25-8408_Exhibit_M-1_-_Civil_Plans_S&S_10.3.pdf
PDF 23 MB Posted
- Solicitation number
- 25-8408
- Issued by
- Collier County, Florida
About this file
Civil Plans for Central County Water Reclamation Facility Expansion
This document is a comprehensive set of civil engineering plans and specifications prepared by Q. Grady Minor and Associates, LLC for Collier County's Central County Water Reclamation Facility Expansion Project (Collier County Project No. 70243) located in Section 28, Township 49 South, Range 26 East in Collier County, Florida. The project involves the expansion of an existing wastewater treatment plant with new infrastructure including flow equalization tanks, a membrane bioreactor (MBR) facility, operations building, blower building, dewatering facility, multiple storage tanks for reclaimed water and reject water, and associated utility systems. The bid plans encompass fifteen sheets detailing site layout, grading, paving, drainage systems, utility infrastructure, and construction specifications. The project site totals 15.96 acres with 12.76 acres designated for active development, including 2.67 acres of pavement and sidewalks, 0.30 acres of building footprint, and 5.27 acres of open space. Critical infrastructure elements include sanitary sewer systems with twelve sanitary manholes, storm drainage with twenty-four drainage structures, water main installations with gate valves and meters, fire hydrant connections, and stormwater management facilities designed for 10-year, 25-year, and 100-year storm events. The project must accommodate a minimum finished floor elevation of 11.60 feet (NAVD) with parking facilities requiring 19 total spaces including 2 handicapped accessible spaces for the operations building and 5 spaces for the phase-one office trailer.
The civil plans establish precise construction standards including drainage basin specifications with a dry detention bottom area of 1.59 acres, minimum parking elevation of 10.60 feet (NAVD), and fire flow requirements ranging from 1,000 to 1,500 gallons per minute depending on building classification. Building construction follows IBC Type II(000) standards with required sprinkler systems for certain structures. Storm sewer pipe installations total approximately 1,250 linear feet across multiple diameter sizes (12-inch through 24-inch), while sanitary sewer lines comprise approximately 1,300 linear feet of 8-inch and 10-inch PVC pipe installed at 0.39-0.40% grade. The project incorporates utility coordination with multiple service providers including Florida Power & Light, Century Link, Comcast, Sunshine One Call for underground facility location, Collier County wastewater and water services, TECO Energy for gas, Crown Castle Fiber, and Summit Broadband. Zoning compliance includes RSF-3 base zoning with conditional use permits (CU-94-1 and CU-PL20210001657), front yard setbacks of 30 feet, side/waterfront setbacks of 35 feet, rear yard setbacks of 80 feet, and maximum building height of 50 feet above grade. The project manager is Corinne Trtan, PMP, located at the Collier County Public Utilities Department, 3339 Tamiami Trail East, Suite 303, Naples, FL 34112.
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Text version
C ol lie r
B lv d.
CITY
PLANTATION
C ol lie r
B lv d.
S an ta B ar ba ra B lv d.
Interstate - 75
Golden Gate Pkwy
Radio Rd
Da vis
B lvd
E xt
BERKSHIRE
LAKES
Golden Gate Pkwy
Location Map
Plans Prepared For:
Prepared by:
Central County Water Reclamation Facility
Bid Plans Located in Collier County
Section 28, Township 49 South, Range 26 East
B
ID
G ol de n
G at e W as te w at er T re at m en t P la nt B id P la ns
Know what's below.
before you dig.Call
R
ZONING: RSF-3, PU-84-8C (RESOLUTION 84-148), CU-94-1 (RESOLUTION 94-533), &
CU-PL20210001657
GOVERNING SPECIFICATIONS:
Public Utilities Department Project Manager: Corinne Trtan, PMP 3339 Tamiami Trail E Suite 303 Naples, FL 34112 Tel: (239) 252-4233 Fax: (239) 252-3989
Property Owner: Collier County Water-Sewer District
Board of County Commisioners:
Rick Locastro District 1 Chris Hall District 2 Burt L. Sanders District 3 Dan Kowal District 4 William L, McDaniel, Jr. District 5
PROJECT
LOCATION
WWTP
Approved By:
Revisions
Collier County Public Utilities
LEGAL DESCRIPTION: USE/BUILDING CONSTRUCTION TYPE TOTAL AREA
BASE FIRE
FLOW
REQUIRED
SPRINKLERED REQUIRED
FIRE FLOW
NFPA IBC (SF) (GPM) (GPM)
B (OPERATIONS) II(000) IIB 3,787 1,500 YES 1,000
F-2 (ELECTRICAL) II(000) IIB 3,115 1,500 NO 1,500
F-2 (ELECTRICAL/BLOWER) II(000) IIB 2,720 1,500 NO 1,500
MINIMUM REDUCED FIRE FLOW FOR SPRINKLERED BUILDING IS 1,000 GPM
Index of Sheets
Sheet No. Sheet Description
1 COVER SHEET
2 GENERAL NOTES
3 AERIAL, CLEARING AND DEMOLITION PLAN
4 OVERALL SITE PLAN
5 OVERALL GRADING, PAVING AND DRAINAGE PLAN
6 GRADING, PAVING, and DRAINAGE PLAN (NORTHWEST)
7 GRADING, PAVING, and DRAINAGE PLAN (NORTHEAST)
8 GRADING, PAVING, and DRAINAGE PLAN (SOUTHWEST)
9 GRADING, PAVING, and DRAINAGE PLAN (SOUTHEAST)
10 CROSS SECTIONS AND STORMWATER DETAILS
11 UTILITY PLAN
12 STRIPING, SIGNAGE AND PAVING DETAILS
13 GENERAL UTILITY DETAILS
14 SANITARY SEWER DETAILS
15 WATER DETAILS
Collier County Project No.: 70243
C en tr al
C ou nt y
W at er R ec la m at io n
F ac ili ty
G ra dy M in or
P A P E -D A W S O N a c om pa ny
Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
SERVICE PROVIDER UTILITY COMPANY TELEPHONE
ELECTRIC FLORIDA POWER & LIGHT (24 HOUR EMERGENCY) 239-353-6010
TELEPHONE CENTURY LINK 1-800-339-1811
CABLE T.V. COMCAST (239) 432-1850
UNDERGROUND FACILITY LOCATION SERVICES SUNSHINE ONE CALL 811 or 1-800-432-4770
WASTEWATER COLLIER COUNTY (239) 252-6886
WATER COLLIER COUNTY (239) 252-6245
GAS TECO ENERGY 1-877-832-6747
COMMUNICATIONS CROWN CASTLE FIBER 1-866-787-2637
COMMUNICATIONS SUMMIT BROADBAND (239) 444-0400
STORMWATER COLLIER COUNTY (239) 252-8192
GENERAL NOTES:
GENERAL NOTES (cont.)
STORMWATER NOTES:
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
QGM STANDARD ABBREVIATIONS
A.C. ASBESTOS CEMENT
BFW BUTT FUSION WELD
BL BASELINE
BLVD. BOULEVARD
BOC BACK OF CURB
BSP BACTERIAL SAMPLE POINT
CATV CABLE TELEVISION
CB CATCH BASIN
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CONC. CONCRETE
CUE COUNTY UTILITY EASEMENT
DBI DITCH BOTTOM INLET
DE DRAINAGE EASEMENT
DIP DUCTILE IRON PIPE
EL. OR ELEV. ELEVATION
EOP EDGE OF PAVEMENT
ERCP ELLIPTICAL REINFORCED CONCRETE PIPE
EXIST. or EX EXISTING
FDC FIRE DEPARTMENT CONNECTION
FDOT FLORIDA DEPARTMENT OF TRANSPORTATION
FE FLARED END
FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY
FFE FINISHED FLOOR ELEVATION
F.H. FIRE HYDRANT
FLG FLANGED FITTING
FM FORCE MAIN
FPL OR FP&L FLORIDA POWER & LIGHT
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HORIZ. HORIZONTAL
HW HEADWALL
INC. INCORPORATED
INV. INVERT
IRR. IRRIGATION
JB JUNCTION BOX
LBR LANDSCAPE BUFFER EASEMENT
L.F. LINEAR FEET
LME LAKE MAINTENANCE EASEMENT
MES MITERED END SECTION
MH MANHOLE
M.J. MECHANICAL JOINT
MIN. MINIMUM
NGVD NATIONAL GEODETIC VERTICAL DATUM
NIC NOT IN CONTRACT
OFF. OFFSET
PBSP PERMANENT BACTERIAL SAMPLE POINT
PL PROPERTY LINE
POT. POTABLE
COD
E
DESCRIPTION
AC_ AIR CONDITIONING UNIT
ARL_ ARROW LEFT
ARR_ ARROW RIGHT
ARS_ ARROW STRAIGHT
ARV_ AIR RELEASE VALVE
_BM_ BENCHMARK (START w/BM or FOLLOWS MON. CODE)
BC_ BUILDING CORNER
BFP_ BACK FLOW PREVENTOR
BKR_ BIKE RACK
BOC_ BACK OF CURB_TYPE (A, D, E, F, VG)
BOL_ BOLLARD_TYPE
BPL_ BLUE PAINT LINE
BPR_ BRICK PAVER
BRA_ BRIDGE ABUTTMENT
BS_ BACK SITE_POINT #
BTS_ BOTTOM OF STEP
BUF BURIED UTILITY FLAG
BW_ BOTTOM OF WALL
CALC_ CALCULATED COORDINATE POINT
CB_ CATCH BASIN_PIPE SIZE_INVERT
CHW_ CONCRETE HEADWALL
CLH_ CENTERLINE HEDGE_WIDTH
CMP_ CORRUGATED METAL PIPE_SIZE
CNP_ CONCRETE PAD
CO_ CLEANOUT
CPP_ CORRUGATED PLASTIC PIPE_SIZE
CS_ CONTROL STRUCTURE
DCK_ DOCK OR DECK
DEAD_ DEAD TREE_SIZE_#(IF CLUSTER)
DKP_ DOCK OR DECK PILING OR POLE
DP_ DUMPSTER PAD
EB_ ELECTRIC BOX(IN GROUND)
ELC_ ELECTRC LINE
ELR_ ELECTRIC RISER
EM_ ELECTRIC METER
EOC_ EDGE OF CONCRETE
EOG_ EDGE OF GRAVEL
EOP_ EDGE OF PAVEMENT
EOW_ EDGE OF WATER
ERCP_ ELLIPTICAL RCP_SIZE
ESW_ EDGE SIDEWALK
ETP_ ELECTRIC TRANSFORMER PAD
FCL_ FENCE CHAIN LINK
FCM_ FOUND CONCRETE MONUMENT_SIZE_LB# OR NOID
FCR_ FENCE CORNER
FDC_ FIRE DEPARTMENT CONTROL
FDH_ FOUND DRILL HOLE
FFE_ FINISHED FLOOR ELEVATION
FGE_ FINISHED GARAGE FLOOR
FGP_ FENCE GATE/GATE POST
FH_ FIRE HYDRANT
FIP_ FOUND IRON PIPE_SIZE_LB# OR NOID
COD
E
DESCRIPTION
FIR_ FOUND IRON ROD_SIZE_LB# OR NOID
FLGP_ FLAG POLE
FMN_ FOUND MAG NAIL_SIZE_LB# OR NOID
FNL_ FOUND NAIL_SIZE_LB# OR NOID
FOC_ FACE OF CURB_TYPE (A, D, E, F, VG)
FPK_ FOUND P/K NAIL_SIZE_LB# OR NOID
FPL_ FLORIDA POWER AND LIGHT
FRM_ FORCE MAIN_U(UNDERGROUND), A(ABOVE GROUNT)
FSE_ FINISH SECOND FLOOR ELEVATION
FWD_ FENCE WOOD
GA_ GUY ANCHOR
GB_ GRADE BREAK
GMM_ GAS MAIN MARKER
GP_ GENERATOR PAD
GR_ GUIDE RAIL
GSL_ UNDERGROUND GAS LINE
GSM_ GAS METER
GT_ GREASE TRAP
GUMB_ GUMBO TREE_SIZE_#(IF CLUSTER)
GV_ GAS VALVE
HH_ HAND HOLE
HPM_ HANDICAP MAN SYMBOL
IRR_ IRRIGATION METER
IRV_ IRRIGATION VALVE
LDA_ LANDSCAPE PLANTING AREA
LIT_ LITTORAL SHELF
LP_ LIGHT POLE_TYPE (WOOD, METAL, FIBERGLASS,
CONCRETE)
LA_ LANDSCAPE LIGHT
MAL_ MALILUKA TREE_SIZE_#(IF CLUSTER)
MB_ MAILBOX
MES_ MITERED END SECTION_PIPE SIZE (SHOT AT END OF
PIPE AT INVERT)
MHD_ DRAINAGE MANHOLE_DEPTH
MHE_ ELECTRIC MANHOLE
MHS_ SANITARY MANHOLE_DEPTH
MHT_ TELEPHONE MANHOLE
MHWL_ MEAN HIGH WATER LINE
MHWT_ MANHOLE WATER
MNGO MANGO TREE_SIZE_#(IF CLUSTER)
MPL MAPLE TREE_SIZE_#(IF CLUSTER)
NG_ NATURAL GRADE (DIRT, GRASS, ETC.)
OAK_ OAK TREE_SIZE_#(IF CLUSTER)
OHW_ OVERHEAD WIRES
PALM_ PALM TREE_SIZE_#(IF CLUSTER)
PBID_ PELICAN BAY IMPROVEMENT DEISTRICT
PINE_ PINE TREE_SIZE_#(IF CLUSTER)
POL_ POINT ON LINE
PPR_ PAPER TREE
RCP_ REINFORCED CONCRETE PIPE_SIZE
RMP_ HANDICAP RAMP
SB_ STOP BAR STRIPING
COD
E
DESCRIPTION
SCM_ SET CONCRETE MONUMENT
SDH_ SET DRILL HOLE
SFS_ FEATURE SIGN
SG_ SPOT GRADE (ON VARIOUS TYPES OF PAVEMENT)
SIGN_ SIGN_TYPE (DONOT ENTER, HANDICAP, STOP, #MPH,
1WAY, NO PARKING, TRAFFIC-GENERAL, ETC)
SHT_ SET HUB TACK
SIR_ SET IRON ROD_SIZE
SL_ SET LATHE_X (GRADE) OR C# (MARKED CUT) OR F#
(MARKED FILL)
SNL_ SET NAIL_SIZE
SPK_ SET PARKER KALON NAIL_SIZE
STL_ STEEL PIPE_SIZE
SV_ SEWER VALVE
SWB_ SEA WALL BOTTOM
SWL_ SWALE/FLOW LINE
SWT_ SEA WALL TOP
TBX_ TELEPHONE BOX (IN GROUND)
TCP_ TERRA COTTA PIPE_SIZE
TLC_ CONC. TRAFFIC POLE
TLM_ METAL TRAFFIC POLE
TLW_ WOOD TRAFFIC POLE
TOB_ TOP OF BANK
TOS_ TOE OF SLOPE
TOW_ TOP OF WALL
TP_ TRAVERSE POINT
TREE_ TREE_TYPE_SIZE_#(IF CLUSTER)
TRS_ TELEPHONE RISER
TST_ TOP OF STEP
TVB_ CABLE TELEVISION BOX (IN GROUND)
TVR_ CABLE TELEVISION RISER
UGTP_ UNDERGROUND TELEPHONE LINE
UGTV_ UNDERGROUND TELEVISION LINE
UMKR_ UNDERGROUND BURIED CABLE MARKER
UPC_ CONCRETE UTILITY POLE
UPM_ METAL UTILITY POLE
UPW_ WOOD UTILITY POLE
VGL_ VEGETATION LINE
WBSP_ WATER BACTERIAL SAMPLE POINT
WDL_ WOODS LINE
WELL_ WATER WELL
WLC_ WALL CONCRETE
WLN_ WATER LINE_U(UNDERGROUND), A(ABOVE GROUNT)
WLW_ WALL WOOD
WM_ WATER METER
WPL_ WHITE PAINTED LINE
WS_ WHEEL STOP
WTL_ WETLAND MARKER_DESIGNATION & NUMBER
WV_ WATER VALVE
YD_ YARD DRAIN
YPL_ YELLOW PAINTED LINE
SURVEY KEY DESCRIPTIONS
WATER and WASTEWATER NOTES: PROP. PROPOSED
PVC POLYVINYL CHLORIDE PIPE
PVI POINT OF VERTICAL INTERSECTION
PVMT. PAVEMENT
P.S. PUMP STATION
RED. REDUCER
RCP REINFORCED CONCRETE PIPE
R.O.W. RIGHT-OF-WAY
SAN. SANITARY
SB SOIL BORING
ST. STREET
STA. STATION
SWK. SIDEWALK
SWR. SEWER
TBSP TEMPORARY BACTERIAL SAMPLE POINT
TEMP. TEMPORARY
TOB TOP OF BANK
TOS TOE OF SLOPE
TYP. TYPICAL
UE UTILITY EASEMENT
VERT. VERTICAL
VG VALLEY GUTTER
W/ WITH
WCS WATER CONTROL STRUCTURE
WM WATER MAIN
YD YARD DRAIN
LEGEND:
EX. MITERED END SECTION EX. SANITARY SEWER
EX. CATCH BASIN EX. WATERMAIN
PROPOSED YARD DRAIN EX. STORM SEWER
PROPOSED CATCH BASIN PROPOSED SANITARY SEWER & MANHOLE
PROPOSED MITERED END SECTION PROPOSED WATERMAIN & GATE VALVES
PROPOSED WATER METER & SERVICE PROPOSED STORM SEWER
PROPOSED FIRE HYDRANT & TEE
PROPOSED SAN. SEWER LATERAL & C.O.
PROPOSED GRADE
2''W
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0 50' 100'25'
SCALE: 1" = 50'
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
TYPICAL SILT FENCE DETAIL
N.T.S.
FLOATING TURBIDITY BARRIERS
N.T.S.
GRAVEL OR PAVED CONSTRUCTION ENTRANCE DETAIL
(RUBBLE STRIP)
N.T.S.
32nd AVE. S.W.
TR
O
PI
C
AN
A
B
LV
D
31st PL. S.W.
31st AVE. S.W.
C
C C xx xx xx xx xxxxxxxx xxxxxx xx xx xx xx xx
2''W
2''W
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TROPICANA CANAL
PROPERTY
BOUNDARY
ODOR
CONTROL
SODIUM HYPOCHLORITE TANKS
FUTURE MBR
EXIST.
FILTERS
HATCHED AREA
DENOTES
EXISTING SITE
CONFIGURATION
TO REMAIN
WRF SITE ACCESS
(PHASE-2)
CENTRAL COUNTY WRF EXPANSION
Collier County Project No.: 70243
FOR PROP. GRADING AND STORM
DRAIN SYSTEM (REFER TO SHEET 5) FOR PROP. SITE GRAVITY
SANITARY SEWER SYSTEM
REFER TO SHEET 11
PROP. SITE LIGHTING (TYP.)
PROPOSED PHASE-2 PARKING
(REFER TO SHEET 12 FOR DETAILS)
FOR PROP. CONTROL STRUCTURE
DETAIL REFER TO SHEET 10
FLOW EQ
TANKS
FUTURE FLOW
EQ TANK
OPERATIONS
BUILDING
MBR
FUTURE MBR
RECLAIMED WATER
STORAGE TANK 1
DEWATERING
FACILITY
SLUDGE
HOLDING
TANK
RECLAIMED WATER
STORAGE TANK 2
REJECT WATER
STORAGE TANK 1
BLOWER
BUILDING
EXISTING
CLARIFIER #1
EXISTING
DIGESTER
EXISTING
HLD
EXIST.
FILTERS
EXISTING
CLARIFIER #2
EXIST.
WWTP
SITE
EFFLUENT
TRANSFER
STATION
FUEL
TANKS
ODOR
CONTROL
SKID UNIT
ODOR
CONTROL
SODIUM HYPOCHLORITE TANKS
ASPHALT
PAVEMENT
(TYP.)
GENERATOR
BUILDING
TROPICANA CANAL
HEADWORKS
STRUCTURE
REJECT WATER
STORAGE TANK 2
INJECTION WELL
FUTURE RECLAIMED
PUMP STATION
FLOW METER
FLOW EQ
TANKS
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
STORM WATER MANAGEMENT SUMMARY
10 YEAR , 1 DAY STORM STAGE (FT.-NAVD) = 9.88'
25 YEAR , 3 DAY STORM STAGE (FT.-NAVD) = 10.57'
100 YEAR , 3 DAY STORM STAGE (FT.-NAVD) = 11.59'
MINIMUM PARKING ELEVATION (FT.-NAVD) = 10.60'
MINIMUM FINISHED BERM ELEVATION (FT.-NAVD) = 11.60'
RECOMMENDED FINISHED FLOOR ELEVATION (FT.-NAVD) = 11.60'
PARKING AND LOADING ZONE CALCULATIONS
BUILDING CRITERIA CALCULATION REQUIRED PROVIDED
OPERATIONS BLDG. (4,470 SF) 1 SPACE PER 275 SQ FT (4,470 SF) x (1/275) = 16.25 17 17
TOTAL (INCL. H/C) 17 19
HANDICAPPED SPACES 1 HANDICAPPED SPACE FOR UP TO 25 1 2
PHASE -1 OFFICE TRAILER
PHASE-1 OFFICE TRAILER (1,440 SF) 1 SPACECE PER 300 SF (1,440 SF) x (1/300) = 4.8 5 5 (INC. 1 HC SPACE)
32nd AVE. S.W.
TR
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C
AN
A
B
LV
D
31st PL. S.W.
31st AVE. S.W.
LAND USE SUMMARY
DRY DETENTION (BOTTOM AREA) 1.59 Ac.
OPEN SPACE 5.27 Ac.
PAVEMENT/SIDEWALKS 2.67 Ac.
OPEN TANKS** 2.94 Ac.
BUILDINGS 0.30 Ac.
PROJECT AREA TOTAL 12.76 Ac.
AREA OUTSIDE OF PROJECT BOUNDARY 3.20 Ac.
TOTAL PROPERTY AREA 15.96 Ac.
**OPEN TANKS EXCLUDED FROM DRAINAGE BASIN
BUILDING SETBACKS
BASE ZONING RSF-3 REQUIRED PROPOSED
MIN. DISTANCE BETWEEN BUILDINGS NONE NONE
FRONT YARD SETBACK 30' 30'
SIDEYARD / WATERFRONT SETBACK 10' 35
REAR YARD SETBACK 25' 80
MAX. BUILDING HEIGHT PER CU-PL20210001657 50' ABOVE GRADE 48.45 ABOVE GRADE
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C
C C
C C xx xx xx xx xxxxxxxx xxxxxx xx xx xx xx xx
EX. C.B.
TYPE: DBI
GRATE: 11.20'
INV (E): 3.50'
INV (SE): 3.50'
EX. C.B.
TYPE: DBI
GRATE EL: 9.00'
INV: 3.50' (NE)
EX. C.B.
TYPE: WCS
GRATE EL: 11.50'
INV: 5.00' (NE)
EX. 15" RCP
EX. 1
5" R
CP
EX. C.B.
TYPE: DBI
GRATE: 9.50'
INV (W): 3.50'
EX. M.E.S.
INV: 4.00'
EX. 15" N-12 ADS
C
D
E
A
B
FLOW EQ
TANKS
FUTURE FLOW
EQ TANK
OPERATIONS
BUILDING
MBR
FUTURE MBR
RECLAIMED WATER
STORAGE TANK 1
DEWATERING
FACILITY
SLUDGE
HOLDING
TANK
RECLAIMED WATER
STORAGE TANK 2
REJECT WATER
STORAGE TANK 1
BLOWER
BUILDING
EXISTING
CLARIFIER #1
EXISTING
DIGESTER
EXISTING
HLD
EXIST.
FILTERS
EXISTING
CLARIFIER #2
EXIST.
WWTP
SITE
F.F.E. =14.5
F.F.E. =12.5 F.F.E. =13.25
F.F.E. =13.0
F.F.E. =14.5
F.F.E. =14.5
F.F.E. =14.00
F.F.E. =14.5
F.F.E. =14.5
F.F.E. =14.0
F.F.E. =12.0
F.F.E. =14.00
F.F.E. =13.5
F.F.E. =11.5
F.F.E. =12.0
F.F.E. =12.0
F.F.E. =13.0
F.F.E. =14.5
F.F.E. =12.5 F.F.E. =13.25
F.F.E. =13.0
F.F.E. =14.5
F.F.E. =14.5
F.F.E. =14.00
F.F.E. =14.5
F.F.E. =14.5
F.F.E. =14.0
F.F.E. =12.0
F.F.E. =14.00
EFFLUENT
TRANSFER
STATION
DS-12
DBI Type C G.E.: 13.00
INV: 7.00 (W)
DS-11
DBI Type C G.E.: 12.30
INV: 6.50 (N)
INV: 6.50 (E)
DS-21
DBI Type C G.E.: 12.20
INV: 6.50 (E)
DS-17
DBI Type C G.E.: 12.20
INV: 6.00 (N)
DS-20
DBI Type C G.E.: 12.10
INV: 6.30 (S)
INV: 6.30 (W)
DS-9
DBI Type C G.E.: 12.00
INV: 5.50 (N)
INV: 5.50 (S)
DS-10
DBI Type C G.E.: 12.30
INV: 6.00 (N)
INV: 6.00 (S)
DS-15
DBI Type C G.E.: 8.50
INV: 5.80 (SW)
DS-24
DBI Type C G.E.: 11.80
INV: 6.50 (S)
INV: 6.50 (N)
DS-19
DBI Type C G.E.: 11.70
INV: 6.10 (N)
DS-23
DBI Type C G.E.: 12.50
INV: 6.50 (SE)
INV: 6.50 (N)
WCS
DBI Type C G.E.: 10.60
INV: 4.00 (N)
DS-22
DBI Type C G.E.: 8.50
INV: 5.80 (NW)
DS-4
DBI Type C G.E.: 8.50
INV: 5.30 (N)
DS-5
DBI Type C G.E.: 8.50
INV: 5.30 (S)
DS-7
DBI Type C G.E.: 8.50
INV: 5.30 (S)
DS-6
DBI Type C G.E.: 8.50
INV: 5.30 (N)
DS-14
DBI Type C G.E.: 8.50
INV: 5.80 (N)
DS-8
DBI Type C G.E.: 8.50
INV: 5.00 (S)DS-13
DBI Type C G.E.: 8.50
INV: 5.80 (S)
24" MES
INV: 4.00 (S)
DS-16
DBI Type C G.E.: 12.00
INV: 6.00 (S)
INV: 6.00 (NE)
INV: 6.00 (E)
99 LF 18"
126 LF 18"
LF
8"
65 LF 18"
84 LF 18"
111 LF 18"
74 LF 18"
35 LF 24"
95 LF 24"
83 LF 24"
65 LF 15"
110 LF 15"
63 LF 15"
110 LF 24"
FUEL
TANKS
ODOR
CONTROL
SKID UNIT
ODOR
CONTROL
SODIUM HYPOCHLORITE TANKS
ASPHALT
PAVEMENT
(TYP.)
GENERATOR
BUILDING
31st AVENUE S.W.
31st PLACE S.W.
32nd AVE S.W.
32nd AVE S.W.
TR
O
PI
C
A N
A B
LV
D
TROPICANA CANAL
HEADWORKS
STRUCTURE
SMH-5
SMH-4
SMH-6
SMH-7
SMH-8
SMH-9
SMH-10 SMH-11
SMH-12
SMH-3
SMH-2SMH-1
L.S.
C.O.
REJECT WATER
STORAGE TANK 2
F.F.E. =13.5
F.F.E. =11.5
F.F.E. =12.0
F.F.E. =12.0
INJECTION WELL
FUTURE RECLAIMED
PUMP STATION
FLOW METER
DS-16 (1)
DBI Type C G.E.: 11.20
INV: 6.00 (W)
DS-24 (1)
DBI Type C G.E.: 12.50
INV: 6.50 (S)
56 LF 12"
17 LF 12"
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
SHEET 9
SHEET 7
SHEET 8
SHEET 6
PROP. INLINE
BOOSTER P.S.
PROP. TEMP. CONSTR. TRAILER
OFFICE
TRAILER
LEGEND:
PROPOSED SURFACE WATER FLOW DIRECTION
PROPOSED FINISH GRADE
EXISTING GROUND ELEVATION
NOTES:
1. MINIMUM FINISHED GRADES OF 11.6 FT NAVD, AS SHOWN FOR
THE PHASE-1 OFFICE AND CONSTRUCTION TRAILERS, REFER TO
LIMEROCK BASE PAD WITHIN THE FOOTPRINT OF THE TRAILER -
ACTUAL OFFICE TRAILER FLOOR ELEVATION SHALL BE AT
ELEVATION 13.3 FT NAVD.
2. ALL CATCH BASINS WITHIN PAVED ROADWAYS AND AREAS
ACCESSIBLE FOR VEHICULAR TRAFFIC SHALL BE EQUIPPED WITH
HEAVY DUTY TRAFFIC GRATES.
E
A
FLOW EQ
TANKS
FUTURE FLOW
EQ TANK
MBR
FUTURE MBR
F.F.E. =12.5 F.F.E. =13.25
F.F.E. =13.0
F.F.E. =14.5
F.F.E. =14.00
F.F.E. =13.5
F.F.E. =11.5
F.F.E. =12.5 F.F.E. =13.25
F.F.E. =13.0
F.F.E. =14.5
F.F.E. =14.00
DS-11
DBI Type C G.E.: 12.30
INV: 6.50 (N)
INV: 6.50 (E)
DS-17
DBI Type C G.E.: 12.20
INV: 6.00 (N)
DS-9
DBI Type C G.E.: 12.00
INV: 5.50 (N)
INV: 5.50 (S)
DS-10
DBI Type C G.E.: 12.30
INV: 6.00 (N)
INV: 6.00 (S)
DS-15
DBI Type C G.E.: 8.50
INV: 5.80 (SW)
DS-14
DBI Type C G.E.: 8.50
INV: 5.80 (N)
DS-8
DBI Type C G.E.: 8.50
INV: 5.00 (S)
DS-13
DBI Type C G.E.: 8.50
INV: 5.80 (S)
DS-16
DBI Type C G.E.: 12.00
INV: 6.00 (S)
INV: 6.00 (NE)
INV: 6.00 (E)
99 LF 18"
126 LF 18"
84 LF 18"
111 LF 18"
74 LF 18"
63 LF 15"
110 LF 24"
FUEL
TANKS
ODOR
CONTROL
SKID UNIT
ODOR
CONTROL
GENERATOR
BUILDING
TROPICANA CANAL
HEADWORKS
STRUCTURE
SMH-5
SMH-4
SMH-6
SMH-7
SMH-8
F.F.E. =13.5
F.F.E. =11.5
DS-16 (1)
DBI Type C G.E.: 11.20
INV: 6.00 (W)17 LF 12"
0 30' 60'15'
SCALE: 1" = 30'
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
MATCHLINE - SEE SHEET 8
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
LEGEND:
PROPOSED SURFACE WATER FLOW DIRECTION
PROPOSED FINISH GRADE
EXISTING GROUND ELEVATION
xx xx xx xx xx xx xx xxxxxxxxxx xx xx xx xx xx xx xx xx xx
C
B
OPERATIONS
BUILDING
RECLAIMED WATER
STORAGE TANK 1
RECLAIMED WATER
STORAGE TANK 2
REJECT WATER
STORAGE TANK 1
BLOWER
BUILDING
F.F.E. =14.5
F.F.E. =14.5
F.F.E. =14.00
F.F.E. =14.5
F.F.E. =12.0
F.F.E. =13.0
F.F.E. =14.5
F.F.E. =14.5
F.F.E. =14.00
F.F.E. =14.5
DS-12
DBI Type C G.E.: 13.00
INV: 7.00 (W)
DS-24
DBI Type C G.E.: 11.80
INV: 6.50 (S)
INV: 6.50 (N)
WCS
DBI Type C G.E.: 10.60
INV: 4.00 (N)
DS-5
DBI Type C G.E.: 8.50
INV: 5.30 (S)
DS-7
DBI Type C G.E.: 8.50
INV: 5.30 (S)
DS-6
DBI Type C G.E.: 8.50
INV: 5.30 (N)
24" MES
INV: 4.00 (S)
35 LF 24"
95 LF 24"
FUEL
TANKS
GENERATOR
BUILDING
31st AVENUE S.W.
31st PLACE S.W.
SMH-4
SMH-9
SMH-11
REJECT WATER
STORAGE TANK 2
F.F.E. =12.0
FUTURE RECLAIMED
PUMP STATION
FLOW METER
DS-24 (1)
DBI Type C G.E.: 12.50
INV: 6.50 (S)
56 LF 12"
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
MATCHLINE - SEE SHEET 9
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
LEGEND:
PROPOSED SURFACE WATER FLOW DIRECTION
2''W
2''W
C C
C C
EX. C.B.
TYPE: DBI
GRATE: 11.20'
INV (E): 3.50'
INV (SE): 3.50'
EX. C.B.
TYPE: DBI
GRATE EL: 9.00'
INV: 3.50' (NE)
EX. C.B.
TYPE: WCS
GRATE EL: 11.50'
INV: 5.00' (NE)
EX. 15" RCP
EX. 1
5" R
CP
EX. C.B.
TYPE: DBI
GRATE: 9.50'
INV (W): 3.50'
EX. M.E.S.
INV: 4.00'
EX. 15" N-12 ADS
FLOW EQ
TANKS EQ TANK
EXISTING
CLARIFIER #1
EXISTING
DIGESTER
EXISTING
HLD
EXIST.
FILTERS
EXISTING
CLARIFIER #2
EXIST.
WWTP
SITE
F.F.E. =12.5 F.F.E. =13.25
F.F.E. =12.0
F.F.E. =13.5
F.F.E. =12.0
F.F.E. =12.5 F.F.E. =13.25
F.F.E. =12.0
EFFLUENT
TRANSFER
STATION
DS-21
DBI Type C G.E.: 12.20
INV: 6.50 (E)
32nd AVE S.W.
STRUCTURE
SMH-10
SMH-3
SMH-2
SMH-1
L.S.
C.O.
F.F.E. =13.5
F.F.E. =12.0
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
MATCHLINE - SEE SHEET 6
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
PROP. INLINE
BOOSTER P.S.
PROP. TEMP. CONSTR. TRAILER
OFFICE
TRAILER
LEGEND:
PROPOSED SURFACE WATER FLOW DIRECTION
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
C
C xx xx xx xx xx xx xx xx xxxxxxxxxxxx
D
DEWATERING
FACILITY
SLUDGE
HOLDING
TANK
F.F.E. =14.5
F.F.E. =14.5
F.F.E. =14.5
F.F.E. =14.0
F.F.E. =12.0
F.F.E. =14.00
F.F.E. =13.0
F.F.E. =14.5
F.F.E. =14.5
F.F.E. =14.5
F.F.E. =14.0
F.F.E. =12.0
F.F.E. =14.00
EFFLUENT
TRANSFER
STATION
DS-20
DBI Type C G.E.: 12.10
INV: 6.30 (S)
INV: 6.30 (W)
INV: 6.50 (N)
DS-19
DBI Type C G.E.: 11.70
INV: 6.10 (N)
DS-23
DBI Type C G.E.: 12.50
INV: 6.50 (SE)
INV: 6.50 (N)
DS-22
DBI Type C G.E.: 8.50
INV: 5.80 (NW)
DS-4
DBI Type C G.E.: 8.50
INV: 5.30 (N)
LF
8"
65 LF 18"
83 LF 24"
65 LF 15"
110 LF 15"
SODIUM HYPOCHLORITE TANKS
ASPHALT
PAVEMENT
(TYP.)
31st PLACE S.W.
32nd AVE S.W.
TR
O
PI
C
A N
A B
LV
D
SMH-11
SMH-12
SMH-3
INJECTION WELL
FUTURE RECLAIMED
PUMP STATION
FLOW METER
56 LF 12"
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
MATCHLINE - SEE SHEET 7
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
PROPOSED SURFACE WATER FLOW DIRECTION
PROPOSED FINISH GRADE
LEGEND:
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
NOTES:
CATCH BASIN DETAIL
N.T.S.
SECTION
TYPE C CAST IRON GRATE PLAN VIEW
BASIN DIMENSIONS
TYPE
C-I-P PRECAST
HL W L W
C 4'-5" 3'-4" 4'-1" 3'-0" VARIES
D 4'-5" 5'-5" 4'-1" 5'-1" VARIES
E 5'-10" 4'-4" 5'-6" 4'-0" VARIES
WATER CONTROL STRUCTURE
DETAIL (WC-1)
N.T.S.
JUNCTION BOX DETAIL
N.T.S.
SECTION A
N.T.S.
SECTION B
N.T.S.
SECTION C
N.T.S.
SECTION E
N.T.S.
SECTION D
N.T.S.
MITERED END SECTION DETAIL
N.T.S.
DBDBDBDB
C C
C C xx xx xx xx xxxxxxxx xxxxxx xx xx xx xx xx
D B
D B
DB
DB
D B
DB DB DB DB DB DB DB
D B
D B
D B
D B
D B
D B
DBDBDBDBDBDBDBDBDB
DB DB
DB
D B
D B
D B
D B
DB DB DB DB DB
DB DB DB DB
DB DB DB DB
D B
DB
DB DB DB
D B
D B
D B
DB
D B
D B
D B
D B
D B
DBDBDBDBDBDBDBDBDBDBDBDB
D B
D B
D B
D B
DB
DB
DB
D B
D B
D B
D B
D B
DB
DB
DB
D B
D B
D B
D B
D B
D B
D B
D B
D B
DB
DB
DB
DB
DB
DB
DB DB DB DB DB DB
D B
D B
D B
DB
DB
DB
DB
DB
D B
D B
DB DB DB
DB DB DB DB DB DB DB DB DB DB DB
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
DB
DB
DB
DB
DB
DB DB DB
D B
D B
DBDBDBDBDBDBDB
DB
DB
DB
DB
DBDB
D B
D B
D B
D B
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
D B
D B
DB
DB
DB DB DB DB DB DB DB DB DB
DB
DB
DB
DBDBDB
DB
DB
D B
D B
D B
D B
DB
DB
DB
D B
D B
DB
DB
DB
DB
D B
DB DB
D B
D B
DB
DB
DB
DB
D B
FLOW EQ
TANKS
FUTURE FLOW
EQ TANK
OPERATIONS
BUILDING
MBR
FUTURE MBR
RECLAIMED WATER
STORAGE TANK 1
DEWATERING
FACILITY
SLUDGE
HOLDING
TANK
RECLAIMED WATER
STORAGE TANK 2
REJECT WATER
STORAGE TANK 1
BLOWER
BUILDING
EXISTING
CLARIFIER #1
EXISTING
DIGESTER
EXISTING
HLD
EXIST.
FILTERS
EXISTING
CLARIFIER #2
EFFLUENT
TRANSFER
STATION
FUEL
TANKS
ODOR
CONTROL
SKID UNIT
ODOR
CONTROL
SODIUM HYPOCHLORITE TANKS
ASPHALT
PAVEMENT
(TYP.)
GENERATOR
BUILDING
TROPICANA CANAL
HEADWORKS
STRUCTURE
REJECT WATER
STORAGE TANK 2
INJECTION WELL
FUTURE RECLAIMED
PUMP STATION
FLOW METER
2''W
2''W
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX.F
M
EX
.FM
EX
.FM
EX
.FM
EX
.FM
EX.F
M
EX
.FM
EX
.FM
EX
.FM
EX
.FM
TROPICANA CANAL
EXISTING
CLARIFIER #1
EXISTING
DIGESTER
EXISTING
HLD
EXIST.
FILTERS
EXISTING
CLARIFIER #2
EXIST.
WWTP
SITE
TR
O
PI
C
A N
A B
LV
D
32nd AVENUE S.W.
31st PL S.W.
31st AVE. S.W.
C.O.
RIM: 11.50
INV OUT: 0.76 (S)
SMH-5
RIM: 12.10
INV IN: 3.40 (E)
SMH-7
RIM: 11.00
INV OUT: 3.85 (E)
SMH-3
RIM: 11.80
INV OUT: 1.48 (N)
L.S.
RIM: 12.00
INV IN: 0.50 (N)
SMH-12
RIM: 13.20
INV OUT: 2.96 (N)
SMH-1
RIM: 13.00
INV IN: 0.67 (E)
INV IN: 0.67 (N)
INV OUT: 0.57 (S)
SMH-2
RIM: 13.40
INV IN: 1.15 (N)
INV IN: 1.15 (S)
INV OUT: 1.05 (W)
SMH-10
RIM: 13.30
INV IN: 1.39 (N)
INV OUT: 1.39 (E)
INV OUT: 1.29 (S)
SMH-4
RIM: 13.50
INV IN: 1.89 (N)
INV OUT: 1.79 (S)
INV OUT: 1.89 (W)
SMH-6
RIM: 13.70
INV IN: 2.57 (N)
INV IN: 2.57 (W)
INV OUT: 2.47 (S)
SMH-8
RIM: 12.40
INV IN: 3.18 (E)
INV OUT: 3.08 (S)
SMH-9
RIM: 11.60
INV OUT: 4.36 (W)
22 LF of 10" PVC SAN. SEWER @ 0.40%
LF
o f 8 " P
VC
S
AN
. S
EW
ER
.4 0%
82 LF of 8" PVC SAN. SEWER @ 0.40%
17 LF of 8" PVC SAN. SEWER @ 0.40%
95 LF of 8" PVC SAN. SEWER @ 0.40%
36 LF of 8" PVC SAN. SEWER @ 0.39%
LF
o f 8 " P
VC
S
AN
. S
EW
ER
.4 0%
LF
o f 8 " P
VC
S
AN
. S
EW
ER
.4 0%
LF
o f 8 " P
VC
S
AN
. S
EW
ER
.4 0%
295 LF of 8" PVC SAN. SEWER @ 0.40%
321 LF of 8" PVC SAN. SEWER @ 0.40%
SMH-11
RIM: 14.20
INV IN: 2.24 (W)
INV IN: 2.34 (S)
DS-14
DS-13
DS-15
DS-16
DS-17
DS-10
WCS
24" MES
DS-7
DS-6
DS-4
DS-5
DS-22
DS-23
DS-24
DS-19
DS-20DS-21
DS-12
DS-11
DS-9
DS-8
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
GENERATOR ROOM
OPERATIONS
BUILDING
FIRE CONNECTION DETAIL
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134 GradyMinor PAPE-DAWSONa company
TYPICAL SIDEWALK SECTION
NOT TO SCALE
TYPICAL ASPHALT SECTION
N.T.S.
SITE SIGN BASE DETAILS
N.T.S.
PLAN VIEW
BREAK AWAY CHANNEL POST
PARTIAL ELEVATION
TYPICAL PARKING SPACES DETAIL
N.T.S.
HANDICAPPEDSTANDARD
NOTES:
CONCRETE BUMPER GUARD
N.T.S.
ACCESSIBLE SIGN DETAILS
R7-8-FL & R7-8-250
N.T.S.
FTP-21-06
(R7-8-FL)
FTP-22-06
(R7-8-250)
NOTES:
SIDEWALK DETAIL
NOT TO SCALE
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Q. Grady Minor and Associates, LLC 3800 Via Del Rey
Bonita Springs, Florida 34134
| 1 Cover Sheet |
| 2 General Notes |
| 3 Aerial |
| 4 Overall Site Plan |
| 5 Overall Grading Paving and Drainage Plan |
| 6 GPD-NW |
| 7 GPD-NE |
| 8 GPD-SW |
| 9 GPD-SE |
| 10 SECT-DTL |
| 11 Utility Plan |
| 12 Dtls-Gen |
| 13 Dtls-Gen Util |
| 14 Dtls-San |
| 15 Dtls-Wtr |
| 2025-10-03T17:58:27-0400 | |
| Alexander P. Dunko, P.E. |
File details come from the government source that posted it. Updated .