FLD2003-01005 (2)
FLD2003-01005
1720 ,OVERBROOK AVE
W FIRE AND RESCUE STATIO
PLANNER OF RECORD: MTP
ATLAS # 260B
ZONING: C
LAND USE: CG
RECEIVED: 01/24/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
INDEX OF PLANS
SHEET #
C-l
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-l0
C-ll
C-12
jJ
D
1
D
:s
~
J BAYMON
v
:t
<:::,
1
if
BELLEAIR
SHEET DESCRIPTION
COVER SHEET
GENERAL NOTES
DEMOLITION PLAN
SITE PLAN
PAVING, GRADING, &
DRAINAGE PLAN
AERIAL SITE PLAN
UTILITY PLAN
LANDSCAPE PLAN
SITE DETAILS
DRAINAGE DETAILS
UTILITY DETAILS
LANDSCAPE DETAILS
o
o
0-
1
DUNEDIN
<;'
o
RGlNI
() ,~~
~,?>'l'
#
o
~ ~ ~ VIRGINIA 5T
~ ~ d
~ ~ ~
..J '" -<
~ z a...
o
'"
SUNSET POINT RD
OREW 5T
5.R.6
CLEVELAND 5T
"'1' /"\
<1'0 U
COURT-5T
GUL TO BA V- BL VID
~
-<
DRUID RD
'"
F
~
2
'"
o
-< ~ ~
..J -<-<
LAKEVlEW~D
r ~!:!
~ r: -<-<
C ~ ~-J
it: I
:>
o
en
en
:i
'"
z
'"
'"
'"
NURSERVlRD
BELLEA'R1RD
o
'"
LARGO
~
- '- "' ~ '- -' '- -'
u , '- -' '- , '"-- -'
, "' -' '- -' "' -'
l
'"
---t-UNION 5T
'"
..J
:>
o
en
SUNSET-LP'OINT-RD
LL
o
>-
CUR\.E'Ii-R
NORTHSlDf:_DR
fi!
15
is
g
S?
fd
&:>_E
ENTERPRISE-~
'"
'"
Ii
en
V
'1"
9
o
5.R. 60
o
'"
15
~
'"
m
'S-~
'l<'-BL
~
,,111111',~~
Ie,""\ ,\l,~ Q '\
~ '" -n ~
S - S
~c ~ ==- ~~
-.~ ~ ..~
~#~"'lldll'
Public Works Administration
North west Fire/Rescue Station NO.
CIVIL ENGINEERING PLANS
51
Section 3, Township 29 South, Range 15 E
CITY OFFICIALS
TBE Proj.ect No.
00083101.00
Brian J. Aungst
Frank Hibbard
Hoyt Hamilton
Whitney Gray
Bill Jonson
William B. Horne II
Mayor Seat 1
Commissioner-Seat 2
Commissioner-Seat 3
Vice Mayor /
Commissioner-Seat 4
Commissioner-Seat 5
City Manager
fJ~
(
""
'"
-<
2
o
z
~
Mahshid Arasteh, P .E.
Public Works Administrator
.
L
o
.
w . w
> Q) z
>
<{ <{ <{
-...J
(f)
<{ >-
-...J ~
C) ~
::> w
0 m
0 .
z
MAIN ST
Date Approved
Michael D. Quillen, P.E.
City Engineer
Approved By
Pro ject
Location
CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721
DREW 5T
~
Q.
2
-<
J:
~~
PREPARED BY
TBE GROUP, INC.
Engineers.Planners.Subsurface Utility Engineers.
Surveyors and Mappers
380 Park Place Boulevard, Suite 300, Clearwater, florida 33759
Telephone (727) 531-3505, Facsimile (727) 539-1294
Certificate of Authorization: LB 6668
State of Florida
SITE PLAN APPROVED
OSE # I~L{) 1(0) - 0 { ()o 5
CASE TYPE C { tP
DRCDATE ?'r3(o~ T~l~'j":.
COB DATE J.( D:. .... '''','
SIGNATUR S OR'tHt GoPIi:S' oCHERE'OrARE NOT VALID
DATE tD. NATU~:ANP THE ORIG!~"AL RAISED SEAL
OF A FLORIDALlCE~SED. PROFESs..I~NALNGINEER,
RECr:IVED
~ H~ ,~ ?"U3
pl.'\ r'INl NG DEPARTMENT
I~'.l ry OF CLEARWATER
GENERAL NOTES
TESTING REQUIREMENTS
1. ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT
SHALL CONFORM TO FOOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION," LA TEST EDITION, AND THE LA TEST CITY OF CLEARWATER AND
PINELLAS COUNTY STANDARDS, UNLESS OTHERWISE INDICATED. THE MORE
STRINGENT SHALL BE APPLICABLE.
31. INSTALL BENDS ON WATER MAINS AS NECESSARY IN ORDER TO AVOID CONFLlCT(S)
WITH PROPOSED OR EXISTING FACILITIES.
1. COMPACTION (DENSITY TESTS) - BACKFILL SHALL BE TESTED AS EACH LIFT IS PLACED
(12" MAX.) FOR EACH 100 LF OF PIPE TRENCH OR 2,000 SF OF SURFACE AREA ON-SITE.
TESTING SHALL COMPLY WITH CITY OF CLEARWATER TESTING FREQUENCY REQUIREMENTS.
2. A MINIMUM OF 2 LBRS SHALL BE PERFORMED ON THE SUB-GRADE AND BASE FOR EACH
20,000 SF OF PAVEMENT.
3. ONE GRADATION AND EXTRACTION SHALL BE PERFORMED FOR EACH 20,000 SF OF PAVEMENT.
ONE CORE SHALL BE TAKEN AND MEASURED FOR EACH 15,000 SF OF PAVEMENT.
4. FOUR TEXT CYLINDERS SHALL BE MADE FROM EACH LOAD OF CONCRETE USED IN THE
RIGID PAVEMENT SECTION.
5. SUB-GRADE DENSITIES IN THE RIGID PAVEMENT SECTION SHALL BE TAKEN FOR EVERY
1,000 SF OF SURFACE AREA.
6. IN ADDITION TO THESE REQUIREMENTS, FULL COMPLIANCE WITH THE GEOTECHNICAL
REPORT PREPARED BY TlERRA, INC. IS REQUIRED.
32. CONTRACTOR IS ADVISED TO BECOME FAMILIAR WITH THE OVERALL SCOPE OF
WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID.
2. THE LOCATIONS AND SIZE OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS ARE
APPROXIMA TE ONLY. HOWEVER, THERE IS NO GUARANTEE THAT ALL EXISTING
FACILITIES HAVE BEEN FOUND OR SHOWN. THE CONTRACTOR IS FOREWARNED TO
ASCERTAIN AND DETERMINE PRECISE LOCATIONS PRIOR TO EXCAVATING. THE CONTRACTOR
SHALL BECOME FAMILIAR WITH ALL VOLTAGES CARRIED IN OVERHEAD OR
UNDERGROUND UTILITY SERVICES. NO CLAIM FOR EXTRA COST SHALL BE MADE
AGAINST THE OWNER OR ENGINEER AS A RESULT OF THE AFOREMENTIONED
APPROXIMA TIONS. THE CONTRACTOR SHALL LOCATE EXACTLY ALL UTILITIES THAT
CROSS THE PROPOSED UTILITIES PRIOR TO CONSTRUCTION.
33. WA TER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS:
GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE
LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN
THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE
CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER
JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS
THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH
SEPARATION CANNOT BE MAINTAINED, THE SEWER SHALL BE CONSTRUCTED OF
DUCTILE IRON PIPE (DIP) FOR 20 FEET CENTERED ON THE POINT OF
CROSSING.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES:
GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY
FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE
MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO
MAINTAIN A 10 FOOT SEPARATION, THE WATER MAIN SHALL BE INSTALLED IN
A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE
SIDE OF THE SEWER AND AT AN ELEVATION SO lHAT THE BOTTOM OF lHE
WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF lHE SEWER, AND
THE WATER AND SEWER JOINTS SHALL BE STAGGERED.
EROSION AND SILTATION CONTROL
1. GENERAL: ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED
PRIOR TO THE START OF CONSTRUCTION. DURING CONSTRUCTION, DENUDED AREAS
SHALL BE COVERED BY MULCHES SUCH AS STRAW, HAY AND FILTER FABRIC. ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS OR HAY BALES. THESE SHALL BE MAINTAINED AND MODIFIED
DURING THE CONSTRUCTION PROCESS TO MINIMIZE DOWNSTREAM SILTATION.
WHEN CONSTRUCTION IS COMPLETED, DETENTION AREAS WILL BE RESHAPED,
CLEANED OF SILT, MUD AND DEBRIS, AND BE RE-SODDED TO PROPERLY DETAIN THE
INTENDED STORM QUANTITIES.
2. PROTECTION AND STABILIZATION OF ON-SITE SOIL STOCKPILES: FILL MATERIAL
STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS
WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM
SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
ANY UNSTOCKPILED MATERIAL REMAIN AFTER THIRTY (30) CALENDAR DAYS.
3. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL
BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND
WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.
4. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO
TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT
PROPERTIES, OR INTO EXISTING BODIES OF WATER, MUST BE INSTALLED,
CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM
DISTURBANICE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS
SHALL BE FULLY OPERATIVE BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS.
EARTHEN STRUCTURES INCLUDING BUT NOT LIMITED TO BERMS, EARTH FILTERS,
DAMS OR DIKES SHALL BE STABIUZED AND PROTECTED FROM DRAINAGE DAMAGE
OR EROSION WITHIN ONE WEEK OF INSTALLATION.
5. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION.
6. UNDERGROUND UTILITY CONSTRUCTION: THE CONSTRUCTION OF UNDERGROUND
UTILITY LINES AND OTHER STRUCTURES SHALL BE DONE IN ACCORDANCE WITH THE
FOLLOWING STANDARDS:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE
TIME;
B. WHEREVER CONSISTENT WITH SAFETY AND SPACE CONSIDERATION,
EXCAVATED MATERIAL SHALL BE CAST TO THE UPHILL SIDE OF TRENCHES.
TRENCH MATERIAL SHALL NOT BE CAST INTO OR ONTO THE SLOPE OF ANY
STREAM, CHANNEL, ROAD DITCH OR WA TERWA Y.
7. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARL '1'(, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR
REPAIRED AS REQUIRED.
8. EROSION AND SILTATION CONTROL SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF SECTION 102, 103 AND 104 OF THE FDOT, "ROADWAY AND
TRAFFIC DESIGN STANDARDS".
9. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. ENCROACHMENT INTO OR FAILURE MAINTAIN THESE EROSION
CONTROL MEASURES CAN RESULT IN ENFORCEMENT ACTION WHICH MAY
INCLUDE CITATIONS AND/OR PERMIT REVOCATION.
10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH ALL
REQUIREMENTS OF THE EPA NPDES PERMIT FOR THIS PROJECT
3. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM (NGVD)
UNLESS OTHERWISE INDICATED ON lHE SITE SURVEY.
4. lHE CONTRACTOR SHALL NOTIFY lHE ENGINEER, OWNER, CITY AND COUNTY INCLUDING
ALL UTILITY COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING CONSTRUCTION.
CONTRACTOR SHALL CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 A MINIMUM
OF 2-DAYS AND A MAXIMUM OF 5-DAYS PRIOR TO START OF CONSTRUCTION.
5. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND SURFACE ARE CONSTRUCTED.
6. IT IS THE RESPONSIBILITY OF lHE CONTRACTOR TO USE WHATEVER MEANS
NECESSARY TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO
SURFACE DRAINS AND TO DITCHES DURING CONSTRUCTION. SEE EROSION AND
SILTATION CONTROL NOTES FOR ADDITIONAL INFORMATION.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL
SEPARATIONS AS STIPULATED ABOVE, lHE DEPARTMENT OF ENVIRONMENTAL
REGULATION (DER) MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF
SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION
MUST BE OBTAINED PRIOR TO CONSTRUCTION.
7. ALL PIPE LENGTHS ARE PLUS OR MINUS.
34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL SANITARY SEWER
MAINS AND WATER MAINS IN ACCORDANCE WllH CURRENT CITY OF CLEARWATER STANDARDS
(LOCAL JURISDICTION). CONTRACTOR SHALL NOTIFY THE CITY OF CLEARWATER, ENGINEER, AND
THE OWNER OR AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN
ADVANCE OF PERFORMING TESTS.
8. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES OR FITTINGS.
PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE.
9. CONFLICTS BETWEEN WATER, STORM, SANITARY OR UNDERDRAIN SYSTEMS ARE TO
BE RESOLVED BY ADJUSTING THE NECESSARY LINES AS DIRECTED BY THE ENGINEER.
35. lHE CONTRACTOR SHALL PROVIDE CERTIFIED STORMWATER RECORD DRAWINGS,
SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERTIFICATION BY lHE
ENGINEER. lHE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL
STORMWATER FACILITIES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES.
THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS
TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWA TER MANAGEMENT SYSTEM.
36. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERTIFICATION BY THE ENGINEER.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL UTILITIES INCLUDING
THE SANITARY SEWER, WATER AND PRODUCT PIPING. THE CONTRACTOR SHALL PROVIDE TEN
COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER.
37. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL
ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO RE-ESTABLISH THE PROPERTY CORNERS WHICH HAVE BEEN LOST DURING CONSTRUCTION,
BY A PROFESSIONAL LAND SURVEYOR.
38. THE CONTRACTOR SHALL PROVIDE CERTIFIED AS-BUILT DRAWINGS IN ACCORDANCE WITH THE
CITY OF CLEARWATER REQUIREMENTS AS SHOWN IN THE BID DOCUMENTS SPECIFICATIONS.
39. WORK SHALL NOT COMMENCE UNTIL ALL PERMITS REQUIRED FOR lHE SUBJECT PORTION
OF THE WORK ARE OBTAINED. IT IS lHE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL
REQUIRED PERMITS AND/OR EVIDENCE OF COMPLIANCE WITH APPLICABLE REGULATIONS
ON SITE AT ALL TIMES DURING lHE EXECUTION OF WORK. SPECIFIC PERMITS MAY BE
REQUIRED FOR THE INSTALLATION OF POTABLE WATER LINES, SANITARY SEWER LINES,
STORMWATER PIPES, ETC. TREE BARRICADES AND EROSION SILTATION CONTROL MUST BE
INSTALLED AND IMPLEMENTED PRIOR TO COMMENCING CONSTRUCTION.
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL
PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES.
11 . THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SAFETY.
1 2. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES
OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
13. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000
PSI (28 DAY STRENGTH).
14. ALL DISTURBED GRASSED AREAS SHALL BE RESODDED WllHlN 72 HOURS UNLESS
OTHERWISE INDICATED.
15. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR
ORIGINAL OR BETTER CONDITION.
16. ALL PARKING STALL DELINEATIONS ARE TO BE 4" PAINTED LINES PER FOOT SECTIONS 710
AND 711. USE FOOT APPROVED TRAFFIC PAINT AND METHOD OF APPLICATION.
17. CONTRACTOR TO PROVIDE FOOT STANDARD TRAFFIC ARROWS IN ALL DRIVEWAYS AS
DIRECTED BY THE OWNER.
18. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF lHE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES lHA T WILL NOT BE
INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH
THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE ENGINEER
AND REQUESTING A CLARIFICATION OF PLANS PRIOR TO DEMOLITION.
40. CONSTRUCTION SHALL PROCEED SUCH THAT ALL STORM WATER FACILITIES WITHIN A WATERSHED
AREA ARE IN PLACE AND OPERATIONAL PRIOR TO CONSTRUCTION OF IMPERVIOUS SURF ACES
WllHlN THAT AREA.
41. ALL UTILITIES (INCLUDING STORM WATER FACILITIES) SHALL BE KEPT IN OPERATION EXCEPT WITH THE
EXPRESS WRITTEN CONSENT OF THE UTILITY OWNER. IT SHALL BE lHE CONTRACTOR'S RESPONSIBILITY
TO PRESERVE EXISTING UTILITIES AND ANY AND ALL DAMAGE TO EXISTING UTILITIES AS A RESULT OF
THE CONTRACTORS ACTIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
42. NO STOCKPILING OF MATERIALS IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED
FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART OF DAILY CLEAN UP.
43. ANY PORTION OF lHE ROADWAY lHAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION
OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER
SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT AND CITY OF CLEARWATER.
19. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITY
CONNECTION POINTS PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY
NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND.
20. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD
CROSSING PERMITS, AND OTHER CONSTRUCTION PERMITS NOT FURNISHED BY lHE
OWNER, PRIOR TO THE START OF ANY CONSTRUCTION.
21 . WATER MAINS 4" AND LARGER SHALL BE PVC AND CONFORM TO AWWA C-900
STANDARDS, UNLESS OTHERWISE NOTED. FITTINGS SHALL BE C.I. OR 0.1.
MECHANICAL JOINT. WATER SERVICE LINES SMALLER THAN 4" DIAMETER SHALL MEET THE
REQUIREMENTS OF ASTM 02241, UNLESS OTHERWISE NOTED. PVC FITTINGS MAY BE
USED ONLY UPON lHE APPROVAL OF THE ENGINEER.
CITY Of CLEARWATER RIGHT-Of-WAY CONSTRUCTION NOTES:
1. ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX NO. 700.
2. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES
REFERENCED IN lHE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL
3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN
CITY OF CLEARWATER LAND DEVELOPMENT CODE, TRAFFIC ENGINEERING, AND/OR RELATED ORDINANCES
4. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES, REFERENCE
FOOT INDEX NOS. 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS
LATEST EDITION. A MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND APPROVED BY
THE CITY OF CLEARWATER TRAFFIC ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION WHENEVER ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET:
A. STREET IS CLOSED TO THRU- TRAFFIC FOR PERIODS EXCEEDING 15 MINUTES
B. ONE PHYSICAL LANE SUPPORTS 2-WAY TRAFFIC MOVEMENT
C. TRAFFIC LANE(S) NORMALLY DESIGNATED TO HANDLE MOVEMENT IN ONE DIRECTION
ARE BEING RECHANNELLED TO ACCOMMODATE AN OPPOSING MOVEMENT
5. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH FOOT INDEX
NO. 621; "TWO-LANE, TWO-WAY URBAN DAY OR NIGHT OPERATIONS"; NO LANE CLOSURES
SHALL TAKE PLACE DURING PEAK HOUR PERIODS OF BETWEEN 7 AM TO 9 AM AND 4 PM TO 6 PM.
POST (OPTIONS: 2"x4" OR
2-1/2 MIN DIA WOOD; STEEL
1.33 LBS/FT MIN)
22. REINFORCED CONCRETE PIPE SHALL CONFORM TO lHE REQUIREMENTS OF SECTION
B41 OF lHE CURRENT FOOT SPECIFICATIONS. ALL RCP WITH LESS lHAN
2' OF COVER SHALL BE CLASS "FOUR". ALL ROUND REINFORCED CONCRETE JOINTS
UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS SHALL BE WRAPPED WllH MIRAL 140N
FILTER FABRIC OR APPROVED EQUAL. FABRIC TO BE A MINIMUM OF 30" IN WIDTH
AND CENTERED ON PIPE. ELLIPTICAL PIPE SHALL BE WRAPPED WllH FILTER FABRIC
JACKETS PER FOOT INDEX NO. 280.
W ~ttT~tt l4
4 II 4
- >--
~ +4
~ ~1=t 1 ~1=t ~
n n
II I ~18 OZ NYLON REINFORCED
II 11 ./ PVC FABRIC (300 PSI TEST)
II II
II II --
II IT
U U
23. SANITARY SEWER SHALL BE PVC AND CONFORM TO THE REQUIREMENTS OF ASTM
03034, SDR 35, C- 76, UNLESS OTHERWISE NOTED.
24. THE DEPlH OF COVER OVER THE WATER MAIN SHALL BE A MINIMUM OF 30" AND A
MAXIMUM OF 42" BELOW FINISH GRADE.
STORMWA TER INLET
STAKED TURBIDITY BARRIER
25. ADJUSTMENT OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC., SHALL BE INCLUDED IN lHE CONTRACTOR'S BID AND NO CLAIM SHALL
BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED.
26. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE
ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH FLORIDA D.O.T. STANDARD
SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION.
2"x2" WOOD STAKES WIRE OR NYLON
2 PER BALE ~ BOUND BALES
~!:.rEXISTING GRADE
II -
u ~2' (MIN.)
SECTION
I FLOW I FLOW I
ill $I=n= I ~i~ I ~1=t ill
PLAN I DOWNSLOPE
6. PLACE EXPANSION JOINTS WHERE 4 AND 6 INCH SIDEWALKS ABUT.
7. DISTURBED AREA WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 100%
OF THE MAXIMUM DENSITY AND SODDED.
8. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%)
9. EXISTING ROADWAY PAVEMENT IS NOT TO BE OPEN CUT OR DISTURBED.
10. THE CONSTRUCTION OF PAVEMENT WllHlN CITY OF CLEARWATER RIGHT-OF-WAY MUST MEET
THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: S-1 (2"), BASE: 8" COMPACTED
TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, SUBBASE: 12" TO LBR 40
ANGLE FIRST STAKE
TOWARD PREVIOUSLY
LAID BALE
27. TOPOGRAPHIC INFORMATION BASED UPON SURVEY PREPARED BY SUNCOAST LAND SURVEYORS.
n nn nn nn....n..
lUt- b-=;t mit I F trlit f/1-
~!I- L~I-tj!t-.'t-: I!!I 1~~lW=II'fr+
111/ 111/ 111/ 111/
u U u U u U u U
28. SPECIAL CARE IS TO BE TAKEN SO THAT PROTECTED TREES REMAIN UNHARMED
DURING CONSTRUCTION. IN ANY EVENT, NO TREE(S) SHALL BE REMOVED UNLESS
DESIGNATED FOR REMOVAL ON lHE PLANS.
BALES BUTTED TIGHTLY
TOGETHER
29. INDEX NUMBERS REFER TO FLORIDA DEPARTMENT OF TRANSPORTATION ROAD
DESIGN STANDARDS, LATEST EDITION.
30. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION AND CONTRACTOR SHALL BE IN ACCORDANCE WITH CITY OF
CLEARWA TER LAND DEVELOPMENT CODE AND SHALL BE RESPONSIBLE FOR
MAINTAINING THESEAREAS UP TO AND INCLUDING THE INITIAL MOWING.
fUGITIVE DUST CONTROL NOTE
ELEV A TI ON
HAY SILT BARRIER
EROSION CONTROL DETAIL
THE CONTRACTOR SHALL TAKE ALL REASONABLE MEANS TO ELIMINATE THE TRANSPORT
OF DUST FROM THE PROJECT SITE. SPECIAL MEASURES, SUCH AS PERIODICALLY APPLYING
WA TER TO THE WORK SITE TO PREVENT DUST SHALL BE INCORPORATED INTO THE
CONTRACTORS WORK PLAN.
""
r
48 HOURS BEFORE DIGGING
.CALL SUNSHINE-
1-800-432-4770
~
\...
,&j
o
o
"\
o
or- I"')
~ ~
00 I"')
o (f) N
o I- '-
o z or-
.
o
z
-
~ CD
~ 'oo~
- L. 0 0
~ a..cnc
l_
Q
""
N :r: N
--.J a.. --.J
CD (f) CD
~
u
o
.........
"0
c: CD
~ c:
.~ 0 ~
rn CD 0
CD ~ L.
cue
""It)N-~
SUO!S!^9~
~ ~~~
~..\#:
I- ii .~~~'
; ffi .~ &;~'
ffi~~ ~(i
....C~ ~
Ca.a::
~~~-
C ..J
~~O
o 0 ..
u.U)lU
OWW
a:: a::
>0....
t::ZU)
OCZ
-
W..J N
o
a:: ~ 01-
- Z .5:
. c::
U.c O~
a:: ~Q:
-!
I. .. ti
... 0.....
o ~~
... oc: lS
co w.~
~,~~ ~ ~ 11111111111111,,,,11111
(((IJ~ ffi i'" ""III
~ >~
.. C~
~ m~
01
C.S:
Q.~
~s
C~
I-~
s
t5
,
ONCD
~g~
It) en
t) I') .
~ ..,.
::ION
In"l:JN
i: .
~Ol')
~lL:iii
.b ex
(/) a. <
ClEIL.
c: a
Et-CD
i ~
o
~ :!
N
N
.
I')
iii
..,.
en
N
-
W
::)
()
0...
Wit)
a:
'" .
wO
a:Z
-
L1.Z
~O
cni=
We(
3:~
:r:cn
~
a:
o
Z
~
I')
o 10
oen,t
It) ION
t)~"'"
~I')x
OJo<
"l:J1L.
Gii:
UOIO
01L:0
- 10
a. ..: I')
~ t) .
-..:: +'.-
001')
a.~~
00,....
CDt)N
I') 0 ,..../
,-
cn
W
~
o
Z
....I
e(
a:
W
Z
W
~
-+-'
U
Q)
.~ Q)
0-
l....~
0..1-
-+-'
Q) Q)
Q)-
..c~
Ull-
.
Sheet No.
C-2
x
x
~~"
f);
x
SITE DEMOLITION NOTES
Section 3, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
x
x
"J'
c.
f);
x
x
"'~
"'.
'"
I .......,""- ~,....~'~~. ..... x
(,j ......>..~' ".:--" ..'0
~\Q'" '1s ....... "'" ,~.
~ ~ ~~%,..""- ~~ ~ ~'"
~II ~.~8,(~O ......,....,~ ~~~~~, /'~ ,."
,~ '. ~ ~ ~ ~ ,~ c'" ~
. ~ ~~ '., '1s ~ ~ f
":>.tr~:~'O~~ "~.".'~""'~b ~~ ...1/';/1
,'0' 0,"'" ..... ........ \.~:O . ~ '. . 0,
... ",0,' .......... ........ .~~, ' //c- ' ~
. ~~.. ,,"''''~~~ C-fs ............. ~ ~~~ //,/t~ I ; .'/
i .~ ~" ,~~'::I,O;...". .~ ",""" -~""< ",0, f . :
...............~~BB ~'" '''''''. .... C ~ ~ "'- "'-0,: .~
NV.=16.88~~~~ '1~'~ ~/.;f.//. ""'~"V ~~ ,'O~"'XI
'" ...... . ;.... X ,'0 cr- 0;;" '. ........ '. ,,""-'~ "'~ '" " .! ..'
.. .,,:-..... 0,' " l"'" ~ '"" !,'O",'"
.'..r~~~ " "~"'''''X\~C " #':~
........~.. ....'. ~ I ~t..\'O..,.".. '1s.. . . ~J.-........ '}'\'"
'1c" '. '. "'- ~ s; , ,~ '. ~ F.H. '. .>)(,'0
,'0' ..... ....." ~:-..... 00" ..... "'"
9 ~ /1 '" " :-..... "j '. ''''-
'0 n- \..., " ,0,'1:) " )(
x':''O._.... P.P. '" ~ ,0,'Y ~ ,o,'c
. ~ "
-I "
M
#1/.
II.~
tf/. ~
:{f~.
z~~ .
" -
"-
l) "II
~
1.~' "
.
-xx
..'" .
,IQ"C :
,'0' ..
~
..
o
:I:
~
I CC
.. ~C'
DEMOLITION LEGEND
6.
CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN
LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED.
CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES
PRIOR TO DEMOLITION.
ALL ABOVE AND BELOW GROUND HARDWARE, EQUIPMENT AND MATERIALS
TO BE DISPOSED OF IN ACCORDANCE WITH PINELLAS COUNTY AND CITY
OF CLEARWATER REQUIREMENTS.
INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED
BY SUNCOAST SURVEYORS.
UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0
CUBIC FT. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED
BY ENGINEER.
TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS
DURING DEMOLITION. THESE BARRIERS SHALL BE IN ACCORDANCE
WITH CURRENT CITY OF CLEARWATER STANDARDS.
THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING
UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL
INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, GAS, CABLE TV.
POWER AND TELEPHONE.
THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL
DURING DEMOLITION, SEE GENERAL NOTES.
THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES
PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE
DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT
ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED
TO BE REMOVED.
THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL
TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS.
ALL ABOVE GROUND IMPROVEMENTS (IE: PAVEMENT, CURBING, BUilDINGS,
SIGNAGE, CONCRETE WALKS, POLES, INLETS, ETC. ..) AND BELOW GROUND
IMPROVEMENTS (IE: SANITARY, STORM, WATER, CABLE, ELECTRIC, PHONE,
ETC...) SHALL BE REMOVED UNLESS OTHERWISE NOTED.
0' 20'
~ I
SCALE: 1" = 20'
40'
I
1 .
;~: r
1
I
1 I
~.P. _ - 3 OHW - -
rr
: I
~ I
:I:
~
I
I
I
IQ'O'J..I
x' I
2.
I;': 1
~
I
I
I
5.
:r
- . . . - PROPERlY LINE
- - - - RIGHT OF WAY LINE
. L'O'JI:)
xi
: ~
3.
C>
)>
VI
I fl ; I REMOVE CONCRETE
~ REMOVE BUILDING AND CANOPY
,
,
,1 "J'I
, · 1,1Q':,'\.
. '. '0
~"
i ~
4.
x lxl
~'" ,,0,'
,'0' ,'01:)"" X ~
'0'') Vl
\~, I
' ,
REMOVE ASPHALT PAVEMENT
SANITARY MH
RIM=18.50'
INV.~NW)=9.61'
INV. N)=9.65'
INV. SE)=9.55'
INV.(NE)=9.87'
ITEMS TO BE REMOVED
~~' ?.f C
7.
8.
9.
"
0,'
,
x
"..
c.
f);
x
~'1
'0'
,
x
10.
11 .
~~
~.
,
I
"J'" I
c -
xf); ~
~
I
/
.;/
/
/
SANITARY MH
RIM-19.91
INV.~SW)=9.65'
INV. NW)=8.91'
INV, NE)=8.82'
RAISED CONC LIFT
ST A TION & DRY WELL 38
TOP=22.07'
BOTTOM=3. 71'
~~
:0'
~
rD~~
0)') ~''''a
, 'Y('.-? t::1..S'..l1
~ '1'('0
1:)'0 IY r
x ,'0 MM.':
.. /
I !:/ '
_14a 4 44
4 4 c"J
,.Ii = 4 4 . x "'c .
~14 4.d
- = ~~~
-,
~1J#fl I
.
'1'1
~.
,
x
4
4
4/:.zC44
J1IOL'-' ~
10)')~-ita"V 4
''Y('~ t::/s,:--"'" 4
'r~ ~('a- s;
'0' o,~
,0,' ,0,'
~, . ,.x,..,..
44
4
4
c<:> ~~
"'c ,~
x x
I
I
",0,
0,
,
X
,
,
~
~'"
0,'
,
x
4 4 .
4
4
~'"
0,'
0,;
x
..'" 'I"''''' ~'" I: "J~
,~. ,0,' ,~. ,0,' . ,~.
.~ x If:)( ~;
~c
'0'
0,;
X
CONC 4
(DEt.40LlSHED BY ~[
bnlERS) 44 4 j
4 4/l
4 ~ 4 I
44
7'-.. /
'/ ~
/ l~
4 / ~
"......; ~
l~
DEL T A:
RADIUS:
ARC:
;";(, ,
I. ~',
"'c
c.
');
x
~u
mil:
,',
'1 ~:;
CURVE #1
I
I
1
I
~
5
.~ (.:'; "
1 STORY
METAL' BLDG.
J(~.: ~:~.~i9:1l
(DEMOLISHED BY
T~r III
/
/
/
/
"J"
c.
f);
x
'. :
. .
,,' }..~) . ~/
. .. Lll ~ . ...
0, : b '1c' .~" i :y
I ",c'O ; "'c~ I ",c' ",C'c CC . ~ "'c
,x I x * x ,,,~, ~ x If ~ "'c
"'1'0 I ; r '$~"J "'~:I:>" I / /. b~. x
J _ ~P.:.- - L - 5 HW - - - ~ ~ ~ · - - - 5 OHW - -
1" , P.P.
~i i : I i :~
cp.... ~ i 1
x II ~c<:> ; I
H' /,:;'ccl 1 .~ : I
xC I:~ '1'1 i __. . I
I ~c I hC' . I
~ . ~
co, ,'" I k,'1 :" 'O'\.'O"J"", ",C) 5 ~I:>
",,,,. x"''\.' fcf1j' /",c;...c ~. . .~. i ~ ~.
~ x ?( x x * x x ~x I x
h I ~f w
.-' ~o,
i"'<:>'
x .'X ~~. I
.N ' . ,.' :'J I I . 'f.'
X ",,?,X '" ~ I .,; . ~ Q)
~ "J"'" ~ I : l5 ~
:r:
"'c V;;, .... I \\ .
~ '," ~ 'I
x I is \I!,' .
"J'\.o I:)~ /.n ,," \I ....... ·
~ ""xcV' "'')< / I '/ x~' ~O)s
~~., "" '0" / . :," I. /. . ~ t \\.::. ~
"'~\,, x "" "'~ / xll"''''~~'''~~ x~';,,~ ~ i ;,~:
" ,. r X X ,. ~. I4t..
'" ,," C x'\; x--)( X. X.
",'Y" ~ '1s ,~/ '\.'o~.v J p.......' "... co" ",'I.
'1 OHW - - - - ~ 1 OHW-"'.4 _ ~~. P. . ''I'' ~~<:>, ",,,,. ",.' ;
-'" x ~ -;fJ' /~ ~. . I
" "",,?" <I ,X"-......... I
" t..L~)S< " d "~~ 1 , WV I ,I:) x
r~ROSION'<(OI"\.fln\~ .'. / . , " .It{ ......... --.:f'~\ ?, '1"" 1","'0 ","''0
~ I.OC-fS ""'\."''''. 'II !.( ""/' .-:, :,.;, ""'::",)t,. WV./ :';_' F.H.Il<R. .. '" ..
~. '1"'~ ~., ~;'t .' x ,
., ;, . "'~ ~. :I! x~ 4:'x ",'" ",'" ,
, << .~''lCQ"" "" I ;'-.: '\. .'1"'. WV ",I P.P. x x x
, ~- v '\.0" cP 0" 'r~ - - - - - - 1 OHW - - - - -
'" I ",,,,. ",'" " '- x x
"'~'!> ~" 0, ..x.. ./ i '\.'" ":l ,'" X
X ~ I ~ . x. ",'" "''\.. 0 /"
'" Q-ii, cC" ,~~'1XF.x)( . x '''' x
" x is '\. ,. c" X-. x... -)(-...
'\. " '\. I",. '1'0,,,'0" ~'1'1'O 0,'1
,. n-" It) " ~'\.~",,,,rv ~'V. ~.
",'\.0':> ~ "" ",'::II:) a
~ ~ x" ",,,,-?' '\.'\...0, i ~ "'~'N::I::'
"".Ii. " ~ ~'::I~ c-fs '-../9+44.33' (~~=~ -
J" I
",\.'b'J..'\..;'I
1:)'" "" / ",,,,;...,,,. ","'~'J..'
'\.'\.. h- ,,'" ,..........:)()(.::....~:.......,..:.... ".:::..
",.,. ..
~ GAc:.~/~'''-GAS---;;ro - - -G,
I a ;v )(.;;. ' "," 8" CL
'J../,-x ... ........ . )( '" = = = = =:
1 I ~~/~",$ ",,,,'I . ..... <'
/ ~ )( IQ"J'O"
// ' . "''''",''''x
/ //. ",'I" (( ,. '0'" SANITARY M
..'0 / 94 '" ",,,,. RIM-22.40'
'J..' "''':S!., ~)
x / "',,"! INV. S =19.~
I ",""f ~ " INV. W)=18.,
f"~'~; x..,1 j'-" ". INV.(E)=18.7
."~ 0" . '1'1 '. '0'" t{f <:>'
x ;--" ,?OJ* ~",,,, ",,,,)( "''\. v"''''
.
4
10010'00"
161.45'
28. 62/DESC
28.65'/CALC & MEAS
, CHORD: 28.61' (MEAS)
, BEARING: S47055'51"E/DESC
/~ S48021'09"E CALC & MEAS.
,/ 0 ~~.L
/ .~ ''''''t
// . ~Oo' 01" Ik
/:,1/ If ,~ (,/~ '\
'. , "'fJ ~~
.P.x")........
't'"J',r,
X
",'0
cC'
~I
III
I
1
:./ :~;' /"
"'-
<l
<l4
8' CH~IN 4
UNK FENCE
"EMOLISHE:D BY-
OTHERS) <l 4
~'
'0'
,
X
5- :1
lIS.
~.:
.
lU-1
ta _ .1:
~I:
~I!
.
III
.
.:
-I
1=
-!
. :'J
_.",. I ,0,'0
.1><
.
I:
~..,
II .1.
II
-:
.
--"1
.
.
I:
~11rJ
1= ~
-!
9 MET At.
"':i
",c' DEMOLISHED B
44
EROSION CONTROL
44
, 4
~'
');
X
4~
4
/4 4 4
<1' 4
",c' /
x ;'
/4 4
/ 0,4
/,~ f\,C'4
," I'vc' x
'0'" ~'..A< · 4 4
',0, _ _ --K'" 4
...~--
4 .1114 <er.. A "'.
.
~
4
<l 4
4
"JIQ
,0,'
/"
/' ;r-.. ,
/ 4 '4.........
/ 44 "'4
/ 4
, 4
!
/~""
0,'
4
4
~
:""'10, ,
1);'
* "
~
'"
'\.
x
4 4
4
.
~IQ
c.
'"
x
<l
4
4
4<l
. 4 4
4
4
"
0,'
,
x
44 <l
4
4
4
4
4 4
<l
4
"
'10,
",c'
'.~ x
~o,'" .
"," <); ....
1 cC' "-
~)( '.
00 O""J'
~ ~ "'....
<\-,c ". .
~v"'v" ~.
~ "'.....
Q
~. "
~,..:../. ;', :<;"~~
; (; ,/!{~~ ~-is
/~
\'"
q,.
,
4 X 4
4
4
4
4
4
.
! "J'"
.:re-
X"
4
4.
4 4
4 4
4 4
4 4 .
4
4 4
4 ~
4
c"
,0,
x
4
4
4
~
4
4
4
4 4
4
4
4
44
<l
4.
4 4 4
.
4
4
4 <1 4
4
4
4 4 ');
X
44
4
4 4"
~c:J!'J ~
~
.
4 ..'
0,'
'4 4
4<
4
4
.. <Cf4 ..
4
A 4
4
4
4
4 4
. ~ CDNCRI;;1!:
,DEMO~ISHED 'BY 4
4QTHE~S) 4 4 4
.. .0 .. 4
4
4
4
4
4
4
4
4
n
.
4
4
44
44
4
4
4
4
4
4
COVERED
cONCRETE
1111111111
(DEMOLISHED BY
OTHERS)
4
. 4
4
4
~
"'.
'"
x
4 4
<l4
:~
10' .. x~
~. A .
(it (f>EMOU:;iHED BY4
OTHEIiS) 44 4
.'j9
4
4
STORM MH
RIM=21.66'
INV=18.64'
4
~4
4 4
4
4
1 STORY
ME'iA'L' BLDG.
I I 'No.' 'i700 II
111111111111
N. BETTY LANE
IIF.'F 'EL.:':'2o.49'111
I I I I II 11 I I I III
(DEMOLISHED BY
OTHERS)
~~
o
..'"
~.
,
x
4
~
COVERED CONCRETE
11111111111111111111
(DEMOLISHED BY
OTHERS)
4 <I
44
4
4
.
4
4 .oj
4
<l ·
4
4
. 4
e
4
;'0
~.
,
4q
CANOPY UNE
(DEMOLISHED BY
OTHERS)
_ . .. ~u~__~'~.,
'Oc
: ,~. = 8n
x
..'"
,0,'
-------
(DEMOLISHED BY
'II! OTHERS) .
... 10
at
SANITARY MH
RIM=21.86
INV.(W)=18.34'
INV.(S)=18lP'
'"
\
o
"c
.~.
x..
o
o
X
"'~
",.
...
c"
"'.
'"
x
A' It)., "'c
I cC'
"x 1 lo(
~'"
~.
x
x !
.0..
It) N
C
C
-
a:
a
~
t-. .
Z ...
Wo::. .
a:~~
Wa:C
~C~
~Q.a:
~WC
a:CW
CW-J
~::::>O
00 ...
(/)1-
LLWW
Oo::~
>Cl-
I-Z(/)
(3Cz
-
W-J
a:~
-Z
LLC
0::
LL
o
...
co
~\
~~~)
~" CL~
w
::)
(.)
CJ)
w
a:
...
oil)
z.
<cO
z
w
a:Z
-0
U-_
t-
t-<c
(1)t-
Woo
3=
:I:
....
a:
o
z
-+-'
U
Q)
.-' Q)
0-
~~
CLI-
_ 0
Z
c
.!!
-
.!
o
a
o
o
o
..- tt')
~ ~O ~
0Cl tt') tt')
o II N
o I: "-
a ..- ..-
.
o
z
-
U
CD CD
.0 0 .!
L.. U 0
a.. en c
N :c N
.-J a.. .-J
(II (/) (II
u
o
"-
"'0
E: CD
0) ~ E:
._ U ~
en CD 0
CD .c L..
cue
OC'lOO
00C'l
vlD"
I') en
CDI').
~ V
:J0C'l
(/)"t:lC'l
't:.
,J0l')
I G: iii
.b ox
(/) Q. <
c>Eu..
cO
EI-~
i 0
o
~ ~
C'l
C'l C'l
o .
01 - I"')
.5; iii
. c:
015
~a::
-!.
..I:)
c;,i
~E
~~
w.~
WL5
~t
c;,.o
Z":: ,1111111111
W~ IIIII111111111111111111
>i
CIS
~
m.
01
c.!::
a.~
~.5;
C~
1-,...
's
C:3
"JlIII
v
en
C'l
r-
&
I')
o 10
Oen,t
I')1OC'l
CD~"
~I')x
OJo<
-au..
a)''t:
0010
0G: 0
- 10
Q. ..: I')
-" CD .
-= ..... r-
COl')
Q.~~
oC"
OO.!C'l
I')U"
z
<c
..J
a.
Z
o
-
t-
-
..J
o
~
W
o
-+-'
Q) Q)
Q)-
..c~
(/)1-
Sheet No.
C-3
'. " ~...... ". '~~""
~.. '. ...~ '
~:; ". ...... ~. '. ...... . '. "",
~ 78~'\;~q,"
i~ ........~~ ~'~ /;;
'~ ~,~ ~~.. /' "
~ ~ .........~~~....~".... //j
~, ,'" ~~ ~ .<'/Ji
;"'..'~ ') ~ ~~~,,~, Ii ii
ii MiUi"<<: ~)(a .... ~ ~ i,~'
. ,'0 ~ '-... i,/' . ./'
LEGEND
6.
1 .
2.
3.
4.
5.
SITE ADDRESS:
GROSS SITE AREA:
EXISTING ZONING:
NUMBER OF DWELLING UNITS
BUILDING SETBACKS:
'j.;
TYP
TYPICAL
HANDICAP
RADIUS
SIDEWALK
TRAFFIC FLOW
PAINTED MARKINGS
AREA LIGHT
HANDICAP PARKING
PROPOSED CURB
PROPERlY LINE
RIGHT OF WAY LINE
o'
. ,.;i'!.
~; :
H/C
R
: H
. "
'.,: :
~~ ; :
~
I
SITE AREA (EXISTING):
PERVIOUS AREA
BUILDING AREA
CANOPY & PAVEMENT AREAS
TOTAL IMPERVIOUS AREA
FLOOR AREA RATIO
IMPERMEABLE SURFACE RATIO
:' .;~'1~ ' "
S/W
$'
...
. iI,
DO
6
:;:,
if'{',./.
~1.f';~~----
20'
~ I
SCALE: 1. = 20'
40'
j
" .'.
. : .,~'.
7.
SITE AREA (PROPOSED):
/
I //
/
/
"; /////
/ //;~""
/
if'.;")
: (. ~ '-.:
I
I.
I
'1
</..>// :
/; /
//
PROPOSED CONCRETE PAVEMENT
:/;
SITE DATA
1720 OVERBROOK DRIVE 8.
69,224 SF (1.59 AC)
CG
1 - (4) BAY/FIRE & RESCUE FACILITY
10 FT SIDE SETBACK
20 FT REAR SETBACK
25 FT FRONT SETBACK
1 2 , 1 97 SF
16,450 SF
40,597 SF
57,047 SF
16,450/69,224 = 0.24
57,047/69,224 = 0.82
PAVEMENT AND CURB
GROSS FLOOR AREA (4 BAY FACILITY)
SIDEWALK AREA
TOTAL IMPERVIOUS AREA
POND AREA
PERVIOUS AREA
GROSS SITE AREA
FLOOR AREA RATIO
IMPERMEABLE SURFACE RATIO
15,850 SF
12,280 SF
2,445 SF
30,575 SF
11,326 SF
27,343 SF
69,224 SF
12,280/69,224 = 0.18
30,575/69,224 = 0.44
/
: /~//
')(,/'
PROPOSED CONCRETE SIDEWALK
() ;
/H/
t.. ..... ...
." .. 'i (;;;1N
'-..
~ I:. ~.
'~(;:;;,;
" . : ,,'. ".
. ~.'.' ; i. '. 1/;2,' ;~~':!i': i:',
'.' .."/i!~~'( ....;(().j/,.
~; <~~( ........
.....>j. "'.... '""'-" '" ".
// /;'></.~~~" /
...:.. i.. ....-~..,~;.(:../."'t-.;;~
.~~ ;.">:
. ,'1/~~:~~?: :.;. ..... ;2)<~
.... '. ......:. C<1>;~
..... <>.,.
/is>':f~' ,
/1.-1,-
.~. /
if ';(~
OFFICE & LIVING SPACE
GARAGE & UTILITY SPACE
" "' <?;
" 'S
'-fq
"
"
15'x15' DUMPSTER .
ENCLOSURE ~
(SEE DETAIL SHEET)
STORMWATER
MANAGEMENT
SYSTEM
t:'".~>'"
'(l'</
:~.
..~
/
.... ...... r",
'. '~" :.. (),?;/J.
~: ;
.j~/: ,
"iJ~~'/ /~
... ;!;~:f'~/iiid> /
'. /
';
. /
. ../
: f..~ ..;
):;: d.b/'
'-..
< .,
ii' ')!. '
. '. "v/ . />....~
"'/
;\i,.j
(.~. D"~ :
.......
/.
"
./: ",: ~:
r J;. ~:.: (
:~u.!: ; :'1,S~
(f.(
:,' ~j L ~.;'
~ ~
"
"
~
l{)
o
C'\J
~{);;
(/;1.:- (:'/
" .
'-I
./ "'-
'/ '"
,'-..
,
"
';'ii'~
;-"
(~,; '/,
"
"
"(
""'
LD
O""l
..---
l~
'~
a;
~
'-..:
. .~ ..... "(I' (/ (~/
R20'
'-..
59.54'
~/
~
/~
"'-
'"
"'-
'"
>-.....J
IU<
,,<=>
_>0
Io::W
- a..O
~Z~
OWO
00::
lJ-0a..
.....J0a..
~<
o
NWo::
1')00
<
t-~W
enUU
ZOZ
Ot-W
UenlJ-
5'x5' ELECTRIC PAD
(REFER TO ELECTRICAL PLANS)
'"
'"
TYPE 'B' CURB
FOOT INDEX NO. 300
STORMWA TER
MANAGEMENT
SYSTEM
'"
'"
CONST 430 LF OF 8' HIGH'"
RIVACY FENCE W/ WHITE PV~
PANEL OR APPROVED EQUAL .
. -. -.-' - - '''~/'~
TYPE 'B' CURB
/ FDOT INDEX NO. 300
58.61'
. .....///""".
/'"
/
o::~
<u
~<.....
.' ~
Nen
/.,... 200
. ..... . . ".
21.5 21.0"
21.5
. ,/""'"
/
(
20.0
21.0
/'
'. /
/
/
/
. , ,..", ~
,
21.5
21.5
,n ,/'
/
J" :
_'C_ ",
/".,. '../ ". !
_...~......;.~.~..~... ...~~_..
! I ':
::.
f'
6, 1 25 SF
6 , 1 55 SF
(: r /~ :-)-
(; ..) q;; ': ~j (~(~; ".....". ,," ....
"....... ......".
9.
17.6%j
23.8%
58.6%
82.4%
23.76%)
82.40%)
10.
/
,:,~ "
/
/
/
CURVE #1
(22.90%
(17.73%
(3.52%
! 44 . 1 5%
16.36%
39.49%
('00 %
(17.74%
( 44. 1 5%
11 .
10010'00'"
161.45'
28. 62/DESC
28.65'/CALC & MEAS
" CHORD: 28.61' (MEAS)
" BEARING: S4r55'51 "E/DESC
/~ ~ S48021'09"E CALC & MEAS.
/ q~ ~~t
/ . ~lL " 0,
/ /d . -O.f ~
// 1. ~
.: d ..' 1f'.9<9 (~
,<) 6
9. ~,
;J1f' "
~
DEL T A:
RADIUS:
ARC:
'-..
~l.
)(a
o
'-..
'-..
~
"
"
.;~
.;'" '"
"/{
'-..
. /"'}~
~
""'
-... -... -... --;.~).. -... - ';~'ofw
. . .
. .
...-....---- '. ,', ~ ~ ~ . , ~ ,,' . .'
. " ... .--....~_..._..._..._..._...---...~..._...~..._.. '. ' /
43100' " , ~' ,.. ; ',./ .~...-...~..."...,--...-...-...~...
/ ,. :,:. /; ": (/ . ,; f ~ } ~.) ;" ) ~..) i! "'/
... -... -... -... -... -... -... ~./'.-
;' ';; :', ';
. /,.... .
!
".;'X",
.f.;,
<<"
/
/ / /(. :,.
j
'(X
: .../
.' :.j
!. ")~ / :';, :,0'
:, ./
~. ../
PARKING REQUIREMENTS:
PARKING SPACES PROVIDED
REGULAR PARKING
HANDICAP
PARKING SPACES PROVIDED
4 SPACES PER 1 ,000 SF GFA = 50 SPACES
19 SPACES
1 SPACE
20 SPACES
..-
o
..- I')
I 0
I') 0 .........
IX) I') I')
o II N
o I: .........
o ..- ..-
.
o
Z
NO EXISTING PARKING SPACES DILENATED, HOWEVER, IT APPEARS
THERE ARE APPROXIMATELY 25 SPACES BASED ON FRONTAGE OF BUILDINGS
PROPOSED BUILDING HEIGHT:
EXISTING BUILDING HEIGHTS:
TRASH ENCLOSURE:
UTILITIES:
WATER, SEWER, STORM
GAS
CABLE
ELECTRIC
TELEPHONE
24'-5" TO MIDPOINT OF HIGH ROOF
VARIES (12 FT - 20 FT)
15'x15'x6' HIGH
CITY OF CLEARWATER
CLEARWATER GAS SYSTEM
PARAGON CABLE
FLORIDA POWER CORPORATION
GTE FLORIDA INCORPORATED
AT ANY GIVEN TIME, A TOTAL OF (4) FIRE TRUCKS AND
UPTO (9) EMPLOYEES COULD BE HOUSED AT THE SITE, ALL
OF WHICH RESIDE AT THE STATION DURING THEIR 24-HOUR SHIFTS.
SITE PLAN NOTES:
1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB.
2. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM
BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY
SUN COAST LAND SURVEYING, INC.
3. BUILDING AND SIDEWALK DIMENSIONS
ARE TO OUTSIDE EDGE OF FOUNDATION.
4. ALL TIES TO THE PROPERTY LINE ARE
BASED ON THE BOUNDARY & TOPOGRAPHIC
SURVEY.
~n
mU
:./':';/'/.(,'
;',.(:/ :
~" <:'. . ...:,:.. ;
I
, .1 'j" ..
..... r
.. .....1
J
. I
;', ""
':" ,.,
, .
'';'.'' " . ...:,..,
-J.. I
'~
;','; ";';
::: /.!
// :,C 'd'..
/
/
/
, <': ~ (i . .~: ,';,..,.
"''''
; :,/. :,f.
; ;;:Yy..
~ 70~ "
Y 00
~
, ,'.~,// ,.Sj';:r(/' ,.Iii
;:: \,F :... :,'
. /; ~ :'
'-..
'-..
/ '.
"
"
: :,f
,7
.:
';/"~
/
'/
/
: ":
/
. /' ..."
, /."
;H'::'i ..
(': .....,
~, :;
., I
: //
, ',)
, ..,~..,
. :~:
, "".
: ....
.~~ :
: r;~":
, .~i/
{~;i,: '.
:..; :.;
, / '~': /:
~ .::f. '
""
/9+44.33
/
FAEIIONT ::s,~,
ASPHAI.. T ROADWAY
(Mf IIGHT-QF-WAy)
.. :",;",
// /,'
/ ..
//'''.'
//
/ /
/ ,: , ;'/
/ , ."
I
..'
,/",'/
'.
~: '
~ .: ?j'
, ,}, /;
::"'1. ,
::;
: r;, '
tI) N
_ 0
Z
cC
c
-
a::
o
..J
~u.
Z "-
Wa::
~W
ffi~~
~a::~
cC:a::
~wcC
a::CW
cCW..J
~::)O
o 0 ..
cn~
U.WW
oa::~
>C~
I-Zcn
C3cCz
-
W..J
a::~
-Z
U.cC
a::
u.
o
po
CO
I~~
~~~
:V/" Cl.~
w
::)
(.)
en
w
0:
....
ell)
z.
c(0
z
W
O:Z
-0
U-_
....
....c(
en....
wen
3:
:I:
....
0:
o
Z
+-'
U
Q.)
. ---. Q.)
0-
L~
0....-
CD
o
()
en
CD
-
o
a
N I N
.....J a.. .....J
CD en CD
~
o
c
u
o
..........
"'0
C CD
C) .::t. c
.- () ~
U) CD 0
CD .s::. L-
a u c
ONlQ
~g~
I")Cl
Gll").
~ ...,.
::JON
II)"ON
't:.
...;-01")
:G:iii
... -
....ox
II) Co <
OlEIL.
cO
El-lQ
i ~
o
~ .
N
N N
o .
\)\.... I")
.S iii
. ~
O{5
!:a:
-!.
..I:l
~i
!:E
CC:lS
w.~
W~I
!:t
~.~
Z~
W~
>t}
c(~
~
m.
\)\
C(.S
Q.~
:E.s
c(~
........
'S
U
...,.
Cl
N
....
&
I")
o It')
OClrt
I")It')N
Gllii"'"
~I")x
~O<
"OIL.
cD't:
UOIt')
OG:o
n: .:~
~ Gl .
0;; .... ....
001")
n. ~~
00,....
lQ.!N
I")U,....
Z
c(
..J
a.
W
....
-
en
+-'
Q.) Q.)
Q.)-
.r:~
(/).-
Sheet No.
C-4
'" ~. " ':'-.
'" : "',;~~~;:\,
~ 16'J~'~~~~~ ~ ""vl
;~,~ ~~, ~,,;> iJ,
"""/;,, '- '" 0""'~ ~ / //7.'1
',yY ". ~~~" /.f .1
:'; ~~..... '. ,,~:~~ ~~ ~ ~'~//~ 1'// ..
i..<.;~ "')":' " X" '. ,~~~~~~', ,,' I j';' ,,'"
"...:',; ~~'" ~""I
.,<.. ~~,..~ <::
'-" ~~s~ ~,,7!:
> ,,'0 . > '" :,! 'v. >;; ".::{.o..
. '>< ""'v'
~ .' "'>'></;'Q~;>"'" .... /,
~ "<'t'
I>
~ :./
PAVING. GRADING AND DRAINAGE NOTES:
C/,'
/
){;{
){
){
~'"
~,:./
. / ..
,?,
,;.;
~: :
;i!., ,
1.
2.
REFER TO GENERAL NOTES FOR CONCRETE PIPE MA TERIAL SPECIFICATIONS.
ALL STORM STRUCTURES SHALL BE FINISH GROUTED TO INVERT ELEVATION.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 48 HOURS
PRIOR TO COVERING STORMWATER PIPING FOR INSPECTION.
SEE GENERAL NOTES FOR EROSION AND SILTATION CONTROL NOTES.
.',
"
"
:..:/; ;
~
i
5.
6.
7.
SEE SITE PLAN FOR SITE DATA.
SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) LOCATIONS.
THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED
IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL
PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS.
THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR CITY OF CLEARWATER
AND PINELLAS COUNTY WITH REGARDS TO IMPROVEMENTS WITHIN
THEIR RESPECTIVE RIGHTS OF WAY AND EASEMENTS.
ALL PVC STORM PIPE SHALL COMPLY WITH AWWA C-900, SDR 18.
ALL DISTURBED AREAS WITHIN OVERBROOK DRIVE TO BE SODDED.
A STORMWATER MANAGEMENT SYSTEM WILL BE PROVIDED BY
UTILIZING AN INTERNAL PIPE COLLECTION SYSTEM WHICH
TREATS THE FIRST 1/2- OF RUNOFF OF THE ENTIRE SITE,
PRIOR TO DISCHARGING TO THE EXISTING OVERBROOK AVENUE
RIGHT-QF-WAY'S DITCH COLLECTION SYSTEM, WHICH ULTIMATELY
DISCHARGES TO THE STEVENSON CREEK. THIS SYSTEM WAS MODELED
THRU THE MODELED THRU THE STEVENSON CREEK WATERSHED PROGRAM
(BY PARSON'S).
REFER TO AERIAL SITE PLAN FOR STORM STRUCTURE DATA.
I
3.
I
I
;. (,~,:',:{ . " . ..
$
4.
1,
G)
. . >>
.'"
}.,
:',' ?:: :/,.:.
yd-L..
SANITARY MH
RIM=18,SO'
INV.~NW)=9,61'
INV. N)=9.6S'
INV. SE)=9.SS'
INV.(NE)=9.87'
8.
,/'~ .
>~ ....
2f:i<;._'.>
Ck:~ iWJ
~~-
~@.
I.L~ ·
--.JCk:
~~-
"
9.
10.
11 .
ft!
/:r
,.;,
12.
){
/
/
RAISED CONC LIFT
STATION & DRY WELL 38
TOP=22.07'
BOTTOM=3. 71'
SANITARY MH
RIM=19.91
INV.~SW)=9.6S'
INV. NW)=8.91'
INV. NE)=8.82'
"
,
~
>:
,
-....;
'~
'~
/.
/
,
;-<.
:,.-'/
,
'~
/
~ ~ ~ ::/
,
, /.
, /./
"(
If)
(Jl
~
Q-fs( .
,." "
, ......... '/
'"
/.
'0 '- ~"
" ~
"
"
'.
.,
'.
~/ "
/
_..~..-...
'c/
.---.:~-~"
/.
'./.:/
"
,,/,
\
""
o
LEGEND
Section 3, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
EL
lYP
IE
9'"
~
X
ELEVATION
lYPICAL
INVERT ELEVATION
EXISTING ELEVATION
~
PROPOSED PAVEMENT ELEVATION
PROPOSED TOP OF CURB
PROPOSED PAVEMENT ELEVATION
GRATE INLET
48.50
/48.00
o
~ MITERED END SECTION
~ SIDE DRAIN MITERED END SECTION
~ SURFACE STORMWATER FLOW
...... DIRECTION OF STORM WATER FLOW
---5T--- PROPOSED STORM SEWER
--- RD--- PROPOSED ROOF DRAIN SYSTEM
DID TRa::r:m PROPOSED TRENCH DRAIN PIPE
0' 20' 40'
~ l I
SCALE: 1" = 20'
EROSION CONTROL MEASURES NOTE:
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE
CITATIONS, AS PROVIDED BY CHAPTERS 40D-4
AND 40D-40, F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES
PURSUANT TO SECTION 373.129, F.A.C., CAN RESULT IN A PENALTY
NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH
SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE.
FFE FINISH FLOOR ELEVATION
RCP REINFORCED CONCRETE PIPE
ERCP ELLIPTICAL REINFORCED CONCRETE PIPE
~~~ STORM SEWER STRUCTURE NUMBER
.. .. EROSION CONTROL
D PROPOSED CONCRETE SIDEWALK
/ ",'-'
" :.1:~:,. ,,---" .-,' .-- .-""....'.... ..' . .."
10010'00"
161.45'
28. 62/DESC
28.65'/CALC & MEAS
CHORD: 28.61' (MEAS)
'~ BEARING: S4r55'51"EIDESC
j S48021'09"E CALC & MEAS.
./ 0 ~.
, .~ ,'91),
... . ~Oo ' o/"
/' If~o
/. ,,,' , ,r9~ ~ <.~ '
,() ~,
9., '........
/ <J',r ,
~
",
/ ?,? .'
,? ,. /,,'
CURVE #1
/.
DEL T A:
RADIUS:
ARC:
~:/ f//'/;: .
,,,:.~;. ", ,;
,
',I
c I
,', ,,',:
.,'f;"
, ~ ' . /.
,; ::; . 1
,. ;,
("
'/ "
"
(;"~ f
: .,' '/
: ,.,
i;' : :',: , "
-J.. I
..~.~.......,.:
./;:",.. . ':
. ,
. . ,
;.
.'/"
A
~';
)(00
".
/><, , '"'
Q"'1,y
",-.
"".
""
/
.. ... <,
"-, "
"
Q~s /.
"" /, :''/ '.
" ~...
....<y~ ""
'. .~" Q
~<s
, .,
.,
,", /.. ,,',
",
/.
,
-:;./
:/,
"
, '..//
..,,,,(
,.
SANITARY MH
RIM=21.86
INV.(W)=1 B.34'
INV.(S)=1 BlP'
o
o
/.
){
',.. /
:'
"
"
./. /'
/;';
".; ""'/
.' ",~,
,. ~
/
...
// '/
/..
/.
...
/ '; . /'
.\
; ,.,:y";
j "
/.
';,
.j.- V' /'," "-:J"
-, ,/)', :/;
'..
,',
.".-;. /
:/{"
, /.){ )(.
(,
,(
~u
mu
/"
I','"
: '.;
: 'l'
I:""
/.
~ :
~ ";?
,-/-' :
/.
,;/
;.-
/.'
1/<'
." /, '!(
/ ..'..
" ;: ;y: ... "
,>i-:i
//
r
'/:~ '"
y.
1.. "
;~f": '
;r,
.,.~
,/. .
"/"
/.;
,.~:;.-
:.:/ ./'
\\
\\!
\\.
\\Ol.
\\~
;~{) <i
r~' ;
:,/{' :", /~~,~
,/
",
': /
. V
STORM MH
RIM=21.66'
INV=18.64'
f ,.,.
'/;.
/.; .
/.
-./;
"
/. ' ....r;/
/';../" : Y'
~ :;.( /y "
· :;;r/ ..V/j I >~.
x"'''' . ~,. .. .','
: ,/J"~;i ,,~f;;.""
:(:
'l,~/} .
, ~,
;;.;.
,./' '/
/.;.'
,
'"'
r
/-.
/"
'.; f.
~< ;/
/.
/
...:/,
;~
~ <'~~'~'
ASPHALT ROADWAY
(ed R1GHT-Clf-WAY)
. ~ ~ v
. y'/
--- - G.
= = = 8" CL
('
/
SANITARY M
RIM=22.40'
INV.(S)=19.~
INV.(W)=18"
INV.(E)=1 B. 7
/:".
~:';. /
/j'1'
, , '
,/ '
v',:
I ",;' <>/ ~
1/." ,', 1
,(1 ' " 7_
~(
:'./
~ : ':
L.
/v"
/'
'<,
E1
h,
'1)'
E .
k .
It) N
C
g'.,
a:
()-
.-1
u.-
I- .'
Z',..
, ...
W'O:"
"." ~.W
"'1-1-
W a: C.
I-C~
Ca.a:
~WC
a:CW
C -I
WW(,)
-I:)
(,) (,) ..
en I-
LLWW
Oa:~
>Cl-
I-Zen
(3Cz
-
W-I
a:~
-Z
LLC
a:
LL
o
...
CD
11:~
L'~"'~
~~J)
~" CL~~
w
::>
()
en
w
a:
...
cll)
z.
c(0
Z
w
a:z
-0
L1._
....
....c(
en....
wen
3=
:J:
....
a:
o
z
...
u
Q}
. --. Q}
0-
L~
0.....-
.,... Ii
z
o
o
o
...... I")
rl, '0 ~
lXJ I") I")
8 1:11 ~
o ...... ......
.
o
z
-
u
CD CD
.0 c ..!
L- U C
a.. en a
N :c N
--.J a.. --.J
CD (/) CD
.I!
g
o
u
o
.........
"0
I: CD
.::l. I:
~ U ~
fI) CD C
CD ~ L-
a u a
N'
. "
ONlX)
~~~
rt)m
III rt) .
~ ...
::JON
II)"QN
L: .
...;ort)
lG:iij
... -
""ox
II) a. <
OlEIL.
cO
;E1-lX)
i ~
o
~ .
N
N N
o .
01 ~ rt)
.S co
. E::
O~
!:it
-!.
..I:)
CJi
!:E
D::~
W.~
W~
!:t
CJ.O
Z-i:: ,1111111111
W~ IIIII111111111111111111
>~
-cIS
~
m.
01
lIlI(.!;:
o.~
:iE.s::
-C~
I-
~
o
",11111
...
m
N
.-
&
rt)
o III
Om,t.
rt)IllN
Q)~""
~rt)x
~O<
"QIL.
a)"L:
U~1ll
OIL. 0
- III
a.. ~rt)
~ III .
'1;; .... .-
00rt)
a..~~
00,...
lX).!N
rt)U,...
z
-c(
~-J
Za.
-
cw
c(~
a:c(
~Z
-
-c(
~a:
~c
>
C(C
a.Z
c(
...
Q} Q}
Q}-
..c~
(/)..-
Sheet No.
C-5
c:>
~
o
->
w
a:::
I
-l
<(
a:::
w
<(
I
~
(f)
/'
..-
o
..-
I")
00
o
o
o
/'
I")
00
o
o
o
/'
o
<(
()
/'
..J
f,~~:.i:;~.. }<t';'r.':~~ ....,~,
'.
., . . .
. .
0
0
..-
0
..- I'"')
I 0 0
I'"') 0 "'-
CO ..- ,.....
0 II ..-
0 . "'-
a ..- N
P6
.
0
z
-
u CD
CD
c 0- 0 CD
0 0 -
;:: ... u 0
a.. V) c
STORM STRUCTURE DATA
@
CONST CURB INLET TYPE
W/TYPE P BOTTOM
FOOT INDEX 200, 211
EOP 21 .35
IE INj 19.35 18- DIP)
IE E 17.00 24- RCP)
IE W 17.00 24- RCP)
@
CONST GUTTER INLET TYPE V
FOOT INDEX 221
H-20 LOADING STEEL GRATE W/STEEL ANGLE
TOP 21 .00
IE (E) 18.30 (6- PVC)
IE (W) 17.30 (18" RCP)
@
CONST DITCH BOTTOM INLET TYPE 0 (MOD)
FOOT INDEX 201, 232
RECTICULINE STEEL GRATE W/STEEL ANGLE
TOP 20.00
IE (E) 17.10 (18" RCP)
SUMP BOTTOM = 15.10
@
CONST DITCH BOTTOM INLET TYPE 0 (MOD)
FOOT INDEX 201, 232
RECTICULINE STEEL GRATE W/STEEL ANGLE
TOP 20.00
IE (W) 17.50 (8- DIP)
SUMP BOTTOM = 15.50
e
CONST SIDE DRAIN MITERED END SECTION (4:1)
FOOT INDEX 272
IE (W) 20.10 (6- PVC)
@
CONST SIDE DRAIN MITERED END SECTION (4:1)
FOOT INDEX 272
IE (W) 20.10 (6- PVC)
@
CONST DITCH BOTTOM INLET TYPE 0 (MOD)
FOOT INDEX 201, 232
RECTICULINE STEEL GRATE W/STEEL ANGLE
TOP 20.00
IE (W) 16.70 (24" RCP)
SUMP BOTTOM = 14.70
~~-J)
CONST MITERED END SECTION (4:1)
FOOT INDEX 273
IE (W) 18.75 (12"x18- ERCP)
~~3)
CONST DITCH BOTTOM INLET TYPE 0
FOOT INDEX 232
H-20 LOADING RECTICULINE STEEL
GRATE W/STEEL ANGLE
TOP 19.50
IE (E & W) 17.95 (12-x18- ERCP)
@
CONST DITCH BOTTOM INLET TYPE 0 (MOD)
FOOT INDEX 201, 232
RECTICULINE STEEL GRATE W/STEEL ANGLE
TOP 20.00
IE (E) 16.70 (24- RCP)
SUMP BOTTOM = 14.70
@
CONST DITCH BOTTOM INLET TYPE 0 (MOD)
FOOT INDEX 201, 232
RECTICULINE STEEL GRATE W/STEEL ANGLE
TOP 20.00
IE (N) 16.80 (24- RCP)
SUMP BOTTOM = 14.80
~~1E)
CONST DITCH BOTTOM INLET TYPE 0 (MOD)
FOOT INDEX 201, 232
RECTICULINE STEEL GRATE W/STEEL ANGLE
TOP 20.00
IE (S) 16.40 (24- RCP)
SUMP BOTTOM = 14.40
<E~-])
CONST DITCH BOTTOM INLET TYPE 0 (MOD)
FOOT INDEX 232
H-20 LOADING STEEL GRATE W/STEEL ANGLE
TOP 21 .40
SKIMMER EL 21.00 (TOP)
SLOT EL INj 20.40 SLOT LENGTH 49-
SLOT EL S 20.40 SLOT LENGTH 49-
SLOT EL E 20.40 SLOT LENGTH 37-
SLOT EL W 20.40 SLOT LENGTH 37-
IE (N) = 17.30 (15- RCP)
Civ:-})
CONST MITERED END SECTION (4:1)
FOOT INDEX 273
IE (E) 17.35 (12-x18- ERCP)
~~})
CONST MITERED END SECTION (4:1)
FOOT INDEX 273
IE (S) 17.00 (15- RCP)
N I C)
--l a.. ()
CD (/) ~
0' 50' 100' 200'
~ ~ I ()
. 0
- ..........
SCALE: 1- = 100' D
Q "'0
c: CD
I') N ..... 0 .:Jt. c:
m u ~
z -
en CD 0
CD ..c ...
C U C
cC.
'0
-.
g,
...J
.... .~ I
W~<~. . ~
uJ.'
a: .....
Wl-ce
I-a:~
cC:a:
~WcC
a:OW
cCW..J
~::)O
o 0 ..
en I-
LLWW
Oa:~
>01-
I-Zen
OcCZ
-
W..J
a:~
-Z
LLcC
a:
LL
o
...
CO
~~
~~})
~
W
:J
o
en
W
Q:
...
elt)
Z.
<cO
Z
W
Q:Z
-0
U-_
....
....<C
en....
Wen
~
:I:
....
Q:
o
Z
+-'
U
Q)
.~ Q)
0-
L~
a...~
ONCQ
~~~
1')0)
CD I') .
~ ..t-
~DN
(I)"CN
't:.
";01')
:lU::iii
... .
.....DX
(I) Q. <
D1Eu..
cD
EI-~
i 0
o
~ :.
N
N N
o .
01..... I')
.5: iii
. c::
O~
~Q:
.
...15
~]
~E
a:t5
W.~
~~IIIII,,,
~:;:; "111111111
wt 1111111I111111111111111
>~
1IlI(~
~
m.
01
1IlI('~
a.~
:&.5:
1IlI(~
..........
'S
~
..t-
O)
N
.....
&
I')
o It')
00)~
I')It')N
CDl:).....
~I')X
~D<
"Cu..
G''t:
UOIt')
DU::O
- It')
a.. .: I')
~ CD .
-.: ..... .....
DDI')
a..~~
OD.....
CQ~N
I')u.....
W
....
-
enZ
..J<C
<C..J
-~
Q:
W
<C
+-'
Q) Q)
Q)-
.r:.~
(f)~
Sheet No.
C-6
(; :
,
/
,
/
/
/
/
-...---...
._--~"
\
UTILITY NOTES
Section 3, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
. "1
.'
J
j: :
II
II
II
II
II
II
II ~
I
I
I
I
5.
EXISTING UTILITIES SHOWN TAKEN FROM A SURVEY PREPARED
BY SUN COAST LAND SURVEYING, INC.
." "" ",-:... ." ..~,
"" ., '. .....~ "'....... '''.. .... '"'"
~ '6'~a ~>q.'
//
0, . , ~~,,~ ~,,//" ,/ ..',Gcc.
t:;.~ ']. ... ~ ...~~~~,~, If'"''
""~~<.:' ""./. ..',. ~~~,~~
, 'iillf!;;;~;;;>" " ~ ~ ~
. "w/ ;.i' '//.// ,,/ ~ ~
"" ,..,.....'. ~:/ /',~///;,\_~ U-is
(~ if, ,i;'.,..,. '. y?/,.." 'i~ 7s)(a ~' '/./,;, ..'~:~
. .,' j)/ ~ // V /" 7-
f......,. v ~ h!. ;/ ~o..
" . " " . " ~c
i ..~.(}> ~ ,~ ./ '. "\:~"')- {;,/.~
:''; ".... 't Q ~ ~
. ..',: .. 'A/s '"
I. '," "" y~
.; '. "" ~ ~ . ">h/
: ',,;. '. ~" "" ~~ I ~
I'~.' I-U') "', '.. ;~~/.{, . ",. Q-1s ~ ~ 0, 0' 4""';' !JU}.
"' ,. % --..",' [(!? /;P/!(( ft!
:L . '. '.;~:<,> / y "" 1,/ ~~ '. .,... .;, "
I '<"', ~ ""~' :,/,~~ 0 \.<<.j/i
..;"", "" ~-, .....
: '.'.. . ~.
H ":':. , "~/~:~~ .... >
:' ,., ~ .......... . "'-"'q.,:'I'{~
n </,;/./1: ."". ., ;/ " 7"1. '. "" ~~'{'/! ; ..~~
:' ':..)(a ,. . -1.s':::;' .~
,; ,. / , ~..."'!. .... r :::-:~
" . //' , .:" "),.. .... O~
I' . .;-:~//f-; . ".-: ~ ...... c~
.. .,,<; . .... .......... ('" y':::::;'
.( "', S/' ". .... .:::::;. .
. ~.' " . ~. ~ "-
". " '> ~ ". Q-1s ..... /i>~:~ ~
" /'7'" .....~' '<(}"~~
:,; c/'.", ~':;~ ~.~
I / "" ~"',... '-': ~ "-
.)' . . ; ~ , /
,:' .:S/' /Q-1s ~ ~ ~/
;!"" ./~~
: ! / j.. / '. . ~,
'.j / / ,.( "'" ~
I.; ! / ,/' '., "'-;: ~, .
, · / / .; , Q-1s ~
; / / j- /! . ...... '- ~
. j '. / / ~/ "" "'"
f:;' /r;r' ,/'/ : (i""" o'~ ';; ,'J
,f..,.' ',' // /</ II " , ';> " ./,~
/// ~ "Q'
i.. . / / 'l,.' ":'" '" ~Q",
! 1'./. ;///"/ 'I,/' /: / " ~. v,!~ .. s ". ..
. ~ ,/ </", // " .
: / /,' // / 'I Cb~ '"
. / / / / G' .' "
F / /~>//!/ '. '11-4t('~ s~ ;.' ,
\ Ii /?/ . /:~/"~~;l,>*C,,~~c~~~~
\ (~.~~~// ~/ / '/~/~//// "',~,Q~~~~-i4ts~('~ I"
. J' ;;. . ,/. ~: . / ///, n... l' G'..., . ,... ('.b
. .; /: /:' '. //, '..~. . "'S' \..;~ ,.
. 'l:. ///,' ; <.(// ~ ~ . ~ '0
: ,y . ~///?)/<//, '.,,, '. O-i'> ~
1'';/ ,/' /<~//I ..Q:> <-J/, ............, '. ". .~...f h..
J. J :n I "'~c ~ :<<'J;r. "~~-':~
:'( . x/ // / //, 'AI.o4I~ ..Q~" '. '
. Ii //// <n', ''- ,s.V" .........
\ ;( I //// // / 'h ~k....SO.t'\ . '"
5; "..! ////// ./')-, ....(:~'r ~ .
: I \/ //// ;;.~ // / //2>> 0 ~ ,
".v // / / / / / / / / O.
~ .: / ///// // ' . .
; I t///////////// /~ 1l'0~
. ' //~/ // / ///// // / / // / ' 0
:. , / / / / / / / / / 0--...
/ .'/ / // / / / / ~ / / / / // / !/)-.
! I / //////////'i/////// /,
Ill: J II // / / / / //// / / / / // / / / .:;..
a ; /\// / / //// / / / // // i/~/~/ / .(o' "> ~
J.") :/ ; ////////////////~~^"/ .ILL <,~ Co
!lC); 'I! Y///~>////r;'/;////~ :/~c.;// / //,~ 'I ,/
~ . J In j I ~~/;r;'//~;r;//<r/ r;'/ /4~~/~,t>}( ~.>:/ .;/
: . ! / / / / /// / / /~ / // / / // /;/./..; ~ /
: ".. I ////////~ //////"~
, ,(' / / / / / / /0 / / ~. 'no
, " / / / / / / / ~ '>>' C'>..
, : : ~ /T7 / / / / // / , . C 'la ~ 'A , h / // '
, '"777 / / / / / / / / / / / // / OA.'''''..t\ M// ." '
. r7'7/ 777// / / / //// // / ////~// /// '{aw~~ ~(Ti / .' '
'1' / // /,/~'////////////////////~/// ~S:r*t ~ '
, ' , o'" / / / / o'///' / / / / // / / / / /;;. / / / / ~.~ ,/::J
;'. f" -<:"')11' "/////////////////////////////////1 n~-z~ rei
.' . , /.N / / / / ,// / / / / // / / / / / // / / / ~ /' 't\ I
.: . ':",,'/// / .../////////////////////////// {J'l-
. , '. / "o' / / . , / / / / / / / / / / / /
I' '/ ." '"<... / '/', / / / / / / / / / / // / / / / /) '9
'( '/' ; <. /. /. ///' ///;/",////;;;/// ///;// /.
, / / 5 "< / / / / / / / / // / / / / / // /
.; .... { ,; -<( /o'///// ////// ///
:i / . ','/ // / /////////////////1 I
I /. '. , ,/ / / . / // / / / / / / / / / /
. '/ ~ / ////// ///
Y. :. / / / / / ////// / / /
,(.-: /// ////
, //' // //////////~
. :" ;. //./ '-.(// / / // / / / /
'..! ,//./ "-.:/ // /////
'1 ' ' . / /o' , / // / / / ////
, /./ ~/ //////
. .. ,/ '.."" ,/~/ / // / / 1
':' '., '/ <.(/' ///
:' I- '. .' j '" / //
., U') / . /. ... // / /""
I'; /,.,:::// / .... ".
/ '?
!/
.i /
.) '. /
../ /..,
I.. . ; , /1'
;,/ "~"
0", -; //
. ~ /
. /./
')H'~ ~:. i/
.: .~) J:.. . .~ (
.; / ..... f-
,.,. . .'/' /,/"'
~ ' /:///
.:) , .:.::::::;:::...,
L
':'"
LEGEND
. ,. ;r:.
1.
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION
AND ADVISE THE ENGINEER OF RECORD OF ANY CONFLICTS
IMMEDIATELY.
EXISTING SIGNAGE
EXISTING UTI LIlY/POWER POLE
EXISTING WATER MAIN
EXISTING SANITARY MAIN
EXISTING OVIER HEAD WIRES
EXISTING UNIDERGROUND TELEPHONE
EXISTING WATER METER
EXISTING CHECK VALVE
EXISTING GATE VALVE
EXISTING FIR E HYDRANT
EXISTING REOUCER
EXISTING BLOWOFF
EXISTING GUY W/ WIRE
EXISTING SAINITARY MANHOLE
EXISTING SAINITARY CLEANOUT
.',
;; : :
"
f
/
/
;/ /
I
I
:: ~~~ '/,(
2.
CONTRACTOR SHALL NOTIFY AND COORDINATE WATER METER
INSTALLATIONS WITH CITY OF CLEARWATER.
~.
C)
)>
UJ
3.
CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL
POWER SERVICE TO TRANSFORMER WITH FLORIDA POWER CORP.
:;,
CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE SERVICE
(TO PROPERTY LINE) AND COORDINATE INSTALLATION OF SERVICE
WITH GTE TELEPHONE OPERA liONS.
;(
4.
/'. .
C)
)>
UJ
SANITARY MH
RIM=18.50'
INV.~NW)=9.61'
INV. N)=9.65'
INV. SE)=9.55'
INV.(NE)=9.87'
6.
SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION
OF OTHER EXISTING UTILITIES.
7.
SEE GENERAL NOTES FOR ADDITIONAL UTILITY NOTES.
, I
:i.
8.
SEE DEMOUTION PLAN FOR INFORMATION ON EXISTING UTlUlY DEMOUTlON.
'i ::>1N
O' 20'
~ I
SCALE: 1- =
40'
I
20'
9.
CONTRACTOR TO COORDINATE LP GAS LOCATION WITH CLEARWATER GAS.
FIRE PROTECTION NOTE
EXISTING FIRE HYDRANT LOCA TED AT THE NORTHWEST CORNER OF
OVER BROOK AND JADE; ADDITlONAL FIRE HYDRANT ADDED TO EASTERN
PORTION OF THE BUILDING
10.
DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND BACKFLOW
PREVENTER DEVICE. A T LEAST ONE JOINT OF DUCTILE IRON PIPE TO BE
INSTALLED ON THE SERVICE SDIE OF ANY BACKFLOW PREVENTER DEVICE.
WI
PROPOSED WATER METER
PROPOSED SANITARY LINE
PROPOSED GAS SERVICE
PROPOSED STRUCTURE NUMBER
PROPOSED GATE VALVE
PROPOSED REDUCER
PROPOSED BACKFLOW PREVENTER
PROPOSED POTABLE WATER LINE
PROPOSED ARE LINE
PROPOSED STORM SEWER (SEE DRAINAGE PLAN)
.
SAN
GAS-----
,.
SANITARY SEWER STRUCTURE DATA
""
""
""
~ ':: "'-
y 00 ""
~ "'- o~~
" ,,""
~""
~/ > "........ ""
,/0 //'/ Q
". . >-;~... /...;" '1s x.9+44.33
/ '7 ' / I ;
// ' "" ;
;'/'V(
@
/
, ST ////' ~
AY ============~=====I============e======I~'\.-==--------------1___ /tI89'36'07"W _43100'__~.. CLAY_~ 0 ~ ~ t " 0 ~'"
o SANITARY MH/..... --- 0 ---------------------------==--================:'0 ============= f
RIM=20.48' . 1
INV.(E)=16.51' "- '. ~
INV.(W)=16.43' lu
I;,.
I
"
..
~
/
,
-,('
RAISED CONC LIFT
ST A TION & DRY WELL 38
TOP=22,07'
BOTTOM=3. 71'
WM
IHiI
F1RE-
SANITARY MH
RIM=19.91
INV.~SW)=9.65'
INV. NW)=8.91'
INV. NE)=8.82'
INV (E) = 16.35
COR~ DRILL W / BOOT
AND DROP CONNECTION
o
PROPOSED SANITARY SEWER CLEANOUT
PROPOSED IIRRIGATION MAIN
PROPOSED FDC CONNECTION
IRR
,
~
.
1l's
,0 /;; t.!:'
S-i-t. V S-1, O!:'
""" ~ c9~
S('~SO~
-i> 0 J's
o
'1l'0~
o
CURVE #1
,
'-.)
:"'"
'"
,..""".",... d
6'~
, 6'~ +6'40 ' '.,;', ;", .."
" r{S t.:'-i ~ -i~C!y. /'
/ 6'~ O~ ~O o!:' ~t. O-i> ~
<~ +<40 0.t'\ t.O,... 6'~ ~/ .~~
, <40 ~ l: , '~ '-,if- ft; cf DEL TA: 10010'00"
'7" +7 'Alt.t. -i..o..o , cf O~ S~ SO~ RADIUS: 161.45'
"" ~ -i>('obb40 ~t. ~Q & ~('!:'-iS;q,,('O ARC: 28. 62/DESC
Q-1s. CQ 'AlC+-~C('O ~ -i>('a~' cf 'AlOa - "" -YJzJ ~ 28.65'/CALC & MEAS
:.*~~ t.OJs,..o~~~ uC~ Cc ~(' '-is CHORD: 28.61' (MEAS)
~~l':C/'Q ..o~"('SSu.4,('i ' ~Sr BEARING: S4r55'51 "E/DESC
. ~ho...OjC' ~ /'g"i-~~(' -i> cf / S48021'0'9"E CALC & MEAS.
'~A Q~ a 1'-i> '0 ~.
~~~~ OO~ /o'.~ ,'91),
" ~ . J~-it~~ // .' <900,f' IO~" '-"~
.~ ': ,/', , ,r.pc9 (,'i>.
. '-..:.; ,() ~
:. '. ';'.. "/ U. ~,
!:'Q" '. '105' ' \t1l' ,
~('..<'~ C/ ~ /"" "'"
~~ ~('-i-i>. / / "" "
Q '1.04- /
Q~vc(' ,,/ c' /,. ""
4'<f'-i> 'i -i> (' Q /' "........:, ',;
~ ~4t%~('4,p~. ~
. /' '~~ ~~li
;/'// ~41
/ /'V
~
"
~ /' Q-1s
C? &;
C:J'Y:
v ~'/(;.
: :;,
>:/' ,,:.:".
( /. ~',
7~
'/~
I
,I .'
... r
J
..Y I
, /
/
/ (/
.. / '/
/ /. /
/ /'.
// " / 'g(.,
/ ,,47 /)
/ // .A:/
/ / / '~4,?
/ / // /
// / //
/ / /
/ ./ /
/ / / /
"'-,,: "
"""
";';'
..,.... , .
, ~. ~..
,./>/.., ,~;
'.' / /
" ','/
.:!~<...,."
. '.
.~,: '"
";~:. 4
".
"
,
,
.""'.'
:,:.~ "
Q-1s
""
'"
"
,...... ,.,
..' . ./."
').: ::": : "
" I
'~.......I
...~
"
Ss .
..00 l: (,!:'
A/s/ O!:,
<..(' <~
~ ~ SO-i>
-i> 4t.. <7
'Alq" ..0"'9 j
/
/ / / //
/ / / .
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
.. / /
/ / /
/ / / /
./ / / ./
, //'0/ //
/ / /
/ / / /
/ / / // //
/ /' / ,/
/ .'/ ..
" /
/
/ /' /
/ ..
.< < \./ "
~7X()
~o
"
I
/
/
Q-1s
"" ", .
X. " ~ "'- "'-
'." ~ ' , " Q",s
". ~....~~ ~
"',. ~. " '" .. .. '"
"'<;', <" '"
'<.;'^:'; ,.... ..."
"'-:.,. "
,:...f~
'. ~ ~(
.~,>~
.., ...;' . '\..
''\.
-y~\""
BRASS DISK .
~ "PC-.- .
. :' /!
/
1l'0
0~ t.!:'
~ O!:,
Jtt~6'''
6'~o~
oa~
c'"
;"({ ........."
"';.'.
/
, ///
// //,.// /
/./ ,/
//// ./
/
/
/
-,{
/.' '/
/.' ..
>.:p
'1{
. ,
..-...-...-...-...-...-...-...-...-...-...
o
SANITARY MH
RIM=21.86
INV.(W)=18.34'
INV.(S)=18'30'
o
o
MH-1
SANITARY MANHOLE
RIM = 19.75
I E ( S ) 1 6 . 65
I E (W) 1 6 . 55
~u
~U
. :/ ./:":'{-: .."
/
;,J
, ;;:/y
., ,
/ .'
; ;;';'
. ',::-' ;~/.:
. ;;{.
:;, ;, "
... / . , :
'. //
/
/:1:
fi! GAS-/~"-GAS- - - -Go
/ = = = 8" CL:
,/ / ;>/..
//
1/,:/ (/,~:h:~ '"..... ....... .....
,. If: ',.' II
. ~L:
:./
: L:." I
UJ
<(
t:>
.J
'., .. ~: ,: :..
: ';
/ .'
"
: ,'..
. ';~..
: r',
..."
.,/'
\\
\\
\\i
\\01.
\\~
~e
i~
. ..~u
;{';i~' ..'
:....,;.,
'.
,
,.
.,
~~:
~ (:;
~ ~')
;;~
h,
CD-1
CONST CLEANOUT
TOP 22.35
IE (N) 17.00
/:
\ ':;
I;
, /
::
"/
: .~
/
?i',
~
/
!/
).
: './
';..~.8 "
Q)
0"1
'0
Q)
I
i-l
:. ;:, ~ ..'
STORM MH
RIM=2L66'
INV=18.64'
. : :,~~'8 ..
~.:: f.
~~", /,
FAEIIONT
l:tI ~,
ASPHALT ROADWAY
(ed RIGHT-of-WAY)
(;'
SANITARY M
RIM=22.40'
INV.(S)=19.~
INV.(W)=18, ,
INV.(E)=18.7
J!
~
,., N
.- ci
z
II:
w
:::>
()
en
w
a:
....
ell)
z.
c(0
z
w
a:z
-0
U-_
........
enc(
w....
;:(1)
:J:
....
a:
o
z
-+-"
U
Q)
.~ Q)
0-
L...~
CLr-
o
o
..-
o
..- I')
~ "0 ~
ex> I') I')
OliN
o ~ .........
o ..- ..-
.
o
z
+-
~ CD
'0 0
I.- CJ
a.. (/)
CD
+-
o
e
N :r:
....J 0-
m U')
N
....J
CD
u
o
.........
'"0
,... CD
... .::t. l:
,!l) CJ ~
en CD 0
CD ..l: l.-
e u e
('1\.
ONlXl
~g~
1')01
Gll').
~ ....
:JON
II) 'ON
L:.
+701'")
:G:iQ
... -
""ox
II) a. <
OIE~
c: 0
:E....lXl
j ~
o
~ :.
N
N N
o .
01'- I'")
.S CD
. l::
O~
~ii:
-!.
..l:)
~i
~E
a:~
w.~
w~
~t
~.~
zt;
w~
>li}
eelS
m';
01
ee'~
Q.~
~.s::
ee~
....-.
's
t5
....
01
N
.-
&
I')
o It)
OCJl,t
I')It)N
Gl~"'"
~I')x
~o<
'O~
a)'L:
UOIt)
0[;:0
a: .:~
-'of Gl .
-.;::.... .-
001')
n. ~~
00.....
lXl.!!N
I')u.....
z
c(
..J
C.
>
....
-
..J
-
....
:::>
-+-"
Q) Q)
Q)-
.l:~
(f)r-
Sheet No.
C-7
" ....... '~
(,0 '. .... "'" ,,-... > ". :'-.
~ ~ ...~~.....~.... ~.'"
--J,8, "'''-.~~q.. ~ ..
: ~Oo'" ~~ ,~~, ;
j "" ~ ~s~~.~ ~~.. /' /'
~ ,~~~~ //'.<;v
~ ~~~~~" I'
'/'" ~~~~" I
~, ~'~
"" 70$" <S~ ~.__
~ 00 .... '" "'" wV') / ""-v
"'~'
~ "<s"
II
II
II
I
5
LANDSCAPE
LEGEND
Section 3, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
..
o
:J:
:IE
~
I
I
I I
~.P. _ - :5 QHW - -
rr
: I
I
4"
o
;", ,
~; ;
LANDSCAPE
EXISTING TREE SIZE
PLANT MATE RIALS
-ffil
~.... : ;
QUANTITY
ABBREVATION (BOTANICAL NAME)
~
:1 i
II
II
I
SYMBOL
QUANTITY
NAME
SIZE
SPACING
M IN. 1 0' HE I GHT
2.5- CALIPER
MAGNOLIA GRANDI FLORA
/SOUTHERN MAGNOLIA
(SEE SURVEY AND DEMOLITION PLAN FOR
EX. TREE LOCATIONS AND SPECIES)
MG
15
AS SHOWN
Cl
)>
Vl
M IN. 1 0' HE I GHT
2.5- CALIPER
PROPOSED SOD AREA
QUERCUS VIRGINIANA
/LIVE OAK
AS SHOWN
QV
..
o
:J:
:IE
I
I
I
I
I
M IN. 1 0' HE I GHT
2.5- CALIPER
ACER RUB RUM
/RED MAPLE
AS SHOWN
AR
5
0'
20'
~ I
SCALE: 1- =
40'
I
Cl
)>
1Il
SANITARY MH
RIM=18.50'
INV.~NW)=9.61'
INV. N)=9.65'
INV. SE)=9.55'
INV.(NE)=9.87'
20'
: I
MIN. 8' HEIGHT
2- CALIPER
IRRIGATION NOTES:
AS SHOWN
LAGERSTROMIA INDICA
/CRAPE MYRTLE
~;' f.': '.
:.[;:'';,;,.:.
LI
1 1
1. A 100" COVERAGE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALl LANDSCAPE AREA AND MAINTAINED
AS A FULLY FUNCTIONING SYSTEM IN ORDER TO PRESERVE THE LANDSCAPING IN HEALTHY GROUND CONDITION.
REFER TO LANDSCAPE DETAILS SHEET FOR FURTHER IRRIGATION NOTES.
CLEAR TRUNK HEIGHT
VARIES (18' TO 22')
AS SHOWN
SP
13
SABAL PALMETTO
/CABBAGE PALM
"
"'"
INTERIOR LANDSCAPING REQUIREMENT
~
"'"
125
ELEANGNUS PUNGENS
/SILVERTHORN
MIN. 3 GAL.
MIN. 24" HT
36" O.C.
TOTAL PAVEMENT -
VEHICULAR USE AREA:
EP
18,643 SF
RAPHIOLEPIS INDICA 'ALBA'
/DWARF INDIAN HAWTHORNE
MIN. 3 GAL.
18" HT.
24" O.C.
RI
54
--,,"
'. .
'.
PENNISETUM
/WHITE FOUNTAIN GRASS
MIN. 3 GAL.
18-24" HT.
30" O.C.
P
37
LIRIOPE MUSCA I I 'GIANT'
/GIANT LIRIOPE
MIN. 1 GAL.
1 0 ' 1 2" SPREAD
18" O.C.
LM
575
I
I
RAISED CONC LIFT
ST A TION & DRY WELL 38
TOP=22.07'
BOTTOM=3.71'
HELIANTHUS DEBILIS
/DUNE SUNFLOWER
M IN. 1 GAL.
18- SPREAD
18- O.C.
HD
60
MULCH
CYPRESS MULCH
(GRADE 'B')
MIN. THREE (3) INCHES OVER ALL SHRUBS &
GROUNDCOVER BEDS AND TREE PITS UNLESS
OTHERWISE NOTED ON PLANS.
SANITARY MH
RIM-19.91
INV.~SW)=9.65'
INV. NW)=8.91'
INV. NE)=8.82'
PASPALUM NOTATUM "ARGENTINA-
/ARGENTINA BAHIA
SOD
34,000 SF
NO GAPS, STAGGERED JOINTS
FIRMLY MATTED ROOT
AS SHOWN
"
"
~
(;
"'"
" I
~~ ...J
tSj--I'QAf ~ ~
Q-fs 0 h ~01'
''Y~~ c ~
"'" ~ 01'4 I "
"'" ~c~ I "
"'" Q-fs' O~FP~.f. - - , OHW ~
""'.. <'. fr BFP
"'" ,,;:; I "
"'" I " //
"",I "(
Q-fE.
7"""'/< .
I "'"
I
I
"I
~~
~', :'{
"'"
~u
mil:
/
. .
(,/.-
(. (
I;
CURVE #1
~
/
/
/
/
DEL T A:
RADIUS:
ARC:
~
:J:
o
1tI
10010'00"
161.4S'
28. 62/DESC
28.6S'/CALC & MEAS
CHORD: 28.61' (MEAS)
BEARING: S4rss's1 "E/DESC
S48021'09"E CALC & MEAS.
. _ _ _ ~n
/
/
r:J'~
~
/
: . . I .' ..... f /
I I . r i i · I / I.R.
J _ lJ::P~ - ~.' - 5 HW - .-;. - .J- ~ 1L. -. - - - 5 OHW - -
../'~, , , P.P.
, .. I, ... . I
'. I I' .. .~
~ II 1'1
~ .
I.... ~ I
I a i I
'" .~./ I II i I
I I __ ' I
I: I . I
.~
I I a
~ I
. . ./, I 'r I
" . " I ~
-.J.. I I ~
'Q~~ .. ...~~.. .1: /1'
~ "" ......... ~ ~ :
. ,," . .-.... ~ "" I I
"'.....~...... '.........,..."" ~ . I ~
.'<. . 4. '''.. Q-fs a
'~.' ", ...." '" /;r,
, '- '" '>'/"
"}.:,,,..:. "",~._..... +. ""." ~'.. /.. I .
~ . """ ." "" / ..' ., I '.
}....,~:..:;.:.,,: " " ,". '" "" '. . / / ' ". 1 ' ..
. ~'.}~: .::..;:...."~.. P.P. ....... " Q-fs. .... /.. . I --. ...'
~:..' ;.'....., ~ --,- ~'......, OHW - ~ - - -"" , OHW~ --i. - - - - -J P.P~ /
';;'-.:' :: ~:..,.' "'. . '" ~ "" ........ if.'" I I
~. ~ . .
. ;'r..' <"".,. . . .". " "" .... I ~... wv I
~';'~'i~~~."'''::>:',,,.,. " ~ Q-fs :'j .;':/. // .f, 1" ~ wv;/ ~~. I.R.
'..' ., ~"'" I. " I . . . :"-.. /"1"-
,; .' >..."....... " 0 " . .. .;/' '/wv/- , P P
. .~... .... "" . " )(0 I '. .........11-'. .
.j :.,:...,.... . 'I V "" r: - - - - - - , OHW - - - - -
. '. ,~>". ....:,.. :';" ..~...."J',. ~ "" l ) ~ ',~
"'.; ..... ~ ~ Q!,!
.. 4;(~.. ~ .....~ . / " 1tI "" 1
..... .;- .. x/ ~I "" a
.' . . .... :.'y'" I -
. '.. '\. "" I FARIONT::s, tI:::C,
'. . ". " Q..,s I ASPHALT ROADWAY
_v ~\""W '~9~44.~T (W__=-~~
~~4. . h-GAS-..~..:~GA~- - - -G,
o I a /'/ / = = = 8" CL:
I I .. ;: / .. .. ..... ....... /," ,
I / I /,,/
C.M.
I / // . (~,
: / i ~
~ ! ~'
~ I '-' ,,;
I J
IT
'", '. ~ ~ ..:.
"
~
,~
'/~
"'"
Q-fs .
"".
"
"
,~ ~
. q~ ~~t
/ . ~Oo " OJ" ~_
/.., Itl.~~
/ , . :.. 'St'9c9 (,~
I:> .,
g. ~"
\J'St' "
~
""
"
" ;,.
"" \/<-:--
Q-fs /
/'<..
/"-
/ .
// ( . ""
/
,,/ " . ."'-
~ .. ~:./~..
~ ','
"
"
....,~.
, '; 'J
" {\:,'
Q-fs
""
I
I
I
I
.~, I
. . I
,;"; ~
.~
: CI.l
Ol
-0
CI.l
I
""
"
~'y,,('J
~o
"
\\
\\
II','
\\ ~i
\\01.
\\~
\\()
/!..
n
i ::u~. ;' ~~
STORM MH
RIM=21.66'
INV=18.64'
/~
/
'.::; 0 /
o
SANITARY MH
RIM=21.86
INV.(W)=18.34'
INV.(S)=18lP'
o
o
SANITARY M
RIM=22.40'
INV.(S)=19.~
INV.(W)=18..
INV.(E)=18.7
..... 1tI
,';
o
o
o
..-
,J, '0
00 I")
o II
o I:
o .....
I")
o
..........
I")
~
..-
.
o
z
.c
Q
-
II:
0"
ii!
t-,
Z ',~'
W~a:. .
~w'
ffi....~
....a:~
.c:a:
~W.c
a:OW
.cW..J
~::)O
o 0 ..
en I-
U.WW
Oa:~
>01-
I-Zen
O.cZ
-
W..J
a:~
-Z
u..c
a:
u.
o
...
CD
~~~
~~~J
:v;" c~
w
:)
o
en
w
a:
...
CLn
z.
<cO
z
w
a::Z
-0
U-_
I-
I-<c
en I-
wen
~
:J:
I-
a::
o
z
-+oJ
U
Q}
. --, Q}
0-
L~
Cl...1-
CD
C
U
(I)
CD
-
c
a
N I N
--J a.. --J
(D V> (D
~
g
u
o
.........
"0
I: CD
en ~
_ u
en CD
CD .s::.
a u
I:
~
C
L-
a
ONDO
~g~
~Ol
CD~.
~ ~
:JON
cn-eN
1: .
"';O~
:~iQ
... -
+'ox
II) Q. 01(
ClELL
cO
~I-~
i 0
o
~ ~
N
N
.
~
,...
DO
N
o
01....
.S
. c::
O~
!:a:
-!.
..tl
c:>>i
!:E
~15
w.~
w~
!:t
~~ ,1111/11111
w~ 11III1
>~
C~
r:a~
01
C.~
Q.Q)
2.s
C~
I-
~
i::3
",11111
~
en
N
~
~
o II)
00lrt,
~II)N
CD~""
~~x
~00l(
-eLL
a)'1:
UOIl)
O~O
- II)
Q. .:~
->l CD .
.... +'....
OO~
Q.~~
00,...
DO.!!N
~u,...
w
a.
<Cz
O<c
en...J
Co.
z
<C
...J
-+oJ
Q} Q)
Q}-
..c~
(/)1-
Sheet No.
C-8
VALLEY CURB
RADIUS AS SHOWN
ON PLANS
" A"
Hie SIGN ~
NOTE:
All pavement markings to be thermoplastic.
REBARS ARE FROM
PT TO PT ALONG
CONC VALLEY SWALE
2. (TYP) - -
CONe. WAIJ(
RAMP omtl
SEE INDEX NO. 1011
EDGE OF PAVT
CONe. WAIJ(
l' FILLET
VALLEY SWALE
~
W
W
~
w
I
~
~
W
~
~
w
I
w
I
w
~
~
~
W
~
~
~
W
~
&
~
w
~
-1'
~
~
m
6. WIDE TRAFFIC BLUEAI /
STRIPE (TYPICAL) ~
~
6" STROK~
WHITE 1
1/
&
~
I
~
I Y6'O.
~
~
W
~
I
I
w
I
l!i
;.....
'<
\
r VALLEY CURB
I
...--..
z
~
0.
~
in
F
~~
6. WIDE TRAFflCE WHITE
STRIPE (TYPICAL)
// /,
,
~ -A-
~ EXTEND CURB THRU INTERSECTION
WHERE SHOWN ON THE PLANS
"-
""-- FLOW LINE
/
~
-
~e
~
-<
z
o
~
o
U
-
PLAN
5'
12'
0>>
d
18"
!r 1/4"R
18"
12"
I '
12"
'13/1
NTS
l
.
I")
HANDICAP PARKING PAVEMENT MARKING
~
-~
...,j
,j~.
~,j
~
.
.
~ 0'1
HANDICAP PARKING SIGNS
. .
" to
~
',j ..IIS ." 44 .. . ~. L
~ -~,j~ . ,j ~ .---.-l-
J \ 2"CL 1
3000 PSI L 3-#4 REBARS CONTINUOUS
CONCRETE
4'-7. 5'-3"
~t=~
,j
.
~. .
. ~
9' -10.
5'-0"
SECTION "A-A"
t1OIf:..
WHEN ARROW AND PAVEMENT MESSAGE ARE USED
TOGETHER, THE ARROW SHALL BE LOCATED DOWN
STREAM OF THE PAVEMENT MESSAGE AND SHALL
BE SEPARATED FROM THE PAVEMENT MESSAGE BY
A DISTANCE OF 25' (BASE OF ARROW TO THE
BASE OF THE MESSAGE)
VALLEY SWALE
RD-1007 3/18/94 NTS
IN ACCORDANCE WITH FOOT INDEX No 17346
DIRECTIONAL ARROW
NTS
9"
3/4"R,
\ 1-3/4"R
~ .A~~ JOINT SEAL
~ 4 .. <II ..
4
.
1IO
....
. '-- 3/4"R
. :. . : / CONC PAVEMENT
D
0.1*D
I
, . 'A ]
.~ . -r
0.2*D-
t.
, {. ...0.. '.
~
~ 4..
:.t OR. ..
. A
.
~
11/2" EXP JOINT AND
PREFORMED JOINT FILLER
CONSTRUCTION JOINT
TYPE "B" CURB
FDOT INDEX NO. 300
NTS
ISLAND
FORM ~
SINGLE-COMPONENT
1/4" POLYURETHANE SEALANT
~3/4" THICK
A'
.
."?
. . ,
. . ,
8"
A
A
.' .
.
.
..... 4 ..
~.
D
... .4..
It
to
6"
1/.-2"R
.:. . ~ .r JOINT SEAL
#.0 : \ /
. . '.. '-- 3/4"R
4
.. .. A / CONC
PAVEMENT
.. ".4 .. .....
CLOSED CELL SEMI-RIGID
PLASTIC JOINT FILLER
1/4" EXPANSION JOINT
It
CD
......
d" ..
.' ~I,
1/2" EXP JOINT AND
PREFORMED JOINT FILLER
SINGLE-COMPONENT
POLYURETHANE SEALANT
3/4" THICK
TYPE "D" CURB
1/2"-rc
RD-1006 1/22/94 NTS
, ':: '" ': ..: '.: .:.... · ~ . . .. JD
~ CLOSED CELL SEMI-RIGID
PLASTIC JOINT FILLER
CD #4 - REBAR CONTINUOUS
STOP 0 EACH SIDE OF CJ'S
6"
STRUCK JOINT~
SLOPE
..-
1/2" EXPANSION JOINT
. A
3" V ROUND EDGE
"'c .
. . .., r PAVEMENT SURFACE
f I
4' I
Min. I
L!
It
V
J _ .. --;. .. _ """'--6 ....- ..... r-:.'
.. .. 4 .. 4 ..\ ..
A
1/4"-n-FD/4
. u-+ .4
:.0 . .0'. f' '. '.
.,ot .. ,..4 .. ....
A. ]
' . .. A D
It
CD
A
1~~1. :;1.': :
" . \ .
1 ·
. .
CONCRETE SIDEWALK ~
WITH 6x6 W1.4xW1.4
CONTROL JOINT
A
I
6"
INTEGRAL CURB & SIDEWALK
RD-l055,DWG 3/21/92 NTS
RD-1045,DWG 4/27/93 NTS
THIS SIGN FOR
VAN HANDICAP
PARKING SPACE
I THIS SIGN FOR
TYPICAL HANDICAP
12. PARKING SPACE
If !
.
CD
-. ]
-.. FTP-55
IJ HANDICAP SIGN,
PER CITY OF ::
.. CLEARWATER
~3. GALVANIZEDJ
STEEL POLE
rFlNISH GRADE
- ,
, ' "1 'CONCRETE I.: " " "
~~~~
CONCRETE 6. THICKNESS 4,000 PSI WITH NYCON NYLON - 6
FIBERS &: LAMBERT RB-64 CURING COMPOUND.
SUB-GRADE 12. COMPACTED SUB-GRADE LBR 20
COMPACTED TO 98" AASHTO T-180
-, , '., " - ,
::,.\ r:. '- CONCRETE",,- ::,-\ f:.
. '" '
,.u ..u
: : ; :
. . '
. .. . .
0.45'
NTS
CONST GROOVES 3.'
A
1=
.
I")
- z-
~-
~
I t~
VARIES ,I
5' MIN
MAX SLOPE
12: 1
~
SECTION AA
TYPICAL CONCRETE
PAVEMENT SECTION
NTS
(ALL AROUND)
JOINT FILLER
1/2" PREFORMED
EXPANSION JOINT
A
t
~~I~ I
I. VARIES I
SIDEWALK
PAVEMENT
MAX SLOPE
~
~
NTS
HANDICAP RAMP
MAX SLOPE = 12: 1
r EXPANSION JOINT
1/2" PREFORMED
JOINT FILLER
(ALL AROUND)
CONST GROOVES 3"Q)
CONST 4" THICK
CONCRETE RAMP
A
i
I ~
6'
5'
-------
SECTION AA
3.
I '
SIDEWALK
r I PAVEMENT
6'
_______ I
PEDESTRIAN RAMP
RD-l021 6/14/94 NTS
.4'-8.
o
~
us.
Tie beo.M with
2-#5 rebo.r
continuous
12'
cleo.ro.nce Min.
6'
Grnolp
,
. ,
14 -~ J
r 8. ] 6.
a'x 16' concrete
footing
wI 2- #5 rebo.r (typ.)
ElEVA TION
us.
DUMPSTER SCREEN DETAIL
A
j
swing go. te
(typ.>
I
"'-1-#5 o.t 4'
center
r,"o.de
J
/~
L 3000 p.s.l. concrete slo.b
with fiber Mesh reinforcing
- Monolithic, Mln 6'
thickness, 6"x6' I 10xlO
'W,'W,F.
..
.
.
.
.
A:
NORMAL 40'-0. WITH 4' WIDE SIDEWALK
MAXIMUM 50'-0. WITH 5' OR WIDER SIDEWALK
.
A'
... .4..
.
,A
.. .4"
.. .. .. 4
.
A
'. '
A
. .
. .
A. .
a; .
A '
. .
4 .... 4" .... .." ..
~STRUCK JOINT
.." 4 ..
4'
. A .
.
~ EXPANSION JOINT
W
6' MAX
1/2. EXPANSION JOINT
FULL DEPTH
. A .
.
. A
.
A
r-------------h
.1 .ll 1.1 I 1.1 1.1
: ~ - Z- - - - - -0- - ~ I
I I 6' dlo.. Steel I I
. bollo.rds ·
I 0 conc. Filled (typ). 'j 0 I
lo,-a,.wl I u ~r I ~ I
I t: ~ I
r.: I 0 ~... I..
r- U,g 011 I
48. I I ~ ~ 12' in Q. I ~ I
Max I cleo.ro.nce Min. ~ I
00 .!I
I"~. -A~ swing go.te
I I (typ,)
L_ _ ---- --~ I
I
'-- drop pin
hole (typ.)
CONCRETE RAMP 7
CONST 4. THICK
.r:drop
pin
1 -
(typ.)
.
,
.
.
~
NOTES:
BROOM FINISH
~ 1/4.~
~ II ~ D/W
/
'A
.lr' ." . A'
..!-l- ..
.." .. ..
A .
A.
tA
A .
A
, . '
.
.
4
A
.
.
, . .
.
.
.
,
A
.
4
I .
.. .. 4 .. .. 4e.
.. .. 4 ".. 4"
. A
.
.
.
I
A
~
EXPANSION JOINT
SlRUCK JOINT
1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER
THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60'.
2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED
PREFORMED JOINT FILLER, TO FULL DEPTH OF CONCRETE.
TYPICAL SIDEWALK
NTS
/CONCRETE SIDEWALK
WITH 6x6 W2,9xW2,9
3/4"
.
.
.. . f.. ..4. 4" ..
~ -L- _ ~ ....!..- ~. ~ ..
..,. *~. '~ .
.
1IO
8.
12.
THICKENED SIDEWALK
INTERFACE @ GAZEBO
RD-1052,DWG 4/27/93 NTS
NOTES:
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of
concr.te block (e.xe.x16-). Materials uNCI 8hould b. consistent
with those used In the construction of and architectural It)'!e of
the principal buDding. (Section 3-802 Materials)
b.) Existing: maximum 6'-0' high replacement materials can be
mad. of the IOme materials as long as they are made of
approved opaque material.
2.) FOOllNGS
e.x16. concrete w/2- 15 contlnuoul rebar Imbedded.
3.) CONCRETE SLAB
MonolIthic. min. 6. thlckneea w/lmbedded 6-xe- / 10x10 welded
wire fabric (W.W.F.), 3000 P.S.I. with flber mesh reinforcing.
4.) CONCRETE FILLED CEllS
With 1-15 vertical rebar tied to footer steel at each comer and
every 4' O.C.
5.) GATES
Constructed of min. 1-1/2- dlam.ter galvanized tubular steel
w/prlvacy-t)'P. slats InB<<ted In galvanized steel meah fabric.
hinge-mounted on min. 3- diameter golvanlzed steel post.
(Got.. and post constructed and Installed per applicable buDding
cod. by IlcenNCI fence contractor).
6.) DROP PIN
1/2- dla. 1e- long metal rod gate latch. Provide 3/4- dla. hole
6- Into concrete for rods. In aspholt provide a 3/4. P.V.C.
II...... 6- long, or equal.
7.) SOIL
Soli bearing capacity to be at least 2.500 P.5.F.
CONCRETE MASONRY WALL CONSlRUCllON
Material.. construction and quantity control of masonry shall be In accordance
with Uniform BuDding Code (UBC), Chapter 24. General conditions and
construction requirements ehall be applied as specified In UBC, SectIon 2404 (1),
during grouted masonry wC)r)(.
1. All reinforcing steel shall b. deformed bars conforming to ASlM A-615,
Grade 60. Vertical reinforcement 8hall be placed In the center of the
masonry cell, and shall be held In position at the top and bottom.
2. If a lIab dowel dOlI not line-up with a vertical cor.. It ehall not be lIoped
more than one horizontal In six verticals (1: 6).
3. Horizontal wall reinforcement shall be standard tru.. t)'Pe DUR-Q-WALL (or
equivalent) at 16' o.c..
4_ Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming to ASlM C-90, with a minimum compreealve strength of 1,900
PSI.
5. Mortar shall be t)'Pe M or S, In accordance with ASlM C-270. Place all
masonry In running bond with 3/e. mortar joints. Provide complete coverage
face 8hell mortar bedding, horizontal and vertical.
6. Coorse grout shall conform to ASlM C-476, with 0 maximum aggregate size
of 3/e-, e. to 10- slump, and a minimum compre..lve strength of 2.500 PSI at
2e da~
7. Minimum 3. X 3- clean-out holes (saw-cut) are required at the bottom course
of 011 cells to verify grout placement Clean-outs shall be IIOled after
masonry Inspection-provided In accordance with ACI 531-4.6, and b.fore
grouting.
e. Prior to grouting, the grout spaCl sholl be clean, with no mortar projections
greater the 1'-, mortar droppings or other foreign material. All cells shall be In
vertical alignment, and shall solidly be mled with coarse grout as specified.
9. During placing, grout shall be conlOlldated with flexible cable vibrator. FIrst
grout pour sholl b. stopped a minimum of 1 - 1/2. below the top of the
middle bond beam masonry.
lli
o
o
5
......
I
,..,
CD
o
o
o
......
,..,
o
"-
,..,
U) ('oj
I-- "-
Z
-I
o
z
4'
-
o
CD
c: '-
t ~
J-,-
CD
-
C
C
CD
o
o
en
"
N I N
....J a.. ....J
lD U) lD
A
c
~
~
~I")N""~
SUO!S!^9~
u
o
..........
"0
C CD
CJ) ~ C
_ 0 ~
rn CD C
CD .t: L.
cue
c
C
_.
0:, '
o
~
to- ~ '", I.f\\
ffi ci:, ,':~\tl "~~
:I ~ ;',' .y~~'
a: ~ ... ... II) i'
W a: ~ .' D::
~C~ ~
CQ.a:
~WC.
CCw
WW..J
..J:)O
o 0 ..
u.CI)tu
OWw
a: a:
>c~
!::zCl)
OCz
-
w..J N
o
a: ~ 01 ....
- z ~
. '==
U.c o~
a: !:n:
-!
I. ... t)
... CJ....
o !: ~
~ a: ~
CD w.~
...~~~~ ~~ 11111111111111,,,,11111
II~~"'. CJ.~
I~~~~ ffi ~ 11111;::::1111::::::111
~ CL~ 8..11111111111111111111111
;.,r. > ~
. 4( ~
m';
01
:.~
~~
4(15
t-_
.~
t5
M
~
, .\ ~....
'~1i
\' 1 \'l1&5
ONlIO
~~~
1")0)
"I') .
~ .
::JON
en"ON
;:.
....01')
~U:iii
... .
....ox
en Q.-<
OlE~
c: 0
E~~
i 0
o
~ .
N
N
.
I")
iii
.~
.
0)
N
....
W
=>
()
en
w'"
a:: It)
'" .
wO
a::Z
-
L1.Z
....0
CI)~
We(
;:....
J:CI)
....
a::
o
Z
&
I')
o II)
00l~
I')II)N
"~,,
~I")x
c710-<
"O~
ej.C
UOIl)
oU:o
- II)
0. ~I")
-'" " .
L: .... ....
001")
a.~~
00"
lIO..!!N
I")U"
CI)
...J
-
e(
....
W
C
W
....
-
CI)
-+-'
U
Q)
. --. Q)
0-
L~
a...~
-+-'
Q) Q)
Q)-
...c~
(f)~
'\.
.
Sheet No.
"
C-9
0'
~
"U
.--
o
5
r;)
(()
o
/'
o
o
.--
o
r;)
(()
o
o
o
/'
I")
(()
o
o
o
/'
o
<(
u
/'
.:J
W
:::!:
<(
z
~
LL
.
.--
II
I:
~
<(
u
en
E
a.
o
I")
..
.--
W
:::!:
1=
5
........
Lt)
N
........
(0
o
I=!
<(
o
2'-1 1/2"
A-l
'A ....
"
4'-3"
NOTES:
FOR ADDITlONAL DETAILS SEE FOOT INDEX NO 201 & 221.
BOTTOM & SIDE STEEL IS GRADE 40 14 BARS 0 12- CTRS
BOTH WAYS.
MAXIMUM DEPTH FOR THIS STRUCTURE IS 15'.
MAXIMUM PIPE SIZE FOR 2'-11- WAll. IS 24- CONCRETE PIPE.
MAXIMUM PIPE SIZE FOR 4'-0- WAll. IS 36- CONCRETE PIPE.
All. EXPOSED CORNERS AND EDGES OF CONCRETE ARE
TO BE CHAMFERED 3/4-.
CONCRETE SHAll. MEET THE REQUIREMENTS OF ASTM C-478.
v
"
2'-1 1/2"
5'-1-
'I
4'-4 5/8-
r I
,j '\,
'\, \1 ,I'
"
I A
.
.
4.
'.
'CO .
.
" .
I"
,,'
11
-.0
.
d.. ---;"--~--t'------~-------;.-
.. 4 L.l'l." .. ..
. .
"
4 .
I:
V
I
in
" .
B
L . .
"
" .
.
.
4'-1-
/'
\1
v
"
.
co
"-
I")
"
.
. ~ 2 1/4-
· 2 1/4- -.J .
I"
;..,
....
....
1
N
v
'"
.
.
....
I
':ot-
\1
\1
"
4'-3" 0 TO 0
. .
4_
6
6-
. .
\/
\/
" .
~
fx
~
^ "
X
X
X
'"
.
^,I
\1 \/ '\, \/ .I' "
x ^ ^ X
X)(XxXX
XX><XXX
Xx X)(X
)l
X
X
)(
X
X)()()l
I:
(0
'=
'"
(()
.--
.
.
44.. r. .. .....
fD ."
B
.
. "., J
" . .
STEEL GRATE
H-20 LOADING
ALTERNATE
CAST IRON GRATE - RECTULlNE
H-20 LOADING
PLAN
. "
.." 1.__.....~-......--T~------+----
of 4 .... <If
of 4 of .. .. ..
'.
A..-J
PLAN
fr
5'-4"
4'-4"
4'-3"
"
I:
Lt)
.' .'~~~5/16"
. 4"
h_r'
.
. .
,,'
.8."
4' -0"
.
2"
"
. .
I:
N
.
. . .
"
. .a../ .
"
., .
.' .
SECTION AA
STEEL GRATE
H-20 LOADING
5'-1-
"
3 3/4-
. ..
-
:~.....~
. .
-N
.'
5'-4"
6"
PLAN
GRADE
~1r1
2'-11' 6"
~~I///
:j' . '1 II \ii ~I \ \ 1\ ,\ \ W'" :
2 U- 2"-
.. "of.
" . ~I . .
. . ...:::::fYE BOLT
SEE INDEX
201
12- · I . . . .
.' I." iI .. .
. . ,
.. .. "..
b ~ 0 ~ NO.4 COURSE AGGREGATE 2'x2'x2' ·
bOO 0 0 c",,---,
" r\ r\
" 1/4- GALVANIZED HARDWARE CLOTH ·
SECTION
. ~.;:'~
r ~
'l \\
'\~ II
~- #
-.-:::=--
4'-1-
. .
.
I
· SUMP "ONLY" FOR S-2, S-4, S-7,
S-10, S-11, & S-12,
.1
I:
(0
'=
Lt)
Q.
~
::)
en
. .
.
.
.--
I
N
.
CO
*
. .
.
<I.
--
1-1 '6." .
CT' II
~. " : II
.
. .
.
.
.. .
~~.
<I
'\...:.r
.'
~~
.... La.J LL
" ~FO
: ZZN
.<1 ~~~ui
. ~~~~
. F wen
()CWZ
< ~~enW
.' D::I=I:::E
(;;:i~i5
~ffi:i~
()Q..::J:::E
NOTES:
FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232.
BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS C 12" CTRS WITH 2" COVER.
MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'.
MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE.
MAXIMUM PIPE SIZE FOR 4'-1" WALL IS 36" CONCRETE PIPE.
ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4".
CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478.
. .
.
.
'---
..
. .
FILTER FABRIC ·
"
'" ."
.18~
.
.
. .
-..
,
2'
.
'f
i
. .
"
. 1
"\ /. <I'
"
.
.
....J
.
<I
.. .."",*---".. ..
.. .....
I:
(()
. <I.
. .
.
" .
.
."
. <I
SECTION BB
FDOT GUTTER INLET TYPE .V-
FOOT INLET TYPE -0-
DR-1063 12/12/94 NTS
DR-1056 12/12/94 NTS
r 2-#8 REBAR
o x
c
E F
lit
SINGLE DOUBlE TR I PlE QUAD
PIPE PIPE PIPE PIPE
4.83' 7.21' 8.78' 12.37'
1.18'
.: J." ~~
.: . ..~.~ .
'd~ .<1 ~<I.. .: '. ,,"
. '.
.4 .. .. ...
..../ ....
:0~)
"""': .
. .
2-#8 REBAR
N
G
A
B
16' 2'-7-
8.38'
1.22'
2.27'
4.08'
4.03' 8'
4:1
18. 2'-10- 2.38' 6.12' 7.48' 11.03' 8' 1.41' 4.82' 7.711' 10.158' 13.42' 1.21'
24. 3'~. 2.113' 7.18'0 8.71' 7 .03~ 11' 1.73' 6.60' 8.82' 12.33' 111.76' 1.211'
30. 4'-3- 2.70' 8.20 11.8&' 8.03' 13' 2.00' 8.OS' 10.33' 14.158' 18.83' 1.28'
..... 4 ..
I / 1
tSOD - .r- BEVELED OR .
. .-1.:-1/ ROUND CORNERS
( in ~ -~ <~>j~.'.:> i ! ~-
I!I--::- m_ nnm~~~_ :~ 'j '! · >oJ
'" 0 _ ~_-~~~~~~_ -~~~~~~~:~_- '_ _, 3i~
--- ---- --------- ~ . ,- ..., ~
I ~ \.', : .~...~..\. A i 1// '>-
( ~ ~ ......4. ,'...' ~I I_~ I ~ ~ __
-f CONCRETE SLAB 5-1/2-TH~ J - 500/'
I REINFORCED WITH WWF 6x6 Wl4xWl4 ~
<I
..
..
.
2-#8 REBAR
PLAN
.... I. .....
". I
. " I'
.." I" :.
"
'. 1
1
. I.
.. 4 .. I
OPTIONAL 1 1/2" KEY-
..
.
(()
.. .
TOP VIEW - SINGLE PIPE
1\ }O' DRAFT 1/2"--
......~W
3'-6" OR 4'-0"
THICKNESS OF
STRUCTURE WALL
/:SEE GEN NOTES
SI.Opc FOOT INDEX
1I;l\/il/cS . NO 272
So
DEEPEN AROUND 7~ /
OUTSIDE EDGE OF
PIPE FOR 5-1/2- SLAB~. .
[I \. ' --0 ~~~& --............ 1 DITCH OR
o _ "-CONCRETE tl:::l ~ ~ POND BOTTI7M
r.7 PIP? / : " ~
CONNECTOR..... I SADDLE.../". -.......; -;./-
7 I V ,.. BAR ,Z lJ~'
~lNLf>SS-- E _6' ~5' SOD
NO PIPE JOINT PERMI 'TED
UNLESS APPROVED BY THE ENG NEER
__F ( PIPE TO BE INCLUDED UNDER UNIT .
PRICE FOR MITERED END SECTlON) · !i.OPE: 4: 1 MITER: TO C flPE FOR PIPES
18- AND SMALLER.
2: 1 FOR PIPES 24- AND
LARGER.
SECTION
~
SEE FOOT INDEX
NO 272
C
ALL REINFORCEMENT #6 BARS EXCEPT 6-#8 BARS SHOWN. BARS SPACED
WITH ACI STANDARD HOOKS CANTED APPROXIMATELY 45', OR EMBEDDED IN
CONSTRUCTION JOINTS, SHEET NO. 3 OF 6, FDOT INDEX 201, EXCEPT ALL #8
BARS AND #6 BARS AROUND MANHOLE OPENING SHALL BE HOOKED.
AT 6" CENlt:RS BOTH WAYS EXCEPT MIDDLE BARS AT 7" CENTERS. ALL BARS
ACCORDANCE WITH THE SLAB REINFORCEMENT DETAIL SHOWN UNDER OPTIONAL
THIS DETAIL IS FOR 3'-6" & 4'-0" DIAMETER STRUCTURES ONLY.
FOR LARGER STRUCTURES SEE FDOT INDEX NO. 200 & 201.
MANHOLE TOP TYPE 7- T
FDOT-7T.DWG 4/26/92 NTS
SECTION
MITERED ENO SECTION
FDOT INDEX NO 272
USF 1295 OR APPROVED EQUIV
MACHINE HORIZONTAL BEARING SURFACES,
NON-PENETRATING PICK HOLES.
H-20 LOAD RATING.
LABEL "STORM SEWER".
6" DIRECTlON
-~ OF FLOW
#LLk ~~~~~~l~~R~~ll~'W1E
30' GRATE WELDING DETAIL
PROVIDE
GRATE (FINISHED
OPENING 1-3/4" GRADE
!tOP"- ~ ~
..... s... - , .. . .. .
. " J ...... '4' .. z: ~ .
~Ti~: }g',.t;' 3" ~ ~;~V--~~;:g~N
.. . ~. .. .: EQUIVALENT
~.:r~'\ , (:;< ~~~ti?;~JE~tEEl
. . .....~ /:....,.....,.. TYPE 2
SLOTTED DRAIN NOTES:
MATERIAL THE CORRUGATED STEEL SLOTTED DRAINS SHAll. BE MANUFACTURED
FROM HEUCAll. Y CORRUGATED STEEL PIPE WITH A CONTlNUOUS WELDED SEAM PER
AASHTO M-J6. AT THE END OF THE PIPE THERE SHAll. BE lWO ANNULAR
CORRUGATlONS TO All.OW THE CORRUGATED BAND TO MESH FUll.Y WITH THE PIPE.
THE GRATE ASSEMBLY SHAll. BE MADE OF STRUCTURAL STEEL SUITABLY WELDED
TO THE PIPE AND GALVANIZED AFTER ASSEMBLY.
THE SIZE OF THE CORRUGATED STEEL SLOTTED PIPE SHAll. BE AS SHOWN ON
THE PLANS, AND SHAll. BE CONSTRUCTED IN 20 FOOT SECTlONS WITH SHOP
WELDED ELBOWS IF REQUIRED.
THE UPGRADE END OF THE SLOTTED DRAIN PIPE SHAll. BE PLUGGED WITH A CAP
BEFORE BACKFlWNG IS BEGUN. DURING BACKFlWNG AND PAVING OPERATlONS
THE CONTRACTOR SHAll. COVER THE SLOT TO PREVENT INFlL TRA TlON OF
MATERIAL INTO THE PIPE. CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO
PIPE BY CONSTRUCTlON EQUIPMENT PRIOR TO COMPLETlNG THE BACKFIll.
OPERATlONS.
All. MATERIAL FOR THE SLOTTED DRAINS SHAll. BE RATED FOR H-20 LOADING
WHEN CONSTRUCTED IN ACCORDANCE TO THIS DETAIL
ANY PIPE INSTALLED WITH THE GRATE DIRECTED AGAINST THE FLOW Will. BE
REMOVED AND CORRECTED AT THE CONTRACTORS EXPENSE.
SLOTTED DRAIN
DR-1066.DWG 12/16/94
25 3/4"
'" "I
~~
I'
~/
~
~
'/
32 1/2"
NOTES:
24"
~~J
~-=t
SLAB TYPE RING AND COVER
COVER-1.DWG 4/27/93 N TS
. .
. .
"
.
..'
.
.
.
.
<I
3' -6- OR 4'-0-
..
.'
"
"
>l
.
. "
. .
.
. ~ ..:. .!
<I
. . .
PLAN
SECTION
WALL THICKNESS AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH
ASTM C-478 OR ASTM C-76, CLASS III, B WALL, MODIFIED WHERE THE
ELLIPTICAL STEEL CAGE AREA IS TO BE PLACED IN THE CENTER ONE-
THIRD OF THE WALL.
BOTTOM SLAB REINFORCEMENT SHALL BE # 4 BARS AT 9" CENTERS
BOTH WAYS WITH 2" CLEARANCE TO THE lop OF THE SLAB.
FOR ADDITIONAL DETAILS AND OPTIONS SEE FDOT INDEX NO. 200.
STRUCTURE BOTTOM TYPE P
FDOT-P.DWG 4/26/92 NTS
JUNCTION BOX DETAIL
FOOT INDEX NO'S. 200 & 201
DR-1076.DWG 7/30/92 NTS
.
.
~
::::>
IJ)~
W-
-X
~~
irl
"
<I
.
110
1-
NATURAL GROUND
OR SUBGRADE
ELEVATION 2'-0" ABOVE TOP'>~/~
OF PIPE. CUT-OFF SHEETING <:
IF REQUIRED. ,/
'~~
~ BACKFILL TO BE COMPACTED
TO 100% T-99. LIFT
THICKNESS MAY VARY
DEPENDENT UPON MATERIAL,
EQUIPMENT, AND COMPACTION
METHODS USED, BUT IN NO
CASE SHALL EXCEED 12".
DENSITY TESTS TO BE TAKEN
IN ACCORDANCE WITH THE
GOVERNMENTAL AGENCY
HAVING JURISDICTION, OR
AS MAY BE REQUIRED BY
THE ENGINEER.
-
~ $
~ ~~
y /J"D~ 3
BEDDING AND BACKFILL WITH _ / ~ 2
SELECTED MATERIALS TO BE tll == II =L1lf..:::=
PLACED AND COMPACTED IY - III == II f-~~'m
6" LIFTS UTILIZING METHODS ~~ = ~~l~ III
AND EQUIPMENT APPROVED _
BY THE ENGINEER. A=:- _ _ _ = =
<'- - -UNSUITABLE - - "
PIPE BEDDING TAMPED ~ - - MATERIAL-~ - ~
AND COMPACTED ~, -, - ~
};/~ -.- ~~
i:>::C~,~ >:;:,"'<<~
'<~~ ~~~L" - '-"" - - ~
~~~~~ v~~~~
'>';:YA /}, , V~>>"}
BOTTOM OF EXCAVATION
ELEVATION TOP OF PIPE
OR HYDRAULIC STRUCTURE
6" MIN - 12" MAX
12" DIA AND UNDER
NOTE:
FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE
NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS.
TYPICAL TRENCH SECTION
DR-1067.DWG 11/17/92 NTS
HOT DIPPED GALVANIZED
STEEL GRATE (NON-BEARING), \
U.S. FOUNDRY NO 6616 O.E.
SKIMMER EL. 'B' (TOP)
/. '0 /n ./ GRATE EL. 'A'
\ /l
6' ~ ./ I / / ~ / -' / / ~/ I
Y ./ Y.h-/ -'//-'1-' "1
V / (I I SKIMMER EL. 'D' (BOT)
/'" ./ // )-,.1
I. ':0 /1-c..3?/ /...< SLOT/WIER ON
· :~N;' I I I/I-~/""""""\ f--ALL(4) SIDES
~ fu ~I J-----J II I \ \ SLOT EL 'c'
10 l.::._____..J \ \ / J;
I \ /1
WEIR LENGTH " '_./ ,/
'L' '--
AQ~
~O'
..' J ':." · ./
. . ../
CONTROL
STRUCTURE (MOD TYPE '0')
BOTTOM EL '0'
3/8- FIBERGLASS SKIMMER---i
OPEN TOP AND BOTTOM
(SEE SKIMMER DETAIL)
ITEM
GRATE EL. 'A'
SKIMMER EL 'B' (TOP)
SLOT ELEV 'c'
SKIMMER EL '0' (BOT)
WEIR WIDTH '0'
WEIR LENGTH 'L'
S-11
21.40
21.00
20.40
20.17
DHW !DITCH) = 19,00
DHW NODE 1) == 20.65
DHW NODE 2) = 20.73
DHW NODE 3: S-7) = 20.76
DHW NODE 4) = 20.80
POND BOTTOM ELEV == 20.00
SEASONAL HIGH WATER = 18.00
37-
49-
INV 15- OUTfALL 17.30
BOTTOM EL 17.00
POND CONTROL STRUCTURE
5'-11-
'" I
"
-
r
6" OR 8- WAll.
~
...........
.
r-
....
I
':ot-
----'
~
1
I
Z BRACKET............. - J
(STANDOFF) >-" 21
k
-LI
SECTION A-A
HIGH RISE SKIMMER TO BE AS MANUFACTURED BY
-SKIMMERS INC.-
FIBERGLASS POLLUTION CONTROL PRODUCTS
P.O. BOX 561229 ORLANDO FL 32856
PHONE: (407) 857-1115 FAX (407) 857-0886
SKIMMER DETAIL
C'Il
o
0Ir-
oS
. c:
o~
!:n:
.!.
..t:)
CJ]
!:E
a:~
w.~
~;~~~ ~ ~ I III
((I))) ffi i 1111;;;III~::~11
\) CL~;'- > 9-
#1#'" / ..
. c( ~
~ ~
m.
01
C(.S:
a..~
::E.!;;
c(~
1-.....
.~
t5
~
.I")N....~
SUO!S!^9~
C
e
a:
o
....II
~ LLI
z ..I
WC:
~w
a:~~
wa:C
~C~
Ca.a:
~wC
Cow
ww....l
....1::)0
o 0 ..
LLU)~
OWw
a: a:
>o~
!::zU)
OCz
-
W....l
a:~
-z
LLC
a:
LL
o
...
CD
t'
W
~
()
en
W....
a:::1l)
" .
wO
a:::Z
-
U.z
1-0
en~
We(
~I-
J:en
I-
a:::
o
z
+-'
()
Q)
. --. Q)
0-
L~
CLl-
~
o
o
5
.-- I")
I 0
I") ........
(() I")
o en N
o ~ ........
o z .--
.
o
z
~
u
..
c!
-
o
CD CD
o 0 .!
L. 0 0
a.. (I) C
"
""
N I N
-.J Q. -.J
CD en CD
!
u
o
.........
"'0
c:: CD
~ c::
PJ 0 ~
U) CD 0
CD ..c:: L.
cue
.~
\~~
~C
~
~f\
\\ -'I~ .~
\,\ ~~
'~.. N'
I/)DI
.
ac
I' ..J
.....
"
0C'll1lO
~~~
1")0)
Ill") .
~ .
::JOC'll
en-oC'll
-r:.
..;01")
iri:iD
L. .
....ox
en Q.<
OlE.....
c: 0
;et-~
j 0
o
,: :.
C'Il
C'Il
.
I")
iD
.
0)
C'Il
....
I
&
I")
o I/)
00)~
1")1/)C'Il
lI!:;f'
~I")x
c7Jo<
-0.....
G'L:
001/)
ori:o
a:: .: ~
~ II .
~.... r-
001")
Q..~~
001'
1IO~C'Il
I") () 1'/
,
en
..J
-
e(
I-
W
C
W
~
e(
Z
-
e(
a:::
c
+-'
Q) Q)
Q)-
..c~
(f)l-
./
.
Sheet No.
"'
C-10
OJ
C
~
'""-
"-
0:1 ~
~ f ·
I~~
!
I t
L!-
I~
....,-" ~....
Disto.nce
Mo.x. IS' - Min. 4'
18* Min.
24* Mo.x.
C
L
..
~
I
(\J
..1
i II
( i-9
~ I ~
"""'f""""
NOTES: I
1.. Steo.Mer Connection to F o.ce Street.
2. All Fire Hydro.nts to ho.ve 5 1/4* Vo.lve Seo.t,
3. Fire Hydro.nts Sho.ll be Plo.ced 0. t Street Corners
or in the R,O,'W, Adjo.cent to Side Lot Lines
'Whenever Possible.
4. See Sheet 3 for Typico.l Connections 8. Fittings,
~
1/Edge
x~, I
Bo.ck of Curb
or
of Po.veMent
ONL Y APPROVED
Kennecly Guo.rclio.n No, K -81A
Muller Centurio.n No. A-423
U,S. Pipe Metropolito.n
TYPICAL FIRE HYDRANT SETTING
Vnrles : /vnlve Box
"~,P'
I
I
~
I
I
! j Mech. Joint Vnlve
tj~
I "-Restro.ining Joint CTyp.)
~o~
~~
.....,Q",.
o 0
o
~
Top
Ford Angle
Vo.l veCFlo.nged)
Forcl Meter Fla.nge
Flow ~ ~
.~
.. C:;i~ Met e r
[i (Flnngec!) 1
c OJ
-- l'i
d __
LV?
'1\/
NOTEI
Device !'lust be InstClllecl level.
- APPROVED R.P. DEVICES
Hersey- Beeco Maciel FRP II
'WCl Us Maciel 909 or 009
ConbrClco 40200
_APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Maciel FDC
'WCl tts Maciel 709 or 007
ConbrClco 40100
TYPICAL SINGLE DEVICE
1 1/2- and 2- MODELS
Adjustnbl~ ~ ~
V o.l ve Box ------......
lfl
-~
d
L
"-
o
4-
c "-
L OJ
>
.. 0
~ u
'When Vo.lve Occurs in ROa.cI~
set Bnse on IO-CoMMon Brick. ~ I \
~I I I I I
::: =-
-;; " ~ Vn ter
Mech. Joint Vo.lv/ "'-
Restro.ining Joint
I 4-
o
C\J
l
+>
0.
OJ
~
~
TYPICAL VALVE SETTING
Mo.in
~1I - ~,.~
....-
...... ~
2* Bo.ll Vo.lV/
iE4( Hose Blbb---j'
3/4* Go.l vo.nize
Connecting Piece w/integro.lly
Co.st Mech. Joint Glo.ncl on
one Encl- D.l. Roto. to.ble Mec~
Joint Glo.ncl on Other Encl. _________
~
"i;f
.dI
. == . - Fire Hyclro.nt AsseMbly
, :: I CTyp,)
.
I. Disto.nce Vo.ries
18* Min.
24' Mo.x. ~ ~
/vnlve Box
- ~'-
~ ~ P' ~
,
Fire Hyclro.nt AsseMbly
CTYP,)
.
--
V o.l ve o.ncl Hyclro.nt Tee
wiD.!. Roto. to.ble Mech. Joi
Glo.nd on Plo.in Encl Bro.nch.
....
~.
Length Vo.ries
(See Note 1)
C
L
Mech. Joint
Vo.l ve
..
~
I
(\J
......
jMeCh Joint Vnlve
-
-
.
J.
I
~ Vn ter Mnln
~~
Connecting Piece w/lnte~rnlly,/
Co.st Mech. Joint Glo.ncl on ~
one Encl- D.l. Roto. to.ble Mech,
Joint Glo.ncl on Other End.
"-Restro.ining Joint CTyp,)
.J.. ~
NOTESI
1. On Hyolra.nts Requiring Runout
La.st Two Joints Must Be Restra.lneol
TYPICAL HYDRANT SETTING
NOTESI
1. All Fire Hyolra.nts to ha.ve 5 1/4' Va.lve Sea.t.
2. See Inolex # 407 For Ja.ck 8. Bore Deta.lls.
TYPICAL FIRE HYDRANT SETTING
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICA TIONSI
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. LAST TWO(2) JOINTS ON A DEAD END RUN <MIn. 36')
7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (Min. 36')
~L
-I ~ Thrust Restrnlnt <Typ,)
~
~
(
~:Y
~
I
Restro.ining Go.sket CTY~
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft')
DO NOT USE FOR
VERTICAL OFFSETS
NOM. ELBOWS <oIeg.) VAL VE
PIPE
SIZE 11.25 22.50 45 90 TEES
4 3 5 8 12 9
6 4 6 10 15 11
8 4 7 13 20 14
10 5 9 15 25 18
12 6 10 17 29 21
16 6 13 26 63 70
NOTEI THRUST RESTRAINT ON SLIP JOINT DUCTILE IRON PIPE
SHALL BE U.S, PIPE FIELD LOCK GASKETS FOR TYTON JOINT
PIPE or AMERICAN FAST-GRIP GASKETS FOR AMERICAN
FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS
SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS.
Ii!
i
-
( .- 3h,
It ~ ~
~"
III; ~ ::::--...
Restro.inecl ~( I iiii -.; ~~
T o.ppecl Plug
~
END CONNECTION
DUCTILE
RESTRAINT
IRON
PIPE
ONL Y APPROVED
Kenneoly Gua.rolla.n No. K -81A
Muller Centurla.n No. A-423
U.S. Pipe Metropollta.n
Box
j
To.pping Sleeve 8. Vo.lve
By City, Fee by
Owner or Contro.ctor
"- Exist. 'Wo. ter Mo.in
2* Go.lVo.nize~
2" Corpora. ti~
Ii!
T o.pping So.clclle
-
(ED)
"='"
TOP CONNECTION
TEMPORARY BLOWOFF
AND SAMPLE TAP
USF 7610 HANDHOLE
RING & COVER
/CONCRETE PAD
16" sa x 4" THICK
IN UNPAVED AREAS
~
1
Stop Less Check
MUELLER H14350 with Lock Vling a.nd
COMpression inlet or a.pproved equo.l
Threo.clecl Corpora. tion Stop
MUELLER H15008
Or o.pproved equo.l
C TAP AT 450 ANGLE )
~
....
;':'::<
..
BUILDERS FEL T ~
L
f
,
n
So.ddle required on
4
4* P.V.C, only ~~ d:::~~
~,..:,
So.ddle sha.ll ho. ve clouble I 'X'
stninless steel straps ~,-: ~t
with epoxy coo. ted _.x/
ductile iron body.
\vnter
CO PLUG &
CO FITTING
~ o~~OO~O~~Q~DOOOOOO oo~
!=::!:. O~O~.~DODOOOO o:::::~ 4 II R DC
!:i:!:!:t;:o:o:o:a:o: ::!:!:!i---- K BASE
..O.....O..OFO...O..O........O.. ..0........(
Service Tubing
Driscopipe 5100 or Endot/Yo.rdley
Blue Jet) SDR 9) 3408 Polyethylene
SDR 35 PVC PIPE ~
1
T
45' EL
VI 0. ter Mo.in
45" WYE
CHLORINATION TAP
STOPPER AS
RECOMMENDED
BY THE PIPE
MANUF AClURER
....
L
CLEANOUT
OR 10BO,OWG 12/16/94
~
o
o
5
.....
I
l")
lC
o
o
o
l")
~
l")
~ ~
z
.....
-
.
o
z
-
o
CD CD
~ .0' D
- L- 0
~ ,D.. en
J-
CD
-
c
~
~
"
N I N
-l a.. -l
CD (/) CD
.!
8
u
o
"-
"l:J
C CD
~ C
.~ 0 ~
In CD C
CD .s:. L-
a u a
"'I')N-~
SUO!S!^9~
/'
C ~ ( .f' "
elr ~~".'
a: 8
o
~
~~ ~~,
~ ffi ,\\ ~ ~
a: ~ I- . J~ r
~~; ~~ ~
C Q. a: '
~wC.. /
COw.
WW..J
...1::)0
o 0 ..
en I-
~wtfj
a: a:
>01-
!::Zen
OCZ
-
w..J ~
a: ~ lJIe
- Z .~
LLC O~
a: !:it
~
LL .. tl
"i
o !: E
.. a:S
CD w.~
~I~ ~ ~ 11111",,11111,...11111
(((I))) ffi t 1111;;;111;;;11
~ >i-
· cC ~
- -~
fI' ....
lJI
cC,S=
Q.~
::I.~
cC~
I-
=s
u
0~lX)
oo~
...<0......
1")0)
lD I") .
~ ...
:JO~
l/)'O~
~.
...;01")
=~iii
... .
....ox
l/) Q. <
OlELL.
c: 0
21-~
i 0
o
~ ~
~
~
.
I")
iii
...
0)
~
....
w
::::>
(.)
en
w'"
a::Lt)
" .
wO
a::Z
-
LLZ
~O
ent=
We(
3:~
~en
I-
a::
o
Z
&
I")
o II)
00)~
I")II)~
lD ..... ......
....1")
.-1") x
~o~
'0
ai'i:
0011)
o~o
ii: .: ~
-" ., .
10;:.... ....
001")
ll.~~
00......
lX).!~
,., u........1
a
en
..J
-
e(
~
W
C
>
~
-
..J
-
I-
::::>
.......
o
Q)
........ Q)
0-
'-~
a... I-
.......
Q) Q)
Q)-
..c~
(/)1-
r
AI
Sheet No.
'\
C-11
~
LANDSCAPE NOTES
GENERAL NOTES FOR PLANTING
1.
THE WORK CONSISTS OF THE COMPLETE PLANT MATERIAL INSTALLATION AS SHOWN ON THE DRAWINGS AND
AS HEREIN SPECIFIED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SUPPLYING OF ALL PLANT
MATERIAL SPECIFIED, THE FURNISHING OF LABOR, EQUIPMENT, APPLIANCES AND ALL MATERIALS CALLED FOR,
AND IN PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE INSTALLATION AS SHOWN ON
THIS PLAN. FURTHER, THE WORK SHALL INCLUDE THE MAINTAINING OF ALL PLANTS AND PLANTING AREAS
UNTIL ACCEPTANCE BY THE OWNER, AND THE FULFILLING OF ALL GUARANTEE PROVISIONS AS HEREIN SPECIFIED.
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS SHO'JN ON THE DRA'JINGS, AS SPECIFIED, AND IN QUANTITIES
SHO'JN ON THE PLANT MATERIALS LIST.
IN THE EVENT OF VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN ON
THE PLANS, THE PLANS SHALL CONTROL.
PLANT MATERIALS WILL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AT THE JOB SITE PRIOR TO INSTALLATION.
WHEN INSPECTION WORK DOES NOT COMPLY WITH THE REQUIREMENTS. REPLACE REJECTED WORK AND CONTINUE SPECIFIED
MAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND
MATERIALS FROM THE PLANTING SITE WITHIN 48 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS.
ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER
OR HIS REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY
ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLE NEAT OR WORKMANLIKE
APPEARANCE, PROVIDED SUCH ITEMS CAN BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY THE USUAL
METHODS OF SUCH WORK.
ALL PLANT MATERIALS SHALL BE GRADE FLORIDA NO.1 OR BETTER AS OUTLINED UNDER GRADES AND
STANDARDS FOR NURSERY PLANTS. PARTS I AND II, STATE PLANT BOARD OF FLORIDA, AND SHALL CONFORM
TO ANSI STANDARDS FOR NURSERY STOCK (ANSI 260.1-1980).
ALL PLANTING BEDS SHALL BE MULCHED WITH 3- CYPRESS MULCH, 10~ ORGANIC, FIBEROUS-TYPE GRADE 'B' OR BETTER.
NO SUBSTITUTIONS SHALL BE MADE TO THE PLANTING PLAN, DETAILS, DR THESE SPECIFICATIONS 'JITHOUT THE EXPRESSED
'JRITTEN CONSENT OF THE O'JNER DR HIS REPRESENT A TIVE.
THE O'JNER SHALL HAVE THE RIGHT TO REJECT ANY AND ALL 'JORK AND MATERIALS 'JHICH, IN HIS OPINION, DOES NOT MEET THE
REQUIREMENTS OF THE PLANTING PLAN, DETAILS AND THESE SPECICA TIONS.
ALL PLANT MATERIALS SHALL BE WATERED BY THE CONTRACTOR THOROUGHLY WHEN PLANTED AND DURING
THE PLANTING TIME PERIOD UP TO FINAL ACCEPTANCE BY OWNER.
TOPSOIL SHALL BE FERTILE, BLACK IN COLOR, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY
LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 1 1/2- IN ANY
DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO SOD GROWTH. OBTAIN TOPSOIL ONLY FROM
NATURALLY, WELL DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4-; DO NOT OBTAIN FROM
BOGS OR MARSHES. CONTRACTOR SHALL PROVIDE SOILS TEST REPORT SHOWING pH AND NUTRIENTS; - pH SHALL
BE 5.5 TO 6.0. IF NOT THEN USE THE APPROPRIATE SOIL AMENDMENTS TO REACH 5.5 TO 6.0.
GRASS SOD SHALL BE WELL MATTED WITH GRASS ROOTS. THE SOD THAT IS HARVESTED SHALL
BE TAKEN UP IN RECTANGLES PREFERABLY 12- X 14-, SHALL BE A MINIMUM OF 2- IN THICKNESS AND SHALL BE LIVE,
LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING. IT SHALL BE REASONABLY FREE OF WEEDS AND OTHER
GRASS AND SHALL HAVE A SOIL MAT OF SUFFICIENT THICKNESS ADHERING FIRMLY TO THE ROOTS TO WITHSTAND
ALL NECESSARY HANDLING. THE SOD SHALL BE SHADED AND KEPT MOIST UNTIL IT IS PLANTED. DUMPING FROM
VEHICLES WILL NOT BE PERMITTED. DAMAGED SOD WILL BE REJECTED. REPLANTING SHALL BE DONE WITHING 48 HOURS
AFTER TIME OF HARVESTING OR SOD SHALL BE KEPT DAMP UNTIL PLANTED.
SODDING SCHEDULE:
1. SOFT SPOTS AND INEQUITIES IN GRADE SHALL BE CORRECTED BEFORE BEGINNING SOD WORK.
2. GROUND SHALL BE SUFFICIENTLY MOIST PRIOR TO LAYING OF SOD.
3. LAY SOD WITHOUT VOIDS, BY ROLLING. SOD SHALL BE THOROUGHLY WATERED. THE SURFACE SHALL
BE TRUE TO FINISHED GRADE LINES; EVEN AND FIRM AT ALL POINTS.
4. PLACE SOD WITH STAGGERED JOINTS CLOSELY BUTTED, ROLLED TO AN EVEN SURFACE TO
THE REQUIRED FINISHED GRADE. AVOID CONTINUOUS SEAM ALONG LINE OF WATER FLOW IN SWALES.
PLACE SOD IN ROWS AT RIGHT ANGLES TO SLOPE.
5. FERT I L I ZE.
THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF ALL PLANTING AREAS PRIOR TO SUBMITTING BIDS FOR THE
SUIT ABILITY TO SUSTAIN HEAL THY PLANT GRO'JTH AS CALLED FOR ON THE PLANTING PLAN, DETAILS, AND THESE
SPECIFICA TIONS.
THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE OF ANY CONFLICT OR DISCREPANCY IN PLANS
PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA.
CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES ALL SURPLUS AND DISCARDED MATERIALS
AND RUBBISH FROM HIS CONSTRUCTION.
ALL SHRUBS AND SOD SHALL BE GUARANTEED FROM (6) MONTHS AFTER FINAL ACCEPTANCE BY OWNER.
ALL TREES SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTA"CE BY OWNER.
FINAL INSPECTION WILL NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED/INSTALLED CORRECTLY. CONTRACTOR
WILL REQUEST A FINAL INSPECTION BY WRITTEN LETTER TO OWNER.
UPON FINAL NOTICE OF FINAL ACCEPTANCE, THE OWNER WILL ASSUME MAINTENANCE AND THE GUARANTEE/
WARRANTY PERIOD BEGINS.
THE LANDSCAPE CONTRACTOR SHALL STAKE ALL PLANT MATERIAL LOCATIONS F~OM
THE PLANTING PLAN PRIOR TO INST ALLA TION FOR APPROVAL BY THE O'JNER m~ HIS
REPRESENTATIVE.
THE LANDSCAPE CONTRACTOR SHALL FURNISH FROM HIS SOURCE A GOOD CLEAN, NATIVE SOIL 'JHICH SHALL MEET THE APPROVAL
APPROVAL OF THE O'JNER DR HIS REPRESENTATIVE, THIS SOIL SHALL BE USED FOR THE PLANTING MIXTURE AS FOLLO'JS.
A. ONE PART HILLARY PEAT PLANTING MIX DR APPROVED EQUAL
B. ONE PART NATIVE SOIL
THE SOIL MIXTURE 'JILL BE USED THROUGHOUT THE ENTIRE SECTION OF EACH PLANTING AREA TO A DEPTH CONSISTENT 'JITH
THE ROOT DEVELOPMENT OF THE PROPOSED PLANT MATERIAL.
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING FULLY BOTH THE SITE AND THE BID DOCUMENTS. DISCREPANCIES IN
DOCUMENTS OR SITE CONDITIONS SHALL BE REPORTED TO THE OWNER IN WRITING AT TIME OF BIDDING OR
DISCOVERY, AND NO ACCOUNT SHALL BE MADE AFTER CONTRACT COMPLETION FOR FAILURE TO REPORT SUCH CONDITION, OR FOR ERRORS
ON THE PART OF THE LANDSCAPE CONTRACTOR AT TIME OF BIDDING.
ALL QUESTIONS CONCERNING THIS PLAN SET DR SPECIFICATIONS SHALL BE DIRECTED TO THE O'JNER DR HIS REPRESENT A TIVE.
THE LANDSCAPE CONTRACTOR 'JILL PROVIDE A SOIL SAMPLE ANALYSIS TO DETERMINE APPROPRIATE SOIL AMENDIMENTS <lEI FERTILIZER,
LIME, ETC.) THE CONTRACTOR WILL PROVIDE COPIES OF THE TEST RESULTS TO THE OWNER AND HIS REPRESENTATIVE.
ALL PLANTS TO BE FERTILIZED WITH AGRIFORM 20-15-5 TABLETS AS PER INSTRUCTIONS IN FERTILIZATION NOTES.
THE GENERAL CONTRACTOR SHALLL ENSURE THAT ALL PLANTING ISLANDS OR AREAS SHALL BE CLEAN OF ALL TRASH, DEBRIS, DR OTHER
NON-INDIGENOUS MATERIALS TO A DEPTH OF 3' PRIOR TO ANY LANDSCAPE INSTALLATION.
ALL AREAS SHALL BE SODDED 'JITH ARGENTINE BAHIA SOD,
1. A LO'J VOLUME AUTOMA TIC IRRIGATION SYSTEM, THAT PROVIDES 100 ~ COVERAGE OF
ALL PROPOSED PLANTINGS AND SOD, 'JILL BE DESIGNED AND INSTALLED BY THE
CONTRACTOR.
2. RAIN DR MOISTURE SENSING SHUT -OFF DEVICES SHALL BE INSTALLED 'JITH THE
IRRIGA TION SYSTEM. DRIP DR MICROJET IRRIGATION SHALL BE USED 'JHERE POSSIBLE.
LO'J TRAJECTORY SPRAY NOZZLES ARE ENCOURAGED.
3, IRRIGATION SHOP DRA'JINGS MUST BE PREPARED AND SUBMITTED TO THE ARCHITECT, FOR
APPRO V AL BY THE CITY PRIOR TO COMMENCEMENT OF 'JORK.
4. THE IRRIGATION SYSTEM MUST BE INSPECTED AND ACCEPTED BY THE
CITY PROJECT MANAGER PRIOR TO BACKFILLING TRENCHES OR INSTALLATION
OF MULCH.
5. IRRIGATION AS-BUILT DRA'JINGS, 'JHICH ACCURA TEL Y AND CLEARLY
IDENTIFY ALL MODIFICATIONS AND lOR SUBSTITUTIONS, MUST BE SUBMITTED
TO THE CITY PRIOR TO FINAL INSPECTION AND ACCEPTANCE.
6, THE PROPOSED IRRIGATION SYSTEM MUST MEET DR EXCEED ALL
APPLICABLE CITY CODE REQUIREMENTS. (I,E" BACK FLO'J PREVENTION,
AUTOMA TIC RAIN SHUTOFF DEVICE, ETC...)
7, SEE LANDSCAPE PLAN FOR LOCATION [IF IRRIGATION METER,
B. IRRIGATION SYSTEM SHALL BE DESIGNED TO MINIMIZE THE AMOUNT OF 'JATER APPLIED,
TO DR RUNNING OFF INTO IMPERVIOUS SURFACES. SPRAY HEADS OR NOZZLES SHALL BE
DIRECTED A'JAY FROM ALL TRAVEL LANES AND SIDE'JALKS,
9. THE IRRIGATION CONTRACTOR SHALL VERIFY AND COMPLY 'JITH ANY AND
ALL JURISDICTIONAL REQUIREMENTS TO PERFORM THE 'JORK.
10. ALL SLEEVING SHALL BE 4' DIAMETER SCHEDULE 40 PVC PIPE BURIED 18'
BELO'J BOTTOM OF PAVEMENT. EXTEND SLEEVE 2'-0', BEYOND EDGE OF
PAVEMENT AND TURN PIPE VERTICAL THRDUGH GRADE, OR STAKE LOCATION.
CAP OR TAPE THE ENDS OF ALL SLEEVES,
11, AUTOMATIC ELECTRIC VAL VES AND ISLOA TION GATE VALVES SHALL BE
INSTALLED IN AMETEK VP-I0 OR EQUAL VALVE BOXES.
12. MAINLINE IS TO BE INSTALLED A MINIMUM OF 18' BELO'J FINISH GRADE.
LA TERAL LINES ARE TO INSTALLED A MINIMUM OF 12' BELO'J FINISH GRADE.
2.
3.
1. DO NOT ALLO'J AIR POCKETS TO FORM 'JHEN BACKFILLING,
2. SOAK IMMEDIATELY 'JITH 'JATER FOLLO'JING PLANTING,
3. MAINT AIN THE ORIGINAL GRADE OF THE TREE BASE.
4. SCARIFY BASE OF PLANT PIT TO A DEPTH OF 8' MINIMUM.
5. DO NOT BREAK ROOTBALL.
4.
5.
FE RTILIZA TION
6.
SHRUBS AND TREES
ALL TREES AND SHRUBS SHALL BE FERTILIZED 'JITH 'AGRlFORM' 20-15-5 PLANTING
TABLETS AT TIME OF INSTALLATION AND PRIOR TO COMPLETION OF PIT
BACKFILLING. TABLETS SHALL BE PLACED UNIFORMLY AROUND THE ROOT MASS AT
A DEPTH THAT IS BET'JEEN THE MIDDLE AND BOTTOM OF THE ROOT MASS,
APPLICA TION RA TEl
1 GALLON CAN.
3 GALLON CAN.
5 GALLON CAN.
7 GALLON CAN.
TREES.
PALMS.
GROUNDCOVER AREAS
ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION 'JITH 'OZMOCOTE'
TIME RELEASE FERTILIZER AS PER MANUFACTURER'S SPECIFIC A TIONS.
7.
8.
1 - 21 GRAM TABLET
2 - 21 GRAM TABLETS
3 - 21 GRAM TABLETS
4 - 21 GRAM TABLETS
3 - 21 GRAM TABLETS EACH 1/2' OF CALIPER
7 - 21 GRAM TABLETS
9.
10.
11.
12.
IRRIGATION NOTES:
13.
14.
15.
16.
17.
18.
19.
20.
21,
22.
23.
24,
25.
26.
27.
28,
THE LANDSCAPE CONTRACTOR SALL COORDINATE 'JITH THE LIGHTING CONTRACTOR TO ENSURE THAT CONFLICTS DO NOT OCCER BET'JEEN
PLANT MATERIAL AND EXISTING AND PROPOSED SITE LIGHTING.
29,
PRE - INST ALLA TION INSPECTIONI ALL PLANTINGS MUST BE INSPECTED PRIOR TO INST ALLA TION TO DETERMINE PROPER ROOT BALL SIZE AND
COMPLIANCE WITH ALL MINIMIUM STANDARDS.
INSPECTION AND APPROVAL. PRIOR TO ISSUANCE OF A CD, THE PROFESSIONAL RESPONSIBLE FOR THE LANDSCAPE PORTION OF THE PROJECT
SHALL PROVIDE 'JRITTEN, SEALED, OR NOTARIZED CERTIFICATION THAT THE INST ALLA TION OF IRRIGATION AND LANDSCAPING HAS BEEN CPMPLETED IN
ACCORDANCE 'JITH THE APPROVED PLAN. A SITE INSPECTION 'JILL BE MADE BY THE CITY TO VERIFY COMPLIANCE 'JITH ALL PROVISIONS OF THE
DEVELOPMENT ORDER AND THIS SECTION. FINAL APPROVAL IS REQUIRED PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY.
30.
I-EkiWT
~ 4 ~t4I.. o~ >-
- ., ,..gij
:)
I"IJL.~ '" ~ 61B"l6
~
- '" ~ LA'YEJIt
FERTILIZE1lt TAl!LET6 A6
6fDECFEP. fIILACS LtlPOIlI"L Y
~ ~HAM
eETIIEEN MIDDLE AND
I!5OTTClM ~ IlIOOT HAM
~..:;.-~~~
r~~'" .
~~; ':.!':~ !~~
... .......,..."....
.1 4 .V~
'".lo'I.:-'- .
r::~"'~'. lJ
,...~. ...
IDIIeDAIIilED I'"LANTINI:i &oIL
~~~~..
l>i.'~~~~'
~~;..," ..~.
r"- ..,
I:.,::~;a..~~.
~:':-r) .~
:;:~.:~.~..:""':...
~
EXI6TINci 1.N:l161\.MED &oIL
, TO & TII"E6 W1Dl1-I
~~
SHRUB & GROUNDCOVER PLANTING DETAIL
N.T.S.
NOTES:
1. AlL WOOD SHAll BE SPRUCE OR PINE-NOT PRESSURE TREATED.
2. CROSS TIES Stw.l NOT CROSS OVER WOODY ROOTS.
J. REMOVE AlL STRING c!c/OR WIRE WRAPPED AROUND TRUNK.
4. REMOVE AlL STRAPS, ROPES, WIRE. &/OR STRINGS USED TO UFT THE ROOTBAlL
5. REMOVE All BURLAP to/OR WIRE FROM THE TOP OF THE ROOT BALL.
6. TOP OF ROOT8AI..l TO BE SET 2- BELOW FlNISH SURROUNDING FlNISH GRADE.
2"X2"X4' STAKE X
I I
2"X2"X4' CROSS MOABER --...... 18,.,1N.
\\\
2-2.S"DRlWALJ. SCREW5 X
ELAftTJ; Tlft TE
.;;.11. J~~~ tL
~ .. SP--4
~ 5ll clt 1?- - It'll
_ ill _~~ ~ ~ r lIIa..... --....
~~ ~~
~ ( _ ItLTHTD1 ~
~ '!, V ~ ~~1S, ~n:: :;"~T0t6. 11UI(6
NG ROOT ~
~ ~ (
a ,rl. roo / ROO1'BAU. ar OONT'AIU GROWH ~
~1/ ~
3.-". fAIm1 UUCO
~
4ll~mjHl
llimillimrlliimr!!!imilln- -fIT = =m:.....
=111=1 - - -I.
1
ZX2 I'IlE 6T~ Ifi / U.
3ro~ ~
Dlf>>1ItG 60L
'. <t
::,
00. .
...... .
~.:.. ..
", I.
.. .
. ..... ':
!f!_111
lli~-
~nI!!!mllim-
~TJ!J' 111=111= .11=111:111-111 II
w= 1 II-I II if
=
~.~
.' . .
'0' .
ax
TYPICAL MULTI-STEM TREE PLANTING DETAIL
N.T.&.
Vi' ~~~~
"?" 'f.$lti!>-J M~ ~ ~ It.vr.. ~ A
o >l! 1~1IIl ~~.... ~ rl-:;"--("-=- .~I ~
~. ~}; ~~~V:'t~j lJ "#;~~Tb
o ~~x,'~-" ,~~~.r
..-t... .~~~ ~/~~(~~l'~~-Ltf~tw -E1t~..
~ ~~~..~ A -~I",.~-l.;; ;;Ift-!\.: 1;J.}s,'
@~ A.-~ ~ -'-AI !L~~~ .LM.AI~J
l! ~_~ ~1(}~ tC I:/~!.~~;J( }!;'{J/~ ~ ~},
~~
oc. "'''''NO ~
ALL~
TO !!!IE 1llaANCilJLAllt epoACINCL
lEE .-LANT LI&T FOR (Ot;,) epoACINCi.
"" MN. 8ETBACK FOR 61 ftIIlI e&
.~
!lACX OP CI.IeI
!!!lED LItE
PLANT SPACING DETAIL (SECTION)
N.T.S.
5~AD
'0
'Oo. 0-
~<:1
o
HEIGHT
'0")
'0 ~
~ -
y~
J
b~
it <:1~
. 00
<:1
'Ad) 0-
'?"
Ql).
~,
~ ~2"X2"X4' CROSS MEMBER
~rrn y
\ \ J.J
MULCH 3- FROM TRUNK
MULCH 3- DEPTH
TILLED AND LOOSENED
NATIVE SOIL BACKFlli.
FERTlUZER TABLETS
1-$ SPECIFlED. PLACE
~!UNIFORMLY AROUND
ROOT MASS BETWEEN
~ \ ~ MIDDLE AND BOTTOM
~">.,,:,;,,. !:!:I_ OF ROOT MASS.
. ; - ..: ,.- , ", m rn UNDISTURBED SOIL
, :"~KI
. .': ~. ...' ':~~[I]-: 2-2"X4- STAKE W/
TI - T T tI mID LONG TAPER MIN. 18-
_ INTO UNDISTURBED
SOIL
o
..
~
~mlliT';>~'~'':'::<:~.
iTTl t;~':'",.,:'.....":"."'-"..
mill ,',,'. ;""-"'~
-" ""''','
TIT . ,,:;e"l,~:' ,
. ~ ',,,, ',-. "
. . ,",
~ ~~TI'
-=-
J.- /
:Y-
TILLED AND LOOSENED
NATIVE SOIL BACKFlli.
2"X2"X4' STAKE
3 TO 5 TIMES THE WIDTH
OF THE ROOT8AI..l
TREE PLANTING DETAIL
N.T.5.
, " 0 "
~ 0
.....
0
..... l")
I 0
l") "
00 l")
0 ~ N
0 "
0 z .....
.
0
z
-
0 Q)
Q)
c .- 0 Q)
0 0 -
i L. 0 0
't: a.. Vl c
jl /
"
'"
N I N
....J a.. ....J
(II V> (II
U
CD 0
+- ...........
0
Q "'0
C Q)
.... ci ~ c
.. ", N z .2>> 0 ~
en CD 0
SUO!S!^9~ Q) ~ L.
C U C
\..
c'
Q
-"
ex:
o
". -'
....u.
z ..
w-=
:&'J&.I
ex: t-'t-
w ex: <-
...C~
Ca.a:
~wc_
cow-
ww-'
-,::::)0
o 0 ..
u.CI):U
oWw
a: a:
>0'"
!::zCl)
OCz
-
w -' N
a:~ tJ\~
- Z .S
. c::
U.c Oa
a: !:a::
~
u. .. ti
~]
o !: E
.. a:: ~
CD w.~
~~~ ~~
1~"'~ (;.~
~~~ ffi ~
"!I/~~ > ~
. c( e
m~
tJ\
C(.S
Q.~
:IE.s
tJ\
c(~
t-....
's
(3
fI
......, CD
~1i
\ ~ Q
,N\
S~\'~ f'
NO.
CD
a::
..J
l&.
ONIX)
~~~
1')0)
CD I') .
~ ~
:JCN
lJ)-eN
"t:.
...:01')
I~iii
... -
"'cx
lJ) a. 4(
ClELL.
C 10
Et-~
j 0
o
~ :.
N
N
.
I')
....
IX)
,,11111
IIII
~
0)
N
....
w
:)
()
en
W....
a:lt)
"- .
wO
a:Z
-
LLz
1-0
eni=
We(
3:1-
:J:en
I-
a:
o
z
&
I')
o 10
Om~
I')ION
CD!:;"
~I')x
OJc4(
-eLL.
cD"t:
0010
c~o
- 10
a.. .: I')
~ CD .
~... ....
lOCI')
a...1O
... .
010"
IX)~N
I')U"
en
...J
-
e(
I-
W
C
w
a.
e(
()
en
c
z
c(
...J
+-'
U
Q)
.-' Q)
0-
L~
0...1-
+-'
Q) Q)
Q)-
...c:~
(/)1-
\..
.
Sheet No.
~
C-12
/
(.9
z ~
z Ol
z co
Ol
~ L[)JJ
a.. Ol(\JN
I ~ if' f'.. ,_
I \0,1 I .n
(.9 () ~ ~\,.:
ZW(l')(\JCO
[t~t~
WJ .X"O
W(f)[(<{5
~ ~o LL tJl
(.9 I- ()) . E
z(f)[(U;co
WZ<{Ol=
I ~ I 9'~
w~~~@J
~L[)Wf'..CO
I-(I')U.A~
OOl<{f'..:>
W (f)~
I- '-'
I I
o a..
[(
<{
~a=
UJW
~t;
g ~~
:; i~
.-; c.t:!...J ,-
() Ice
r::o :c
:J.J ~ u..
.1. Qz: Co..-'
.z~
! <J-' ::
.Q.. c:z: C'-)
59 c::a c:z:
o
w
>
-
UJ
()
UJ
0::
C'-)
~
AnMIIIl
M~
If.,.- """
.~
~,
r
(jl() CJ ,.----,
~ ~ ~
T JJ
,11-.'111- 1D14
rm:::r 'tm:::J
0,5,
.....
(jl ()r CJ
b ~
I '
'~~I '7 ir?t
1 illx 1\
r---, I CJ
~~
~ a:JY3
I". 1
---i
I
I
em, J CJ
~~
DClU
I-
--
'----1
~
,--
f---
i (lIX 1\
I i
1
: 0
1
I
1
I
1
1
I
I
1
I
I
I
I
I,
:!lCO
1
1
1
1
1
I
1
1
1
1
1
I
1
1
: 0
1
I
1
I
I
I
1
I
1
1
1
1
:~
IHD~
IJJL.J
c.
a:8ID
I.JL.J
;1 = ;=~=~F ~
r\ LU ~
<;&> :T -IV (
-<!>' d? lL!V.~ __ ~ I
lJLJ I~~ #
,
~'
Jr~)
I I [J
."..., '------,
-
f--- ~ \\ 0
~w
rhz
L llILJ
0111
~
Ii
~ a:
i=; ~W
~ ~:::)
U) g;&l
~~~~
u.. Oars
'= LLW
V" OS;
~LL
o
D~
...
-'-w
t><]i; mr'--;
i:i Iln l-" .. )91..,
. 1,1 UU-....I ...I: \...:.)
7~
r- J... II 0,
I I [:
I
I
!
fBIE
lJJLJ
(
~
6 n Ir L-J /
7 \ / \ //
/ \ / \ /
/ \ / \ /
/ \ / \ /
/ \ / \ //
/ \ / \ /
/ \ / \ /
/ \ / \ /
/ \ / \ /
/ \ / \ //
/ \ / \ /
/ \ / \ /
/ \ / \ /
/ \ / \ /
/ \ / \ /
~ I'll !Ii:'
~ I , I "
\ / \
/ \ / / \ /"
/ \ / \ / \ /"
// \ / \ 0 / \ / ""
/ \ / \ / \ / "
// \ / \ / \ / ""
/ \ / \ / \ / "
/ \ / \ / \ / "
/ \ / \ / \ / "
// \ / \ / \ / ""
/ \ / \ / \ / "
/ \ / \ / \ / "
/ \ / \ / \ / "
./ \ " \ " \ " "~I
r--7'1 \ / \ / \ / ,
(NIC~ I -l CO'U~TER-HGHT \ / _ _ _ _ _ _ _ _ _ _ _ -)_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __,
,CABINET INIC) - - - - - - - - - - - - - - -x- - - - - - - - - - - - - - -x-\ - - / \ /1/ ';ii
~- - -1- - - - - - / \ / i.QI
'( 1 / \ ~\ / \ / ~
:"~ / \ \ / \ / D~
1 / \ \ / \ /
: I / \ / \ / \ /
: : "" / \ / \ / \ //
::" / \ / \ / \ /
,-___...J " / / 0 \ / \ /
! "" / \ / \ / \ /
" / \ / \ / \ /
( "" / \ / \ / \ //
" / \ / \ / \ /
" / \ / \ / \ /
" / \ / /
" \ / \ / \ /
1 "" / \ / \ / \ /
;Z " I '~ 11 "'
-. ~ I' ,',
",rw.- \ / \ / \ / \
~IYl / \ / \ \
/ \ / \ / \ / \
/ \ / \ / \ / \
// \ / \ / \ / \
/ \ / \ / \ / \
/ \ / \ / \ / \
/ \ / \ / \ / \
/ \ / \ / \
/ \ / \ / \ / \
/ \ / \ / \ / \
~ /' \ / \,' \ " \
/ \ / \ / \ / \
' / \ / \ / \/ -"" \
/ \ / ~\i.. , n
~~ U 9 u
o 1\\.1
UL.....J
[0>>
n
1 U
~7\
\ / \
\ \ / \
" / \
" / \
" / \
" / \
PRE-MA~UFACTURED GEAR / \
S T AORA6E RACKS (N.l.CJ / \
, / \
, / \
" / \
\ / \
'/ \
'/ \
, /
'.
-
1.11I I
ua......I
-
I---
(
~
1
1
1
1
1
I
I
'--/--- ~
1 1
I I
: I
I L__
1
1
1
1
1
1
1
1
1
1
1
CMSD
IJL.J
vi
--------0-0:
~i
o :
I
IV
Ui:T
ID
Do
(~
"K. ~ 11]1
~
r-;- - -..:::-..:::------------1
1- - II
II II
II ~R~I
II II Iii
II ~
II I==! ~i
:~-~~O~~O
,~
Jl
II aRE
lJLJ
:
1
u-
........ fI ......
rv-~
~ ~
n
~D
F=
i~
!~
u:r
Ui:J
.... .....
......
r-
~
!II
~
~U
~ \~
D m L0J
Dol ~~ ,~
lILJ m I ----l~;---:-J ,- J.
-~ [DJ <0 - ~I
~~tjLU m~H
~ 1a...J~ g
Sf
~
MIDI
I:iLr
AII....J
/
CABINE
_(iN
l1LJ
I
I
I
I
I-U
:~
:()
, I
1 I
: I
~ - :=t=
I
I
1"""""
.
BlC'JaIIiI
I.JL..J
liD
lJL.J
0t4
l.uL.J
O~ w.
~(!;l
..c
I"
T
D~~
M
VWJ
.... fllINIIlII
--.
.... .....
:1J
....
1
: ~
D~~
11:0
['
I
~
C
~
I'------
~~ I
.!
~
II
II
I
II
I
I~
.1
.'
d
-
I
.1
I~I
\,--
WRK
BNCI-
NIC
(
Jo H.tDEr LI
lD~(
t8~
QQ
1-----,
I ICE 1
I "ACHIItE'
1-----1
1 1
I 1
1 1
1 ,
1 1
.....
.....
a.-
o
o
.... .....
Qb]Wbd
6i,
FURNITURE
PLAN
~
0.5,
0,5,
1D\ ,..~ ....,
0IMr fINJ ....,
.....
FURNITURE PLAN
SCALE - 1/8" = )'-0"
... ....
F1.0
.... fI ......,
~i':.:~
\.:: ...." 'i.'..,:':"
;0
o~
~'j
~~
~!5
~~
:~
~z
0"
~~
~i
~2
3-
Ii':;
f2~
~>-
~;
dOl:
I:\~
!is
l3z
~~
gg
~~
"1=
i~
~~
~~
IlIb
~~
f!E~
ci5
~~
..;
1i10l:
1"i3
;~
0'"
1"'
i'i~
Hl
~~
'"
h
~@
~~
If,!;
""
~~
~>-
~~
~
~::".~:/,':,....
1-',,;>,:,- .:.', , :..;.;.:: .' .;;)
...-:::::::::--
_...-::::::--
.-:;:::::. ;:.-
~
_.....::::: -::;::;:-
-~-::;::.:::---
.-::::. ...-:;;..-
..---::::::;::;;-
~ 1fr ~~~~i~~~~~t.~f!~tt~;1.lt'l~: :~i;1~wht1~~t!;If!~i<~r~ ~'-
, " . . .. _ .... . . ,......... ,'" ,:~~g~i}!f~:L~!fiii.~~~ '1.\i!{''!..:i:c~!;-.o/~(. .:!..~: :.~)'c ,. '.." ". "., .......
__ ~~.ff;;~ ~ < ~~*'1"i&~~r:iit~~ $il!!f,lj.ffi}g:iffi iiMfr'I!iii<IF,illd;'i tf#~iiflPJi~i1P&Ji1gjil!l~~ P.
--::;:::::. --- . <; . "~\"<'\~'~Sr '~i:' (0"]:'('>"'>' 'l"I""" ,. 1"- (,....... ,.\) " .'. .,., ' ("J~'l"~'" J' ""W!""l,,'" '" ~.. :;';':.<>/.\:.' .~ ~ ,'" ...~: r>rl1"<
~? ~~{~.m1:1t, J~*~l ~~~~t:. t ~.~~~~~~:~{!$t:~?~f!!J. (:&~~,~j'~:(~~~iR~~g~WlJ:f.t~~~I#i~1~tf~~~~~lt~~ .~;tiil~\ ::l~~~z~{~~{~~lk~~.ttNfJ~~~ol}~~~,':q~. ~Wi~~~~g~jj~tr~i~~~: U~\ R~~{lt 'i<
',.... ......... . . . _ .. .... . ". _. .. .." .' .... f: ,
~~i'::';<' "~'i";: I) "
Ii "OiJI'JiYfl/i'.'Ji._ i ~ ;
. ~..::'..,".',,_:,::::,:,,::,:.<-..,.;.,: .....':,",i'.", ,~:,,'}:f'. ~ If-'
-
-..:::---
-~-
r---::~
-:::::::::::~~
-.....:::~-
~~~~
Q
....-:.-
_ __ ,r----.,
....;:~
r""~_
-~-
,..;-
.1.~~...'i: ':(:~~{Y:.lgpj~
'r(t~~'t;. 41:~:fSJ.(8.,~l.
,C/...t') ':0.:''/'.)0':-
gffi(~ /t~iH~.:f.:;:~
~15"", '.''';''1''/,"''''
':1~>.:.J~' .'. .,'j~ -:7.0
.~=tgff ;'~~:)}I~~yg.g~:
".!1ti1-P ~i-,-:';""
.~~:..tt, ',' ~.. "
8{i:W\"'.\.l}"
JtW1~ ~~l11{
,. l'- .;.....J(..
-
I I
I
..... :;...
-~--
I I I
,..;-.
~---
IIi
II
_f:::::1
~ ".
I
I
in
. .
Q
,,',t'
, "
'\:',
I
WEST ELEVATION
SGA.l..E - liS" '" 1 '.{)"
Q
~:::::::;:.-
.........-::::::--
--
_--::::.-::;::.;;.-
.........-:::-;::::::::-~
- ---
......~-::;::.;;.-
~-::;::;:-
''''f'~O'o:>:,~:H::,,~'>).: ~~ ::::---_
. a;{~~l;:/i~~~I~!~9$'ti1~~m.~ ~
i:';'~[<f.~~~'NfI6:~it:i~~ .....
~
....~:::;;, -:.".
..... . ~:I,;{;r..i{~. -
I ~;..-:::::; ,,,.~_........ ,"'Ao,a'
~ ...........~... .,,,..
----
~
-=""-
...... !~. '.::~~
~(:
-:;...
.-~:;..-
:,~J...~.~L1.!~~f,~f~;
~~'":\~.t}~......
>>~itif~? ~;g~~ :~~ ~~1t~~/;~?<<~[t1~
"""1)..:-'\\'11 ",,.i;.~'~ . ),'ijjf:~./:'o'rj,.,.'?);
<.f(v.1:.'J."~"h"",;t ~~~..~~:~~J i., ;:r);':"f.;,r':w~\'~I~~'-
f-,:i~i,~ft.~$ l~."1,,'.l:;'N () ,;::!,p,:.~:S'(.~i~~f{~...<l
!~~~.5~~1.~' i.~~:g~& ,.
'::.
'.' ..;I"" "
.:.,~ :r.o.:.:'"t'
S:!;i;?~~t:'t~C;;iJ~i.!(I'~:ffli!l.'r:.[!g8~.i
{.\~i~~~\.J:'~s'WI:~~:i{};jN:\~:
;),:".~
~~1.t:~.
2M.
:'!!.'';"?
i. :,~~':~f. .,\':::Rl''';.,'.',~~
A;. l):-....:;...," I(Jl}~J;l,1'\t~
;~ ....,.,!:..'.,.,.c".:~~:. --r--::::~~
"
it" , J.~~~*;~i;7"!i
Ii: . .'.~~~:
J) ~rJn
..,::.j. 'fjf1:[ir JZfi.-.::"~'> ;'
. .~~~~~~ .~~{\ (.:\','.,. - '.\"':'
.-
-:;...
.-~:;..-
~
~I
.-~,.
:;...
. ,r
",
""0
1':,"
~.'
j:;'l1';Y' '/:~:..)~.~~q~-:
W.\-t.}<h;b1:.i~(
,.~'. '~!:l~<'.(Oi",,~"~.:!.:.r. ..~
;;::
"~.),,!?:~.,,:
fjlHJli~:t,
j~!:)~i,:~ :-Ri
~f:6~t.,)~\ ~:\;.
I I
I I I
I I I
:. ,::.,;:,.>:,,:(,:",:,;,:..,,;'
..:,:;';:;.:. '-"
/~~
:';'; ::.::-J:7\~:.~
.'
;.:.. ~... ~
,.';-':"'. ,.r.....:.'
,,", ....~. I . :/'. .' ...... ^, ':- ~ ,":
~. ::;-;:.:> ,.
_I
~
~
Jill
I~III
~IIII
~ ~l_~<rLEVATION
---
--
--~
~~
:/::--
~~ ?
;:.-;::.-?
:::-::;;-
~
-....::~
~
-::::::::::-
~~
---.:::::
-.....::: -....::--:
~
;;.-::;;-
;:.-;:..--
;;.-::--
;:.-;:..--
;:.-::--
~/C--
lMt14I
/.::.::...:~
.....
~
:,;..\,"
,\:'::;
:;.:....'.>."': .'"
., ;........: ..~:.;.:
:"'\:',"::'::"'::"'.""'-::;:":::.'.::':
....:
':"':'';;'" "
,{:,'{, /"i:its · ,'.
;;.-::;..-
,.---
~
........ .... .:..
----
::.:,.,
'.!
\,:.
'j:
,:::':
'1! ':"~_ ;::::;-,
-:..'~.;.':.."...:.;.~
:;'.:'~.-1"'"
--
T~i"':'~
~~;.
~
: '.:.;;>,:X;. ~
~:';:";':
:::;};::.
...);.:~::~:':'~., j~if~n(~~_::~4 .'t.~fi'1,~.*t'.. ~ '.l:~ti.~1~~~) \~,. ?i~#'i'~f1.~~Jl4~ I
, .. '.: '., -'c.<~:rj .,.', . .P.i-, .'" "'"",,,."
",:.,';.: ,'.;': ~~d.{~~~~:<" ~:~.> ~1~(f~:?t.{1{~~'.
.::; .":..,'" l....:'~"'.;,;..~.:.. "'{O'.a" ~ . ....:;J.. . ....~... .". '~.'.. .
0_ \\,'
0_1/:
D B/
!
=
iIIl
-~
~,_n!"I_;"~~~t
,',":'t'!C.')S;t.., ,;-:'. i'g:'::I: ~ Ill..;,,:~.kl: ~~..t>,~~!$;.' ~)t:.:'f','.\;?":~'~..
", .... . . '. . . ".F.-. ..-t~., ... ., .,'....
. . . .... . ...... . .. ~,..... ":;' .,1- :'... ..1..,..; \ (,.. :(.~ ~.. \ 'f; . . .........
/.'::"'::';":;:';:;"i;
:....:.;.;'
.. ~.....a' .... '. .....~: ~ . '.l \:' :~...... ....~... .'~l'..': : :' t....~(.)f.';.: .~ ~.,.
:::;-::';:';,.<.':'~~ I:':'; .".:...'." ,.....,.:',;::..:.:. ~-;.
: ~.~~.....: J.;.-: ~?,J:,
),'.;
. ,,' :": I :' ~
'.' '~..'. ;
---
..
D
D
[J
I
NORTH ELEVATION
SGA.l..E . 1/8" = 1'.{)"
SOUTH ELEVATION
SGA.l..E - liS" '" 1'.{)"
o
w
>
_.-..
UJ
()
W
0=:
1/'.~n
.. ....)
c-<'")
=
=
(""'-..
~a::
Ww
~~
~~
Qiil....J
&SO
~~
C=J!~
~Ul=
...... ~
ex
,--1
co
U..J
, 1
v:a
.....
to--
c::I:
I.-.)
c:::t
v:a
cz: v:a
a c:::I c::I:
.....
..... 1_
No -..
.-.
....
Ie
~ a:
~ ~w
~ ~::::)
~ g;&l
g;~~~
LL 0011
ti LLW
Oa:
f:U:
o
o
z
........ ., .......
...
.....
.... ., .......
...
.....
"-
a.-..
"-
...... ...
........
(D
z ~
Z en
Z ro
~ U1~
CL O)C\JN
1 ~ ," I'- '_
1"'1.0
(D()~~..:
Z ('I)C\J(1j
iI~-lt:,~
WJLL.X'O
W(J)a:<(C
~ ~O LL ~
(DI-m -E
Z(J)a:""(1j
WZ~~=
1 <(I 9'~
W~~~@J
~U1WI'-(1j
I- ('I) LL )... '0
()en~l'-~
l.U (J)C\J
I- t::,
I I
() CL
a:
<(
I
I
!
....
ELEVATIONS
~ ~ .....
.... ~ .....
...
.... ....
... ., ......,
A2.0
~
Vl
W
L
o
-.D
(T)
"
("')
o
-
(T)
o
I
-.D
-
I
(J)
.
~
""0
C
~
o,J)
Ui
o
ru
SECTION 3
TOWNSHIP 29 SOUTH
PINELLAS COUNTY, FLORIDA
RANGE
15 EAST
.
.
~~'~ ,.~ '--
" "~ ~'\: "'" ,o,~" "
'- oS fji;tJ. ~ '''' "
8'METALWAL1.~~~ \,,'0'0'"
,'0 ~ 0 ~
,,'0 'bo, SCIR ~
)( .P #
. " ,..~=,.j I
!.l.J '0,<>'0 I
~ x" I
,^ ~ I
)( ,~~~ ,'0 "'"j.... ~
,,'0'
x
'"
,'0'
..J'
,0,'
x
/ '
J '\.'\.
'0'
,
,'\.
,'0
~ ~
~~
~} "~~ x
" ,,0,' '0"..,0,
x ,'0' ,'0'
oBFP
o HB
oS
WM
.
wv
C?J
.QF,H
eGV
oB
ICV
l><l
~..
<fl
,,0,
~
,"
0,'
"
x
o
".if
~
~f
o:~
'0/
o
(
~
'~
..,0,
,0,' ...'"
,0,
.
')::::
*-- ~'
FPCMH
o
FPC Ped
o
GTEMH
o
o GTE Ped
oConc.P,
OP.P,
OL.P,
t\.
~
.j:>
0,'
,
}(
"-
,\0,:,>\
,\'O~
~
'-
o
"-
1 5'
~
,,0,' .,":>
,0,
"
CTV
o
~
E-
/
/
(
~
~~
,0, BOX 0, ~'\.
"
"
@
"''\.
,0,' x
,,'0
,0,'
~,o,~"
~ ,o,~" ,,"'0 ~
0,'IX ,,0,
, \ x-i'
>L ,0,'"
~ J< 0,'"
0, "
"
~
~-i~
~
~
,<>'0
,'0
x
"
~
'"
~
A'\.
0,'
,
,<>0
'0'
,
l(
~
~
",oo"~
..'\.
'),~
~
~
~
'-...
o
~~
~o
~
~
, ~ "'<
~
~
~
~
"-
"
,,"
0,'
"
x
0,'
'0'
,
X
~
LU
~
C")
8
~
"
~o
@
PROPOSED BORE
HOlE LOCA nON
8-\
0,"
"
32'
N sg:J6'O
==i1' = =
,0,'
'<
---
----
,,'
,0,
x
'0'"
,0,
o,'\.
,0,'
x
~
..'
0,'
,
x
CONCRETE
~~/
');
y
/
/
/
/
/
~;p
J
,0,
~'
)(
cP"(L~
c~
~
""
~
~
~
'0"
0,'
,
~
o~
@');
COVERED
CONCRETE
~ ,,:>0,
'@yo,.
PROPOSED BOR.~ @jo,<O'
HOLE LOCATION
B-2 \
I
L
--LAHOPr UNE.:..-
o,.'f
,
x
PROPOSED BORE
HOlE LOCA TICH
B-3
<0
'V
..
,,'"
,0,
--
COVERED CONCRETE
00
N
..
ASPHAL T
o,'\.
,0,
@
PROPOSED BORE
HOLE LOCATION
AB- 4 '0'0
,0,'
- - -'b~ ----CANOPY UNP- - - ~ - -
,0, ,0,'
'.
o
/
LEGEND
Back Flow Preventer
Hose Bib
Sprinkler
Water Meter
Water Valve
I.P.
· Iron Pipe
I.R.
· Iron Rod
PN
· Pinch Pipe
N&C
o Nail & Cop
N&D
o Nail & Disk
PK
· Pk Nail
RR
· Railroad Spike
S&T
o Stoke & Tack
CoM,
· Concrete Monument
a.. BM B k
'lIP Eiev enchmar
... CB.M. C t'
_ onstruc Ion
PLS
LB
CONC
R/W
( TYP )
I.D,
U.G,
PO,C.
PO.B.
MH
FO.C,
ASPH
D/W
F,F EL,
(F)
(P)
Fnd
#
PB
Elec,
S,C.L
Fire Hydrant
Gas Valve
Bollard
Field measur~d
Plot
Found
.:l
UJ
..., ,
~
--
W
U
w
0::
Number
Plat Book
Electrlc( 01)
Seaboard Coostline Railroad
SL
r
<i Centerline
Irrigation Control Valve
Florida Power Manhole
Benchmark
Florida Power Pedestal
. SCI.R, Set 1/2" Copped Iron Rod #4513
Fe,I,R, R
. Found Copped Iron ad
o Ook T<ee
:::j}ff: Pine Tree
Y Palm Tree
o Bush
Telephone Manhole
Telephone Pedestal
Concrete Pole
Wood Power Pole
Metal light Pole
Guy Anchor
Coble TV BOll
Professional Land Surveyor
Land Surveying Business
Concrete
Right of Way
Typical
Iden tlficatlon
Underground
Point of Commencement
Point of Beginning
Manhole
Fiber- optic coble
Asphalt
Driveway
Finish Floor Elevation
GRAPHIC SCALE
20 0
~
\0
20
I
( IN FEET )
inch = 20 it.
Monitoring Well
LEGAL DESCRIPTION
That part of the SW 1/4 of ' the SE 1/4 of Section 3, Township 29 South, Range 15 East, being more particularly
de8Clibed as follows:
40
<:'Y'O
=
=
c-......
X;,
,--1
::0
.J.J
....L
1
...
..
.!
i
1
t'l
~ .!
o 0
,0
6
.. .., N
o
z
$UO!S!^~~
i
Z~
>- !
wO
>1=
a:~
::::> (1) ~
CJ)wj
>-Q;t
([LL~
<!til
~ ~ ~
5 ~ ~
mo
z
Commence at the SE comer of SW 1/4 of the SE 1/4 of said SectIon 3; thence N89036'07"Wa distance of 68.91 feet
along the South boundary line of SW 1/4 of the SE 1/4 of said Section 3 to the Point of Beginning; thence continue
N89036'07"W along the South boundary of SW 1/4 of the SE 1/4 of said SectIon 3, a distance of 431.00 feet; thence
NOO.23'53"E a distance of 318.19 feet to the Southwesterty Right-of-Way line of Ovemrook Avenue (C.R. 560); thence
S53026'09"E along said Southwesterly Right-of-Way line a distance of 507.23; thence 28.65 feet along the arc of 8 curve
to the right having a radius of 161.45 feet, and a chord bearing S48021'09"E, 8 distance of 28.61 feet to the Point of
Beginning.
CURVE #1
DELTA:
RADIUS:
ARC:
Containing 1.59 acres, more or less.
10"10'00"
161.45'
28. 62/DESC
28.65'/CALC & MEAS
CHORD: 28.61' (MEAS)
BEARING: S4r55'51"ElDESC
S48021'09"E CALC & MEAS.
NOTE S:
1. TYPE OF SURVEY; BOUNDARY SURVEY
2 LAST DATE OF FIELD WORK JANUARY 9. 2003
3. SURVEY CREW: ROB ROGERS. JR,. DAVE MUNROE, DAN MciNTURFF, DAN LANG
4. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT
AS SHOWN,
5. BASIS OF BEARINGS: THE SOUTH LINE OF THE SW 1/4 OF THE SE 1/4 OF SECTION
3- 29-15 BEARS N89'36'07"W( ASSUMED),
~
" ~~:i.' ~ ^^ "
"".> ~ ,(
~~ ~ "
SCIR '" x"\.,,~ '\ ,~ of'
-- bX N 89'36"07" Wy' /' - ?8.~ /~
'\.' ~ \ PAINT ---~/ /", ..,~
x \. STRIPES' < / (/ ~
",'" ".. \. '\. (/.-;/ 4 '
'V' ~):\ \. ,\oo,o,~,~ '/ /7/1
AoRNY CORPS ~ ,/ ,o:>y )
BRASS 01$1\ \"",0 ,'\./ //;
BENCHMARK 'PC-4' '\> /1
'/ ~
<" I
\ '<1 0"
1'\'\.
o ~.
,,,?9~t
. So 0,..
0+ ~
/~:;..
"9& </;,
,.0 (!l
9-
<J'"
~
~
~
"-
~
"\." '-
~
~
~
'-
~
'\." 0' ~
'\.'\ '\.?
'\
.fl
'\'
x
,,"\.
re'
FIR 1/2"
1.78'S
0,82'E
-- --;;.0.8
UET AL FENCE
SOUTH BOUNDARY LINE OF THE Sw
1/'" OF THE SE 1/'" OF 3-29-15
~ '\.0"'0,
x ~.,
,\0'
0,"
,0,
~
,0,
--
;,.
, - t.l[ T Al..XfENCE
- - -0-
SCIR
CHAIN
UNK
8' CHAIN LINK Ft:NCE
1 (LAY
WOOO f"'ENCE
8~LA.r.-
=~--
'\.0
)(
= = = ~l:::= - = F = = = = =
SANITARY MH./ "-"'.r-\ Ir- ,,",');::-, f\" I )::-'" I I r-I 1" I ,.::,
RIMo;20,4S' :; , L_ " L_ I""; V I"""':' Ii L_I \7 j-j I ..;
INV,~E)=16.51'
).... ....)1 ^, '~f\f\1 / ~ 1
INV,W&1643 I L,nl L-:vvr\ ...:>r
--
--
--
--
)(
..":>
0,'
,
:.<
q,'\.
,,0,
x
,;.
,q,'
x
0,'"
0,'
"
CD
ill
oj
~) ^ 1'\ r:- ..., ~
I I\,)L_ I ,,,
'-
L~
I r\ 1" I,
L, V 'V f\
, ^ I
1\
-,
I
~
vi
..
~t
~
'/
'-
::1
=il~
'--.... SANITARY MH
RIM"'21.86'
:. ~ INV.(W):=18,34'
I~ INV.(S)=18,70'
v
x
'\,.q,
'\.'
'\.
.,
1
-5>
~'
.;.
~.
\:)'
"\.'
~ >- ):"
-< -<
s ~
~I
o~
I a: .:
~1H
'\.CI>
'\.'
11.R,
,,"
/",,,
FAIRMONT STREET
~ ASPHALT ROADWAY
...
').'\,. (60' RIGHT-Of-WAY)
x-
p.ac. - FI11/2'
BE COR1ER SW 1/4 BE 1/4
SEC3 7WP29S RGE15E
",'"
'\.
'\.
~---
//
/
I
-
-
..'b
'\.
I
x
~~jO~Q ~
.~ ~o;ti
-gVl >
5 ~...J~",
""o(O(I=~
i.coZ-< ~I'
.c-~ge=
l-VlVl .
~ i: 8Vl~~~
< ~W~Ck:~j? I
<..> .C)~Q. <I( i
G: "'0 ~ Z <I( ...
~ ~O~~~:
~Ck:~ o~~ 5
~ en ~ ~ .0..... Q I-
~~gl~~ -
(/) Z - ,... -. '
. ~oz ~-""'l
O:::_Q.i-c.:lf"4 ~
o t3 .c ~~ .
>- -Ck: 41~L ~ I
~ ~ >-s~~-v!_
0::: E UI~ g.g i .'
(/)::) ~ l;, Q; 6 :e
--" "~
~"'OE."(/)
u C S ~
ii~~ilg
~.2is~~ .J
.c,-o~Ck:,- II.
_ ~{;i_~ ~ 0(
C,)
~
~
r-
c..?
Z
~
~
~
>
~
~
r.n
o
n:::
<(
>f:::
Wc.D
-..J~
6t"J
CD
(f)
W<(
::::S::-..J
<(u....
--.J ~
1-0:::
(f)<(
W~
n:::(f)
00
LL-.J
o
o
Z
j
~
r.n
<
o
u
z
::::>
r:n.
.--
.--
,...-
~
o
"I
b I"')
~ ~
II tr>
I
.... "-
.-,
.
o
z
-
~ ~
o 0 .!
'- ~ C
Q.. (/) 0
0\
~
"0
"0
C
.D
<D
If)
o
'"
<{
~
Z
J:
(/)
..
C>
Z
~
-<
IX
o
(,)
o
.........
"0
..
~
o
CD
.s:
u
c
~
o
I-
o
.
...
I
~
..
>-
~
~
::> N
(I) 0
~ 9 b
~ w
G: 0
....
N
N
N
L.....
o
~
< ~
o <{
m (:)
u.:
a:
i
<
~
o
~
~ 5
~
~~
10
"
~
::>
o
w
~
4:
~
(f)
Z
o
~
u
::>
a::::
t-
(f)
Z
o
U
I
U
I
a...
4:
a::::
o
o
a...
o
~
o
m
CO
c.D
I
L[)
l1)
CO
-...
n
.--
CO
""-/
x
<(
l..L..
N
~
n
.--
I
v
l1)
CO
I
>-
a::::
<i
o
Z
::>
o
en
-...
n
.--
OC>
"--'
:r
Q..
~
~
--J
, ,- ~
ONE-PIECE CURVED DRIP EDGE TYP
rRllDGE VENT
r- I- WIDE CHANNEL SCREED TYP. - ARRANGE AS SHOWN
~ _ . +_ HERE -. VERIFY DISC~EPANC.lES WI .ARCHITE~ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAX
...,,- - - - - - FACEOF CURVED FASCIA ISAPPROX. 314- - _-:::::::::::-- \ -r~
BEYOND OUTER-MOST POINT OF ADJ. ......-::::::::~-::-- ,(I)' -"'::;--::::~~:t::::: METAL ROOF
GUTTER .....-:::~~ I \ ~ ~
SPRING-POINT OF ARC AT ROOF _~ \ ( ~ / I -':::~r- STUCCO - SEE SECTIONS
IS CENTERED UND~~cf.OLUMN BELOW d~~ - \ v: ~~ II 17::::-- -:::~s=-~VERHEAD SECTIONAL DOOR
, /~~ ~....-::::: T '\ '\ \. ....w..;{....:'{..;f~;X.>Klt' .i;",.).'r"'t.:'.... . ". / 7 -::: ::::::--
,~,-- .A::::-: ".~J,.~...;r;\'IO "t..t'.ly;...J:f.:',? v.'l.;"'~'f,"{ . -'. "i~" ~ ~ ~---............
~~..~;...~':f;(t...J:'~:t9.7..~}~~~.~t;"f!\'(QjS, ~~.:!;~:gl?) ',~':~~{t/~~l).: ,~\ ',~0~li~~~',.:"oj~\ ~ I ~
~ ../. :;:;"--:::~''''-'' ,'l"_:" ...1\>W.~;;"")"f,"'~'; ....6",. ~\""'.). ~ . . ....." "l""~f../.' ~~
I ~;;---: 'r"$.{'WCi:~~'J\~gJ.'.;!;'I",,'li(\!:."~O!.~'(,,~,,?" . <!!>;) '.' .~.,;f,.';,'::l'J!.';.,.....:::--;:..... / / _
~ "" ......". -,,,"'<l'.,'" '. ...... "..' . . . ~. """. ~ _
...,,- -;,...
~ GEN ~XHAUS!I ~ 1\ ;'tM'~J'!:: ~~{;- n . IY!~ .:~<, \!' '~,. :;.r""ll" I I
...,,- V". :),:~~,::,,:::, 'k/:'('J',f:.~ l..fl""1 .1<, .; . . .
~ ........,..' .:: ..,,:<;.' ";,'<0"1'1( .'~'.r.-.. ,. ":~
~:~?C\~:(,,- ::'.;:::;~:;'-': :JoJ:.:;;, 2Hi;!i!i"'~o i~;'f:li, [i\, .it '.
+- .....,';.<., ..../.......::?:.:'..:..,:;,:....':;:;..':<.'~w~:"Y?~.~f!~'(:~~ ~r--t~ ':;~~i. ,.",,'
I ~r .~t;Wi~Vlt?H~~~~ :\~/; f;~ :~~;~~;: / ~
~I /' -"...(1: '~,';,,(1i,A; ~~,~/,,::;",:;h:z~i;~ '. .,
~k: ~;!}.),.<.:;)f,,' :;;J,v,;.;\:~': ';"'.",;ii!'!" . <:!'"
A.
h mI _ L.... 1IIiiiiiI~ ~
~I- WIDE CHANNEL SCREED TYP. - ARRANGE AS SHOWN
RADIUS OF CURVE AT ROOF = 34' -S'
~OOF ~GHT. ~~
\
PRE-CAST CONC. TRIM
~ SKYLIGHTS - SEE SECTIONS AND ROOF PLAN
Q ....- ~ METAL ROOF
-:;... -.:::~......
-- --
J...,~;;,...
~
_ _ _ _ _ ---I~USS B~ARING .IS~
\
.....:-
-...;;~- ,..- STUCCO - SEE SECTIONS
.....:-
/ -I ,..-ALUM STOREFRONT W/ BRONZE GLASS TYP.
I I II ~ --I.RU~EA<iClI.2'~
~ ----y-
/I..~
L ~~ OF V!=NEER .s~
~
f-
,~
.,.
./ . FINISH. FLOOR. ~
_ _ _ _ FINI~~~ BAY 9~
VERIFY CONDITIONS AT GRADE WI CIVIL
VERIFY DOWNSPOUT LOCATIONS WI FLOOR PLAN
WEST ELEVATION
HERE
- VERIFY DISCREPANCIES WI ARCHITECT
SCALE - 1/8" = 1 '{)"
.
.....
ARRANGE AS SHOWN
I ARCHITECT
_ . ---I~USS B~ARING .IS~
SKYLIGHTS - SEE SECTIONS AND ROOF PLAN
MET AL ROOF
+-.-.-.-.-.-.
STUCCO - SEE SECTIONS
ALUM STOREFRONT WI BRONZE GLASS TYP.
ONE-PIECE CURVED DRIP EDGE TYP.
MET AL ROOF
STUCCO - SEE SECTIONS
OVERHEAD SECTIONAL DOOR
,. WIDE CHANNEL SCREED TYP. - ARRANGE AS SHOWN
HERE - VERIFY DISCREPANCIES WI ARCHITECT
_. _. _. _. _. _' _. ---I~USS B~ARING.18~
METAL ROOF
ST~CCO -. SEE S~CTlON~ --I.RUas...aEARlli!i 12~
. _ . -I9~ OF V!=NEER .8~
~.
FINISH FLOOR ~
: == : /;I~I~H AP~ BAY' 9~
,'X4' METAL GUTTER TYP.
I' STRAP
MASONRY ANCHOR WI MAX
112' DIA. HEAD
VERIFY DOWNSPOUT LOCATIONS WI FLOOR PLAN
I' WIDE CHANNEL SCREED TYP. - ARRANGE AS SHOWN
HERE - VERIFY DISCREPANCIES WI ARCHITECT
PRE-CAST CONC. TRIM
SCALE - 1/8" = 1 '{)"
VERIFY CONDITIONS AT GRADE WI CIVIL
EAST ELEVATION
+-.-.
J
./
DOWNSPOUT STRAP DETAIL STUCCO - SEE SECTIONS
METAL ROOF ~~
- _'_'_'_'_'_'_'_'_' . -1-' --.
~ \ \ ~" :'..:" ::'.::, '.",;.'. .:.: ":":.:',:.:;';:">'::'::'J:';:,::':'.:'.':.:::':.::::.~::,.: :.:,..-.:..:.\:..,-....,....
ALUM STOREFRONT WI B~RNZE GLASS TYP. ::::::::;::----- "I'-.. ~\ " "".-..,::,<::.,.:,~
~I I I 1"-" 1-' ~ Ii.' ~;. ,,;:~~~;;,...-
~I!I " i'~~
_ _ _ _ _ I. __. ~_., . I- i. --. t--. " ..~.
~ f"":\<;.:(.\:..,'- J:.;.f. .,., i 1::':'::1~~~1iff2iF~M~1if!i_~~t~:~. it>W~~~'~~:\;~~~Y~~~~~~~1frl~{~%~
~'\ II' ,_' " .'.::"...~.:.:::.,-. . ' . . . '. "',' .... .':.,',:: ,':;':':'/.<:' .7;. ~. 7 ::..':: '-I,..;'" !.."..,.~\: ':j~'. 11"/\.. : ...........' , . ':.....{v. ~..:'/..I ~t.~....O(.':';I:'-.:./&j[ .~...~ ..~~,'?.t:' . ,/':~::>'}..':~:~~fJf~;'iY:Nig.g:~l'~~'J~J~{.\', ~ .':?:fj'fJo''>~:):!:'ki~~ffi;'j);r~;
~':',:~':':"'" .':-.,-...: ./.:.~.,;,:: "_"',..,. .-~:,.:,' "~'.":'''-:.1 \.' ~.'. '. i; '.' .'. :c:":, " :o.;:;.~....~.,.:.:.?~~.~,;I~..";:.~,:,~!~"".?._... . ........ :'.1':lo.~'j..~:'::~'~~.~1:~"_~J..:.,...,.:.~\~..I,:.,.
- - - - ~1: II ... ......., ......................."1. ... []J] ....', '. .'[\\.
I~ ~ ~- \,
I~ 8t2J ~ ".'
IiIII ~ ~./
FINISH FLOOR ~
- . /;I~ISH AP~ BAY- O'~
-'-'-'-'----Y-
POSITION STRAPS AS SHOWN ON SECTIONS
~.--- STUCCO - SEE SECTIONS
~....c~~ ~TOP OF FAN -11'-2'
--- ~ 1\ I , I- WIDE CHANNEL SCREED TYP. -
i I I II ~t-' HERE - VERIFY DISCREPANCIES W
'. .:. ..;1;,::,-.":,,,;;:,:;':, ,:,., ..,,'..,'..... // - - - - -
-.....::r-:::~ '."i.: _ STUCCO - SEE SECTIONS
_"'. ........r-METAL ROOF
. -- . -- . -f- . -- ~:-: ~ . - _ _ _ _. --I.RUs.s....aEARlli!i 12~
it.;N;J}.~;e~:..'1.WJJ~*'i:S,~~f~i,lg_~.,'):I,;.... " .,' . ~~\;!0~H!:g..~"ff.~<,;:;(.': :...K:'".,;.' fI1 ~
~;~~1X~i~~~}~#.~~%r1.*f!;~1:. - . "'J~~~?~~i~:H~i;fat~i :~::,;: r '/
, . ,'.:'" " .<,,,.,,..:O..:....Clb'.. ..'-.... ';1.'1..'<'0"'" .,.\'~'.:.:II'II; I);'I.I'I'I'II':~I'II . _ _ _ _ -' _ :rOP O~ VENEt;:R 8'-P'-+-
::--~
:.---;;,...-
~;;,...-
;:...--:'---
:;:.--::'--
;:...--:'---
:;:.--::--
Il~--
-Yr--fTr1 I !
TOP OF FAN = 11'-2'-
',..:,.',.:.',. ......:;.J..
+-.-.
+-.-.
!III
t- '" ·
.~
VERIFY CONDITIONS AT GRADE WI CIVIL
VERIFY DOWNSPOUT LOCATIONS WI FLOOR PLAN
I- WIDE CHANNEL SCREED TYP. - ARRANGE AS SHOWN
HERE - VERIFY DISCREPANCIES WI ARCHITECT
OTTOM OF FAN = 8'-0'
(3\ NORTH ELEVATION
~ SCAJ.E - 1/8" = I'{)"
Ptt>lut>}-f9/~u5
PRE-CAST CONC. TRIM
;
'"
~
lD
~
:J
Q.
~
0:
'"
C>
Z
::>
>
>-
:J
~
:J
~
FINISH FLOOR ~
: -: -: -: -: == :/;I~I~H AP'~ BAY'9~
SKYLIGHTS - SEE SECTIONS AND ROOF PLAN
ME T AL ROOF
GENERAL NOTES
I - ALL EXPOSED EXTERIOR MASONRY JOINTS ARE TO BE TOOLED
CONCA VE. SEE SPECIFICATIONS FOR TOOLING ON OTHER JOINTS, BUT
TYP INTERIOR EXPOSED MASONRY JOINTS ARE TO BE FLUSH OR TOOLED
CONCAVE AND MASONRY JOINTS BEHIND SIDING/STUCCO ARE TO BE STRUCK
FLUSH
2 - VERIFY LOCATIONS OF MASONRY CONTROL JOINTS IN STRUCTURAL MASONRY
WITH STRUCTURAL DRAWINGS - CONTROL JOINTS IN VENEER ARE TO BE AS
SHOWN ON ELEVATIONS, BUT TYP ARE NO MORE THAN 30'-0' APART AND AT
ALL INSIDE CORNERS. JOINTS SHOULD BE LOCATED BEHIND DOWNSPOUTS
WHEREVER POSSIBLE.
3 - DOWNSPOUTS ARE TO BE ANCHORED TO BUILDING WITH STRAPS AS SHOWN
IN DETAILS AND ON ELEVATION DETAIL THIS SHEET
4 - STUCCO IS TO BE A SMOOTH SAND FINISH. WITH SHARP CORNERS AND
CLEAN EDGES.
5 - CHANNEL SCREE OS ARE TO BE STRAIGHT AND CLEAN - JOINTS ARE TO BE BUTTED
CLEANL Y
, - NECESSARY EXPANSION AND CONSTRUCTION JOINTS IN STUCCO ARE TO BE
MINIMIZED AND ARE TO BE PAINT ABLE TO MATCH WALL COLOR AND BE AS
UNOB TRUSIVE AS POSSIBLE
1 - STOREFRONTS ARE TYP. BRONZE ANODIZED WI BRONZE TINTED IMPACT-
RESISTANT GLASS AND ARE CONFIGURED AS SHOWN ON ELEVATIONS - SEE
SECTIONS AND PLANS FOR SIZES OF OPENING AND HEAD/JAMB/SILL DETAILS
8 - EXTERIOR COLORS ARE TO BE PICKED FROM MANUFACTURERS STANDARD
COLORS OR FROM COLOR CHOICES AS OUTLINED IN THE SPECIFICATIONS -
SUBMIT COLOR SELECTION CHOICES FOR ALL EXTERIOR FINISHES IN ONE SUB MITT AL
FOR APPROVAL
RIDGE VENT
PRE-CAST CONC. TRIM
A~UM ST9REFRQNT WI .BRONZ~ GLAS.S TYP.. _ . _ . _ . _ . ---I~USS 8~ARING .I8~
MET AL ROOF
STUCCO - SEE SECTIONS
. _ . _ . _ _ _ . _ . ---IRUs.s....aE.ARlli!i 12~
+-.-.-.-.---.--
~
~
0:
>
<
..
z
co
is
,.
C>
Z
~
8
z
C>
~
~
'"
iE
~
o
>
z
<
STUCCO - SEE SECTIONS
+---.-.-.-.-.
+-.-.---.-.-.
. _. _. _. _. _. _ .TOP O.F VEN~ER 8'-9-+
t- '" ·
VERIFY CONDITIONS AT GRADE WI CIVIL
VERIFY DOWNSPOUT LOCATIONS WI FLOOR PLAN
I' WIDE CHANNEL SCREED TYP. - ARRANGE AS SHOWN
HERE - VERIFY DISCREPANCIES WI ARCHITECT
~
is
<=
~
~
'"
1i
w
~
g
~
1i
SOUTH ELEVATION
~
"
W
N
~
i!:
:J
<
Z
::>
>
~
SCALE - liS" = J'{)"
:z::
c::;)
Co'-)
Co'-)
.....
to--
==
:IE:
c:z:
c::c: It.-)
--' c:z: c::;)
--' It.-) Co'-)
== Co"2
~ c:z:
...... AI. ....
........ .-..
....
Ii
~
~ ~W
~ ~:::)
rn g;~
~~~~
u.. ooes
ti LLW
i OS;
~LL
a: (.)
i
a:
W
....... .. .........
.... .....
..... .. .........
.... .....
....
~
III-.
....... ..
.......
(9
Z o::t
Z 0)
Z ro
5 ~~
Q.. O)C\JN
I o::t co I"- .-
(9Uo::tR~
z (l)C\Jro
o:~..Jt~
W]lJ...X"O
W(/)[<l:C
~ :olJ.. 8
(9r-m 'E
Z(/)['ro
wz<l:~=
I ~I 9'~
~2~~@J
:JlOWl"-ro
f-(Y)lJ..,.!..,"O
uO)<l:I"-~
W (/)C\J
r- t
I I
U Q..
a:
<(
I
~
I
.....
ELEVATIONS
~ ... .....
o-r fIN} .....
....
... ....
A2.0
.... .........
t
t:: ~"\lW. ''''" ~, ,It
'~, ,~,T
";('11'-' ~
,,-,;:~ 'ff-l
,
"', ',,;:c';~?5~zr,::,:~'~~~~i;;:!f;-;;;;~~~~;:;'~~:,~t
CITY OF CLEARWATER
l'
U1lllIRHSOH
D R [ R R
FIRE STATION 51
~;') ':
.r,',
~>
~ ,,:f'
RSSOCIRlfS
If .{O.'
r
",
~~....
.11
'''''..;,1
fc,D~r.E(U05
~. "J,_";~:"~;;;:';;l\:I"':t~~:k;'~~"fJ-;~l, }J1tL-,>!t;lJ~; "~J;~, -;~.iiil:?'~:;Jf:' "i..~:i;e-,i'.,,"'~ ~c :;~:~ ~'-~J:l: .,d~l:',\~~~'::_; ::'. i~;.;: :~j";~:'~..~~"~ ": -'~. ~~;:~~:~- ;_~ \"<1
"~!";t-'"
:',.".
SEcrrION 3
rrO'VNSIIIP 29 SOlrrtI
___.. ____n ~ _ _ . ____._.
PINE:LIJJ\S CO UNrry, FLORII)l\
15
EAST
Rl\NGE
.
.
LEGEND
'/)0,
';0
x
~ ~
'~~
,0)): " ~
0;,'; ,C) -..2L x
, ~ "0, 'O"},.,o,
~ ,'O.:t>
()o "
,C!>' ",t><
I'
I ,<O~"
/ . '),
'0,'
/ .'.
Ii
~~x ",~t I
,<0' ,'0' \ I
I
I
I I
f
.\
.,'0"
FPCMH
o
FPC Ped
o
GTEMH
o
GTE Ped
o
Found Copped Iron Rod
.......\().
x
IP.
.
IR.
.
PN
.
N&C
o
N&D
o
PK
.
RR
.
oBFP
o HS
S
o
Back Flow Preven ter
Iron Pipe
Iron Rod
(F)
(P)
Fnd
Hose Bib
Sprinkler
Water Meter
II. ,<>'<>
~ ....'0
-~ x
~
~
~
~
.I l>l>
"'0
Pinch Pipe
Nail & Cop
Nail & Disk
WM
18l
WV
o
OF.H
GV
$
B
o
#
PB
Elee.
S.CL
0;,'
'\.
,
Water Valve
Fire Hydrant
Pk Nail
<t Centerline
,.,'\.
'0'
,
x
(~
,0,
x
Gas Valve
Raiiroad Spike
0S&T Stoke & Tack
C.M
· Concrete Monument
~ 8M Bendlmark
[lev
A C B. M. Constr'uction Benchmark
Bollard
PLS
LB
CONe
R/W
(TYP.)
10.
U.G.
P.O.c.
PO,B.
MH
FO.C.
ASPH
D/W
F.F. EL
,"
C?>'
,
x
o
~i<.t
$'
'-<.
*"
r
....'
~
'<
~'1
o
(
~
)~'"\
~:J
)*
'r
o
Bush
That part of the SW 1/4 of the SE 1/4 of Section 3, Township 29 South, Range 15 East, being more palticularly
described as follows:
ICV
t><l
Irrigation Control Valve
x
-f"
~.
"
Florida Power Manhole
x
\o,~\
':t>,~'O'O \
Telephone Manhole
Telephone Pedestal
'\.
"\.
"
Florida Power Pedestal
<)'<>
.~'
y
S.C.I.R.
..
Set 1/2" Capped Iron Rod #4513
"
F.C,I.R
..
~
"
o
'"
'f"j
~~..'. ,) "-
8'!^ ~
oeanep.
c{P
aLP
Concrete Pole
Oak Tree
...
Wood Power Pole
Metal Light Pole
~
'/::::-
'- .....'
~.
.~. ~
'J "-
.0, ~
f:-
CTV
o
Guy Anchor
Coble TV 80x
Pine Tree
"___",,_ .-_.,,'~.~__~;::-~~_".~~~i-~~~..2..~;:..:.~~._L
~------iL '
>-
-< co
B
Field mea ,neJ
Plat
Found
Number
Plat Baal,
Electric(al)
Seaboard C:castline Railroad
SL
r
"U
~
"0
,..,
.Q
4>
c
't:
.,
]
()
a~st C
,,~.- Opy
A \1'/.". .7P ..,", b'
~........ fa
Profession'"Ji Land Surveyor
Land Surveying Business
Concrete
Right of Way
Typical
Identificattcm
Underground
Point of Cornmencement
Point of Beginning
Manhole
Fiber-optic coble
Asphalt
Driveway
Finish Floo' Elo':vation
GRAPHIC SCALE
20
10
20
40
o
..,
Z ~
o 0
.::::. Cl
5
( IN FEET )
inch = 20 ft..
..". I""') N
SUO!S!^~(j
.J
IL
ct
Z.'. ~
. <
>- 0 ~
W -- 4:
.. F- w
> <{ d
a:F-~
"''''''\ (J) W
.-J Z
(I) w :5
>- ~.I.".'. t.
a:r-~
<( (J) '.,
OWi
Z S ~
:J I Z
o ~ ~
m ~ ~
~
~
('j))
Palm Tree
LEGAL DESCRIPTION
Commence at the SE corner of SW 1/4 of the SE 1/4 of said Section 3; thence N89036'07"W a distance of 68.91 feet
along the South boundary line of SW 1/4 of the SE 1/4 of said Section 3 to the Point of Beginning; thence continue
N89036'07"W along the South boundary of SW 1/4 of the SE 1/4 of said Section 3, a distance of 431.00 feet; thence
NOO"23'53"E a distance of 318.19 feet to the Southwesterly Right-of~Way line of Overbrook Avenue (C.R. 560); thence
S53026'09"E along said Southwesterly Right-of-Way line a distance of 507.23; thence 28.65 feet along the arc of a curve
to the right having a radius of 161.45 feet, and a chord bearing S48021'09"E, a distance of 28.61 feet to the Point of
Beginning.
Monitoring Well
/
/
(
~
~~
,~
,0'
O,h... ,~~'Oeo
"(~~~ "
, r~Oa ~
C1, '0"') '00;, " 0.. 'if-
~ <i' '~C?> .9>'0)C!> (1?Q "/s,:) ""1~. ~
<1 . '-'::-- ':->. x, q,. , /' ^';: "Y,q,
0,1, ", to '- '<.:J-~.. (1
"Iy .J? . 0", . '" . W . C?>1r "
. 1 '- "0 vr..t'. C?>' "
'0 '\'XI--.. ""'''''~)- '10/f/. "" "
:c ,0)......... 0' ^' t--"/ "/ j.. 0
x C)'\. ~ 9. -2 J?/(" ~ .~ ~
.,C(;,' J',,)~) ,,,. 6::
1"0 .~ "- ~ I> .
l> X . ",,_~, ~ _if ~ ,o.c
.0," \ ).': ~fyly ~. ,,~'f'~1
,?'O~ "- z~"":>,,
,C?>~';.Pc:;- ~ '-..' /"\ ''),Ceo "
, ,C!> " ~ C ^'O
" ~ v
4 X" ",C)
1 0" ":i& c.
<o":J 0,,() ,,') ,
.~' )(
C!>C
0)'
:~
t><O^'/t..
,q,'
~
~C'''/1:
~
~
CURVE #1
'0'0
'/).
,
x
~
DEL TA:
RADIUS:
ARC:
Containing 1.59 acres, more or less.
1. TYI;)E OF SURVE\: BOUNDARr SURVEY
2. LAST DATE OF FiE.LD WORI< JANUARY 9, 2003
3. SURVEY CREW: F;CB ROGERS. JR, DAVE MUNROE, DAN MciNTURFF, DAN LANG
4. NO UNDERGROUND INST ALLA TIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT
AS SHOWN
5. BA.SIS OF BEARINGS: THE SOUTH UNE OF THE SW 1/4 OF THE SE 1/4 OF SECTION
3- 29-15 BEARS N89'36 '07"W(ASSUMED)
""
~
10010'00"
161.45'
28. 62/DESC
28.65'/CALC & MEAS
CHORD: 28.61' (MEAS)
BEARING: S4r55'51IiEIDESC
S48021'09"E CALC & MEAS.
NOTE S
'00
'0'
,
x
(
~
~
()'?
r{?'
X
PIPE CRUSHED
INV N/ A
'\;
;:.'
~
...........
o
~
:.r/..v~
0t\i.tO
"'~
~
~
9i
(;)
"-~
'.
'~
,,;lo
,C?>
y
~
"
~":>
c.
'V
'\'\
0,'
"
X
;6" '\
C?>' 'x
" ro'\
INV=18.23'J .....
''1:
It'?',
..OJ> ^
PROPOSED BORE~~
HOlf LOCATION C.)
A8-2 '0'0=
.;'!>
~
~
ASPHALT
"
~~
.......
':JoX
<:)'0 ~
"'" :---.. 'V t><~ ~
~ '\;C
<1 ~1.?,~~' x
Oly "lCJ :\ -S' I
. If. <<1.t~ 0'0, "C:;:~ "C) .'0 "
,,",' '1...---: x ~'b '\.0' _~
'v 0
. l". J:
~ 0,0 ~
o (j 0'- "-
~ ....&
,
'")
"-03'1
~"-
0,"
x ,'0 llJ
'"
~
(1)
b
<:>
~
"
c).
@7
PROPOSED BORE
HOLE LOCA nON
B-1
x
",V)
0)'
,
'0'0
.,0,'
~,,<:!>
,C?> '1()'
,I> 'X
<;).
~
"
0,'
,
x
'0'"
0'
"
"
o,'\.
.C!>'
.~
~
/
/
A
~ /1,1":>
'O'\-:'~
. '""-'\0, '0 "
~
"
~
o~'i LI~
C"~
~
~
/
OQj
C.
..
xj
/
/
/
/
/
~
-..............
",'
0'
,
x.
CONCRETE
...............
-..............
-..............
'0'"
,0'
........
.......
<;)C!>
<;).
-C):
~
PROPOSED BORE
HOLE LOCATION
B-3
i:-
c.,
'l.,
~
COVERED
CONCRETE
............... 0,
~o,'?
PROPOSED BO~ C!>'o'
HOLE LOCATION fIj0
8- 2 \ I..'!JJ
I
L
~NOE.:!:...!:!NE~
~
"
<")'0
,,~
X
<0
",'\,
'...........
........
-.....
32' --
"
~
i) ~--
<i' <::"0'"
"'\'l.-
h'0'O
,\'0
.9>
-* -
<<>
N
....
1 STORY
METAL BLDG.
F.F. EL.=20.08'
0,"
C?>'
@
, '00
",
x
.0,
COVERED CONCRETE
'1'"
y
/',SPHALT
- - -0-
~ CJ,.AY _ SCIR
---
t:J
<:
II:!
..... .\:: PROPOSED BORE
o O~ HOLE LOCATION
/;:-..1 AB-4 " /
~ '" ~"? -.J' ,.,C?>
= = = = _ _ _ _ = = _ = = = ~\- = = #= = = = .= =~ = = = = = = ~ 8 CLAY
x x ./ '\: ,0;,' \).
~o,rf;" q;. 0;,"': SANITARY MH/ ""',r-\ /r-t\">(I:'"'"'f"\I'~ 1 Ir-I('I 1':::-' x xC):
,C!>' ,0)' RIM=20.48' ~ I L_ v L_ r \j::": U I \J ~ i-i L_I \:' i-'; I ....)
INV.(E)=16.51'
INV.(W)=1643' ;::)1 ^, '=<(\(\1< -::'1
1 L .i-' I L" v V J '. '- _' ... r
00
m
/
-:r
"
C?>'
,
~
l-
. VI
W
E
<:5
'.D
f')
,......
f')
o
.....
;:::) ^ /"~-
1 II \ :7 L_
1 ~
...,
I ,-/'
I (\
L. U
1/
J \
, 1>. ,
1\
"
'-.J
c
-
"'
'-"
'/
L-
-1
I
~
v
:;i
A
~r
-7
I
,f')
o
I
>.f)
.....
I
.....
OJ
~
.~
Zi
~
..2
\l1
If)
o
ClJ.
)-'.rc':~"":_~1P1;"'. ",'" ,>~c ~t,~:;5~"-;~~:~:iY
c
o
:;::
0-
.\:
()
'"
Q)
Cl
o
z
",'Vi'- owg ~
00)" 5; 2 8
3:_ ~" .J
o -''-"'..(<(
g"O~-,I;;1>~
1JJ 1JJa::~1=~2
.....J:~2<{ ~".
1JJ_OOa:: ~
.c 2_\-"
, C~~~ ',.-
w iO(/)WZW'f
I-~' ...J~~j::,. <(
<:( ,~W <( a:: .O.:=I.J '011:
u;;~.. '.Vi 0 CL.. ~ """<( &
-i,'.' 0:: -, <!' 0
LL; . .:<( 2"'}:<(ff Z
_.' ,. ...... r.c ~ "'..00...... ~ Z
p..' .....u a ~.. ;' <(
s>~ ~.<:{
. " .'" Cl . '. I
;~;W.' 'CI'itii':. ~;'J
,"V;1il';i!~. .3<00,,,
,c/.'.:. ..,. ..Vi....~ P <0, !J.. Z
Hf\ 'Z~'OO'" <(
.........~.V;.....'... /.. I\l O. z/ :.r;....' . r' ~". .....
Cl::..tI: -, ""'"('I :r.
1-1l.~,'OO '.
~, !D'c~%N "
.. \+1 o~.. l-il. ~~ ..i'. .
> 5 ~~_8ftT"/ ,,'"
Cl::: E' '~)g,,6"
::) >. . <1)... ':'f!!'9. 5Jt
-.-.. L ...../, ,., ....... 'II
(j) .- 1JJ 1J). 'c' . .' .....0. .'1'.'
t:: "0 <,l), g)'-ft. (I) r.
1JJ C E ~ ;S (p.. I
():J "'"'.... ;
>, -0 ~>,lQ$I/' c '1:
.0 (l) 0 .o.p ......(., " ~,~
~ E . r 5 ',; c~'"
1JJ 0 ~..c1;;1 :J..,>("
..c 1: o..a-lQ;: ~ .
_~-fi\~~~ <(
"')'0
'i;-
'"'~
J
<i'
.,;.
'),'
CJ
~
~
IJJ
<:,.>:,
'c:t ~ ~
-J Cl I
<( u..
00
I Q: ,.!.
~I-J:
..J...,
...: -
I C<
115~~
I ~l>
/1;'
)(
C'"'
Z
~
~
~
>
~
~
en
o
Ct:::
<t
>~
W<-D
s~
on
m
Ul
w<r::
~.-J
<tLL
.-J
............... il.K.
--------
~
'~
'),'\.
').
FAIRMONT STREET
,)
'}
C!> ASPHALT ROADWAY
1;,.t>< (60' RIGHT-Or-WAY)
x --
Q
Z
<C
~
.
l-Ct:::
IJ)<r::
w2
Ct:::1J)
00
LL.-J
o
POC - AR 1/2'
BE CORNER SW 1/4 SE 1/4
SEe 3 TWP 29 S flOE 15 E
,<>".
"
'"
//~
//'
-----
---
.,--
JAN 2 3 2003
~
en
<C
o
c,,)
Z
~
en
",'0
').'
l
;J
~"~ ~., ~.. ~,..w,..
,\L~ ,',il." ~>.l:SEiI
~~~ ~~",i' ~:r:i,; ~fr(ii
~.,' 'l'.~' t'::i~~t~ ,.,\.:;~
-~<~~
fb.:l>&o} c-rf) 1t7~ J
I
"'~:?~].ili
<.0
L.()
o
N
o
1"'")
II
n
o
...........
lO
..--
...........
o
z
+-
()
Q)
'0
!I-
0..
1.1>
o
()
(f)
<1>
-
o
o
ry
~
"U
"U
C
..Q
(.0
L.()
o
C'~
<:(
CD
U
Z
I
(j)
":It:
o
z
3:
<!
a::
o
u
a
...........
"'0
<<3>
~
()
Q)
..s:::.
U
c
~
o
!I-
o
'<t
'<t
I
r<'")
'<t
>-
~
Cl:::
:::::> ('oJ
(f) 0
(f) a ,.......
<.:> -l 0
a. w
l.L.. 0
l.L..
o
('oJ
('oJ
('oJ
W
I-
<{ W
o I-
<:(
o
ill
u..:
a:
~
3:
a:
<
ill
..J
o
LL
o
a: ~
~ <3
~,.,\
~ ..
, l::!
~ <(
~ Cl
-(
I-
:::)
o
W
::::L
<(
I-
Ul
Z
o
I-
U
:::)
0:::
I-
Ul
Z
o
U
o
OJ
0:)
CD
I
Lf)
11)
0:)
..----....
f";
.,--
0:)
'-../
x
<r::
LL
~
~,."
8" ~~~~'~ '), x:
p P ,'"
8'~ ,,0", ~ O"W~
"Q~ ~
>~~' ~ ~~
'\. ~It-:
'-:(l<; C) <0' .
'" ~ '\" " .'. :~'~ x~ rl;:;:O
FIR 1/2" ,,"" " x
'0 I'~ SOUTH BOUNDAR'/ LINE OF THE SW r"\ ,
c: _ ! _~0'4 OF TIiE SE '/4 OF 3~~29-15 1.78'S '-' ~ '
STRIPES . / / ~ ^:>o,
- - = - - - ~ITARY MH ~:~1:i ct'?"'x '::~ "" < <;/5/zj/ ~'\.$'? " ~
RIM=21.86' '\. <:!>o,\'~'" / /1'0;/ /1
::_:;: INV.(W)=1834' ARMY CO~PS 'x '\.C) 'l. / C!>'O/)
~..d INV.(S)=18.70' BRASS DISK ,,'SC ><:<i'/// !
.. 6WCHMARK 'PC-4' ,.( /l
v \ \/J
I ^,,-' \~"O,
\
U
I
(l.
<(
0:::
(.')
o
(l.
o
I-
('..J
~
n
.,--
I
~
Lf)
0:)
I
>-
Ct:::
<(
o
z
:::)
o
CD
~.
n
.,--
0:)
"--/
I
(l
(it)
~
....,.J
E 244,000
E 245,000
E 247,000
0'-'--'-"/-,'--'--''-../
-:z.:::.:.. n~. r
. ., '., .. ~ -,
~ .~
f
." ..<
, , to "-
..;-- t
I
'\
"
N 1,327,000
COMPILED BY PHOTOGRAMMETRIC METHODS
BY
CHICAGO
AERIAL
SURVEY
DES PLAINES, ILLINOIS
~
OQ.~
(j~
~~
f1J ~-
/'Jjy
lEGEND
HORIZONTAL CONTROL USC&GS
L
TRAVERSE STATION
(.J H - ')
VERTICAL CONTROL
x '~J). I
h!.1 4
I I 1 12
SECTION CORNERS
ill. I 17
CONTOURS
-4') ~~ :----
i~ n
ul:PRlSSIUN Cur" r(.ilJI<S
SPOT ELEVATIONS
.' ,/
5/
524 X 5/.6
RISE RicE
L:- L,:'.., c:.:4
J
L /'Kt
T/lHI'()fV
'-'
::..:
~-'____~_ r: ;... r=. ____________-
LL. L2i l:Lf I::!
2r, 7(
-..I
/J-.J/ L
LJ
'V'
IS 7 '':, I"
/./.
Kl: ( MAP
NOTE :
ACCURACY: IT IS INTENDED THAT THIS MAPPING COMPLY
WITH U S NATIONAL MAP ACCURACi STANDARDS
HOWEVER, SUCH ACCURACY, OR ANY OTHER LEVEL OF
ACCURACY, IS NOT GUARANTEED BY THE SOUTHWEST
FLORIDA WATER MANAGEMENT DISTRICT,
THE LAND LINE INFORMATION SHOWN HEHON IS
COMPILED FROM THE BEST AVAILABLE DATA AND
DOES NOT NECESSARILY REPRESENT TRUE LAND
LINE LOCATION.
~,\.;~
DASHED CONTOURS AND UNDERLINED ELEVATIONS
INDICATE STANDARD VERTICAL ACCURACY REDUCED
BY TREE COVER.
THIS SHEET MAY NOT BE REPRODUCED IN PART OR IN
FULL, WITHOUT SPECIFIC APPROVAL OF THE
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
P.O. BOX 457, BROOKSVILLE,FLORIDA 33512
COPYRIGHT (9 BY SOUTHWEST FLORIDA WATER
MANAGEMENT DISTRICT. ALL RIGHTS RESERVED.
GRIDS BASED ON FLORIDA STATE PLANE
COORDINATE SYSTEM, WEST ZONE.
ELEVATIONS BASED ON U.S.C.&G.S. DATUM
200 0
~
SCA LE 1" = 200'
DATE OF PHOTOGRAPHY
DATE OF MAPPING
200 400 600
~ ::JlI _'IB
~-- -I. ~
CONTOUR INTERVAL l'
OCTOBER 1976
FEB.- MARCH 1977
SOUTHWEST FLORIDA
WATER MANAGEMENT DISTRICT
PINELLAS-ANCLOTE BASIN
PINElLAS COUNTY
PHASE
I
AERIAL PHOTOGRAPHY WITH CONTOURS
SHEET NO. 3-29-15