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CONTRACT DOCUMENTS 7/02/2 1CC- vli- �.
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SW 5TH VACUUM
AVE LLE TI N
SYSTEM
01LITY
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FLORIDA
1995
orM EUr
MELPsisNO
CONSULTANTS CITY OFFICIALS
SURVEYING: TOMMY CLAY CHAIRPERSON
BSM &ASSOCIATES-LB 8155 TABITHA TRENT VICE CHAIRPERSON
80 SE 31ST LANE STEVEN NELSON 2ND VICE CHAIRPERSON
OKEECHOBEE, FL 34974 JOHN GILLILAND BOARD MEMBER
HARRY MOLDENHAUER BOARD MEMBER
GEOTECHNICAL. GLENN SNEIDER ALTERNATE
NUTTING ENGINEERS OF FLORIDA INC.-REGISTRY NO. 606 MELANIE ANDERSON ALTERNATE
1310 NEPTUNE DRIVE JOHN HAYFORD, P.E. EXECUTIVE DIRECTOR
BOYNTON BEACH, FL 33426 LAURISTON HAMILTON FINANCE DIRECTOR
JAMIE MULLIS OPERATIONS DIRECTOR
TOM CONELY ATTORNEY
Sunshine
State 8
One Cali . =-
CALL 811 OR WWW,SUNSHINE811.COM TWO FULL
BUSINESS DAYS BEFORE DIGGING TO HAVE UTILITIES
LOCATED AND MARKED.
703 'NLORI,ATIDN REGARDING TPS PROJECT CONTACT
SI CHECKHUIJVE KtsPUNst UUULSdw U tHL YUUo!r
CI I A / E rEcia.E uWi,NC. suttr
1 Is . ENCOMEERING.INC." G-01
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4700 Riverside Drive.Slate 110-Corm Svivgs FL 33067 -- •---- ------ --- --— 081579,000
1954)5104700.WwN rhacorryames mm DOUGLAS 1< HAMMANN, FLORIDA P E. #50589 DATE
Registry 82838E GENERAL, CIVIL, ARCHITECTURAL, MECHANICAL, PROCESS STRUCTURAL ELECT REAL FEBRUARY 28,2024
Fie name:C:\C,vd30 P,oledat282-005_8W SOAVE Vacuum Cob KW,'Syslan0 I_Workingl282LO6 G-0', Plottedga 4/29/70242.1808 PM; Sine mdyple,0.5. Prated by.-Crick.loR. Design Miasma:30%SUBMITTAL 30%SUBMITTAL
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DR ABORTZ OKEECHOBEE UTILITY AUTHORITY �13
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4700 Rrverslee Drive.Sul1e 110-Coral SpMgs,FL 33067 I----''-�1 I SW 5TH AVE VACUUM COLLECTION SYSTEM KEY MAP 081579,000
(954)5104700_nww.Uraeokrtions,00m i OKEECHOBEE,FL DATE
BAR I6 taNCH LONG + DOUGt AS K.HAMMANN.P,E•
I Registry a 28386 AT FULL SCIME- No. . DATE ' REVISIONS 1 BY P.PVD ENGINEERS SEAL CONSULTANT FLORIDA PE#50589 FEBRUARY28,2024
Fib name:C:1CM 30 P79p03V282d35_SW 551 AVE Vaaue Cdecmn Sysie n101_Wonerg1282 CE5_G•13: Pbeed#426/2024 2 21 15 PM; Scale muliplier RS: Noe!by C .Jeff; Milestone-30%SUBMITTAL 30%SUBMITTAL
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1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16
(FOR CONTINUATION SEE DWG C-10)
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1 h 1 I „s 'I, J R 1
rt.,,. .8' PVC VS (A)
SCALE 1'=20'-0'
ADDRESS
P A�IDIIIDAVE GRAPHIC SCALE IN FEET
3-2e-37-35-003000020AO70 ADDRESS W IRD AVE
DARCELID• I 7
H I i H
4.PVC 45' BEND V 18'PVC 45'"BENBEND 35od003600da 0 10 20 40
STA. 24+85.4. 6.8'L 1 I /ETA. 24+83.4.25.7' j
g 1 N/
VACUUM PUMP STATION
(SEE SHEET CS-•Ol)
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(FOR CONTINUATION SEE DWG C-10)
NOTE:
PROFILE WILL BE INCLUDED AS
PART OF TI-IE 60%. SUBMITTAL
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14 14 I 14 14
C C
12 12 , 12 12
1
10 10 10 ; 10
B B
8 8 8 8
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6 6 , 6 6
A • A
4 4 4 4
0+00 1+00 2+00 0+00 1+00 2+00
OSOM A8FIMONIE I I DWGNO. SHEET
DR &OEU3DNTE I I OKEECHOBEE UTILITY AUTHORITY C-
23RD ST(A)(B)PLAN AND PROFILE aRa 50
DHK BORa 30% SUBMITTAL -I
APVD D3wMA3w SW 5TH AVE VACUUM COLLECTION SYSTEM 081579,000
4700 RNerslde Dave.Suite 110-Corel Sprigs.FL 33067 1.—'—1 (SHEET 11)
OKEECHOBEE,FL DATE
(954)5104700-www.tl3asW m iuons. m BAR IS 1JNCH LONG i DOUGLAS K.HAMMANN,P.E.
I RegistryII20386 AT FULL SCALE. No. 'I DATE ' REVISIONS ' BY 'APVD ENGINEERS SEAL CONSULTANT FLORIDA PE 250589 FEBRUARY28,2024
ills rums'C:1CM 30 w,geast2824106_SW 50 AVE Vacuum CckcOan SyctemlOt_WoNnpt282 025 MA14 AB: Platted a 41292024 31341 PM; Scale mutlpVer 0.5. Prised by Crick Jet: Meow 30%SUBMITTAL 30%SUBMITTAL
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NOTES
25.0' 54,8' 1) VACUUM PUMP STATION LUMP SUM WORK SHALL INCLUDE ALL IMPROVEMENTS INSIDE THE
COdOPLUM PRIVACY HEDGE RIGHT-0E-WAY LINE AND LIMITS OF WORK AS SHOWN UNLESS OTHERWISE NOTED:
I (24'HI IT 2a'SPRD®24^O.C.) -VACUUM PUMP STATION BUILDING AND PAVING
RIGHT OF WAY -EMERGENCY GENERATOR
-- LINE(TYP) -ODOR CONTROL SYSTEM
J ODOR CONTROL - -VACUUM MAIN(S)(FROM ISOLATION VALVES INTO BUILDING,ISOLATION VALVES ARE 25-FEET
STRUCTURE OUTSIDE BUILDING WALL)
SCALE 1`= la-0- -WATER SERVICE(FROM V,PS,TO WATER METER)
\ _ - - - - - - .-- -FO T T RCEMAIN(FROM V.P.S. 0 RIGH dF WAY)
GRAPHIC SCALE N FEET y .,:,- .�__• =- -VACUUM PFT AND SANITARY GRAVITY PIPING(FROM V,P.S.TOVAC PIT)
H -CONCRETE ACCESS DRIVEWAY TO ROADWAY EDGE H
0 5 10 20 I •j = .
:' l•i \ -ALP
HEDGES)AS INDICATED ON THIS PLAN.
�� d Si SODDED AREA t'-j -ALL SITE RESTORATION NOT ALREADY INCLUDED IN LINEAR WORK IMPROVEMENTS
4 2) SILT FENCING SHALL BE PROVIDED TO COMPLETELY ENCLOSE ENTIRE SITE(AREA OF WORK).
�� tg•
CONTRACTOR SHALL COORDINATE ACCESS OPENING IN SILT FENCING AT A LOCATION UPHILL OF
y i WATER RUNOFF. SILT FENCE ACCESS OPENING SHALL BE CLOSED WHEN EQUIPMENT ACCESS IS
C S NOT REQUIRED.
• 810 FILTER `--• f 3) RESTORATION WORK SHAI.L BE PER SPECIFICATION SECTION 02500-RESTORATION AND CLEANUP.
G ODOR CONTROL 4) CIVIL SITE WORK SHALL BE COORDINATED WITH OTHER WORK DISCIPLINES. COORDNATE ALL G
255•3 G SITE IMPROVEMENTS WITH ARCHITECTURAL STRUCTURAL. MECHANICAL AND ELECTRICAL
VACUUM PIT--, 0ION) } d It O. 1 I�7� `e ti' IMPROVEMENTS.
II b H DOOR LI u 5) NO IRRIGATION SYSTEM IMPROVEMENTS WILL BE COMPLETED UNDER THIS CONTRACT.
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APVO D .aiU/0 J V DIVI I I I nL SW 5TH AVE VACUUM COLLECTION SYSTEM VACUUM P.S.CIVIL SITE PLAN
4700 Rlversde Dove.Suite 110-Coral SPnngs.FL 33067 t- 1'-1 081579.000
I OKEECHOBEE,FL DATE
(954)5164700-vonv.dasduoons.mm ..IS 14.LONG DOUGt AS K,HAMMANN,RE.
I Reg istry0283B8 AT FIAL SOME, F No. I DATE j REVISIONS TBY j APVO ENGINEER S SEA: GONSGL'.NT FLORIDA PE 050509 FEBRUARY 28,2024
He name.C.1Cm130 Propast282.W5_SW Sin AVE Vevorn Cdbcew Sy51emAOt_WM,ng1212205_C 5l: Rottec t:4 2A4024 318A5 PM, Sob n.Ard e.c.5. Prow S7 C O Jet, I'cA L e 30`4 S..SM•.AL 30%SUBMITTAL