5 ]D
11 0 it 20 dt 1D - Tun Al - Yanah 115 W / II to / 5 ZO
a0 7 13 7e N 70 - Iwl 55 - Maneh I!1 le / 72 M / d >9
11 0 le 72 70 30 - iul 50 - 6amh te65 77 /'tl 37 / 7 SB
]0 9 le Y 03 7D - ran 77 - ammh 711 O? / f7 N / 6 77
J/ ID II w 105 10 - rvn 115 -bond ass IDs / A st / 10 7/
rNIXA ~1WfFlt' T PEN
I MURYI! AT O0.0VIq
CD/t ero, 7 un>nm C„ 1 aD, a
HOLE OPEN
Nb7ESC ~FEE~HfwP SF SIRP
1)IDCATNC MIRING REOUTAEO. SEE OETNL W-14
2) FlRE HYDRANTS SHALL BE N5TAilID BEIWEEH
BACK OF CURB AVO FACE Of SIDEWAIX EXCEPT
WHERE CONOmONS AND/OR AECUUOONS PROHIBR.
TE 0.005 ! MF uN~~r_uA7 RTRxCg
N.iS.
NOTES
i, Tobla aaumpdonc PVC pipe, Safely Faclar • 15, Test preaaun . 150Pei
Sdi • GY ar SM, 3 fL bury depth to lap of pipe, Tench type 3,
Bro,ch on Tn 's ens Tee emdlar Than nn a(M eT:e and ZO lent of pipe
R imldied poet the tea on Bu rvn Bide (amdYr bronoh eizm mud ba
rnN7datad bJ de engineer). Yerlied afleeb on 3 (eel deep an lop and
B tnt deep on 9atlam RlOueare an edeuloled for onr efn ratluclien,
Other caldlUolW rll regale addRlonal ealculaUone.
2 N fkBnge mwt be rcahdned. Ono d Ue IDtloeing meNode ma( be aced:
A Mechanicd roetrdnh of RNinq and at edfocenl )dnta to o Length oe
epadBed In eh9r4
A lk rode o! Rftlnq and Througqh Jolnte !o o Yngth ae epeelRed M chart
3. Payment for ratrainte at Ninq ehdl 6e NuFudad nth the CtUnq pormenl.
PgmeM far rmlydM at d'MOroe 'L' (mm Rllfnq 7holl be ce A TO It.
Jo1nG .en indolled.
4, V4M rpb9inh shall be rnlydnad the Swne dialance of h9dlantDl plugs.
Project Na: I Oreeinq
0001-6
WATER DETAILS
Seolf :
N,T,S.
Ogle
®"~,
. ~
J
L ALL VDRK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE VITH ALL RELATNE SECTIONS OF
ATUNi1C BEACH STANDARDS, AND F.DAT. STANpARDS AS APPLICABLE (LATEST REVlSIDN) AND STANDARD
DETAILS,
B, ALL VOAK SHALL BE PEAfORNE- IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF DS.HA.
SHALL BE FOLLOVED. THE CONTRACTOR SHALL BE VHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS OR
HER EMPLDYCES, AND ANY DAMAGE TD PRIVATE PROPERTY DR PERSONS -IIRING THE COURSE OF THE
PROJECT. ALL COSTS ASSOCIATED YI1H COMPLYING VITH O.SH.A REGULATIONS AN- THE FLORI-A TRENCH
SAFETY ACT MUST BE INCLUDED [N THE CONTRACTORS BID.
3. THE CLWTRACIDR SHALL BE RESPONSIBLE FDR VISITING THE JDB S[TE PRIOR TO PREPARING THE BID
FUA THE PURPpSE Of FaM1L1AR121NG HIM [Nt HERSELF VITH THE NATURE AND E%TENi OF THE WORK AND
LOCAL LONO1T10NS, EITHER SURFACE OR SUB-SURFACE, VHILH MAY AFFECT THE VOAK TO BE PERFORMED,
AND THE EQUIPMENT, LABOR AND MATERIALS REDUIRED. FAIWRE TO DD SO VILL NOT RELIEVE THE
CONTRACTOR W COMPLETE PERFORMANCE TINDER THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TD
TAKE COLOR PHOTOGRAPHS ALONG THE ROUTE OF THE PROJECT TO RECORD C%1STING CONDITIONS PRIOR
TO COISTRUCTION, AN- TD AID IN RESOLVING FUTURE COMPUWTS THAT MAY OCCUR -UE TO THE
CONSTRUCTION OF THE PROJECT.
q IT SHALL BE THE CDNTRALITIRS RESPONSIBILITY TD ETHER CONDUCT ANY FIELD E%PLORAT[ON OR
ACDUIRE ANY GEDiECHN1CAL ASSISTANCE REDUIRED TD ESTIMATE THE AMOUNT OF UNSU]TAHLE MATERIAL
THAI WILL REQUIRE REIWAL AND70R ID ESTIMATE THE AMOUNT OF OFF S[TE BORROW THAT VILL BE
REDUIRED.
5. ALL IMPROVEMENTS SHOWN ARE ID BE VARRANTED HY THE CONTRACTOR ID THE CITY AND THE
CITY FAR A PERIOD OF ONE YEAR FRDN DATE OF ACCEPTANCE BY THE CITY.
B. PIE CONiRACTGt WILL CONiRACi AT HIS EXPENSE WITH AN INDEPENDENT IESPNG UBORATORY TO PERFORM
MATERIAL TESPNC AND SGL 1E5-NC W ACCORDANCE MTH Cltt REWIREMENTS THIS SHALL INCLUDE DENSnY
1E5T5 IN ALL PAVEMENT AREAS AND IN ALL UPLItt TRENCHES LOCATED IN PAVEMENT AREAS CONCNEIE
7ESliNC ANO ALL OTHER MATERIAL TESIWC.
7, THE CONTRACTOR SHALL BE RESPONSIBLE FGI OBTANING ALL NECESSARY PERMITS AND INSURANCE REWIRED
FOR mE PROJECT WEDDING qlY RIGHT-G-WAY PERMITS FOR WORK IN THE Ott RGHT- Of-WAY G1 EASEMENT,
B. ALL OISNRBED AREAS SHALL BE SEEDED AND MULCHED, OR SODDED AS OIRECIED.
9. 'AS-BI11LT" DPAWNCS - AS-GUILTS i0 THE CITY AAE REWIRED TO BE SpNEO ANO SEALED BY A FLORIDA
RECIS7ERE0 LINO SURVEI9R THEREFORE, I7 SHALL BE PNE CGNTRACTORS RESPONSIBNTY TO CONTRACT WiH
UND SURVEYOR REGISTERED IN THE STALE OF RORIOA FOR PIE PREPAAAPON, FlEID LOCAPONS LERPFlCAPDN
ANO SUBMITTAL OF 'AS-BULLY DRAWINGS IN ACCORDANCE WIPN CURRENT Gtt STANDARDS AND SPECIFILAPONS
IT IS THE CONTRACTOR'S RESPONSBIU7V i0 PROCESS THE 'AS-BUILY.DRAWINGS FGi APPROVAL BY THE CITY
10, THE CONTRACTOR SHALL COORDINATE PIEIR. CONSIRUCPG4 WITH ALL OPIER CGViNACTORS IN THE EVENT OF
ANY CONNCi WHATSOENER, 1HE CONTRACTOR SHALL NOPFY 7NE FNGNEER AND OWNER PRIOR TD PRDCEEIXNG
WTH causTRUCnDN.
11. ALL GEARING ANO GRUBBING REWIRED FOR ALL ROADWAY, UPU11E$ DITCHES, AIO BERMS INCLUDED M THIS
PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-O-WAY OR EASEMENTS SHALL BE CONSIDERED AS
PART OF THE PROJECT.
12, CONiRAGiOR 19 RESPWSBLE FOR PROTECPON OF ALL SURYET' AND PROPERTY MONUMENTS IF A MONUMENT
R OISNRBED, THE CONIRACTOIT 91ALL CONTRACT WRI THE SUAKYGt R RECORD FOR REWSTAWTKKN OF 1HE MONUMENT.
1J. ALL OEBPoS RESULPNG FROM ALL ACPNPES SHALL BE DISPOSED OF OFF-9TE BY CONTRACTOR.
iq ALL E%CESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SiE BY THE CONTRACTOR
UNLESS ERECTED O7HERWSE BY ENCWEER OR OWTJER.
I5, ALL EK4SiING TREES lO REMAIN SHALL BE PRESERVED AND PRO7EC7E0.
i6. BURNING OF TREES BRUSH M'D OTHER MATERIAL SHALL BE APPROVED, PERMITTED AND CDORONA7ED W1H
Gtt FIRE MARSHAL.
IT. MANTENANCE OF 7RAFFlC SHALL COFFORM i0 F.D.O.T. STANDARD INDE% 600, UTEST EDIPON.
IB E%IPNG ASPHALT SHALL BE SAW-CNT IN B7ANGHT LWES FOR ALL TRENGIES ANY DAMAGE TO Gtt STREET
PAVEMENT, CURB, SIDEWAU(, OR OTHER MATERIAL SHALL ~ REPAIRED AS DIRECTED ANO APPROVED BY mE
DIRECTOR GF PUBLIC WORMS.
19. PAVEMENT REMOVAL AND REPUCEMENT SHALL BE PND FOR UNDER NEW PNE PAY HEMS
aspned Released For Construction
B.E.K.
YOWn
R.R.S.II 6y
necked Thb Oroa~q b tha preparly of Wmtly t Widen Ma
B.E.K. ma r net a a ryreNUatl « mpt.e rn .nw « M
LC, IwL II k nol Lo W~ isd m my om« Praled and
R,GW. ~ to Ir nlumatl m raquAFl.
umnr NorES:
1... THE LOCAPON OF ALL EXISPNG UPUPES, S7RUCNAES AND INPROYENENTS SHOWN ON THE DRAg1NCS IS BASED
ON UWTEO WFORMAPON AND MAY NOi HAYS BEEN VEPoFlEO. THE LOC0.nON5 AHE APPRO%INAIE. PIE CON7PACTG2
SHALL NOPFY RESPECPVE UPUTY OWNERS ANO FlELD VERFY LOCAPONS OF EMISPNC UPUPES AND OTHER
IMPROVEMENTS PRIOR TD COMMENCWG ANY CONSTRUCTON. IF THE LOCAPONS SHOWN AAE CONTRARY TO 1HE
ACNAL LDCAPONS, THE CONTRACTOR SHALL NOPFY 1HE OWNER AND ENGINEER OF PIE DISCREPANCY. P115
DISCREPANCY SHWLO DE RESOLVED PRIOR N COMMENCING CONSiRUCPOY. PIE CONTRACTOR SHALL E%EAgSE
E%7RENE CAUPON YMEN WORKING IN AREAS NEAR ENSPNC UPUPES AND IMPROVEMENTS AND SHALL BE
R6PONSIBIE FGt ANO SHALL REPAIR OR PAY FOA ALL DAWACf MPDE TO ENSPNG U1WPE5 OR OPIFA INPROVENENIi
PRIOR TO CONNENCENENT OF ANY CONSIRUCPGN, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS ANO
ANO TYPE OF MATERIAL OF E%ISPNC UPUPES TO WHICH NE SHALL CONNECT. CALL UPUtt CONTACTS OR
ONE-CALL SERNCE 4B HOURS IN ADVANCE OF WORK.
2. 71K CONTRACTOR SHN1 SUBMIT SHOP DRAWNGS ON ALL NATEPoALS TO mE ENGINEER FOR REVEYI ANO APPROVAL RAW
PRIOR TO SUBMITTAL N THE Cltt, ANO MUST BE APPROVED BY mE G7Y PPoOR TO PURCHASE OR CONSTRUCTON
OF ANY UPUTY PIPE OR STRUCNRE
3. UNSUITABLE MATERIALS UNOEfl WATER, SEWER PIPE. S70RM PIPE OR S7AUCNRES SHALL BE REMOVED AND
REPUCED WiH SELECTED BALNFEI, PROPERLY COMPACTED i0 95fC MA%IMUM DENSItt. I
a, ALL UNOERCRWNO UPUPES MUST BE INSTALLED PRIOR TO PREPARAPON OF SUBCRADE FOR PAVEMENT. ~
5. ALL WATER ANO SEWER CONSIRUCPOV WI7HN PTE GTY SHALL BE ACCOMPLISHED BY AN UNDERGROUND
UPUtt CONTRACTOR LICENSED UNDER 1HE PAONSIONS ~ CHAPTER 489 FLORIDA STANTES AND SHP11 BE
INSTALLED AS PER GTY DF ARANPC BEACH STANDARDS AND SPEGFlCAPONS UNLESS SHOWN OTHERWISE.
6. CONTRACTOR SHALL PRONDE, TO mE ENGNEER, A SGIEOUtE OF INVERT ELEYAPONS OF ALL SANITARY MANHO.ES
PRIOR 10 THE PUCENENT OF 1HE UMEROLK BASE COURSE iH5 SCHEDULE TO BE PROVIDED BY il[ REGSTERED
UND SURVEYOR SUBNITPNC THE 'AS-8U&Y ORAYANGS FOR PiIS PROJECT.
Z. ALL WATER LINES 4' OR tE55 SHALL 0E NAPGVAL SANITARY FWNOAPpV POTABLE WATER (N.S.F.P.W.) RATED.
B. ALL WATER NNNS SHALL HAVE A NININUN OF 36" COYER FROM FlNISHEO G2AOE IN UNPAVED AREAS AND 36'
NININUN COVER IN PAVED AREAS, WATER LINE DEPTHS ARE DESGNED TO FINISHED GRADES AND SHALL BE
PROTECTED UNPL FlNISHEO WORK IS COMPLETE
9, A NORIZONTAI SEPARAPDN OF A MINIMUM OF TO FEET SHALL BE MAINTNNED BETWEEN PARAl1iL WATER MAWS
AND SEWER NNNS (INCLUDES FORCE MAINS). WHERE WATER AND SEWER MAINS CA055 'NTH IE55 1HAN 1H INCHES
VERPCAL CLEARANCE, ALL PVC PIPE MAY BE ENCASED IN CONCRETE f0A A OISIANCE OF 20 FEET CENTERED
ON PIE PENT OF CR059NG, OR A 20 FOOT SECPON OF DUCPIF IADN SEWER PNE CENTERED ON PGNT OF
pEOSSING MAY BE SUBSPN7EO. TENS SINAPON NAY OR MAY NOi BE NOTED ON DE9CN OAP.WWGS
iL. MECHANICAL RESTRAINING DENCES ARE REWIRED IN ACCORDANCE WITH CITY STANDARDS WHERE WATER MAWS
AAE TERMINATED AND A7 ALL BENDS ANO LEES
12: ALL POTABLE WATER ANO SEWAGE FORCE MAINS 9 INCHES AND URGER SHALL BE OUCPLE IRON, CLASS 50,
OA BETTER.
1}„ IT SHALL BE THE CONTRACTOR'S RESPONSIOLItt AND A7 THE CONTRACTOR'S EXPENSE TO PRONDE THE Gtt
OF AIUNPC BEACH WTH "A9-BULY DRANINCS ON WSK, IN AUTOGAD 14 FORMAT AS WELL ,IS ON 24'yJ6"
N'AAR PUN SHEETS.
iq. ALL PIPING ARRANGEMENTS, AND LOCAPONS CF PIPING NOT SHOWN, SHALL BE PROPERLY REFERENCED AND
RECORDED ON THE RECORD 'AS-BULLY DRAWNCS
15. ALL INSPECPONS AND TESPNC SHALL BE COOAOINAIED WITH PTE CITY
16. UPUTY CON7RACTDR SHALL NOT COMMENCE WORK WPNWT PHIDR NDPCE ip THE Gtt OF ATUNPC BEACH
PUBLIC WGtKS DEPARTMENT (247-5H34~ 1W0 OATS NOTFICAPON IS REQUIRED BEFORE ANY LINES ARE
CONNECTED i0 1HE EMSPNG UPLItt SYSTEM, OR SERNCES OR STORM PIPES ME LOCATED.
11. THE CONTRACTOR SHALL AVOID SERNCE INIERRUPPOYS AND MAINTAW ANY E%IS1WG WATER AND SE'AER
SERVICE TO MEET THE SYSTEM DEMANDS AT All nMES. PNE CONTRACTOR SHALL BE RESPONSIBLE FDR
NDPFlCAPON OF AFFECTED GISTtlIERS OF THE UPUtt A NININUN OF 4B HOIRtS IN AOVANG~. E' ANY
INIERRUPPON OF SERNCE
16, ALL NEW AND/OR RELOCATED WATER NNN PIPES AND FlTPNGS SHALL NOT CDNTAW MORE THAN EICJNT
PERCENT LEAD AND ALL PACKWC AND JOINT MATERIALS USED IN THE JgNTS SHALL CONFORM WI1H ALL
.APPLICABLE ANWA STANDARDS ALL NEW AND/OR RELOCATED WATER SERNCES AND PLUMBIN4 SHAll CDVTNN
NO MORE THAN EIGHT PERCENT LEAD ANO ALL SOLDERS AND FLUX SHALL CONTAIN NO MOREIHAN 0.2
PERCENT LEAD.
19. ALL WATER SEANCES ARE i0 HAVE A CORPOINAPON STOP AT TFR NNN.
20. ALL CURB STOPS ARE TO HAVE LOCKING LOOPS
21. ALL WATER t SEWER SERNCES ARE TO BE MARKED W PIE ASPHALT MIPi METAL MARKERS AT THE LOCAPON
OF THE ACNAL TAP.
22 CONTRACTOR SHALL APotANGE FOR AND PAY fOR ALL IESPNC AS REWIRED IN THE Cltt DF ARANPC BEACH
SPECIFICATIONS PERTAINING TD THE JO&
Z3. uPUTY CONTRACTOR SHALL NOi COMMENCE WORN Ni7H0UT PAfDR NOPCE TD mE Gtt O ATLANPC BEACH
PUBLIC WORKS DEPARTAENT (247-SBJ4), TWO DAYS NOPFlCAPON IS REQUIRED BEFORE ANY LINERS ARE
CONNECTED TO THE E%ISPNG UPUtt SYSTEM, OR SERNCES OR STORM PIPES ARE LOCATED.
Z4. THE CGNiRAC7O2 SHALL COOfl01NA7E PIE WORK WITHIN THE Cltt PoCH75-OF-WAY W17H PNE PROPER ACENgES
FOR MAINTENANCE OF 1RAFFlC AND NEIH00 OF CGNSTRUCTON AND REPAIR. '
25. ALL GATE VALVES SHALL BE NON-RISING STEM TYPE AND SHALL BE SUITABLE FGI 200 PS NON-SHOCK WORgNC
PRESSURE GATE VALVES SHALL BE MECHANICAL JOINT OR FUNGED. VALVES SHALL BE IRON BODY, BRONZE
FIT1E0. VALVES SHALL BE (LOW, MkH, MUEII£R, OA APPROVED EQUAL VALVE BOXES W1H SgiEW EXTENSIONS
SHALL 8E OF CASs IRON CONSTRUCPW, 3/B INCH NININUN WALL THICKNESS AND SHALL BEINON-TACKY TAR
ENAUEL COALED. mE WOAD '6LWER' SHALL BE CAST IN mE COVER FOR VALVES ON FORCE MAIN: ALL CAIE VALVES
INSTALLED SHALL OPEN BY NRNING TO THE LLFi (CWN7ERCLOCItYASE) WHEN NEWEO fROM THE TOP. VALVES
SHALL HAVE RESIDENT SEATS.
26. HYOROSTAPC AND Lf-AKAGE TESTWG, AND GSINfECT ION OF THE WATER NNNS INSTALLED SHALL BE PERFORMED
IN ACCORDANCE NIPN THE Cltt OF ATUNPC BEACH, FLOR100. STANDARD S°ELIFlCAPONS A REPRESENTAPVE OF
mE Cltt OF APANTC BEACH MUST BE PRESENT DURING PTE HYOROSTAPC AND LUKAGE PST, 1HE IESi IS
N BE CEPPFlED BY A ~PRESENTAIiYE OF THE DESGV ENCWEER.
21. NO CONNECTION TO E%IS11NG POTABLE WATER SYSTEM SHALL BE ALLOWED UNPL ALL PROPQSED WATER ONES
HAVE BEEN PRESSURE TESTED, DISINFECTED AND CLEARED FOA SEANCE.
28. ALL INSPECPDNS AND IESPNG SHALL BE COORDINATED WI1H THE QTY.
29. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO WORK IN E%IPNG RIGHTS-OF-WAY.
30. THE CONTRACTOR SHALL fURNI$H AND INSTALL FlTPNGS AS NECESSARY TO ROUTE PIPES ARWND
OTHER PIPES QR C857RUCPONS AS REWIRED.
31, ALL EYJSRNG UPUPES HAVE BEEN SHOWN ON PNE PUNS FROM PIE BEST AVNUBIE INFORNAPON.
THE OWNER SHALL NOi RE HELD RESPONSIBLE FOR INAGCURAgES OR ONISSONS IN iNE LOCAPONS
DR GRADE OF FACNPES OF THIS TYPE. PTE CONTRACTOR SHALL BE HF1- RESPONSIBLE FOR LCCAPON
DF ALL UPUPES IN CL1YSiRUCPCN ARU L.OCAPON SHALL BE MADE IN ADVANCE Cf CONSTAUCTON IN
ORDER THAT CONNC75 MAY BE RESOLVED.
32 ALL PIPING ARRANGEMENTS, ANO LOCAPpNS OF PIPING NOi SHOWN, SHALL BE PROPERLY REFERENCED
AND RECORDED GN PIE RECORD "AS-BULLY DRAWINGS
33. ALL EMSPNG WRIER PIPE, INCLUDING SERNCES, SGIFDGED TO BE ABANOONEO SHALL BE REMOVED IF
NImIN TRENCH OF NEW WATER MAIN, OR WITHIN TRENCH OF NEW SEANCE, UNLESS DTHERVJSE DtltECiEO.
Connelly & Wicker Inc
Consulting Engineers
Jacksonville Beach, Florida
Destin, FL • Cashiers, N.C.
MAYPORT ROAD
WATER MAIN IMPROVEMENTta
PREPARED FDR
CITY OF ATLANTIC BEACH
NATURAL
GROUND-
CONCRETE
SIDEWALK
GENERAL NOTES
0,0~ 0,02
---0.03 -_----~-~
NEW 250rTrT D.I. WATER MAIN
CE SURVEY
CL FLYOVER RAMP
I~~I
TYPICAL HALF SECTION - MAYPORT READ
WITH FLYOVER RAMP
EXIST, ASPHALT
PAVEMENT
TOP OF BEDDIN~
TYPE SP STRUCTURAL
COURSE RESURFACING
0,3
ASPHALT BASE
;TED BACKFILL
STANDARD PAVEMENT REPAIR DETAIL
ALONG MAYPORT RDA (SR AlA)
ROADWAY PAVEMENT REPAIR
OPTIONAL BASE GROUP 15 WITH
TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL 4)
(BO r7rl) AND FRICTION COURSE FC-6 C4O rlrl> (RUBBER)
• FOR ALL OTHER PROTECT NOTES, SEE PUN SHEETS OR SPECPICAPQVS
IF CONFLICTS ARISE BE7T4EEN PUN NOTES AND SPECIFlCAPDYS, PUN NOTES WILL GOVERN.
ProjeM No.: ~ Drawing
Rlmaian
Scale
N,T,S:
Dote
APRIL 27. 2000 Sheet ~ ~ of
t
CHRONOLOGY OF EVENTS REGARDING THE
RELOCATION OF 10"WATER LINE FOR JTA FLYOVER
Date Description
6/17/97 Sent location of water line to L.D. Bradley Surveyors.
12/23/97 30% Plans received, water mains not shown.
1/14/98 Mark-ups sent to JTA -ponds, access, work phases, property.
2/16/98 Engineer, Pitman Hartenstein & Assoc. (PH&A), advises that water
lines will be shown.
2/23/98 Presentation to City by JTA. Commissioner Meserve questioned cost of
utility relocation and JTA said the City of Atlantic Beach is responsible.
3/4198 Meeting held with PH&A, City Manager and I regarding outstanding
problems with plans.
3/26198 JTA Public Meeting -Stage One Atlantic Blvd.
8/19/98 60% Plans received.
9/25/98 Mark-ups sent to JTA -crossings.
10/12/98 Received Final Traffic Operations Study and Conceptual Highway
Lighting Analysis Report.
12/22/98 Additional comments and 9/25/98 comments (not addressed by JTA).
2/2/99 Additional comments and 9/25/98. comments (not addressed by JTA).
6/17/99 Letter to Jack Gabriel, JTA, that no plans received beyond 60% and we
stated our assumption, that no utilities required relocation.
6123/99 Received Preliminary Utility Adjustment Plans - no indication of water
line.
7/14/99 Received 90% Plans from JTA but no cross sections. received.
7115/99 JTA Public Hearing.
7129/99 Submitted comments on 90% Plans. Could. not determine any utility
conflict with water line.
9/8/99 Final Utility Coordination Meeting - JEA announces plans to install 16"
diameter water main and 12" diameter force main.. Some minor utility
conflicts noted to accommodate BellSouth.
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Date Description
9/9/99 Field walked job site with Water Kloss, PH&A. Physically showed him
water and sewer utilities and approximate depth of lines.
12/3/99 Received 100% Plans; wants comments by 1/4/00.
1/4/00 1 sent letter to Jack Gabriel noting minor conflicts which I had asked
Walter Kloss on 919/99 to submit a cost proposal for design plans and a
permit. (He never did).
1/26/00 Received proposal from PH&A f r $40,340 o do design request, CD
from JTA.
2/3/00 Utility Coordination Meeting No. 1.
2/16/00 Received proposal from Connelly & Wicker ,800
2/21 /00 Re d proposal from Gee & Jenso perform design work -
3/2/00 Purchase order issued to Connelly & Wicker to do design and permit.
3/23/00 Received Preliminary Plan for review and transmit set to JTA.
4/23/00 Connelly & Wicker submits revised plans.
5/4/00 Connelly & Wicker provides engineer's estimate.
5/22/00 City Commission authorized staff to negotiate with Gruhn May, Inc. and
Superior Construction Co. not to exceed $234,236.
5/25/00 Received estimate from Gruhn May, Inc. for $389,402 and from
Superior Construction Co. for $361,649.
6/2/00 Engineer reviews and changes pipe material to PVC instead of DIP.
6/13/00 Received revised estimate from Gruhn May, Inc. for $349,285 and from
Superior Construction Co. For $352,649.
6/26/00 Request City Commission to authorize additional funding.