2180 CALUMET STrr�rrii„�
C I T Y ® F C ]L E A R W A T E R.
POST OFFICE BOX 4748
CL'EARWATER, FLORIDA 34618 -4748
A TER,
lit
• May 17, 1993
The City 61 f Clearwater Environmental Management Office has
..completed its. landscape inspection at your site. The following
report is the result of our inspection. If you have any questions
concerning this report, pleas'e contact Rick Albee at (813)462 -6598.
SITE: Capel Properties 21.80_ Calumet St�
OWNER: Capel Properties Inc.
OWNER REP.:.
INSPECTION DATE: 05/14/93
PASSED.
DEFICIENCIES: None at this time, site meets code requirements. -
CODES VIOLATED: None
COMPLIANCE DATE:
RECOMMENDATIONS: Continue to maintain landscaping in a healthy
growing condition to insure future compliance.
INSPECTOR: Rick'Albee
To insure compliance, a re.inspection of the site will be
conducted after the compliance date. Failure to correct the
deficiencies above by the compliance date will result in the
issuance of a formal "Notice of Violation ".
' E q u a l E m p l o y m e n t a n d A f f i r m a t i v e A c t i o n E m p l o y e r ' '
,EA c
I T Y OF C LEARWATER
9 ,�Q POST OFFICE BOX 4748, Cui itWAm, FwwoA 34618 -4748
TEV
NOTICE OF COMPLIANCE
STORMWATER INSPECTIOIi REPORT '
SITE: �`�.�` i (� I PARCEL
SITE ADDRESS : 2190 CNALU VCr —
BASIN: _
DRAINAGE AREA:
REQUIRED VOL.
POND TYPE
WEIR TYPE :,/J1 J��
PROPOSED
le �/
WEIR: L: D:
SKIMMER:
UNDERDRAIN : h
UNDERDRAIN C.O.
LITTORAL SHELF:
INSP.DATE:
EXISTING
1 3�
WEIR: L: D'.
SKIMMER:
UNDERDRAII4 1
UNDERORAII� • C . O : '. % I
LITTORAL Si4E!,v
ROTES ,
�J
EROSION: �' OVERGROWN:
DENUDED: Tl COLLECTION SYSt
POND CONSTRUCTED PER PLAN
CONTROL STRUCTURE CONS/T. PER PLAN
COMMENTS:
0-" A A .�
1
o �� ,L..,�Gtl •
Cpl' 46
000�
0
RIGHT -OFJ -WAY
6
fio
\�r--
n
C
y
C
ro
3000 P.S.I. CONCRETE
W/6-X6- If 10 W.W.N.
. !4
SECTION 0 SIDEWALK
NTS
C�
-
I
�y
i
AREA OF OFFSITE RUNOFF 46,418 SF / 1.06 ACRES SE*CTiON
4 Q - CIA 4" rHlcx 3,Uc:v FS-6 "Z*x. , ;f _ •OO;
m ( � 1.25 '1 1. t5
00
.83 X 8.5 X 1.06 7.5 CFS
• A 0
00 • �� • �� • ¢ y 1 I (I I (I ( I• 'r?!t :• r - - rUe- -. ^t r
1 s 7
i2" MIN. DEPTH - �i x� '�10 Ww M.
9RATE azv. 5,.810
/ J ; INV ELEV. 48.90 C }hoc.~~ �rc.ilOwt�_ �=+-uM � TELL
THROAT ELEV. 80.50 -
r r 0-7.5 CFS NOTE : WIVrH 6F FLUME DEPbJ1)5 9W I.CCA116N•
,of / ____ _ - RUNOFF 61 INTENSITY &r yEL: Slrc PLAN 69 Aj.
LIMITS OF OFFSITE
RELOCATE EDGE of 1 \ C FACTOR 0.9 BCWC14MAKK ELEV. 52175
PAVING FOR VKiVE 5v
i S00' 15'49'E. 383.93'
To PROPERTY Li NE
F. o. I 1 ( c
..,�.r.• ¢� ,�.....
50.50 2 1 H0 t.M.P.
i 15 51. ENO sYrALE �,,., ( dy 0
_ _ _
y�•:, o - -- -•� _ ,,. _ - -- - - -. -� - -0-
•. -40 w�v�__ 1 I C.P.
-. - - - -r - - --- - - - -r L.. ..-r r . . . - .r .r .r -.+ r. r -r -. r -....+ - .- .. - ..- . • u) N G C L U Vi E `" ,
250.0 ("ADS PIPE FoR ~��"
11 I 53.2 _ TOP 8AI'ac ELEV. 51.90
wTxm ummo i+ n.0. I STORM WATEK FKr>M I ( I TOP BNiC AREA 8.100 Sf : • ...': .
II ( I I \ I D.H.VL ELEV. 61.40 ....
I � �� �OWNSYOUTg I I D.KA AREA 4,823 Sr. .....
iI ( I I { ; I A �� I ( I ( rvw 1/r ET,EV. MOO II I
C I I I FVW 11rAffA 2.806 3: I I III I •� •.
it A I
11 I I I � I % I I BOTMV Er" 4&00 I I l
)Xm ION I ¢ I I I I T40TM AREA 1,841 sF. I I 1 1 1 111 11 1
POND CAPACTIE* I I I I I I I $
FiRST 1 /Y 2..331{ CF IA �
' / EX 15-T• I N G e) U I L O 1 N G I D.H.W. 7,998 OF I I I I LOCATION MAP
a 11 PL 8' I 53.2 FINISH FLOOR ELEV. A - -- J - - - - - -- -- -- I�� BArac ,1,516 OF i /' I I I I p
�`^^ . 83.70 R 1010 F fl I l?GE I O \ I I I I I I
II '
SE I � ....... _`_�_ _� _ - - -- • � � " i _ � `
,�
II* / 6'CO g 53.2 2-4 EAVF- HT ONE 5TORY Zo,0o0's.F t�• I '-",�\ ` I II IIIIIIiI I °�
210 o •0.'s I �� / I i I I IIIIIjII I ♦• 17'
1 6 CO 6 -CURVE 1 CURVE 2 , s1• / I I II I I I I
18•x4'19' 0 e S'{�•�,22' ° , 6,� , �" i I I / ICI it I I I I I i I I ?�
II I o R- RA R- 50.00 A / hti I I / 1 1 I V I{ I
m
�,, TOWNSHIP 29 SOUTH, RANGE 15 EAST
PINELLAS COUNTY, FLORIDA
GRAPHIC SCALE
so is a
(wnw)
F.FLR.EL 53.70
FINISH GRADE ALONG
52.00' THE NORTH TOP BANK
ELEV. 52.5
TOP OF BANK ELEV. 51.90
DESIGN HIGH WATER ELEV. 51.40 1 CONST. 350 SF
3:1 SLOPES I DITCH BOTTOM
EROSION CONTROL
U y� L5-010 � CONC. TG
REVISION I rAd MaN
90TM M OF POND EUV. 49.100 -
a7' 18' C.M.P.
34.60' i 1 N V. 48.55
SECTION C C RETENTION POND 124'R.C.P. INV. 43.80
SCALE HORiZ. 1' - 20' VERT. 1' x10 IINV. 43.90 -
INV. TO
105' MATCH DITCH
BOTTOM GRADE
MITERED END SECTION
_ � ' 11 IIII i � � TO CONFORM TO SLOPE
s T - 14,72 T 8.73 0 I 0 I NOTE: ALL SWALES AND RETENTION AREAS E.O.P.
.0' • ¢ \ 17.28' o / I I I I I I I i ( 1 ° TO BE SODDED. E.O.P.
�= 29.17 L / ca'.� vUMPaTER_ II ( I i c P El. 52.20
Dm
I \
I - / G•Ap AREA H/ /��' I � I ?� � �III1 �'. � MATCH � � � ALL AREAS DISTURBED DURING CONSTRUCTION EL 50.80
I U .�. \ N I�S�+1 �'[.NCC Y`c,ATE I ( I I��TMSSAL cr ` g SHALL BE RESOODED FOR EROSION CONTROL.
I > • \ y'�' I I I ( I �` GRADE TOP Of BANK ELEV. 51.90
g I DOWN STREAM OF g
FL V. PINE ' 250.0 I 1 1 IIcoNSrTRUCTiON. DESIGN HIGH WATER ELE 51.40_ _ _ _ _ _
53.2' -�....
II I .50.30 40.0 II II1j11111
m / I
{i I
TY21CAL � PARKIN
` f N f 8 R. � P
`y' ti � � / �/ / I ` I1III1lI1 l j I1�iI1i1I1 I i1 IIlIl I I(
I I
SLO.T ELEVATIO_N AND D . _ xTOP / CE X 20 227 LF I L V
C-t1 fi W EEL STOPS .30 / BOTTOM OF SKIMMER ELEV. - 49 - .
5 5
�- ATE ELEV. 51.90
JOEA - .6 AC BOTTOM F POND ELEV. 49.00
UTENSITY &3 PIPE DATA SLOPE 0.OX H.PT. N : ` sL�V. 49.88 I
C -2 -- - - - - - _ - - - - -
- Q�3S_ ___ -- - - - - 8.8' -
- - - -
0.�P a7
18' 47.48' VELOCITY 3.2 FPS 0 �III lll I
R10. i r
- _ _ _ r
SECTION B B RETENTION POND
-,
-� Ra=ATE THIS SECTION OF EXISTING ,sp . 5162
FFINCE I3ACIC EASAt PROPiAIY / E XI >T I NCj F.H. ASSY. W 8
. , GATE VALVE AND TWO 8� STEE1, • s •
BALLARD FILLED W/ CONC. FEN� Av, dRAI AGE CA ATIONS
• �' .�.•M PROTECTION. (100 LF. OF t .900-
PR£DEVELOPwENT D CHARGE. •
8' P.V.C.) HYDRANT TO CONFORM PREDEVOPEMENT CONDITirw*
TO CiTY OF CLEARWATER SPEC. P)TM. LAM AREA - 386.8'X154.0' - 1759.413 SF. 1.3839 CRIES Q- CIA
LW AREA USED IN CALCULATIONS: f
II EXTEND EXIST. SAN. SEWER LINE ,¢4 �� NOW. No DEVaDPMENT WILL TAKE PtNACF WITHIN THE NOR 25.0' T.OAD.CC. VSE FACTOR 10 MIN.
II TO POINT OF CONNECTION FROM of THE PROT ARE YMCH IS A OR/�IAOE fJ1,SESIF�1T. DEMIOPMENT AREA 1.276 AC.
EXISTING BLDG. GONTKACTrOK To i_OGAYE E:JD OF EXISTING PGP (/(��) LANDSCAPE LEGfJVD ./ � DI:vEioP1ML�NT AREA • 380.8'X 154' - 55,683 sF t.nsa ACRES
II ANG EXTEND EX1�71NG C>IZADE to NEW coruNEcrloN F'�INT �J q�tPfRVIOUS AREA (E>aSTiNO pAVi]tt7NT) - 5,200 SF. a - •�2 X al.S X 1.278 -3.17 CIS
II DOGi0 24' OMOTU 1 aNm ImaE POUOUS AREA - (60.683 - 6,200) - 60,383 SF.
11 D E S C R I P Ti O N: ADJUSTED C FACTOR - 5.200 X .9 - 4.680
II A TRACT OF LAND BEING A PORIiON OF LOT 11, of CLEARWATER INDUSTRIAL PARK DENOTES LOCUS PALM CREPE FivKTI..L 30,383 X .2 as `10.073
II AS RECORDED IN PLAT BOOK 44. PAGE 48 OF THE PUBLIC RECORDS OF PINELLAS O' DENOTES PLAN OAK 8'
HEIGHT AT PLANTINGG 14;753 / 50,583 - ,292
II COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLWS; �"�
NAT At PLANTiNO WAX M Y (�TLE 1111E OF CONSE7NTRATiON: Z
THE EAST 154.00 FEET OF OF THE WEST 440.00 FEET OF SAID LOT 11. OF
Ea�J'
II
CLEARWATER INDUSTRIAL PARK. � DENOTES CHERRY OAK e' 6' Ni`LGHt A? PLANTIN6 NJGH ELEVATION 54.10 COPE - Ze /390 - .72x
EXIST. M.N. HE]CHT AT PLANTING LOW ELEVATION 51.2 � � � 3 uT T.O.C.
c1 26•
TOP ELEV. CERTIFICATION:
INV ELEV. ALL LANOSWINQ SHALL CONFORM TO P8NETIAS REVISION
1 HEREBY CERTIFY THAT I HAVE RECENTLY SURVEYED THE ABOVE DESCRIBED PROPERTY COl1tMTY ��� �D �y.M�� 90 -16.
AND THAT THE ABOVE GROUND LMPRO%SUENTS SHOWN HEREON ARE A 11WE REPRESENTATION
60.0' RIGHT -OF -WAY Z THEREOF AND THAT THERE ARE NO ENCROACHMENTS EITHER WAY ACROSS Ti1E PROPERTY , wNOSCAawG sHAll BE FLORIDA GRADE NO. `1 COS DEVEjLvt -m NT CONDITIONS:
LINES EXCEPT AS SHOWN. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINiMUU OR BETTER AND HAVE HOSE DIL9iBS WiTH N FIFTY
-TI If REQUIREMENTS OF CHAPTER 21HH -6, FLORIDA ADMINISTRATIVE CODE. (50) FEET of ALL PLt MATERIAL. MA 94AL OW
CALUMET STREET WaL ,w AREA OF DEVflAPMENT 65.663 AOJU$TED c FACTOR
I I I I
t ASPHAL
i3d •
�..•• �•
Q
CERTIFIED TO: COLONY SAVINGS BANK, FLORIDA TITLE- BARBRA MULLINIX
CAPEL PORPER TiES INC.
NOT VAUD UNLESS EMBOSSED WLTH
THE SURVEYOR'S SEAL
CONSTRUCTION NOTES 3
ALL DESIGN AND CONSTRUCTION ►HST CONFORM
TO THE MMMUN STANDARDS SET DOM IN THE REVISION
12' COMPACTED LIME ROCK W/
RET.FASE
FLOW
CF.
LEGEND COON
,Pwo° jbR zoN0NM REMATI �"`�T'o"s
DENSITY OF 98% SEE NOTE
RIGHT -OF -WAY SECTION 0
EXISTING C/L DRIVE
4
REVISION
• •r e
PHONE : (813)576 --x352
ELEVATIONS ARE BASE ON PINELLAS
DATA. REFERANCE BENCHMARK 'COURTNEY No ALL EXISriW W'M MUST COMPLY " F.D.O.T. NM NO 700.
ELEVATION 52.533, ON OLD COACHMAN RD. ALL I*GHT -OF -WAY NSTALPTiONS WILL COMPLY W11H THE STATE OF
DENOTES EXISTING ELEVATION FLCM2iDA UTUTiES A000 MODATiO NS QLI"-
ALL 1: X 15T 1 WS WORK MIST COMPLY MOTH PWalAS COUNTY SUBDIVISION
yNti DENOTES EXISTiKG FINISH GRADE ELEVATION REOULATiONS AND MINIMUM TEST14 FERQU04CY REQUIREMENTS.
SKANS AND BARRICADES TO BE ACCORDaN9 TO F.D.O.T: MANUAL OF SAFETY
PRA411CM REFERENCE F.D.O.T. QNDCIXS 800 11M 850 AND 17349 PER
DENOTES DIRECTION OF TRAFFIC FLOW ROADWAY ANO TRAFFIC DESIGN STANDARDS LATEST EDI110N OR D.0. MCES
100 THRU t i 6.
DISTURBED AREAS WiTFW THE MOHT -OF -WAY WLL BE COiMPACTED TO 100%
DENOTES DIRECTION OF FLOW FOR SURFACE WATER OF MAXIMUM D04SITY NO 9000ED.
THE CONSTRUCTION OF PAVt ONT WITHIN PINELLAS COUNTY RIGHT-CIF-WAY
DENOTES 4' - 3000 P.S.I. CONCRETE (SIDEWALK) i M MEET TtiE FOLLOwING CRITERIA; PROVIDE A STABARM SUBBASE OR
12 INCHES OF LIMEROCK BASE. BASE TO BE COMPACTED TO SITE MA""
DENSIY AS OETFRMNED BY AASM T- 180.
THIS PROJECT WILL REQI M A SPERATE UTILITY LJMSrE FOR DRIVEWAY
PARKING REQUIREMENTS 0 "ECT14"
CONSTRUCTION OF PAVEMENT WITHIN THE MQW-CF -WAY MUST COMPLY `M(IH THE
SUBDIVISION REGtAAT10NS ON TYPE OF ROAD, ARTERIAL. CCAMERCiX, SUBDiV1S10N,
ONE SPACE FOR EVERY FOUR EMPLOYEES ON THE LARGEST WORKING .�, AND COMPLY" THE PwaIAS OOUN Y MIND" TESTING FREQUENCY REG-
SHIFT, PLUS ONE SPACE FOR EVERY COMPANY VEHICLE OPERATING uPTtoNS (LAST>�sT E ?1oN+ A CROSS•'SOMO+ OF CONSTRUCTION W THIN TME
FROM THE PREMISES. R10HT --OF -WAY L! GViRi� THE CROSS - SECTION DETAIL OF ASPALT PAVING MUST
SPECIFY THE USE OF 12 INCHES OF COMPACTED IIMERM BASE OR STABUM
SUBBASE FOR WORK WITHIN THE ROiT -OF -WAY.
EIGHT (8) EMPLOYEES - TWO (2) SPACES THE SDErrAIX IS SPECIFIED AS Fou OWS; MDTH 4 FEET; Tf 04ESS 4 INCHES
EXCEPT ACROSS WIDTH OF DRIVEVAYS, WHERE IT LS TO BE 6 ICCHE3, KWORCED
NO COMPANY VEHCiLES wm ex ex No. 110 W.W.F4 MATE3t1AL 3000 PSI CONCRETE, M1N1M1M. THE
SUBBASE FOR THE SVEWAIX 13 To 8E 0000, CLEAN AOCFPTAME MATM& 001WACTW
REQUIRED: TWO (2) SPACES To 96% MAXS" DENSITY AS DEtERMaYED BY AASM T -180.
PROVIDED: SIXTE94 (16) SPACES
DAPER'AOVS AREA 35.277 38,277 X .9 - 32,649
RETENTION POND D.H.W. 4,138 4,138 X 1 - 4.138
K"OUS AREA 16.148 18,148 X .2 - 3.830
---Z 7 / 5x,583 - (0.7274 ADJUSTED C)
SLOT CALCULATIONS:
WIDTH a 4/3.33 X H 1.8 - 0.606 FT. /7 1/4'
(C X A)
0.7274 X
1.278 -
0.0278
RANFALL
DURATION
INTENSITY
IN111R
D.O.T.
23NE 6
PDX RUNOFF
Q-
(CXA) XI
C.F.1
STOW
RUNOFF
C.F.
RET.FASE
FLOW
CF.
REWIRED
STORAGE
C.F.
CRITICAL
REQUIRED
STORAGE
C•F•
SEt
0.9278
10
800
850
7.89
4,732
1.002
2-
15
900
7.30
6.77
8.098
2.833
4243
• 3,243
20
1200
6.25
5.80
8.9x9
3,804
30154
30
1800
5.23
4.87
8,763
3„706
3,082
04278
40
2400
4.60
4.27
10.243
7,648
2,835
EL 52.18
�o
510
3000
4AO
RIRST t/4
' -
AJ15 cr
60
3600
160
Mmnc&
-
42u
90
5400
2.65
T 0TAL R£
RED -
4558 CF.
120
7200
235
1
mTAL
INDEED
7,758 CF-
NOTE: ASPHALT PAVEMENT WITHIN RIGHT -OF -WAY
2' PC -1 ASPHALT W/12' COMPACTED LIME ROCK
BASE COMPACTED TO 98% DENSITY OVER
STABILIZED BASE.
SCALE HORIZ. 1' = 20' VERT. 1' - 10'
g°F � 4. , . N cy
.. � SLR > -*
SECTION A A WEST PROPERTY LINE SWALES
LI-r- SCALE HORIZ. 1' = 5.0' VERT. 1' - 10.0'
51/ 6 ko
1' TYPE 1 ASPHALT PAVING W /6' COMPACTED LIMEROCK
BASE W /95% DENSITY. T -180 MODIFIED PROCTOR OVER
COMPACTED FILL W /COMPACTION TO 95% MODIFIED
PROCTOR DENSITY.
SECTION ® ASPHALT PAVING
R E V I S I O N S ENGINEERING FIRM
1. APRIL 18,1990 EXTENDED SEWER I DRAINAOE SWALES k SECTIONS 511190 SURVEYOR ENGINEER
LINE do ADDED NOTES FOR FIRE LINE. 2 DRAINAGE MCUPTI" 5/1/90 EUGENE S. CAUDELL R.L.S. 2.311
2. APRIL 18,1990 REVISED DRIVE RICHARD WAS /LEWSKI P.E. 15
1221 ROSEWOOD STREET 1,3940 /COT BOULEVARD
LOCATION, GRADES, FiN.FLR. ELEV. 3 OWSTRUCTiON NOTES 5/1 /910 CLEARWA TE'R, fZOR /D 3
do POND BOTTOM ELEVATONS. LARGO FLORIDA J4640
3. APRIL 23, 19 &0 ADDED NOTE FOR 4 �`� -WAY sECTioN 5/1/90 81,3 585 0812 ('
EXIST. PAVING TO REMAIN PER OWNER. SAFETY owzFtow w9niAROE 5 /1/90 `s0. �lrz:� k (81,3) 526 5843
G SE.w*R LI NE EYI. NOTE 5 TUNI+i 14, 1990 AVVIVO DUILPiNG PA-rA + I3 NGNNAItK ELGVI (� ICY. 11, 1991
/+ n
i. PFQ I-n.h'!,•'t.l: • n 1Y.'''' � i•, v 1 GF'/'1LI` !`C b � /Ii1r•
AS SHOWN
DRAW4 BY
T.C.W.
APPRO W BY
D �JOV. �#, fy'U � ADDED coNC. FLUMES � .qf TAILS
dF
2 a+
c�
3/18' STAINLESS zip
STEEL SKIMMER TO s�
TOP OF BOX
SLOT ELEV. 50.05
BOTTOM OF SKIMMER
ELE/. 49.55
0. 90
�J•
1
REVISION
F.D.O.T. 111 232 TYPE C
MODIFIED FOR SLOT
OUTFALL STRUCTURE
SP N0. 3751
N.T.S.
CAPEL PROPERTIES INC.
2180 CALUMET STREET
CLEARWATER FLORIDA
S � `►1 ��� 0 1 10-)
SHEET N0.
S -1
DAW
3 -1 -90
n
-� 73
ov Z
00
n
O
D
Z
D
x*� r�
FIN.FLR. EL 53.70
D
L N
DCn
(n
�
O
EL 52.18
�o
N
o
�QF.
v
g°F � 4. , . N cy
.. � SLR > -*
SECTION A A WEST PROPERTY LINE SWALES
LI-r- SCALE HORIZ. 1' = 5.0' VERT. 1' - 10.0'
51/ 6 ko
1' TYPE 1 ASPHALT PAVING W /6' COMPACTED LIMEROCK
BASE W /95% DENSITY. T -180 MODIFIED PROCTOR OVER
COMPACTED FILL W /COMPACTION TO 95% MODIFIED
PROCTOR DENSITY.
SECTION ® ASPHALT PAVING
R E V I S I O N S ENGINEERING FIRM
1. APRIL 18,1990 EXTENDED SEWER I DRAINAOE SWALES k SECTIONS 511190 SURVEYOR ENGINEER
LINE do ADDED NOTES FOR FIRE LINE. 2 DRAINAGE MCUPTI" 5/1/90 EUGENE S. CAUDELL R.L.S. 2.311
2. APRIL 18,1990 REVISED DRIVE RICHARD WAS /LEWSKI P.E. 15
1221 ROSEWOOD STREET 1,3940 /COT BOULEVARD
LOCATION, GRADES, FiN.FLR. ELEV. 3 OWSTRUCTiON NOTES 5/1 /910 CLEARWA TE'R, fZOR /D 3
do POND BOTTOM ELEVATONS. LARGO FLORIDA J4640
3. APRIL 23, 19 &0 ADDED NOTE FOR 4 �`� -WAY sECTioN 5/1/90 81,3 585 0812 ('
EXIST. PAVING TO REMAIN PER OWNER. SAFETY owzFtow w9niAROE 5 /1/90 `s0. �lrz:� k (81,3) 526 5843
G SE.w*R LI NE EYI. NOTE 5 TUNI+i 14, 1990 AVVIVO DUILPiNG PA-rA + I3 NGNNAItK ELGVI (� ICY. 11, 1991
/+ n
i. PFQ I-n.h'!,•'t.l: • n 1Y.'''' � i•, v 1 GF'/'1LI` !`C b � /Ii1r•
AS SHOWN
DRAW4 BY
T.C.W.
APPRO W BY
D �JOV. �#, fy'U � ADDED coNC. FLUMES � .qf TAILS
dF
2 a+
c�
3/18' STAINLESS zip
STEEL SKIMMER TO s�
TOP OF BOX
SLOT ELEV. 50.05
BOTTOM OF SKIMMER
ELE/. 49.55
0. 90
�J•
1
REVISION
F.D.O.T. 111 232 TYPE C
MODIFIED FOR SLOT
OUTFALL STRUCTURE
SP N0. 3751
N.T.S.
CAPEL PROPERTIES INC.
2180 CALUMET STREET
CLEARWATER FLORIDA
S � `►1 ��� 0 1 10-)
SHEET N0.
S -1
DAW
3 -1 -90