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SITE DATA
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Operation Floor Area ,,24,180 Sf (existing)
t 1,436 SF (proposed)
" 256\6 SF
Required " 1 space 'per 400 SF
Spoces Required" 25.616/400 " 64
Spoces Provided ,,60 (existing) + 4 (proposed)
" 64
Number of Standard Spaces" 61
Number of Handicapped Spaces " 3
Proposed Site Data
Area in Acres
Existing Ploposed
Buldings (induding Tonks with Closed Tops) 1.19 1.85
Open Tonks 4.23 4.41
Paved Areas 5_22 5.93
Open/Green Space 11.36 11.81
Total noo 24.00
Maximum Height of Reclaimed Water Storage Tank" 52 feet
Maximum Allowed" 50 feet
Open Space ,,11.81 Acres" 49.2';
Minimum Required" 25';
Bulding Caverage " 1.85 Acres" 7.7'1.
Maximum Allowed = 45';
Floor /Area Ratio = 0,588 acre/ 24 acres = 0025
Maximum Allowed = 0.65
Section 21, Township 28S, Range 16E
Total Property Area" 117,6 Acres
Treatment Plant Property" 24 Acres" 1,045,440 SF
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REV.NO.
ADDENDUM No. 2
ADDENDUM No. 1
ClEARWA TER DRC
ISSUED FOR BID
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90% SUBMITTAL
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PROJ. ENG.
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SITE DATA
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,....<kWG RECLAIMED .............. '/., .,
I.... .............WATEfR STORAGE TANK........ .
><i....150. lDfA. X J7.~' SWD .........
\ .' ............... TE'",,1l1.00 ..........<
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GR=59,00
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150' DIA.
TE=94,00
Proposed Site Data
Area in Acres
,~,/ I
Parking
Operation Floor Area = 24,180 SF (existing) + 1,436 SF (proposed)
= 25,616 SF
Required = 1 space per 400 SF
Spaces Required = 25.616/400 = 64
Spaces Provided = 60 (existing) + 4 (proposed)
= 64
(1) 12'x19' PARKING SPACE
Existing
1.19
4.23
5.22
11.36
22.00
Pr oposed
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4.41
5.93
11.81
24,00
/
Buildings (including Tanks with Closed Tops)
Open Tanks
Paved Areas
Open /Green Space
Total
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Maximum Height of Reclaimed Water Storage Tank = 52 feet
Maximum Allowed = 50 feet
..-
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Number of Standard Spaces = 61
Number of Handicapped Spaces = 3
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Open Space = 11.81 Acres = 49.2%
Minimum Required = 25%
Building Coverage = 1.85 Acres = 7.7%
Maximum Allowed = 45%
MJ
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Section 21, Township 28S, Range l6E
Total Property Area = 117.6 Acres
Treatment Plant Property = 24 Acres = 1,045,440 SF
Zoning = Public/Semi -Public
Floor/Area Ratio = 0.588 acre/ 24 ocres = 0.025
Maximum Allowed = 0,65
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CLIENT DWG NUMBER
DRAWN
DESIGNED
CITY OF CLEARWATER
NORTHEAST ADVANCED POLLUTION
CONTROL FACILITY
IMPROVEMENTS
SCALE
~
~...~:rvH<IM&CREED
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DATE:
6/20/00
5-31-00
12-30-99
11-08-99
9-30-99
DATE
HORIZONTAL:
1"=60'
CLEARWATER DRC
ISSUED FOR BID
100% SUBMITTAL
90% SUBMITTAL
60% SUBMITTAL
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REV.NO.
SITE PLAN
CHECKED
MCE PROJ. #
0992-0062
M&C DWG NUMBER
PROJ. ENG.
DWG FILE #
VERTICAL:
NA
C-1
FLORIDA
CLEARWATER
PROJ. MGR.
DESCRIPTIONS
REVISIONS
DATE
/
CI
OF CLEARWATER
NORTHEAST ADVANCED POLLUTION CONTROL FACILI-"
APPLICATION FOR ~3ITE PLAN APPROVAL
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C-1 SITE PLAN
C-3 PAVING AND GRADING PLAN, NORTH
C-4 PAVING AND GRADING PLAN, SOUTH
C-6 YARD PIPING PLAN, NORTH
C-7 YARD PIPING PLAN, SOUTH
RECORD
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SHT. NO.
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ISSUED FOR BID
1 00r. SUBMI TT AL
90r. SUBMITTAL
60r. SUBMITTAL
5-31-00
12-30-99
11-08-99
9-30-99
DATE
~y,:S":;\'C; "~'.,-'
u- TYPE WINGED CONCRETE ENDWALL
FOOT INDEX NO. 266 (TYP. OF 2 )
INV. ELEV. 52.02
NOTES:
1. SEE DWG. No. C-5 FOR A DETAILED
SITE PLAN OF THIS AREA.
2. 15'-6" x 8'-0" ABOVEGROUND FUEL
STORAGE TANK ON A 18'-0" x 10'-0"
CONCRETE PAD.
G: RELOCATE EXI~TINGTREES ~_
4. RELOCATED TREES
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CHAIN L1NK\FENCE
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PROJ. MGR.
CLEARWA TER
FLORIDA
CITY OF CLEARWATER
NORlHEAST ADVANCED POLLUTION
CONTROL FACILITY
IMPROVEMENTS
DWG FILE #
MCE PROJ, # 0992-0062
M&C DWG NUMBER
DATE:
PAVING AND GRADING PLAN, NORTH
CHECKED
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OVERFLOW STRUCnJRE ~ '" 51.83
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STORMWA TER DETENTION POND
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STORMWATER DISCHARGE
STRUCTURE DETAIL
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15" STORM DRAIN
U- TYPE ENDWALL
FOOT 'INDEX NO. 266
STONE RIP RAP
FOOT INDEX NO. 281
co
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- - - DRAINAGE SUB-BASIN
BOUNDARY
4' CONCRETE
SIDEWALK
STORMWA TER
POND NO. 2
56
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TOP EL INY EL
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WEIR EL
WEIR UNDERDRAIN UNDERDRAIN DESIGN
LENGTH (FT) INV EL LENGTH (FT) HIGHWA TER EL
PEAK
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1.) PONDS SHALL BE SODDED. SOD SHALL COVER POND BOTTOMS,
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2.) INSTALL EROSION CONTROL MEASURES AROUND INLETS PER DETAILS
DURING CONSTRUCTION
3.) 15' -'6"xS' -0" ABOVEGROUND FUEL STORAGE TANK ON A 1S'x10' CONCRETE
PAD.
CITY OF CLEARWATER
NORTHEAST ADVANCED POLLUTION
CONTROL FACILITY
IMPROVEMENTS
POND
NO.1
--GRATC INLET
R!M:56.27
W iNV.=52.S6
S INV.=52.98
0.89
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56.25
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54.75
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5-31-00
12-30-99
11-08-99
9-30-99
DATE
CHECKED
PROJ. ENG.
DATE
PROJ. MGR.
CLEARWA TER
FLORIDA
52.40
20
56.04
2.40
51.70
30
55.23
0.81
51.00
30
54.17
0.22
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DATE:
PAVING AND GRADING PLAN, SOUTH
MCE PROJ. #
DWG FILE #
0992-0062
SCALE
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42" MJ RESTRAINED JOINT
42" MJ BUTTERFLY VALVE
42" MJ TEE
42" MJ CAP
42" MJxPE 45' BEND
42"x36" MJxMJxPE TEE
42"x36" PE ECCENTRIC REDUCER
42" MJ 90. BEND
42" MJ 45' BEND
42"x36" MJ TEE
42" FL KNIFEGATE VALVE
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42"x36" PExMJ ECCENTRIC REDUCER
36" FL KNIFEGATE VALVE
IN VALVE VAULT-SEE DETAIL SHT. M-30
36" MJ TEE
36" D.I. PIPE
36"x30" PLAIN END REDUCER
36" MJ 45. BEND
36" MJ 11 1/4. VERT BEND
36" MJ 45. BEND (nJRN DOWN 11 1/4')
36" MJ 90. BEND
36" MJ 45' VERT. BEND
36" FL MAGNETIC FLOWMETER ASSEMBLY
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36" MJ 90. VERT. BEND
36" MJxPExMJ TEE
36" MJxMJxPE TEE
36" MJ 22 1/2" BEND
36" PExPExMJ TEE
36" MJ BUTTERFL Y VALVE
36" RESTRAINED MECHANICAL JOINT
36" MJ CAP
36" MJxMJxPExPE CROSS
36"x30" MJxPE ECCENTRIC REDUCER
NOTE:
1. CONNECT TO EXIST. 6" EFW.
CITY OF CLEARWATER
NORTHEAST ADVANCED POLLUTION
CONTROL FACILITY
IMPROVEMENTS
YARD PIPING PLAN, NORTH
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30" MJ PLUG VALVE
24" D.I. PIPE
24" MJ BUTTERflY VALVE
24" MJxMJxPE TEE
24" FL PRESSURE SUSTAINING VALVE ASSEMBLY
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30. MJ 45. BEND
36" MJ 22 1/2' VERT. BEND
16" 0.1. PIPE
16" MJ BUTTERFLY VALVE
16" MJ CAP
10"xa" MJ TEE
8" PVC PIPE
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6" PVC PIPE
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6" MJ RES. GATE VALVE
6" MJ 90' BEND
6" MJ CAP
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I I I I FIRST I Ii 1111 ,I
I I I ANOXIC I j I: I
I I NOTE: I ANOXIC I Ii II I
I I I TANK SEE DWG. ~S. M-7,8&9 TANK I I! / II I
I I I (WEST) FOR DETAIL D PIPING I I! I I 1
\ I I PLANS IN IS AREA. (EAST) I" I I
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DATE:
HORIZONTAL:
MCE PROJ. #
0992-0062
1"=30'
M&C DWG NUMBER
DWG FILE #
VERTICAL:
C-6
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ISSUED FOR BID
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90% SUBMITIAl
60% SUBMITIAl
LEGEND
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@ 1\ HOSE BIBB ASSEMBLY
@ 1 1\ SCH. 80 PVC PIPE
@ 3"x1 1 Xr SCH. 80 PVC REDUCER
@ 3" SCH. \ 80 PVC TEE
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@ 3" SCH. \,80 PVC CAP
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@ 3" SCH. ~O PVC PIPE
@ 3" SCH. ~O PVC PIPE
NOTES:
1. SEE DWG. NOS. M-10 & 11 FOR PIPING IN THIS AREA.
I-w
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I-
~cn
42" MJ 90' VERT. BEND
PIPING
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@
@
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42" DI PIPE
(/)
iJJ
<'0
42" RESTRAINED JOINT
2. SEE DWG. NO. M-10 FOR PIPING IN THIS AREA.
3. SEE DWG. NO. M-28 FOR PIPING IN THIS AREA.
42" MJ BUTTERFLY VALVE
4. RELOCATE EXISTING THREE (3) EFFLUENT FLUSHING WATER PUMPS
TO PROPOSED LOCATION. REPLACE EXISTING ODP MOTORS WITH
TEFC MOTORS. SEE DWG. NO. C- FOR DETAilS.
42"x36" MJ TEE
42"x36" PExMJ ECCENTRIC REDUCER
5. CONNECT TO EXISTING 6" EFW.
6. SEE WG. NO. M-28 FOR 36" MAGNETIC FLOWMETER ASSEMBLY
DET AILS.
36" D.I. PIPE
I"
I
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I ~ EXIST. CLARIFIER
I ~() EFFlUEN T CHANNEL
1'-0 & JUNCTION BOX
J/
36"x30" MJxPE REDUCER
36. MJ 45' B~ND
7. SEE DWG. NO. M-28 FOR PRESSURE SUSTAINING VALVE
ASSEMBLY DETAilS.
36" MJ 11 1/.... VERT BEND
,
36" MJ 45' B~ND (TURN DOWN 11 1/4')
\ I
8. SEE DWG. NO. M- 28 FOR 16" MAGNETIC FLOWMETER ASSEMBLY
DETAILS.
9. CONNECT TO EXIST. 16" EIS BY INSTALLING 16" TEE.
FROM FIi'.JAL
10. CONNECT TO EXIST. 6" POT.
'-
11 . CONNECT TO EXIST. 3" CLS. \
~V1
~<P
FLOW
EQUALIZATION
TANK
I GRATE INLET
1~jM=-53.90
N. INII =51.12(6" DIP)
SE II\IV.=50.56(18" RCP)
12. REPLACE EXISTING 20" MOTORIZED PLUG VALVE WITH NEW 20"
MOTORIZED PLUG VALVE JV-1 AND REPLACE EXISTING 20"
FLOWMETER WITH NEW 20" FLOWMETER JF-1 IN EXISTING VALVE
VAUL T.
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30-36
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30- 36
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EFFLUENT
12
STORAGE TANK 14-20
EFFLUENT 24
30-42
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SOLUTION
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CL 150 0.1.
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EFFlUENT FlUSHING
WATER PUMPS
(NOTE 4)
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Cl 150 0.1.
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RIM=56.27
W INV.=52.96
S INV.=-52.98
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NOTES:
1. ALL 0.1. PIPE SHALL BE CEMENT-LINED
2. FLANGED JOINTS ABOVEGROUND, PUSH-ON OR MECHA ICAl
JOINTS BELOWGROUND
3, ABOVEGROUND PIPE AND BElOWGROUND PVC PIPE \
COLORED PURPLE \
\
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150
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5-31-00
12-30-99
11-08-99
9- 30- 99
DATE
DATE
PROJ. MGR.
CLEARWA TER
FLORIDA
CITY OF CLEARWATER
NOR1HEAST ADVANCED POLLUTION
CONTROL FACILITY
IMPROVEMENTS
YARD PIPING PLAN, SOUTH
DRAWN
DESIGNED
CHECKED
PROJ. ENG.
I
I
\
\
:
\
DATE:
36" MJ 90' BEND
36" MJ 45' VERT. BEND
36. FL MAGNETIC FLOW METER ASSEMBLY
SEE DETAIL SHT. M-28
36. MJ 90. VERT. BEND
36" MJxPExMJ TEE
36" MJxMJxPE TEE
36. MJ 22 1/2' BEND
36" PExPExMJ TEE
36" MJ BUTTERFLY VALVE
36" RESTRAINED MECHANICAL JOINT
36" MJ CAP
36. MJxMJxPExPE CROSS
36. FL MOTORIZED BUTTERFLY VALVE
36"x30" MJxPE ECCENTRIC REDUCER
36"x24. MJxPE ECCENTRIC REDUCER
30" 0.1. PIPE
30" MJxPExPE TEE
30" MJ BUTTERFLY VALVE
30" PLAIN END TEE
30" MJ 90. BEND
30" MJ VERT. 90' BEND
30" MJxPExMJ TEE
30"x16" MJxPExPE TEE
24. o//PIPE
/MJ BUTTERFLY VALVE
I
/ .
24 MJxMJxPE TEE /
(3) 12" PRESSURE SUST~INING
VALVE ASSEMBUES(EV'/t) SEE DETAIL SHT. M-28
36" MJ 22 1/2" VEf BENO
16" D.I. PIPE I
/
/
I
/
/
/
i
I
16" MJ BUTTERFLY VALVE
I
/
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16" MJ CAP
!
I
16" MJ 45' BEN~
I
16" MAliNETlC F(OWMETER ASSEMBLY (EF-2)
AND 16 MOTORIZ;ED BUTTERFLY VALVE: (EV-5)
16" MJxMJxPE TE~
\
8" C-900 DR-18 PVC PIPE
8" MJ Dt 45' BEND\
I
i
8"x6" MJ 01 REDUC~R
I
8"03034 SDR35 PV~ PIPE
12" D.1. PIPE
\
I
12" RESTRAINED JOI~T
i
I
12" MJ GATE VALVE: WITH RESTRAINED JOINTS
6" PVC PIPE !,
6. MJ RES. GATE VA\~
\
\
6" MJ 90' BEND
6" MJxMJxPE TEE
\
\
\
\
FIRE HYDRANT
6"x4" MJxMJxPE TEE
4" MJ GATE VALVE
4" PVC PIPE
AIR RELEASE VALVE
4" MJ 90' BEND
\
\
~
\
\
\
SCALE
CUENT DWG NUMBER
0992-0062
HORIZONTAL:
'''=30'
MCE PROJ. #
DWG FILE #
M&C DWG NUMBER
VERTICAL:
NA
C-7
+
(~',J)
7
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STRUCTURES L__________..I
PAVEMENT
CONTOURS
PIPE
CATCH BASIN - -- - -{]- - --
ELEVATIONS (56.00)
NOTES: I. /~lL EXISTING PAVEMENT TO SE RESURFACED.
2. MINIMUM 4' SHOULDER AROUND PROPOSED PAVEMENT.
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a MULCHED OR SODDED\IN ACCORDANCE WITH PLANS a SPECS.
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56
BENCHMARK
~ TOP OF BRASS DISC (PINEL LAS COUNTY
ENGINEERING DEPf<RTMENT) AT SW
CORNER OF SE 1/4 OF SECTION 21
(NEAR INTERSECTION OF S, R. 580
f<ND EXISTING PLANT f<CCESS ROAO)
ELEVATION 56.27
--
8" PINE
I 0" PINE I
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NOTE:
THIS TREE LINE DENOTES LIMITS
OF EXISTING WETLAND. NOTIFY
ENGINEER IF CLEARING OR GRUB-
BING IS NEED WITHIN BUFFEf~
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56.00
STATusl
RD!
ACTION DATE
4-2/-Cj2
., E'."-;;~'C'" .'~.:'?;o.. 0..'...'..->'.....1'....
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, f1
r~RA\VU:G
P I PREL 1M INARY
E I FOR ESTIMATING ONLY
B
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A
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FOR BIDDING ONLY
RELEASED
FOR CONSTRUCTION
REV I SED
DESTROY PREVIOUS PRINTS
PORTIONI$) BEING fiELD
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15" PINE: I
/2" 04/\ I
1 1'2" 041< I
& lq II QJ:;.K 1- OEMOTES TREE5 TO BE('EMOVED
APPROVAL
CHECK PRINT
5CRU8 OA K
.".''''';'7;-''.''::::;':'-';;'''''-
!r:ATEI
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REV IS / ON
BY
5RS
RESERVED
RO
RECORD DRAWING
CHECKED
COPYRiGH'1'"
Br:fet,'Nlid
.~ '9 tiLL R ;HTS
Qrij A.ssocJQtes, if1C
Briley, Wild & Rssociates, Inc.
conSUL TlnG enGinEERS Rno PlRnnERS
Ormond Beach - Clearwater - Brodenton, Florida
NORTHEAST ADVANCED POLLUTION CONTROL FACILITY
PAVING, GRADING & DRAINAGE PLAN
CLEARWATER, FLORIDA
DATE: OCT. 1988
SCALE: I" = 501- 0"
1731-j/
. I 8'1
!<..EVI5E.D P~K.. C' O. it. 2./~' RlcC0,1,,&
REVISED AS EO = 3
REVISED AS PER 4DDENDUl-1 -1*1
Ci<hNI/'IC:; GLo
! I<TB
13V8
ENGINEER OF RECORD:
DESIGNED
PCB
:t<ENT
iA EF
SHEET NO.8
OF 166
PRO)'. NO.
87054-2~
FILE NO.
12981
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