24300_Holly_Hill_Bypass_Pumps_3_Engineerng_Plans_2.pdf
PDF 6 MB Posted
- Attached to
- Sewer Bypass Pumps For 3 Lift Stations - HMGP
- Solicitation number
- 25-WW-08
- Issued by
- Volusia County, Florida
About this file
This document comprises Final Engineering Plans for the Holly Hill Bypass Pumps project prepared by Zev Cohen & Associates, Inc. for the City of Holly Hill, Volusia County, Florida. The project encompasses the procurement and installation of three emergency bypass pumps with associated equipment and improvements at three existing sanitary lift stations within the city. The engineering plans include detailed construction notes, grading and utilities layouts for Lift Stations #7, #14, and #16, and standard construction details specifying materials, installation requirements, and operational procedures. Key specifications require reinforced concrete wet well construction to ASTM C-76 standards at 4,000 PSI strength, ductile iron flanged joint fittings for pump suction lines, 316 stainless steel bolts and hardware, epoxy lining or alternative approved materials for lift station interiors, and three-phase electrical power with copper wiring. The plans mandate emergency electrical receptacles, high-level wet well alarms with both audible and visual indicators, linkable fused electrical disconnects, radio telemetry (RTU) units supplied by the developer, and concrete slabs meeting current applicable building codes.
Critical construction requirements include mandatory RAMNECK joint material with EZ-WRAP butyl adhesive tape for wet well section connections, sealed entry points utilizing rubber boots or city-approved infiltration-limiting methods, and comprehensive testing and inspection protocols before final acceptance. The contractor must obtain electrical permits, coordinate start-up inspections with the city's site inspector a minimum of two business days in advance, and provide three copies of lift station operating manuals to the Public Works Department prior to final acceptance. Representatives from the pumping equipment manufacturer, Data Flow Systems, and the electrical contractor must be present at pump station start-up testing and final site inspections. The developer/contractor assumes all initial electrical connection charges on the day of final acceptance, with the City's Public Works Department assuming responsibility for all future monthly electrical bills. All ground surrounding pump stations must be graded with #57 stone, and effective erosion and positive drainage control must be demonstrated before final acceptance approval.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid_Opening_Bid_Sheet_.pdf | ||
| Bid_Opening_-_Audio.mp3 | MP3 file | |
| RFI_Responses_10.8.2025.pdf | ||
| Addendum_1_Sheet_C4_Estimate.pdf | ||
| Addendum_1_Holly_Hill_Bypass_Pumps_Bid_Sheet_8.19.2025_3.xlsx | XLSX spreadsheet | |
| RFI_Responses_10.3.2025.pdf | ||
| Pre-Bid_Sign-in_25-WW-08_.pdf | ||
| Pre-Bid_Audio_25-WW-08__9-29-2025.mp3 | MP3 file | |
| IFB_-25-WW-08_SEWER_BYPASS_PUMPS_FOR_3_LIFT_STATIONS_1.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DRAFTED BY: TR
CHECKED BY: JD
DRAWING FILE: 01_24300 COV
SHEET: OF
DESIGNED BY: JD
PROJECT NO: ZC 24300
NOT VALID WITHOUT SEAL
A
S S
O C
IA
T
E S
IN
C
Z E
V C
O H
E N
CI
VI
L
EN
GI
N
EE
RI
N G
LA
N
DS
CA
PE
A
RC
HI
TE
CT
U
RE
EN
VI
RO
N
M
EN
TA
L
PL
AN
N
IN
G
TR
AN
SP
O
RT
AT
IO
N
(L C
2)
(E
B
IN
TE
RC
HA
N
GE
B
LV
D.
, S
TE
. C
O
RM
O N
D
BE
AC
H, F L
W W
W .Z
EV
CO
HE
N
.C O
M
C1 6
H O
L L
Y H
IL
L
B Y
PA
SS
P U
M
PS
FI
N
A L
E N
G
IN
E E
R
IN
G P
L A
N S
C O
V E
R S
H E
E T
JOHN A. DILLARD, JR., P.E., NO. 37256
C
IT
Y O
F H
O
LL
Y H
IL
L
VO
LU
SI
A
C O
U N
TY
, F
LO
R
ID
A
BY
SU
BM
IT
TA
LS
R
EV
IS
IO
N S
D
AT
E N
O
CITY OFFICIALS
CITY MANAGER JOSEPH FORTE
DISTRICT 1
DISTRICT 2
DISTRICT 3
COMMISSIONERS
MAYOR JOHN PENNY
DISTRICT 4
DEBRA SNOW
PENNY CURRIE
JEFFREY DELANOY
ROY JOHNSON
BID SET /19/20258
DRAWING FILE: 02_24300 NOT
SHEET: OF
DESIGNED BY: JD
PROJECT NO: ZC 24300
NOT VALID WITHOUT SEAL
A
S S
O C
IA
T
E S
IN
C
Z E
V C
O H
E N
CI
VI
L
EN
GI
N
EE
RI
N G
LA
N
DS
CA
PE
A
RC
HI
TE
CT
U
RE
EN
VI
RO
N
M
EN
TA
L
PL
AN
N
IN
G
TR
AN
SP
O
RT
AT
IO
N
(L C
IN
TE
RC
HA
N
GE
B
LV
D.
, S
TE
. C
O
RM
O N
D
BE
AC
H, F L
W W
W .Z
EV
CO
HE
N
.C O
M
C2 6
H O
L L
Y H
IL
L
B Y
PA
SS
P U
M
PS
FI
N
A L
E N
G
IN
E E
R
IN
G P
L A
N S
C O
N
ST
R U
C T
IO
N
N O
T E
S
JOHN A. DILLARD, JR., P.E., NO. 37256
C
IT
Y O
F H
O
LL
Y H
IL
L
VO
LU
SI
A
C O
U N
TY
, F
LO
R
ID
A
R
Know what's below.
Call before you dig.
IT
TA
LS
R
EV
IS
IO
N S
D
AT
E N
O
LS-2.1
LIFT STATION WET WELL
CONSTRUCTION NOTES
LIFT STATION WET WELL CONSTRUCTION NOTES (1 OF 2)
1. SEE CITY STANDARD DETAIL FOR EMERGENCY PUMP CONNECTION REQUIREMENTS.
2. SEE CITY STANDARD DETAIL FOR 1" HOSE BIBB AND REQUIREMENTS.
3. SEE CITY STANDARD ELECTRICAL DETAIL FOR ELECTRICAL REQUIREMENTS.
4. ALL PIPING AND FITTINGS IN WET WELLS TO BE ASSEMBLED USING 316 STAINLESS STEEL
BOLTS AND NUTS ONLY.
5. ALL PUMP SUCTION LINE FITTINGS TO BE DUCTILE IRON FLANGED JOINT,.
6. ALL SEWER LINES ENTERING AND EXITING MANHOLES SHALL BE SEALED UTILIZING RUBBER
BOOTS OR OTHER CITY APPROVED INFILTRATION LIMITING METHODS.
7. WET WELL SECTIONS SHALL BE JOINED USING "RAMNECK" JOINT MATERIAL AND SHALL BE
FREE FROM SEEPAGE PRIOR TO ACCEPTANCE. PROVIDE "EZ-WRAP" BUTYL ADHESIVE TAPE
PER MANUFACTURER'S RECOMMENDATIONS AT EACH WETWELL SECTION EXTERIOR JOINT
CIRCUMFERENCE.
8. NO SPLICES OR JUNCTION BOXES ARE ALLOWED FOR BALL FLOAT CORD INSTALLATION.
9. ALL LIFT STATIONS AND THE LAST MANHOLE COMING INTO A WETWELL SHALL BE EPOXY
LINED, AGRU SURE GRIP, OR H.D.P.E. LINED, OR OTHER MATERIAL AS APPROVED BY THE
CITY (ASTM D 3753).
10. WET WELL CONSTRUCTION SHALL BE REINFORCED CONCRETE IN ACCORDANCE WITH
A.S.T.M. C-76, 4000 PSI AT 28 DAYS. ALTERNATE CONSTRUCTION SHALL BE PRECAST
MONOLITHIC WITH BASE SLAB IN ACCORDANCE WITH A.S.T.M. C-478.
11. ELECTRICAL PERMIT TO BE OBTAINED FROM CITY (OR APPROPRIATE JURISDICTION) PRIOR
TO BEGINNING WORK ON ANY ELECTRICAL WIRING, EQUIPMENT, ETC. ALL ELECTRICAL
WIRING TO COMPLY WITH NATIONAL ELECTRICAL CODE.
12. THREE COPIES OF THE LIFT STATION OPERATING MANUAL TO BE PROVIDED TO THE PUBLIC
WORKS DEPT. PRIOR TO FINAL ACCEPTANCE OF THE LIFT STATION.
13. EMERGENCY ELECTRICAL RECEPTACLE REQUIRED TO BE INSTALLED ON ELECTRICAL
EQUIPMENT RACK, (SEE LS-10 AND LS-12).
14. EMERGENCY "HIGH LEVEL" WET WELL SOLID ALARM LIGHT AND AUDIBLE ALARM REQUIRED.
15. LINKABLE FUSED ELECTRICAL DISCONNECT REQUIRED.
16. ALL PUMP STATION WIRING SHALL BE STANDARD COPPER. THREE PHASE POWER AND
MOTORS REQUIRED.
17. RADIO TELEMETRY (RTU) TO BE PROVIDED BY DEVELOPER. CONTACT THE CITY FOR
SPECIFICATIONS OR CONTACT DIRECTLY THE CURRENT SOLE SOURCE SUPPLIER DATA
FLOW SYSTEMS.
18. DEVELOPER / CONTRACTOR TO PAY ALL INITIAL ELECTRICAL CONNECTION CHARGES, ETC.
ON THE DAY OF FINAL ACCEPTANCE BY THE CITY. ALL FUTURE MONTHLY ELECTRICAL BILLS
TO BE TAKEN OVER BY THE CITY'S PUBLIC WORKS DEPARTMENT. PLEASE CONTACT THE
PUBLIC WORKS DEPARTMENT TO TRANSFER POWER BILL OVER TO THE CITY.
19. 4" PVC CONDUIT FOR FLOAT WIRES SHALL BE INSTALLED FOR ALL OFFSET LIFT STATIONS.
20. ALL FENCING INSTALLED IN THE VICINITY OF LIFT STATIONS SHALL BE 6' HIGH CHAIN LINK
PLASTIC COATED, BLACK IN COLOR, WOODEN SHADOW BOX, OR MASONRY WALL AS
APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT IN COMPLIANCE WITH THE
ARCHITECTURAL AND LANDSCAPE REQUIREMENTS OF THE LDC. ANY SPECIAL FENCING
APPROVED AND INSTALLED SHALL BE MAINTAINED BY THE PRIVATE ENTITY RESPONSIBLE
ALL/ FENCING SHALL BE INSTALLED WITH A MINIMUM OF 24" CLEARANCE FROM ALL
ELECTRICAL / MECHANICAL EQUIPMENT.
02/2020
DETAIL NUMBER
DATECITY OF HOLLY HILL, FLORIDA
STANDARD CONSTRUCTION DETAILS
LS-2.2
LIFT STATION WET WELL
CONSTRUCTION NOTES
LIFT STATION WET WELL CONSTRUCTION NOTES (2 OF 2)
21. LIFT STATION START-UP INSPECTIONS SHALL BE SCHEDULED AND COORDINATED THROUGH
THE CITY'S SITE INSPECTOR (2 BUSINESS DAYS IN ADVANCE). UPON DETERMINING THAT ALL
WORK IS COMPLETE AND READY THE CITY INSPECTOR SHALL THEN NOTIFY THE CITY,
CONTRACTOR, ENGINEER OF RECORD, POWER COMPANY, DATA FLOW SYSTEMS, AND THE
PUMP SUPPLIER OF THE OFFICIAL START-UP INSPECTION DATE AND TIME. UPON
COMPLETION THE ENGINEER OF RECORD SHALL PROVIDE TO THE CITY A SUMMARY OF THE
RESULTS OF THAT TEST AND A LIST OF ALL PUNCH LIST ITEMS OUTSTANDING.
22. PUMP STATION FINAL INSPECTION AND ACCEPTANCE PROCEDURES:
· BEFORE FINAL APPROVAL OR ACCEPTANCE OF ANY PUMP STATION BY THE CITY, THERE
SHALL BE FIELD INSPECTIONS MADE BY THE CITY'S REPRESENTATIVE AND INSPECTOR.
THE FIELD INSPECTIONS SHALL SHOW THAT THE PUMP STATION IS FULLY OPERATIONAL
AND ALL NECESSARY APPURTENANCES HAVE BEEN INSTALLED AND CONSTRUCTED IN
ACCORDANCE WITH THE PLANS AND THE STANDARD CONSTRUCTION DETAILS AS
APPROVED BY THE PUBLIC WORKS DEPARTMENT PRIOR TO CONSTRUCTION.
· UPON COMPLETION AND BEFORE ACCEPTANCE OF THE PUMP STATION INSTALLATION,
THE CONTRACTOR SHALL TEST ALL THE PUMPING EQUIPMENT TO DEMONSTRATE
SATISFACTORY PERFORMANCE. IF DEFICIENCIES OCCUR, THE CONTRACTOR SHALL
CORRECT THEM ACCORDINGLY AND EQUIPMENT SHALL BE RETESTED.
· REPRESENTATIVES FROM THE PUMPING EQUIPMENT MANUFACTURER, DATA FLOW
SYSTEMS, AND THE ELECTRICAL CONTRACTOR SHALL BE PRESENT AT THE PUMP
STATION START-UP TESTING AND FOR THE FINAL SITE INSPECTION.
· ALL PUMP STATION EQUIPMENT SHALL BE TESTED AT THE START-UP. THE
MANUFACTURER/CONTRACTOR SHALL PROVIDE A FORMAL TEST PROCEDURE AND
FORMS FOR RECORDING DATA. THE TESTS SHALL BE PREFORMED BY THE CONTRACTOR
IN THE PRESENCE OF A CITY REPRESENTATIVE AND CITY INSPECTOR. THE RECORDED
FIELD DATA SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT ALONG WITH
THE PUMP STATION AS-BUILT AND PUMP STATION MAINTENANCE AND OPERATING
MANUALS.
· ALL GROUND SURROUNDING THE PUMP STATION MUST BE GRADED IN # 57 STONE FINAL
ACCEPTANCE OF THE PUMP STATION WILL NOT BE GIVEN UNTIL EFFECTIVE EROSION
AND POSITIVE DRAINAGE CONTROL HAVE BEEN PROVIDED.
· PUMP STATIONS SHALL ONLY BE CONSIDERED AS ACCEPTABLE FOR OPERATION BY THE
CITY UPON WRITTEN CONFIRMATION BY THE PUBLIC WORKS DEPARTMENT.
· IN THE EVENT THAT THE STATION OR ANY OF IT'S ASSOCIATED COMPONENTS ARE
DETERMINED TO BE DEFICIENT AT THE START UP, THEN THE CITY RESERVES THE RIGHT
TO REQUIRE A COMPLETE NEW START UP WITH ALL PARTIES PRESENT AS NOTED.
· UPON COMPLETION AND ACCEPTANCE, THE CITY SHALL NOTIFY THE ENGINEER OF
RECORD.
02/2020
DETAIL NUMBER
DATECITY OF HOLLY HILL, FLORIDA
STANDARD CONSTRUCTION DETAILS
DRAWING FILE: 03-05_24300 PGD
SHEET: OF
DESIGNED BY: JD
PROJECT NO: ZC 24300
NOT VALID WITHOUT SEAL
A
S S
O C
IA
T
E S
IN
C
Z E
V C
O H
E N
CI
VI
L
EN
GI
N
EE
RI
N G
LA
N
DS
CA
PE
A
RC
HI
TE
CT
U
RE
EN
VI
RO
N
M
EN
TA
L
PL
AN
N
IN
G
TR
AN
SP
O
RT
AT
IO
N
(L C
IN
TE
RC
HA
N
GE
B
LV
D.
, S
TE
. C
O
RM
O N
D
BE
AC
H, F L
W W
W .Z
EV
CO
HE
N
.C O
M
C3 6
H O
L L
Y H
IL
L
B Y
PA
SS
P U
M
PS
FI
N
A L
E N
G
IN
E E
R
IN
G P
L A
N S
G R
A D
IN
G
A N
D U
T
IL
IT
IE
S L
IF
T
S T
A T
IO
N
JOHN A. DILLARD, JR., P.E., NO. 37256
C
IT
Y O
F H
O
LL
Y H
IL
L
VO
LU
SI
A
C O
U N
TY
, F
LO
R
ID
IT
TA
LS
R
EV
IS
IO
N S
D
AT
E N
O
XREF'S: 24300_BASE.DWG
XREF'S: 24300 SURV.DWG
R
IV
E R
SID
E
D R
IV
E
50' R /W
PL
A
T
WALKER STREET
60' R/W PLAT
HALIFAX RIVER
IT
TA
LS
R
EV
IS
IO
N S
D
AT
E N
O
XREF'S: 24300_BASE.DWG
XREF'S: 24300 SURV.DWG
DRAFTED BY: TR
CHECKED BY: JD
DRAWING FILE: 03-05_24300 PGD
SHEET: OF
DESIGNED BY: JD
PROJECT NO: ZC 24300
NOT VALID WITHOUT SEAL
A
S S
O C
IA
T
E S
IN
C
Z E
V C
O H
E N
CI
VI
L
EN
GI
N
EE
RI
N G
LA
N
DS
CA
PE
A
RC
HI
TE
CT
U
RE
EN
VI
RO
N
M
EN
TA
L
PL
AN
N
IN
G
TR
AN
SP
O
RT
AT
IO
N
(L C
IN
TE
RC
HA
N
GE
B
LV
D.
, S
TE
. C
O
RM
O N
D
BE
AC
H, F L
W W
W .Z
EV
CO
HE
N
.C O
M
C4 6
H O
L L
Y H
IL
L
B Y
PA
SS
P U
M
PS
FI
N
A L
E N
G
IN
E E
R
IN
G P
L A
N S
G R
A D
IN
G
A N
D U
T
IL
IT
IE
S L
IF
T
S T
A T
IO
N
JOHN A. DILLARD, JR., P.E., NO. 37256
C
IT
Y O
F H
O
LL
Y H
IL
L
VO
LU
SI
A
C O
U N
TY
, F
LO
R
ID
A
DAHLIA AVENUE 40' R/W PLAT
20' WIDE ASPHALT PAVEMENT
6TH STREET
40' R/W PLAT
(FORMERLY MICHIGAN AVENUE)
24' WIDE ASPHALT PAVEMENT
DRAWING FILE: 03-05_24300 PGD
SHEET: OF
DESIGNED BY: JD
PROJECT NO: ZC 24300
NOT VALID WITHOUT SEAL
A
S S
O C
IA
T
E S
IN
C
Z E
V C
O H
E N
CI
VI
L
EN
GI
N
EE
RI
N G
LA
N
DS
CA
PE
A
RC
HI
TE
CT
U
RE
EN
VI
RO
N
M
EN
TA
L
PL
AN
N
IN
G
TR
AN
SP
O
RT
AT
IO
N
(L C
IN
TE
RC
HA
N
GE
B
LV
D.
, S
TE
. C
O
RM
O N
D
BE
AC
H, F L
W W
W .Z
EV
CO
HE
N
.C O
M
C5 6
H O
L L
Y H
IL
L
B Y
PA
SS
P U
M
PS
FI
N
A L
E N
G
IN
E E
R
IN
G P
L A
N S
G R
A D
IN
G
A N
D U
T
IL
IT
IE
S L
IF
T
S T
A T
IO
N
JOHN A. DILLARD, JR., P.E., NO. 37256
C
IT
Y O
F H
O
LL
Y H
IL
L
VO
LU
SI
A
C O
U N
TY
, F
LO
R
ID
IT
TA
LS
R
EV
IS
IO
N S
D
AT
E N
O
XREF'S: 24300_BASE.DWG
XREF'S: 24300 SURV.DWG
8th STREET
50' R/W PLAT
N A
R C
ISSU
S A
V E
N U
E 27.1' R
/W
PL
T
DRAWING FILE: 06_24300 DET
SHEET: OF
DESIGNED BY: JD
PROJECT NO: ZC 24300
NOT VALID WITHOUT SEAL
A
S S
O C
IA
T
E S
IN
C
Z E
V C
O H
E N
CI
VI
L
EN
GI
N
EE
RI
N G
LA
N
DS
CA
PE
A
RC
HI
TE
CT
U
RE
EN
VI
RO
N
M
EN
TA
L
PL
AN
N
IN
G
TR
AN
SP
O
RT
AT
IO
N
(L C
IN
TE
RC
HA
N
GE
B
LV
D.
, S
TE
. C
O
RM
O N
D
BE
AC
H, F L
W W
W .Z
EV
CO
HE
N
.C O
M
C6 6
H O
L L
Y H
IL
L
B Y
PA
SS
P U
M
PS
FI
N
A L
E N
G
IN
E E
R
IN
G P
L A
N S
C O
N
ST
R U
C T
IO
N
D E
T A
IL
S
JOHN A. DILLARD, JR., P.E., NO. 37256
C
IT
Y O
F H
O
LL
Y H
IL
L
VO
LU
SI
A
C O
U N
TY
, F
LO
R
ID
IT
TA
LS
R
EV
IS
IO
N S
D
AT
E N
O
LS-17
3' M
AX
NOTES:
1. BOLT VALVES TO TEE OR CROSS WHEREVER AND WHENEVER APPLICABLE.
2. A CONTINUOUS TRACER WIRE TO BE COLOR CODED "GREEN" FOR SEWER, LAID ON
TOP IN TRENCH .
3. GATE VALVE WEDGE SHALL BE COMPLETELY ENCAPSULATED WITH EDAM RUBBER.
4. ALL OUTSIDE HEX NUTS, BOLTS AND HARDWARE (EXCEPT MECHANICAL BOLTS
SUCH AS "T" BOLTS) SHALL BE MINIMUM 316 STAINLESS STEEL GRADE.
AIWA C509 & 515 DUCTILE IRON
BODIED EPOXY COATED RESILIENT
WEDGE GATE VALVE WITH 2"
OPERATING NUT.
MAIN RESTRAINED JOINTS
REQUIRED AT ALL VALVE
LOCATIONS
16"x16"x6" (MIN.)
PRECAST BLOCK
OR MIN. 6" THICK
#57 STONE
6" C-900 PVC
SLEEVE (USE
WITH CAST
IRON VALVE
BOX ONLY)
D
EP
TH
" M
IN
IM
U
M
WRENCH NUT OPEN
COUNTER-CLOCK
WISE
ADJUSTABLE CAST IRON
VALVE BOX COVER AND
ROUND LID
#4 RE-BAR
SET TOP OF VALVE BOX TO FINISHED
GRADE & FLUSH OF CONCRETE COLLAR.
"SEWER" ON TOP (PAINTED GREEN)
24"x24" SQUARE BY 6" THICK
CAST-IN-PLACE CONC. COLLAR
WITH # 4 RE-BAR RING AT CENTER
4' EXCESS WIRE
2" PVC W/ 2" FLAT BRASS CAP
ADJUSTABLE VALVE EXTENSION
ASSEMBLY, 2" SQ. WRENCH NUT
AND UPPER GUIDE REQUIRED FOR
MORE THAN 3 FT. DEPTH.
A CONTINUOUS No. 10
COPPERHEAD TRACER
WIRE COLOR CODED
GREEN
PRESSURE
SANITARY SEWER FORCE MAIN -
VALVE & VALVE BOX (4" - 16")
02/2020
DETAIL NUMBER
DATECITY OF HOLLY HILL, FLORIDA
STANDARD CONSTRUCTION DETAILS 02/2020
DETAIL NUMBER
DATECITY OF HOLLY HILL, FLORIDA
STANDARD CONSTRUCTION DETAILS
RD-11PAVEMENT BUTT JOINT
1-1/4"
PROPOSED SUBBASE
PROPOSED BASE
PROPOSED TYPE S-III ASPHALT
6"
6"
EXISTING SUBBASE
EXISTING BASE
EXISTING ASPHALT
SAW CUT AND TACK COAT EDGE2'-0"
BACKUP DIESEL PUMP
DIP
WET WELL SECTION
NTS
BACKUP PUMP LAYOUT
NTS
SP-50 12V PULSE TECH BATTERY SOLAR PULSE CHARGER, 50-WATT PART# 735X350
SLAB DETAIL
-9.5
| Sheets and Views |
| C1 COVER SHEET |
| C2 CONSTRUCTION NOTES |
| C3 GRADING AND UTILITIES LIFT STATION #7 |
| C4 GRADING AND UTILITIES LIFT STATION #14 |
| C5 GRADING AND UTILITIES LIFT STATION #16 |
| C6 CONSTRUCTION DETAILS |
File details come from the government source that posted it. Updated .