FLD2003-06027
FLD2003-06027
205 BRIGHTWATERDR
BRIGHTW ATER POINT
PLANNER OF RECORD: WW
ATLAS # 276A
ZONING: T
LAND USE: RFH
RECEIVED: 06/18/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
,
, .,
I-;CJ~l~??:(. ~L;Z~ z.."
".t,~ \,. ,,, If., )'0, ,~,
/1)\ ""'iI" t_ ~/./tl'T~"'"
~~ ~ ,?-'1'7j!"-"'~~h,*~
~il..""\.IY' ',%0""'/1 e
...~..;j I '-::'~~P-~.
@,~"'...",\_!,,::JXo/~' ~,~
86,~ ~"~=2 'Y.),'4--~_~,\i
IF ' -"=-::;--', ~Ir'>o,tj
'" -'i\" ---- - )"~"l)
\:>,fj' <"r:. ---O=~ ~Ii~'/'-I
"''''~~----- f~'''~
x~~;;l
C I T Y 0 F
CLEARWATER
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
LONG RANGE PLANNING
DEVELOPMENT REVIEW
June 7, 2005
Mr, John Marshall Scott
3802 Ehrlich Road, Umt 306
Tampa, FL 33624
Re: Development Order - Minor Revision
FLD2003-06027/TDR2003-06003 - 205,209 & 214 Brightwater Drive
Dear Mr, Scott:
On September 16, 2003, the Community Development Board (CDB) approved with 13 conditions the
above referenced case, which was a Flexible Development application to permit attached dwellings with a
reductIon of the front (west) setback from 15 feet to zero feet (to pavement), reduction of the side (west)
setback from 10 feet to five feet (to pavement), reductIOn of the side (north) setback from 10 feet to five
feet (to pavement) and reductIons of the rear (east) setback from 20 feet to 18 feet (to bUIlding) and from
20 feet to zero feet (to pool deck and boardwalk), and increases of building heIght from 35 feet to 54 feet
(to roof deck) with an additional six feet (from roof deck for perimeter parapets) and 16 feet (from roof
deck for open gazebos), as part of a Comprehensive Infill Redevelopment Project, under the provisions of
Section 2-803.C (retaining seven existing boat slips and four eXIsting docks for sole use by the property
owners) and the Transfer of Development Rights for three dwelling units from 130 Brightwater Drive,
under the provisions of Section 4-1403,
A proposal has been submItted to add a vestIbule for two pnvate elevators on the roof to prevent ram
water from penetratmg the elevator shaft through the elevator door, These vestibules and the elevators
will have similar archItecture and color as the pnmary building,
In accordance with Section 4-406,A of the Code, the revision proposed is deemed to be a minor reVISIOn
and IS approved, This minor revision must now be submitted to the Development Services Department as
an amendment to the buildmg plans under BCP2004-04363 and must be indicated on all appropnate
sheets,
Should you have any questions, feel free to contact Wayne M, Wells, AICP, Senior Planner, at 727-562-
4504,
Sincerely,
~~
MIchae(5erk:~
Planning DIrector
S IPlannmg DepartmentlC D BIFLEX (FLD)\Inactlve or Fmlshed ApplicatlOnslBnghtwater 205 Brightwater Pomte (1') - ApprovedlCopy of
Bnghtwater 205 Mmor ReviSIOns Letter #2 6 705 doc
FRANK HIBBARD, MAYOR
BII.L]ONSOi\, VICE,M!\YOR
HoYr HAMil TON, COUNCil MEMBER
@
JOHN DORAN, COUNCil \jHlIlER
CARLI:N A PETERSLN, COUNC.lLME~IIlER
"EQUAL EMPLOYMENr AND AFFIRMA'IIVE ACTION EMPL011:R"
~,~ .,' "t'
~~~~
~~~~~~
C~(,-\I// ,~~
SC"'i) - - ~~
~~- ~$
~~~~JXJ~~l
~-#-'l!~tl-.'
r
... \.;
.'1 ,/\f
CITY OF CLEARWATER
loNG RANGE PlANNING
DEVELOPMENT REviEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
February 24, 2004
Ms, Debra Harris
Northslde Engineering Services, Inc,
601 Cleveland Street, Suite 930
Clearwater, FL 33755
Re: FLD2003-06027/TDR2003-06003 w 205,209 & 214 Brightwater Drive
Dear Ms. Harris:
On September 16, 2003, the Community Development Board (CDB) approved with 13 conditions the
above referenced case, which was a Flexible Development application to permit attached dwellings with a
reduction of the front (west) setback from 15 feet to zero feet (to pavement), reduction of the side (west)
setback from 10 feet to five feet (to pavement), reduction of the side (north) setback from 10 feet to five
feet (to pavement) and reductions of the rear (east) setback from 20 feet to 18 feet (to building) and from
20 feet to zero feet (to pool deck and boardwalk), and increases of bUll ding height from 35 feet to 54 feet
(to roof deck) with an additional six feet (from roof deck for perimeter parapets) and 16 feet (from roof
deck for open gazebos), as part of a Comprehensive Infill Redevelopment Project, under the provisions of
Section 2-803.C (retaming seven existing boat slips and four existing docks for sole use by the property
owners) and the Transfer of Development Rights for three dwellmg umts from 130 Brightwater Dnve,
under the provisions of SectIon 4-1403,
A proposal has been submitted to add a pump house at the southwest comer of the proposed building,
located above the retention pond with supportmg columns. The required setbacks for the primary
building (10 feet side [west] and 18 feet rear) will be mamtained, This pump house will have similar
architecture and color as the primary building, Additionally, the WIndows above this pump house will be
eliminated due to structural reqUlrements of the building desIgn. These windows will be similarly
elimmated on the north side of the building,
In accordance with Section 4-406,A of the Code, the revisions proposed are deemed to be minor revisions
and are approved. These minor revisions must be shown on the site plans and bUll ding plans when
submIttmg for bUllding permIts,
Should you have any questions, feel free to contact Wayne M, Wells, AICP, Senior Planner, at 727-562-
4504.
\
,
(!pALQ
IS, Fierc
ssistant Planmng Director
\IMS5c!PDSIPlannlng Department\C D BIFLEXlInactive or FinIshed AppllcatlOnslBrzghtwater 205 Brzghtwater Pointe (1) -
ApprovedlBrzghtwater 205 Minor ReVISIOns Letter 2 24 04 doc
BRIAN J AUNGST, MAYOR-COMMISSIONER
HOYf HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMIS~ION[R
FRANK HIBBARD, COMMISSIONER * Bu I JON~ON, COMMIS~IONER
"EQUAL EMPLOYMENT AND AFFIRMA11VE AC1 ION EMPlOYER"
. .
. ,
~,
4
d'
-,,'
.....-'-
.~<Vl~~
l~'1(V~~~~
d~i..'';) 1/ .' 1 ~ ~
~~ - ~i'i
Q~~~ ~~
\~ -==-- ...,~~
-'~rIA-; i1~' 'oJ \\
"":......ry4TE~ '(~~
~~~4OI'7rI.;'tj'
CITY OF CLEARWATER
loNG RANGE PLANNING
DEVELOPMENT REvIEW
PIANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562.4576
January 2, 2004
Ms. Debra Harris
Northside Engineering Services, Inc.
601 Cleveland Street, Suite 930
Clearwater, FL 33755
Re: FLD2003-06027/TDR2003-06003, 205 Brightwater Drive
Dear Ms, Harris:
At their meeting on September 16, 2003, the Community Development Board (CDB) approved
the above application with the following condition:
"That two "guest" parking spaces be provided and designed to avoid backing into the right-of-
way and the two spaces comply with City Code, and revised plans be submitted to the Planning
Department by September 30,2003, reflecting this change."
You have submitted a site plan Sheet C3.1, dated August 21,2003, depicting these two "guest"
parking spaces. The Planning Department approves of these two "guest" parking spaces as
shown.
Should you have any questions, feel free to contact Wayne M. Wells, AICP, Senior Planner, at
727-562w4504.
Cc: Bennett Elbo, Traffic Engineering Department
\\MS5cIPDSIPlannlng Department\C D B\FLEX\Jnactlve or FInished Applzcations\Brzghtwater 205 Brzghtwater Pomte (1)-
Approved\Brzghtwater 205 Letter of approval of guest parkmg 1 2,04 doc
BRIAN J AUNGST, MAYOR,COMMISSIONCR
HOYf HAMIl lON, VICE MAYOR.COMMISSIONER WHITNEY GRAY, COMMI~,I01\ER
FRANK HIBBARD, COMMISSIONER * BIll JONSON, COMMISSIONeR
"EQUAL EMPLOYMEN rAND AFFIRMA11VE AC110N EMPlOYER"
Nenhside
&~S~ 1~,
. I
'.
CIVIL.
LAND PLANNING.
ENVI RONMENTAL .
TRANSPORTATION.
November 24, 2003
.f ~.....-'_._-""
roJ ~ (t :,: Ii ' ,I "-, rm'
L~r N:~ .;~i~~~:lw
t..-.~-~" ~ - -_.~--~~~.~
DEVELOP~f.SiH S:::ri\!~C2S Di:P'T
CITV OF GLEt';~'nVj~TER
City of Clearwater
Planning Department
P. 0, Box 4748
Clearwater, Florida 33758-4748
Attention:
Wayne M, Wells, AICP, Senior Planner
Reference: Brightwater Pointe - FLD2003-06027 - 205 Brightwater Drive
NES Project #0322
Dear Wayne,
Per our discussion on November 19, 2003 I am hereby submitting a revised
site plan for your file based on the conditions of approval as listed within the
Development Order issued on September 18, 2003. These revisions will be
reflected in the site plans being submitted to Development Services for
permitting.
If you have any questions regarding this project, please don't hesitate to call
me at (727) 443-2869.
Very truly yours,
NORTHSIDE ENGINEERING SERVICES, INC.
. \
-' \
\, -'-. C --- \---.'..
, \ \ l 1 "-''''
~::~:~_LL ~ll--^ . c;~ -_ ~ _'v-!\ IW'=.__,-~";:)
Debra A. Harris, Senior Plann~
601 CLEVE LAN D STRE n, <;U ITE 930
CLEARWATER, FLORIDA 33755
NESADMIN@MINDSPRING co/'!\
N ESTECH@MINDSPRING,COM
727 . 443 . 2869 FAX 727 . 446 . 8036
LEGAL DESCRIPTION
A PORTION OF SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY,
FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 27, 28 AND 29 OF "BAYSIDE SUBDIVISION No, 2", ACCORDING TO THE MAP OR
PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32-33 OF THE PUBLIC RECORDS
OF PINELlAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 29; THENCE N68'37'05"E, ALONG
THE NORTHWESTERLY LINE OF SAID LOT 29, A DISTANCE OF 110.00 FEET TO A POINT ON
THE ARC OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF
155.00 FEET, THE AfORESAID DIRECTION BEING RADIAL; THENCE ALONG THE ARC Of SAID
CURVE TO THE RIGHT, AN ARC DISTANCE OF 365.21 FEET, A CHORD BEARING S46"07'05"W,
A CHORD DISTANCE OF 286.40 FEET TO A POINT ON A RADIAL LINE, SAID LINE ALSO BEING
THE WEST LINE OF SAID LOT 27; THENCE N23'37'05"E, 110,00 FEET TO A POINT ON AN
AN ARC OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF
45,00 FEET; THENCE ALONG THE ARC OF SAID CURVE TO THE LEFT, AN ARC DISTANCE
OF 106,03 FEET, A CHORD BEARING N46'07'05"E, A CHORD DISTANCE OF 83.15 FEET TO
THE POINT OF BEGINNING,
CONTAINING 0.595 ACRES MORE OR LESS,
[T')
o
o
('\J
lD
('\J
~
-
FLOOD ZONE INFORMATION
c\.i
-
lD
-
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE AE PER FLOOD INSURANCE RATE MAP 125096 0007 0
MAP REVISED: AUGUST 19,1991
0'1
:::l
<(
.....
ro
en
0'1
3:
'C
t...
CLl
>
o
LJ
.---
('\J
('\J
[T')
o
.---
(f)
.....
u
CLl
SURVEY INFORMATION PROVIDED BY A SIGNED &. SEALED SURVEY BY:
BRUCE A. KLEIN, PSM NO. 5052
DATED: 03/20/03
'~
o
t...
0..
Cl
<(
LJ
o
.....
:::l
<t
[T')
o
C)
(\J
.---
,I
!~
'I
I
i
..
SECTION 8
, TOWNISHIP 29 S, RANGE15 E
PINELLAS COUNTY, FLORIDA
...
)T
-~-
-('
r- "
--------
'"
JIII] ! j ! I: . i'-~~ ;
-.,.~ I ! I I I I )':
~_L...L_'___-LJ_ _
,
,I
..",..
J · '(IAt" r.,; "
.. . .. ~.,
. Jt'" 0;
.......
1\~'~~: ":~:.'
.,. I"" '" ,_
. .
,
1
I
SITE DATA
,
EXISTING (E) PROPOSED (P) REQUIRED
.
T T -
ZONING:
RFH RFH RFH
LAND USE:
ATTACHED DWELLINGS ATTACHED DWELLINGS AT'fACHED
(APARTMENTS)
USAGE: 16 UNITS 20 UNITS DWELLINGS
-
25,918 S.F. 25,918 S.F. 5,000 S.L MIN.
LOT AREA: 0.595 ACRES 0.595 ACRES
,-
16 UNITS 20 UNITS 30 UNITS/ACRE
DENSITY W /TDR 17 U~ITS MAX.
AlllLOING COVERAGE: 7,265 S.F. 1 ""fiQ1 <\,J:'" 'N/^
(S.L & % OF GROSS SITE) lti.b% 0.53
GROSS FLOOR AREA (S.F.): 11,810 S.F. 68,455 S.F. N/A
LA.R.: 0.286 2.64
-
fRONT: 19.9' 0' TO PAVEMENT 15'
BLDG. 4.6' 5' TO PAVEMENT 10'
SETBACKS: SIDE:
REAR: 17.2' 1) ~rO~JtECK 20'
-,,' 'T-n ',,-pl.'
54' fROM BASE flOOD ElEV.
BLDG. HEIGHT: --- 11' -0" TO MEAN ROOf HEIGHT 35' -100'
ADDITIONAL 6' FOR PARAPER WALL
PAVED VEHICULAR USE AREA: 5,860 S.F. 2.623 S.F. N/A
(V.U.A.)
IMPERVIOUS SURFACE RATIO: 20,852 S.F. 16,810 S.t. 0.95 t-4AX.
(I.S.R.) 0.80 0.65
OPEN SPACE: 5,066 S.F. 9,108 S.F. 0.05
(S.L &. % OF GROSS SITE) 20% 35%
-
PARKING LOT INTERIOR LANDSCAPING: 0 N/A 10%
(S.L 8c % OF V.U.A.)
,-
34
PARKING: --- ( 30 REQUIRED + 4 VISITOR 30
SPACES ) ,.
PARKING CALCULATIONS: 20 UNITS x 1.5 PRKG. SPACES = 30 SPACES
\
\
.
LEGEND
r~('-.l
,)
EXIST, ELEVATION
EXIST, CONTOUR
- 10 .
NEW ELEVATION
+ 10.00
NEW CONTOUR
- - -10- -
EXIST, STORM SEWER
NEW STORM SEWER
-
NEW UNDERDRAIN
I ___________ I
EXIST. SAN, SEWER
NEW SAN. SEWER - I - I - I -
EXIST, WATER SERVICE - - - - - - - - -
NEW WATER SERVICE - - - - - - - - -
NEW INLET .
NEW SAN. MANHOLE e
NEW CLEAN-OUT(C,O,)
C.O.
- I -fi]- I -
NEW BUILDING AREA
NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER 'vvvV'vv"\.,,-~ "-,,-,,-,, ,,-v
POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
4
M
B.F.P.D,
F.HA
F,D,C,
T,B,O,
T,&V.
METER
BACK FLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
I
!
I~
it
1=
l!l.
"
II
I.
Iii
II
Ii
II
SITE PLAN APPROVED
CASE # FW> La 03" 0'-0 'Z.:I/-r'Vl. 2J:03 - Ou Do3
CASE TYPE ~l ~f
ORe DATE ,:=2I.ii]()3
COB DATE, II 0
SIGNATURE
DATE J
<; (U. \' lJ,/,.t- \ ""^- \~ c\.... ~ (/ z.-J 0 04-
SQe ,,~'" w>~ ~ \~~ ~~~ -l.rA.)04-
INDEX OF SHEETS
C1.1 CIVIL SITE DATA
C1.2 CIVil SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING AND DRAINAGE
SITE PLAN
C5.1 UTiliTIES SITE PLAN
C6.1 CIVIL SITE DETAILS
_.._ ,.___~..,..,'" >>-;t ..,. .'If.l.,...~.....-.
,r-. " OJ r,,' I .,Ii,! I'"' t
I, . ('>Ii! :
\ "
, i"
,,...... '
1>....1
, I
I
1
-'I
'.. \' .\.' , '----~
,
J.
I_Vi
.\iJ
..
"
z =t
o 00
- 00 '"
... . .
. ~I
... ~ A.
~ -'^
O .....a
~z
A. .....-
'" :: t
z )(@
. .%
" II. '"
.. :=
00:=
· ':4Z
... "'..
~ ~..
~ ~-
.
... ;: t
z ~.
... e ...
~
z
o
"
>
Z
...
· 2
.
" ... 1ft
Z I: 1ft
- :)1:\
z '^'"
z ..
j ;a
A. ~-
...~
a '^9
z a"
. z .
... ..
.....
....
. ~~
... d~
p.
0:1
.'"
NES Comm.: 0322
Drawn By: B.JoY.
Checked By: H.G,
Issue Date:
Revisions:
No, Date
OS/21/03
Deseri tion =1
I
<I:
t-
e(
C
w
~,
-.'
(I)'
.....
-
>
-
(.)
.....
I-
Z
-
o
a..
Cl:
LLI
~
~
::c
C)
-
D:::
m
1.1.I1'-
>CD
-.....
a::~
c~
a::<t
we
~a::
~~
:z:: ..
<:)::c
-u
fi:i
..co
...a::
Nw
oa~
~~
~:i
an.....
~(..)
THIS DRAWING IS ~ INSTRUMENT Of ~. SHALl REMAIN THE PROPERlY Of THE
ENGINEER, AND SHAll NOT BE REPROOOcEo. PU OR USED IN /IN( WAY WITHOUT
THE CONSENT Of THE ENGINEER. <' ' , HI 2003 NOT PUBUSHED
1
AUG 18 2003
C1.1
..W.P.W....D. IIRO.ION CONTROL HOl'ii!'
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION,
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING.
3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTllY
IN PARTS OFF SITE,
4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES, ACTIONS INCLUDED
SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC, THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BmER.
6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN,
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 & 4OD-40 F.A.C. CAN RESULT IN A PENALlY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILllY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY,
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER.
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS,
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN.
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND, THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILllY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIOI~'NG CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIL, GREASE, CHEMICALS, ETC,
THE POND UNDERDRAlN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE, THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMITTED FAC I LIlY,
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
FILTER FENCES, 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 WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS,
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VlCINllY 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.
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAlN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANlY PERIOD,
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF 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
STOCKPILED MATERIAL, MAY BE RI:::.QUIRED, DEPENDING UPON THEIR LOCATION AND I HE.
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT, IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRlY (30) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPECIFICATIONS
THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O,T. ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE
FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0,55 MILLIMETERS IN DIAMETER; A UNIFORMllY
COEFFICIENT OF 1.5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILllY RATE OF THE FILTER
SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED.
2. THE PERFORATED PIPE SHALL CONSIST OF POI" YVINYL CHLORIDE (PVC) CONFORMING TO
ASTM 0 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMEtER ~ERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE,
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS,
4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA.
5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM,
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABllIlY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL.
CLlARING AND GRUBBING NOTI.
1. PRIOR TO #f( SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILllY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT, COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY,
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION, DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PlANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES. UNLESS OTHERWISE DIRECTED BY THE OWNER,
CLIARING AND GRUBBING NOTES ICON'TI
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN,
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES,
7, IT IS THE CONTRACTOR'S RESPONSIBILllY TO NOTIFY ALL UTI LIlY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING.
8, THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION,
9, DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINllY 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.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIl. CONSTRUCTION IS COMPLETE.
, 1, WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS,
12, CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERlY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS,
WATIR .YSTEII NOTI.
1. PER ARTICLE 41.03(B)(1) CllY OF CLEARWATER CONTRACT SPECIFICATIONS
AND STANDARDS, THE DEPTH OF COVER OVER THE WATERMAlN SHALL
BE A MINIMUM OF 30" AND A MAXIMUM OF 42" BELOW FINISHED GRADE.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3, ALL DUCTILE IRON PIPE SHALL BE ClASS 50 WITH A RATING WATER WORKING
PRESSURE Ot' 350 PSI IN ACCORDANCE WITH ANSI A 21,50
(AWWA C 150) AND ANSI A 21,31 (AWWA C 1 51) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A
21,51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71),
4, ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON ClASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111, FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
5, ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE ClASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM 0-2241.
6, WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM 02241-89.
7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS,
8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE CllY OF CLEARWATER STANDARDS
AND SPECIFICATIONS,
10, THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11, PER ARTICLE 20, CllY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS,
D,I.P, WATER MAINS TO BE INTERIOR POLYLINED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
12, MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCO;~DANCE WITH THE LOCAL REGULATORY AGENCY CODES,
1 3. THE IRF:IGAT!ON SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE iO IN5URt: DIFFERENTIATION FROM POTABLE WATER PIPING.
WAT~R SY,~,. '~l!STING AND INSPECTION REQUIREMENT.
1. ALL COMPC." --'4::) '''F THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTI')i!..,;D VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED ,.,ND "GCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORD.l\NCE WiTH WATER DEPARTMENT SPECIFICATIONS, CONTRACTOR TO NOTIFY
OWNER'S ENC;...':ER 4~m WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING..t:~TS.
2. NEW WATER ~INNS
AFTER C0MPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMW IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION,
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNlY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER, UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNlY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
SANITARY 'EWER NOTES
1. ALL SANITARY SEViER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER,
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES,
5, PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION 02321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6, ALL PVC FORCE MAINS SHALL BE ClASS 2000, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE, THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAlN",
7. ALL DUCTILE IRON PIPE SHALL BE ClASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21,8, OR A 21.51.
8, ALL SANITARY SEWER GRAVllY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D,I.P. ARE TO BE POLYLlNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
.ANITARY 'EWER TI!'TING AND IN.PECTION RIQUIRIIIINT.
1. ALL GRAVllY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR, CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION,
2, THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVllY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPO PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILllY.
3, ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY,
WAfeR/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS
GAVllY 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 EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
W A TI!R/'IWlR CLeARANCI RIQUIR!III!NT~I leON'TI
A. THE SEWER SHALL BE, ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D.I.P, FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
C. THE SEWER SHALL BE ,DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING; OR
D. EITHER THE WATER MAIN OR THE SEWER LINE ~4AY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTt- SIDES OF THE CROSSING, MEASURED
PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSnJ"CES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAlNi AIN LINE AND GRADE.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES
GRAVllY SEWERS OR FORCE MAINS 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 MA!NTAlN A 10FT, 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 THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE
WATER AND SEWER JOINTS SHALL BE STAGGERED,
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE' CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING,
SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE REClAIMED WATER LINE IS TRANSPORTING WATR FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF REClAIMED WATER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SAHITARY SEWER LINES, AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSIN, 5,
WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER I.OR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE
REClAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRllY AND PROTECTION OF THE LINES THEMSELVES,
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR '[HE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
GRADING AND DRAINACII NOTI.
1, ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, prAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE A:" DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROJED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGNNST
COLLAPSE AND WILL PROVIDE BRACING, SHEETING, ORiHORING, AS NECESSARY,
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPU ~TENANCES ARE BEING
PLACED, DEWATERING SHALL BE USED AS REQUIRED,
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCi ~ETE ClASS III (ASTM C- 76)
UNLESS OTHERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, ClASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIf\l TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6, THE CONTRACTOR IS TO SOD THE RETENTlON/DETENTI( ,\I POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION O' THE POND,
7, MATERIALS AND CONSTRUCTION METHODS FOR STRE~ ,'ND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE U ICAL REGULATORY AGENCY.
8, ALL STORM STRUCTURES SHALL BE GROUTED TO THE I !VERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRU :TURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
PAYING, GRADING. DRAlNAGI TI.TlNG ANt ..PICTION RIQUlRIIIINT.
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEEr PRIOR TO THE PLACEMENT OF
BACKFILL.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAlNA',iE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRE:) PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CON~;rRUCTlON DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREM~NTS HAVE BEEN MET.
PAVING NOT!'
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE ,;ONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGI,.. EER FOR APPROVAL.
2, THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3, ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAmc PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4, THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES,
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6, PAVEMENT IN THE PROPERlY SHALL CONSIST OF 1-1/2" ASPHALT,
lYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98~ OF
MAXIMUM DENSllY, ON SUB-BASE COMPACTED TO 9B~ OF MAXIMUM
DENSllY PER AASHTO T -180.
7, PAVEMENT IN R.O,W. SHALL CONSIST OF 2" ASPHALT, TYPE S-1
ON 8" L1MEROCK BASE COMPACTED TO 98~ OF MAXIMUM DENSllY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98~ OF MAXIMUM DENSllY PER MSHTO T -180,
CONTRACTOR" RI.PON.IBLITY NOTl
IT IS THE CONTRACTOR'S RESPONSIBILllY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
ClASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST ClASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALllY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS,
CONTRACTOR HAS THE RESPONSIBILllY TO PROTECT THE EXISTING BUILDING(S),
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER '
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES ,
TELEPHONE CABLES l
SECURllY WIRING
S~E UNDERGROUND MECHA: ICAL
{NCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILllY TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY
AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
1, TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96,
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAFElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC,
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILllY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILllY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
\.
\
.
"
NOTI TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION,
GINIRAL CON'TRucnON NOTI.
1, ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2, ,ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
,',ND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS, THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CO STRUCTlON.
4, THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREP CIES
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S E NEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN TH
AFFECTED AREA.
5, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILllY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
JTILlTIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM,
6, CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFElY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VlCINllY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION,
8, IT IS THE CONTRACTOR'S RESPONSIBILllY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION,
9, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE,
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11, BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 1 OO~ MAXIMUM DENSITY AS
DETERMINED BY MSHTO T -99.
12, SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
F,'},I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
~ 3, ALL PRIVATE AND PUBLIC PROPERlY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BmER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS, ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
~ A ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
8~EN OBTAINED, ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
.I,T HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD,
15, THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
ro THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17, THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18, ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAlN;;;G THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNE .
, 9, AlL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER 0
CENTER OF STRUCTURES OR FITTINGS, PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE END OF PIPE,
20, EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED,
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC" SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO ClAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED,
22, 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 F,D,O,T. STANDARD SPECIFICATIONS,
SECTION 125-8,3, LATEST EDITION,
23, THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURllY (DLES).
24, CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTlLmES WITH
DIFFERENT SUBS, SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
Le, SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S), THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES, ANY UTILllY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILllY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
25, ALL WORK SHALL BE PERFORMED AND FINISHED iN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
26, DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE, DEVIATIONS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27, SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING, DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
...
J z ~~
2 00
CD"
l- I .
... . ~I
I- ~A.
~ '^
-A
0 ~%
A. t:-
V\ oo~
Z X@
. .:z:
1_ tii ~ "'''
.11I
I- ~t-
CD:=
en. · ':4%
.. Moo
. ~..
~-
... .
Z ~~
~I
III .-,.11I
t -
z
0
.w "
>
Z
III
. 0
.. M
" .
Z III'"
- t:'"
z :)t\
Z ,^M
. ..:.
iliA
.. III
A. ~-
t-~
o '^ 0
Z A~
. % ..
.. .1
att-
. >.
.. ::I~
- ,,~
~ ....
O~
V ~"
NES Comm.: 0322
Drawn By: B.J.Y.
Checked By: H.G.
Issue Date:
Revisions:
No. Date
OS/21/03
Descri tion
en
z
o
-
~
c:c
(.)
-
...
-
(.)
W
~
en
w
I-
-
en
.....
-
>
-
(.)
w
I-
Z
-
o
~
~
LLI
t-
~
:z::
<.:)
-
0::
ca
w,.....
>CD
-,.....
~M
eM
~c(
wE!
I-Q::
!~
::J: ..
c.:;)::J:
-u
g;~
~aI
..-Q::
NW
oes~
g~
~c(
~W
O..J
NU
Tl1lS DRAWING IS AN INSTRUMENT Of' SERVICE AND stW.1.. RfloWN 'THE PlQ>ERlY Of 1HE
ENGINEER. AND SHAll.. NOT BE ~1IOOUCa). PUJJ..J:>tED OR USED IN N{'f WAY wm<<lUT
mE CONSDIT OF THE ENGINEER:', " . -' - ,<<;)COPYRICHT 2003 NOT P\J8U!HD
I A",
J-\U b 1 8 2003
. c".//
AEJ{T. P.E., t52943
COPIES Of' - ~ ARE NOT v~o UNlESS
EMBOSSED WITH THE SlCNING ENGlNEER'S SE'AL.
C1.2
.~
% .t
S! 00
... , \I
. .~
... "lit Z
~ "lit-
o -"
A. f'lltA.
'" Il4I '"
% eA
. ..!
~ xt
... ~@
. .%
.. . :.I
. ~...
~ .:=
z ;Z
... "lit..
t -~
Z f'llt.
o ~t
~ - I
- III
>
Z
...
C L_ [ A R w ATE R
HARBDK'
... tii
M-
DEMOLITION NOTES
DEMOLITION
THE REM OF THE SITE
ALL EXIS~~~L/RELOCA TIONINg~UDES
PROJECT STRUCTURE
BASE, UTI~I~EA, PAVING AtDWITHIN
SEWER LINES (SA
LINES ' STORM PIPES NITARY
AND ' POWER POLE ' WATER
TELEpUH~NEfGROUN 0 SpO~~~RHEAD
TREES, SHR~ABLES, GAS L1NAND
NOT LIMITED ~6' ETq AND I~S,
WHAT S SHOWN
CONCRETE WALKS
TO THE
LEGEND
',>,
/ '-- '-,
/
REMOVE:
!
.
--
'--
C"N I
", CRETE
------
'-,
-.......
----
-----
-.......,--
-!"'~
'.
ASPH. & BASJ
"'--..
'.
--.
"--.
--.
~
"
'....
'---...,
'....
~
'''-",
.
..
II
.
OJ REMOVE CO
r;;-] NEAREST EX~~~~2JNPADS AND
i3.J REMO JOINT.
VE ASPHALT AND
~ BASE
REMOVE EXISTING STRUCTUR~
f4l RE AND FOOT
l2.J MOVE EXISTING TREE ING.
[II REMOVE .
\ COOR LIGHT POLES
[I] DINATE WITH ,POWER PO
REMOVE EXISTING I~~~~ VERIZON ~E~I~~D W ASSOCIATED 0 H
f7l . ARNER CAB ..W
L.C..J REMOVE LE
CllY OF WATER METE
[I] REMOVE ~~~~;'A T:; :~~:~~~~IT TOR~~6vE/RELO
~ . X, BOAT LIFT CATE EX F
REMOV ' IRE HYDRANT
E EXISTING .
SANITARY
10 ALL LATERAL,
CA'v n ' ,
TREES S ' & EXCAVAT
AND PO HRUBS, PIPES ION RESULTING
~~~Ag~~:~~~~MH~~~ ~~r~LEgR~ilJ~~~:'E~~~~L OF
11 DENSITY. ACTED IN 12" OVED
OFF-SITE DIS LIFTS TO
CONSTRUCTIO~OSAL OF STRUC
DISPOSAL F ACILl~~~RI1 SHALL ~~~JR UTILITIES AND
PPROVED BY F,DI,~}?L1D WASTE
o 1ft
%\J If\ ~
.If\
i iii If\
% ....
. "'Q
.. ..~
A. t:O
A A~
%Z"
. .15
.. iit to-
. >.
::I~
.. ""
~ O~
\I .~
.L1T ~,')
..)l:'
LOT ~, 1
~,
\
\
\
\
\
\
, ,
..., /'
1 ..., /'
r...,
I...,
I...,
I...,
1 ..., ,
~I...,
1
\ ..." /
.... I (""'I ,,""
\ ..., q,'/ .....~.....
1 -.:/'
/1..., -'--.
'...,
I...,
'...,
I
.
un 30
....., ~ -"'..........~-
- .....
......... ........
."........, ~~
- --i;,:, ....... '
I ,',
- '
'.....
...,
'0
Y
'~" '"
...,
-"-. ....
- .
..."
...,
'-,
~ '- /~
NES Comm ·
I Drawn By. · ·
I Checbd ~y:
0322
I.J.Y.
H.G.
it
Issue Dat ·
.. e. OS/20/03
~eYlslons ·
o. Date.
8 11 03 Descri tion
PER CllY
"
'""'"' ~..........
....,
-,
'\ ''.
, \
\
\
\ \., \
\
\ ,
\'" \.
~'
,
"
I
/
r c.,)/
;Y
UJT 2C')
~ ::::INIDEVELOPMENT
Ila CONST~~ & BIDDING
ON DOCUMENTS
~JI
I
I
I
I
I
LOT ';'
c:.r,
;'
I
-
;'
=1
EXISllt'-JC;
8UIlDING
1._ EAR w ATE FJ
HA~) BOF:: '
4
I
/
-., /
''-1,.....
---
- pISTINr.
_ EAWAl L
TO RE.MAIN
-,
.,.j~
-"'---
----'-"
\
~" "~D,ll,IN"
\. '" /
~/-~X,WOOD v/
" DOCI< Tel REM
, '. " , AIN
'\ "-
, \.,
, "
,,/
w
I- w"
>CD
Z -"
0:: CO')
_ C CO')
o 0:: <t
A we
.... ....-
~o::
a::~g
W :J:.....
I- <:) ..
_:z:
<t~ g; ~
. a:.
~
NO::
:c oes ~
C) g~
_NO::
a:: .. <t
~ It)W
... 0-1
N (.)
,.
z
:3
D..
LLI
I-
-
en
z
o
-
~
-
-'
o
:E
LLI
C
"-J;"
~ <I
1 \4,( <I
~'017 -Q' \' ~
~~
.....-~~--~
n ~.
~" l~l/e/
Z+" I~V,;, I
" ~":. /
GRASS
:7
,y
,,0>
t/ 1 .
~~x I wonD
D()( k~
TO r(MAIN
,
[T'J
C>
C>
ru
01
[T'J
lD
C>
.;-;
-
LEAR'v/ {\ T [F'
HAF2BDR ' ,
to
-
SCALE: 1-=20.
O'l
~
<(
......
co
U1
O'l
3:
'Cl
(lJ
......
rl
U1
-
ru
ru
[T'J
C>
/'
(f)
......
U
(lJ
40
THS DRAWl
""'""" NO 5 AN 0lS1RU I -
THE cm6E:f:D O~~EL NOT ~F ~~ AND
ENGINEER fUl1"'W,^,~"" PO'" -~ REMAIN THE -
o ' I DU.x1LU OR PROPERTY
.:-:" / /~iS;)~~21N Nf( WAY Of THE
/ c ' 002 NOT WITHOUT
. , ' POBUSHED
C2.1
~
o
L
0...
o
<(
u
o
......
~
<:[
[T'J
C>
C>
ru
t. 'FUtoNS f<P.
THE SIGNI~ NE~GI~~~'SU~~S
x
})JqO/f1'f.y
/11'lJit
DJqVlJ
PUMP HOUSE
ABOVE RETENTION
POND
BLDG. TO MATCH
ARCHITECTURAL
DESIGN OF
MAIN BLDG.
SOLID BREAK-
AWAY WALL
~
--\.
~, ~
~--- ~
.~=3
~---
~ rl
~'-4 _ _
R=45.00' A= 1 06.03'(C)
CHD =83 15'~C)
CB=N46.07'05' E(C)
'DO NOT
ENTER' SIGN
NEW 6" THICK
CONC.
U~ z ~t
0 00
-
t- CO'"
. I .
~"
t- ~z
c= ~-
0 c=
-A.
A. r--",
'" ,..~
Z !:::z
. .. -
c= xt
... \Jl t- .@
...
. ~:z:
~~
... COt-
.. . ,..",
t- 111I
Z ;z
III ~..
t ...
--
r--.
Z ~t
0
- I
c= III
-
~ >
Z
III
. .
o 1ft
" ",,1ft
.. Z ~t\
- .""
Z =.
Z "'~
. -
Ooa=
CD ... =0
A.
0 ~~
Z Z 00
. .a=
...11I
... lilt-
>.
LEGEND . :~
"'a=
... ...
-
> 011I
- ~~
'"
NEW BUILDING
I NES Comm.: 0322 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
NEW CONCRETE
NEW BRICK PAVERS
OS/20/03
Descri tion
PER CllY
PER CllY
NEW CONC.
WALK
SITE PLAN APPROVED
CASE # FL-'D LoC 'j 0\1 Q L '7
CASE TYPE r ,~~
DRC DATE Ji'71 {i:>
COB DATE 'v \'\)'3.
SIGNATURE w
DATE 1-
~ DESIGN/DEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
/ /
NOTES:
1. INDIVIDUAL OWNERS WILL HAVE "GATE OPENING"
CONTROL DEVICES. NO EXTERIOR CONSOLE WILL BE REQUIRED.
2. TRASH CONTAINERS WILL BE ROLLED OUT TO STAGING
AREA BY 7:00 A.M. AND ROLLED BACK INTO TRASH ROOMS
BY 7:00 P.M. ON GARBAGE PICKUP DAYS.
3. EXTERIOR LIGHTING WILL CONSIST OF "COACH-TYPE"
FIXTURES ATTACHED TO THE BUILDING AND LIGHT WILL NOT
INTRUDE ONTO ADJACENT SITE.
REVISED
DATE:
NEW CONC.
WALK
EXISTING DOCKS WITH 7
w W,......
~ >(0
-,......
Z D::CW)
- CCW)
0 D::<I:
Z WC
a.. I- -
c:::c !9
...J 0::
D.. W ::::1:.....
o ..
W ~ _::::I:
D::U
t- c::c m<l:
- 3: w
U) 'lIlI:I'm
ND::
C) ~ ~~
SCALE: 111=201 Z ::J: ..<I:
- C) en;:
~ ~D::
-
c:::c 0:: ..<I:
II) W
t- ea o ....J
20 0 10 40 U) NU
SLIPS TO REMAIN FOR
SOLE USE BY PROPERlY
OWNERS.
THIS DRAWING IS AN INSTRUMENT OF SER\IICE AND SHAll. REMAIN THE PROPERTY OF THE
ENGINEER, AND SHAll. NOT BE REPRODUCED, PUBUSHED OR USED IN Nf'( WAY WITHOUT
THE CONSENT OF THE ENGINEER, COPYRIGHT 2002 NOT PUBUSHED
LENNIE NAEYAERT, P E # 52943
COPIES OF Tl-lESE PlANS ARE NOT VAlID UNLESS
EMBOSSED WITH Tl-lE SIGNING ENGINEER'S SEAL
C3.1
U~
z ~t
2 00
... co \I
. .
~ ~~
... ~%
~ ~-
~
o -A.
A. .... '^
'^ 1'4 0
% ~%
~ ..-
~ xt
... ~ @)
....
. ~:r:
~~
... co...
~ 1'4 '^
.....
~ ;%
w ~.:.;
t t:.
z ~t
o _.
~ ....
-
>
z
w
CLEAR \v' A TER
HARBOR
~
... til
en'
\t\)
..
..
CD
LOT 32
.
011\
... .... 11\
i O:~
_ .M
Z =~
Z '^ 0
~ ~ii
i :0
o Q~
Z % ~
~ ~~
... uS =
>~
. ~~
... \I ~
- ~~
> 0....
u ~~
LOT 31
~
--....
--....
~
--....
LOT 30
--....
~
~
~
.....
~
.....
~
.....
/ ~
.....
~
--....
--....
~
--....
--....
,
--....
--....
LEGEND
--....
,~
,~?&-~~~
o 00 % 8?3
NEW 6" CONC. '\ \"'; '/ '/
'f-- 2., 2' C ' - - - _ eURB~TY,,~PJ.~ ' ~~~$/);
..... ~ 00~SPIi.OIvc. --.... ..... --- , , 'J .. ~
li 1(1.0 '~~lC%~~ g~C!c ~ ,,2,!l;t4l'~J'SIW~Y ~~\S~ '0. .... '
lfrr.v ~ 0: ~tE:1v r " / D. ,}s.s
~ 1'1l1? '~ 'DO NOT ~0 //>::;'2ur.>~' ~;:;';::';::A:.. ,,'" ,C~ ,~\ ~I
D l?Jv~ ~ , '---..... , '---..... R~45,00' A~ 106,03' (c) ENTER' SIGN I.,.' ~ ~..;;,..,;"';;/;,. l'd!j~;,T';f;:E;';'~',,;:.'j: ~~ I
CHD, =83.15' ~ C( V::::'~ ~ ~~~::~::::::::::::::}~:::\(::;:::::::,',.. ',:::::i~rRy. "GAi~':}::::,..':':::"':':":'::::::::::::,::::' ~~ II
~ '~ CB~ N46"07'05'E C) '.""!':> 'j~" /I~ ,.;~fJ"") ,'"t",,,';s;c./;'j; ~ ~ I
' , ' ~ . "J' " --/ "" ~~;) .r.c!iF';'"';';;'';;;';'.''' g,.;; -
~ , , ~ ~~~lj0@'~~ )", l:5<A~~;;iij~"::::'r~ii::i:"";d~;~:': ~~ ~I
-.............. :::;,::?j:::,,~ :J/ ~ <<17 #'" ,: '::..::~ "..::::j:::;;;:;,:,:;::::':.:-:,.., ,:,' ':::. :::: ~
\ NEW 6" THICK~::::,:..:,_V'N ' ~ ~ ~ I::I\:: ..'X?..,,:, ',:,:-:::', --, ..,', " EX WOOD
'\., CONC. I 7ff7flli,u~ ~ /;~ .... ~<?).J,~:;:?2~;" :'::X11'~':",.:::',:,' ;t~\::,. !,:, DOCK
'\., /:}j;\:::,,::,:::-::::\,:.:[ ~: ~I"'''' ^>lfj~,:.,:::..,:::,::,::,:::::~,:::,:::"""", ,:', ':::: I ~TO REMAIN
~ ':/):..,::'::":":''''11 .., ',I"'1lo. v.:'~'",:,'-':,":::::, ' ','", ..., '
~ :,:..{t::~l:// At":'.-',.,:::....,,'..:.:::::::::::,:::::::: t/::;:", .. ..'..,.."" IJ '::::
""''\. DUMPSTER ....:'::;:::::'~' ",..:, ~ L:::'L:~j:'"f;:::::.:', ' ,:i:::,\:di/:t:::;::::,.::;::\,:" :,::<: : ", "':'.:,:' I~ I
)~" "'" ,-STAGING AR~ .W~~/;;;;"3,O~, cili;ii:'c':'",,-&t4 . ,; '~l.fu r;
/ ". ~ 1I:~2l&f~~;:~:~~~ r ~d~~t2;cm~;~'~;;;~\i'i.X::!2';~i;c::i'~q':i'~' 1~ -~~ CONe
, . 'S;lI":"~~'-':T'F"~:A ' ' ~X::::;:7;,'-: ',,,,,/,;,p "::"'::'L:::.:::':,::~::ni~~;(F,}j):::::,::,,:, :",:/';r:;:?~?:::::;:'::\',y'::/::\t:{}:,::it:::::,:::':;:..:::":~::;?:~::,', ,," : '4:rrwlI "\
20 x20 \'1 SIBllIf%!o;" ,.J.:~~, i~ili'l ' .., '::, ~-:-!'J... :?"~ ~ . ~:E:::: ;<,: ,2~''::::>(:::)l :::'::"~'::\ :::,~..:-,:::~..",:,::::::<",:..::::::;::::::::::~:".::::::::::;'N*~i'~:~~:::':: ., ':' ' , ,'3;/ItI:;jKl f::!
:~:~~~:P) ~I{' ....:{:,' ,)~ ~~fi3~~!~~cit~.jj!~;;c'8~:t~i:'fft!;'li~ ~it';;iu
0' .l;~j';:' i~~ ~V ~~;.r;i.~{i;'",:~~I~~i'i[Jf~s'~::~:;;;'!~;!~:,iw~gi:'~qil J/ lfl
l 'a i'''&;I.~,.'''!@;''^~# ~'K"~'i$0t:'~:;";',~~:~k.i'i'';{M~I.~:;:(!:,;,;,'i~;~~J,t/
EXIS riNG o. ":::':::;::f:~~,..:"",~h::::~~ -~~ ..:::J~t:~:~ ,2;t:;:ii:L.::':::':,:::;/::::::::-::,/':,::,:::,:~: ':::: :'::; :::i:~,::::L....:):,::,~:,,:,::):::~:~~i$.k~ ~~f1:J(jJ }?
B U I LD I NG ::: '0>'" '" " ....1;,..""',1& <!" ",",", """'''''''''' '.',""", ,.'", ", ,,,,SOLID, BREAJ<,,,, ',.' .,. ' "."",c;''''','i''' "")' ~ ,/ ~ p ~f If (0;
'0'
..."""s~ EENhwl)%i" III" """" ..." ..........~ ~ ~
RETENTION h
~~pN~L.:' ~ ::J ~ ~~"::E::,:::::~;;;;&!IE:~ ~
:T EL;;;;:Sg'/"2;'2E~~t::3;:;?...
""'-NEW CONC. EXISTING DOCKS WITH 7
WALK SLIPS TO REMAIN FOR
SOLE USE BY PROPERTY
OWNERS
~
--....
--....
LLLLLLL!=L_LLLLL
LLLLLLU_LLLLLL
LLLLLLL:_LLLLLI
LLLLLLI_'_LLLLLL
LLLLLLLI..LLLLLL
I
NEW BUILDING
I NES Comm.: 0322 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
NEW CONCRETE
--....
~
--....
........
OS/20/03
NEW BRICK PAVERS
Descri tion
PER CITY
PER CITY
lOT 25
/ /
LOT 26
NOTES:
1. INDIVIDUAL OWNERS WILL HAVE "GATE OPENING"
CONTROL DEVICES. NO EXTERIOR CONSOLE WILL BE REQUIRED.
2 TRASH CONTAINERS WILL BE ROLLED OUT TO STAGING
. AREA BY 7:00 A.M. AND ROLLED BACK INTO TRASH ROOMS
BY 7:00 P.M. ON GARBAGE PICKUP DAYS.
3. EXTERIOR LIGHTING WILL CONSIST OF "COACH- TYPE"L NOT
FIXTURES ATTACHED TO TI-E BUILDING AND LIGHT WI L
INTRUDE ONTO ADJACENT SITE.
~ DESIGNIDEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
o ' r~"
II NIO" "."111 Iii I
u' ." .,~
1">, t. -t'll~ . r, ' ,~,~r-",
1"'&.1'\1" .. ,J ., n,. .' ,.' ,,_, v ~ v,,)
CITY OF CI EfRNAI EI1
CLEAR\v' A TER
HARBOR
l~J
.J!?
I\.
.'")
fV
<
SOLID BREAK-
AWAY WALI.=
EX
WOOD
DOCK
TO
EMAIN
SITE PLAN APPROVED
REVISED CASE # FL-O 2..-0,,3 - 0 '.tl ~ '2.. 7
CASE TYPE (, \ ~'?
ORe DATE ~ 0:3
DATE: COB DATE ,1I 1) ~
l;"2-104- SIGNATU~E \.~~~ ""~
{ I DATE ,1- 10 1-: .! e.L \e-~ W
f ,t St-L ~\L WI'-
I- ><0
- I'-
Z O::::M
- eM
0 0::::<(
Z we
c.. I- -
<C <(0::::
....I 0:: ~g
c.. W :I:LL.
C) ..
w I- _:I:
0::::(.)
I- <C ~<(
- ~ W
(/) orq~
NO::::
C) I- ~~
SCALE: 1ft=20. Z ::I: ..<(
- C) 0)3:
~ - ~o::::
<C 0:: ..<(
10 W
I- ea o ...J
N (.)
20 0 10 40 (/)
'"
EX WOOD
DOCK TO REMAIN
co ---
~
,'t'___
!!!iii-
~- -::\
~~
----
~-
CONC~'
BOAT LIFT
CLEAR\v' A TER
HARBOR
r- -
EX WOOD
DOCK
TO REMAIN
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALl REMAIN THE PROPERTY OF THE
ENGINEER AND SHALl NOT BE REPRODUCED, PUBlISHED OR USED IN mY WAY WITHOUT
THE CONSENT OF THE ENGINEER. @COPYRIGHT 2002 NOT PUBUSHED
C3.1
LENNIE NAEYAERT, P E # 52943
COPIES OF THESE PlANS ARE NOT VAUD UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
z ~t Ii
52 00 I.
I- cp "'! II
. ~" II
... ~z
~o ~ii Ii
-A.
A. .-- '^
V\z ~O
-z
. ..-
~ xt
... ~@
. ~:t
~~
~ CO l-
. 1'4 '^
I- ....
i ;z
III ~.:.i
t --
.--.
z ~t
o _.
~ ...
-
>
Z
III
.~
I'~ I i ,- .\ D \ / L l' l.' f,j
'>- - L. L_ t-i f'. -,V I I _ I "
. .j r~ f~' E [1 k
"~
~
~~,.; \ ~
6.)4 Ie" ~
... tii
M-
"r'-.
I "
/
---~--
--.~~-----
!
!
'"
,
",
~
11III
..
D
6
\
I :-1 --; -
L U 1
.
'.
,
''.
".
'''.
'\
\
\
\
~~\
'\;'
,\\
\\ \
'::\
\\\
. \ .
\\\
alA
... M IA
i ~t\
- .M
Z =.
Z '^Q
. '-
~ to
A o~
zz,
. .~
.. .........
- ...
>.
. :: ~
,,~
....
011I
~~
UjT ~l
,/
\
L.Lli ";1)
LEGEND
i
'"
1'1./
'- _ 1_
L L L \_ L. L. L L L L L L L l.
l_LL ~_LLLLL.LLLl_
U.LU_l_LLLLLL_L
LL L.~,_LL LLLL..L.LU,
U,L.l_LL,LLLL LL.LL
I I 1 ,
I
.I
- .......
NEW BUILDING
-. '..........-..........
,~~ ~c")
ooo~
\ \ ,#
....... ". ....~-
.~ !
,~
j~~ . ,..J. '. .
.,' 'l",- )'~s,~~.'//\'r"<.:..'~"
~ b ~ "'~~ f~';!~J ~ 'j "'~:/ r ." ',,'- '-.'"
-a, ~ II Ot. ~"hl~' ~_/-! I ,:> I ~.> ~;. A-<, ',~
..(7 I "'V, I~!, .\!
, , ~~~ "
'. . ::::::':"~ bJqVlJ
",
- -~-----. '---
--(
................. ~ ~
"
.......,. "
I NES Comm.: 0322 I
I Drawn By: B.J.V. I
I Checked By: H.G. \
.......,
"
,,/.---
"'-..
"
//
[
./- - -=-===-=.--....----
'-.,
/20'x20' VISIBILITY
/ TRIANGLE (TYP,)
--- ..-- ----- -
. /
/
NEW CONCRETE
:/r,/..
" j " '~~,r:T
-'1: 1-:.r::'~:S:L
....,--ir~~
c,:J~,"'I
"'r --
~L~IJ, .
-"-
''-.,
........,
R=4S.00' A= 1 06,03'(C)
CHD.=83.1S'!C)
CB=N46'07'05 E(C)
"
OS/20/03
'. .:-........
-............ -....-.....
"
NEW BRICK PAVERS
-.
~'--......
'-
Descri tion
PER CITY
I
I
.....- .
- ....~,
~
.............
.''-.
"~,
\
\
\
, I.
,. \
,
/
"
"~'
'., ' ",
L tJ T L.
NEW CONC.
WALK
/ /
NOTES:
1. INDIVIDUAL OWNERS WilL HAVE "GATE OPENING"
CONTROL DEVICES. \]0 EXTERIOR CONSOLE WILL BE REQUIRED,
2. TRASH CONTAINERS WILL BE ROLLED OUT TO STAGING
AREA BY 7:00 A.M. fIND ROLLED BACK INTO TRASH ROOMS
BY 7:00 P,M, ON GARBAGE PICKUP DAYS.
3. EXTERIOR LIGHTING WILL CONSIST OF "COACH-TYPE"
FIXTURES ATTACHED TO THE BUILDING AND LIGHT WILL NOT
INTRUDE ONTO ADJAC ENT SITE.
~ DESIGN/DEVELOPMENT
D PERMlmNG & BIDDING
D CONSTRUCTION DOCUMENTS
L 'j"[ 1--=J
t.XI:~ TIN,.;
BUILDIN(,
C l_ [ A R 'vi r; T [ F
HARBDk:
"""-
''''.
, [X'~'
'" WOOD'.
""~i~"',
~MA~)
, /
-EX WOOD ,/
[iOCf< TO REMAIN
77
VJJ\
5D \\ \
'....,
"
\,
"
,
"
",-
,
;.-'
,
\
w w,....
L->CD
r-- _,....
Z ~ C")
_ c C"')
O ~<(
we
o..~~
0::: ~ g
w 8 LL...
~<C ~~
co~
~~ffi
... ~....
... .. <(
C)g3:
_N~
~ ..<(
1.1. It) W
~ 0-1
... N (.)
'., .....,
" ./
",/'
----.J!I!IL...@.
EXISTING DOCKS WITH 7
SLIPS TO REMAIN FOR
SOLE USE BV PROPERTY
OWNERS,
I
I
I
,.--1 [ I
I ,___J __'_, l
i i EX WOI~)[i I
! I ., - (' I ' I
I' U'..i _ '" I
I LEL F:EMAiN I
I !
L__"
z
:3
D..
W
I-
-
(I)
C)
Z
-
~
<t
I-
en
l~OAT LI ~ T
. '. r' "I' i-I "
I t, " -' I. 'f, I' ,.'
u ~__ ,__,--l ". i/ rni . '-_. "
-1 ~~ !<:' t~ (_ J I':'
[T)
C>
C>
ru
r--
[T)
C>
ru
[T)
""
""
ru
SCALE: 1-=20.
01
:::J
<1
:::J
.c
I-
D1
3:
TI
Q)
+-'
~
U]
.
"\.,
1\J
(rl
C>
~
THIS DRAWING IS Atf'IN~fR:.J"DH' (F ~,~' -
ENGINEER, AND S~L NOT. tlE. ~Ej:>RODU ' '. ~ , tv. OR USED IN ~ WAY WITHOUT
THE CONSENT OF -:HE ENGlNE.ffi,., "~) CCR-YRIGHT 2002 NOT PUBUSHED
If]
....'
u
Q)
C3.1
~
o
(
II
o
<1
U
o
+-'
:::J
<1
.1!..f._t:s'JQ.n
P~~t:~ ARFNOT VALID UNLESS
rHE SlGN!IIG ENGINEER'S SEAL
.
{Tl
o
C~
.~
% =~
S! 00
~ ,"!
. ."
... ~z
lie ~-
o -I:
A. .-.. '"
V\ "" A
% t:Z
. ..-
lie )( ~
... .0
..
. .:1:
.~
... CD...
. "" '"
- '...
Z ~Z
... 'If.;i
~ --
.-...
% ~~
o _ I
lie ...
-
>
%
...
\
... tii
en'
I~L_Ert.:,f~\tJI; TEF:
H ?1 Fl B [J F,'
\
"---..-.
'---..
~
.
III
CD
,.
}""
;
"
'.....,
.
"-""'"
o 1ft
... M 1ft
i .t;
- oM
% =.
% "'Q
. ..~
~ t:O
A A~
%Z"
. ....-
... ...'"
>.
. ~~
\I~
...
011I
.\J
"-,
''-.......
'~
'-
'-,
',,-
'''',
''"'-
"'-,
"
"-'"
/
,!JT ~c'
(
I
/
l. [1 T ? 1
,
,
/
I
I
I
I
I
\
\.
un ](1
n '/"---"'---
0'/ ",
~/
'..... ......,
,
" ,
,\
\\
"
'",':'
~ ,
'..... ~-
'..... ~ '-"""'-
,/
1
'" I
"""'" ~v. Q
, , "', 'l" '
- ..... -...... ~'I..::
, "1''-
./~
/ ".
/
/
/
/
/
1
1
/
/
/
/
/
1
/
/
1
/
'-I
r-I
_ f_1
~I
1
I
I
1
I
/
I NES Comm.: 0322 I
I Drawn By: B.J.Y. l
Checked By: H.G.
:')7'
.s/
, ~~~
"
OO(S&.C~- --
\\0, __ '
j/ --
:1'0c:)'~ /
NEW TRENCH ....\6<6; ---r
DRAIN \' -- tJl
TOP EL. 5,2 . ~ '<1-'
INV, EL. 4,0 ~ ~
--
~,<"
'.::./
..... "',
"<
'...............
---",
.. ,
-::'.,./ z~-- .r-,..... ,
~ . ,,_ 5>-:,""} ,Yj~>.'~J'IA,,/(, "/'~ .~,~~- .~-. '- _"'..
h~ ',v I..'} :'it,' .!I/,,.' ", ""
~ G " " ' (~/-I" ':',]"!: !;.>--~....-,
11 ' I / l/I' , "
, , ' 1\</ '
, .. ", I'W Il~"l,\ 'V,
<-'::::::~- ~ l'l?J? D '. -
: - -' - . 'l?!l?JJ
/
!
!
I
,I
',J
NV, 1.9
"..........,
// --- ------ --~--
'-
NEW CONTROL
STRUCTURE
ONSTRUCT 14 L.F,
\~\ OF 6" U,D, @ 0,0%
\1\
\ \
~A
" II
t;..l I
"
'-.,
-........,-.' ,
Issue Date: OS/20/03
Revisions:
No. Date Descri tion
8 11 03 PER CITY
':i/^'
\'/ \
" ,
, -,
R=4S,00' A= 106,03'(C)
CHD.=83,1S'(C)
" CB=N46.07'OS,)E(C)
~, '-~:=-'
! '
I
\
'-
,,-). "
I -l-:~,>
I
i
1---,--_,,__ Ir----_
I I -----
I I E" W(',n[
I j<,. ~ ~
~ [Joe I',
-,' -----E S ..__/TO REMA.I;
b . . .
, i INV, 3,6 c~__ i
1/ ! --
I I
I
! ,
i .
I
/ !
. I
//1 (]
,,'./~
, 'C:>
''''"
/ r~'
-/.' I ~' Q:j :'\
"II ~&
l / I~ ~
f/~~
/~/,'i,\(j "C:> NOTE: CONNECT ALL
J (j C:> ROOF DRAIN TO
~t ~ RETENTION POND
1)0' ~
POOL OECK r I.f?lo 4f'-J
/, t,..fL (j
4/~~
~;,0'
, / ~~~
/t~
'\"
\
/ /
"
, j,"
....
L [11 ~'c,
-",
NEW TRENCH DRAIN
TOP EL.5,2
INY, EL, 4,0
I
I
,
o DESIGNIDEVELOPMENT
o PERMlmNG & BIDDING
a CONSTRUCTION DOCUMENTS
\
I,
-;/
,('
,.
LIJT i:-t:-
eX!::,T!NC
'31!1: rW~I-;
C 1_ E I~ R \v ! ~ T E F'
H~~RL'CJR
z
:3
a..
LLI
I-
-
(I)
W
C)
<
Z
-
~
C
C
Z
c(
C)
Z
-
C
~
C)
-- --- EXISTlt-JC-
SEMI/ALL
TO REI,,1AIN
.1 ~
r)--':''':-
WWr--
I->CD
- r--
Z a:: CO')
_ e CO')
Oa::~
we
a.. to--
~~
a::: ~...J
W :c ":
I- ~::c
c:c a:: Co.)
~:~
NO::
w
~ oe....
~ ..~
C)~3:
_NO::
D:: an ~
~ C)....
"'NU
"
',ill
........ .,,/
..........v/
-"-,.'!S, "-
<:J//
~ ./
() .-"
,7
~ ''.~~'0
~/ ~G
~/ ,
~,/
--~
- ----~-,'
[Y')
,.--,
',' .c..'.
'I :'
","_'l\.,j L:t'
I
i
I I
r'-;- ~~1 [_=--1
I. II EX . WI'~JO~" I
DC.lCI\ J
:. [,~I:_:~~0~=_~_,__
("\..J
C>
~
C>
C>
...-<
I [_, F t\ F! 'v/ /; T [ F'
H ('1 F~ F 0 F'
(I)
-
SCALE: 1"=20'
01
:::J
<!
C
o
::;:
01
3C
'Cl
I
~
u
--
('\J
('\J
[Y')
C>
./'
If)
+.J
U
OJ
THIS DRAWING IS AN INSTRUMENT OF ~ AND SHAU. ROWN THE PROPERTY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED, ~SHED OR USED tl ~ WAY WITHOUT
THE CONSENT 01' THE ENGINEER,r ,/ ~COPYRIGKT 2002 NOT PUBUSHED
C4.1
,~
o
L
0..
Cl
<!
U
o
-+-'
:::J
<!
(T)
o
o
(\1
huu 1 c 2UU3
SE P~S' ARE NOT VALID UNLESS
TH THE ,SIGNING ENGINEER'S SEAL
><
.. 1/
-"-.
'-"-.
1-"
~I-.
" \ I -. I" /' ,,/' ,
" ,-, .~".'>/ ~..,
" " " - -. , ......'-:>,'
-,,- \ -'-,
-''''''''''......... -"-"-' 1'- "
---- ' -. /
"-_ -"-.. I
- " I -. , ,,_,
" " " / -. , f' --,'
- _" I -. /," .. , '
" "J" r ' <; .. -.~' "',
I" _'.. .- -. , '''', (~/-'" "-..~ ......,
-.......... I __ lit '"'- --..~ ,1,'01. /';" .... ~ '-. ~ .." -..j ~'I:':: -./'~:r...., -..........~'--,
, / .................. l.. 11 ~ "-' \ ~./ . -- ' .............
, " " - '_, -'., v -. v f: "1; ., I...J I, .............,. -" '..
~ - " " ", ' , ' b ~' -. .. ...... \ I; ,~' , 'y r r rOo '-. ..
" " ",,--,.. "'-. , .. \/40 -., ", .- ~'..'/ '1 /~,<J v,c. R---' ", ~
- ... lit ", :l~')-, -. , -. '.. Op Uh '...... ,~'"
I --.....;.~..~- -#.7./. h' ~ I ~>- . .' Ij/.~ ,:(/\.'1
" 41j~ "VA -.'......
. , lit ....1It__. lit lit <1. ')l/;'b ....>-... "-",~ _
I -. ,"" lit -<.(.({ /) .....,
, ,lit _ ~.....J
I ~ ", - " ~-.
". lit lit '.-.
" .""1It ~ ~I
I ....... ......,~~"- lit - .,~ I
.. ''', lit lit ""
I -~- """"IIt,,__
......~ '-. ......... ........
I / .. '. '........ .... .. ~ .. .. .. .. .. .. ' ~ ~
I ""~I
I rv h" /..""... ..', ,....
,," . .. -"..,,,,,,,,, ..~
"",,1, /
I ,'~,-
" :-,'
....... . \ ,:,/
I / \ \' I
I
I
I
I
I
I
I
I
Q
{/
,~I
I
I
I
I
I
l_ [J 1 =.~ c'.'
/
"
~,
lJ r ',toO
/
,
I
i_OT
;~t:=,
",
'-"
"
./
,-
I
I
"
''-~ ,,0)/
~'-..,,,'/
"-
.. ......
'.... -',-
',"'.."
- ..
'- '-~.-.:-:..
[Y"J
o
o
C\J
to
o
en
C\J
"'f
~
; = i_Eo. ?1 F: \v' /~ T [., k:
'...,11 ,.. ~:-) [) !--JI r,~
r-:,', L"_ I
.....
C\J
01
::J
<l:
::J
.c
f-
D'I
~
D
ClJ
......
'.....
[f')
---
C\J
C\J
[Y"J
o
---
(/)
......
u
ClJ
o
L
0...
Cl
<I
LJ
o
....,
::J
<l:
[Y"J
o
=
(\J
/
C LEARw A TEF;
HARBDF;
-',
7"'" "
; '-.
;
.~.
~
'--
',-
.........'"
/
.I
;'
1
!
/
'"
'-.
'''.
..
"
'-.
I [J r ~ 1
/
,
\
\
\
,
LOT 30
!
;
I
i
,. ,
t'/
,.
...'
/
I
,
I
"
;)')/
")'
/'
"~~C)
00'-
\ \0.-- '
:1'0~''t..~
~/.- ~f
--J..,
<-:?'/
7'
.-/'
NEW 45 L.F. OF
8.....D,I.P. SAN. SEWER
,@ 0,44%
REMOVE EX. LATERAL
'OPEN CU ADWAY
,/
7,0
~'
:.~--------+~;.~- -- ------_..!~ '.'
17
16
-=
.
15
[XI~,TN '
L~IIII L,It-.J'_,
v. ~t. 5 _
NEW STAND PIPE
I_(,")!\F.
L!U.:', f li f 1
~_..,-" "-<.s><\,
,-.
t,}' I
I
I-~_ J t-=-
: i EX, 'NOi)[j
I I DOCf<
l Ug REMAIN
. \
\1\
\ \
\":\
:1.
\Ii
I
...~~ .~
l_-)t.-,
.-: .J
: .!Ld
~I;:.-
'- ~'l )
--lJ.J
f~XiC, 'INI,
. ,E/'~.'J\t..,i_.L
L, hE~N,IN
9' 'When rOQdwQ bQse is 8',
7' 'When rOQdwQY bQse is 6'
Qll other CQses,
3'-0'
,...,
Vl x
,!Ii d
!... :L
d
>h
See Index No, 301
CeMent Grout
QS required
8'
Plug
(See
9
Cel'lent Grout
As Required
@ 12'
6'
4'-0'
PLAN
SECTION A-A
t:mE.S!
Lo."'P ho(~s sho.ll ho. V~ 0. _0. t~rproof
bltlMW'oouS coo.tlng on the exterior,
K~rs ~stlc Blo.ck 300>4, or
Proco EP-21",
Plug to be plastic with '0' ring or
VC with '0' ring.
P,V.c, pl~ ~ntry r~q~s tro.nslt~
_nhol. coupling o.cc.ssory by
Johns Ho.nvlll~ or ~quo.l o.pproved
water stop coupling,
~TIIIO
CITY OF CLEAR'WAT[R, FLlFIDA
ENGINEERING DEPARTMENT
~\/N IT 1I~~95
MoeD IT SANITARY SE'WER MOl NIl
V,J,S. LAMP HOLE DETAIL 303
_. ~n 11F1
1lEV. ..'"
TYPICAL FIRE HYDRANT SETTING
N.T,S,
ONL Y APPROVED
- Fire Hydro.nt AsseMbly
<TypJ
Kennedy Guo.rdlo.n No, K -81A
Muller Centurlo.n No, A-423
U,S. Pipe Metropollto.n
Dlsto.nce Vo.rles
'\
r--,
/VQIVe Box
18' Mh
24' MQx.
/VOlve Box
; ': --';>\;~:'~'~"'~
, .,'
/.'~ ,)'
~
:L
NEW STAND PIPE
Joint Valve
.
<J)
I
(\J
To.pping Sleeve 8. Vo.lve
By City, Fee by
Owner or Contro.ctor
.
-.-----
.. _, [, I
VUU) !
(' ,-, I
Connecting Piece w/lntegro.ll !
Co.st Mech. Joint Glo.nd on ~
one End- D.l. Roto toble Mech,
Joint Glo.nd on Other End.
CITY OF CLEAR'WATER, FLORIDA
ENGINEERING DEPARTMENT
TYPICAL HYDRANT O~-'ilf/93
O€CI\D IT SE T TlNG ..,. NIl
TAPPING SLEEVE" VALVE ..
-, ~IT BY CITY "IF"
"
,
'- Restraining Joint <Typ.>
fl'
U,1'\IN
NOTESl
1. All Fire Hydro.nts to ho.ve 5 1/4' V'lve Seot,
2. See Index # 407 for Jo.ck 8. Bore ;"etolls.
IIEV. ..'"
fl(SCIlPTDl
EW 4" DR1 H 36" MIN COVER
,.
c ~
~ ~
~ 2 1/2" Brass Valve
Ot' W/'.-'/2" r;,. Ho,. Conn.ohon
~ 2-1/2 0,1. CL, 52
/ r 4" x 2-1/2" Reducer
OCD
I I
N N
'_ 1_ :\ ~: 'v! A T L F.'
i.\ P ED F:'
18"x 18"x6" THICK
CONCRETE PAD
c
~
Thrust Restraint (T yp)
Per City of Clw. Index No, 403
CD
I
N
d Th""t R.,tco;nt (Typ)
Per City of Clw, Index
Ebba 1500 Series (Typ,)
Per City of Clw, Index No, 403
No, 403
FIRE DEPARTMENT
CONNECTION NEAR SEAWALL
N,T,$,
FIRE DEPT, PUMPER
~CONNECTlON
6" CONC. Wj6x6 W,W.F,)
COLLAR laC Sq, AROUND CONN,
FINISHED GRADE
to
r0
SCALE: 1-=20'
RESTRAINED JOINT
3" 0,1. M,J. 45' BEND
3" PVC SC 40
Cl FROM STREET
FIRE DEPT, PUMPER CONNECTION
NTS
.~
... tii
en-
~
..,
..
a
z :=t
2 00
~ aov
~ 1 '
.~
~ "tZ
a= "t-
o a:
-A.
A. ......,.
'" "'0
z !::z
~ 00-
a= )(t
~ ~e
...
. ~%
.. .~
ao~
. ,...,.
~ 111I
Z ;z
... ~oo
~ ..
--
.....~
z ~t
0 - .
a= III
-
>
Z
...
.
o 1ft
~ ",1ft
Z od:\
- .M
Z ~~
Z .,."
~ ..~
.. ~o
A.
0 o~
z z ..
~ ~~
..III
.. III~
. >~
:I~
.. va:
- ..~
> 011I
- .~
V
I NES Comm.: 0322 1
I Drawn By: B.J.Y. I
I Checked By: H.G. I
Issue Date:
Revisions:
No, Date
8 11 03
8 21 03
/ /
OS/20/03
Descri tion
PER CITY
PER CITY
~ DESIGNIDEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
z
:3
~
LLI
t-
-
U)
U)
LLI
-
I-
-
-I
-
I-
:::)
w
I-
Z
-
o
D.-
o::
W
~
:c
C)
-
D:::
t:a
w.......
>CD
-.......
a::C"')
CM
a::<t
WC
1--
<ta::
~g
:1:.....
(,:) ..
-:I:
0:(.)
m<t
w
.m
NO:
~~
..<t
G>>:!:
~o:
..<t
anw
0...1
N(.)
THIS DRAWING IS' AN INSTRI)M(~Or SER\IlC, REMAIN THE PROPERT'l' OF THE
ENGINEER. AN[' SIW.I. NOT BE '{EPRODVr: . P:JBU ED OR USED IN Nf( WAY WITHOUT
THE CONSENT or iHE .t-It:ER, ," ['COPYRIGHT 2002 NOT PUBlISHED
,/' '
C5.1
18"
4'-1"
2-1/2"x2-1/2"xl/2"
ANGlE ~ r ~xJ/8"'
~ Nm)R SlY,
GRATE FRAME W/SM>, STEEL
FRAME W/2 ANCHOR STUOS
PER SlDE - EOlW.. CENTERS,
GAlVANIZE AfTER FABRICATION
P/L
'"
J
z =~
o 00
- 00"
~ I "
. ~I
~ ~A.
a: -~
O ..-,A
"'Z
A. ..-, -
.,. :~
Z )CQ
. .z
a: u."
~ :J:
00:
· ':4Z
.. Moo
..1# ~...
~ ~-
.
~ ;:~
Z ,.. I
III ..-, ...
~ -
Z
o
"
>
Z
III
RETENTION BASIN
NON TRAFFIC GRATE
ELEV,4,6
TOP OF BANK
2"
H
GREASE SKIMMER
(SEE DETAIL)
It'. hi(
0.18' 0,43'
"
BOTTOM OF SLOT
ELEV, 4,42
NOTE:
ALUMINUM BARS 0 6" O,C,
GREASE SKIMMER
TOP VIEW
ANCHOR
STNI)AR> DETAl.
15" RCP
INY. ELEV. 2.0
CONC,
PAD
I-d
,BOTTOM
I_til
UI'
CAST IRON RETICULlNE
GRATE, TRAfFlC TYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
8" CONC. WALL
4000 PSI 0
28 DAYS
'4 " 012" O,C,[.W,
~
.
~
...
o
10x10 W,W,M.
I
J
~
GREASE Br~ FFLE TO BE
1/4" THIO ALUMINUM
w/STAINLE<;S STEEL ANCHORS
6" UNDERDRAlN
INY, ELEV, 2,6
SIDE VIEW
3 CONSTRUCT OUTFALL STRUCTURE AND DISCHARGE PIPE.
1 PLACE EROSION &: SILTATION CONTROL. SEE SHEET C1.2
AND PLANS,
2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN
WITH PIPES,
SLOT & GREASE
BAFFLE DET AL
N,T,S,
NOTE:
1, CUT PIPE flUSH
w/INSOE FACE Of
WALL
2, MORTAR BOTTOM TO
......TCH INVERT OF
OUTfALL PIPE,
4 PLACE GREASE SKIMMER,
CONTROL STRUCTtJ=E
N,T.S.
5 PLACE EROSION CONTROL AT DISCHARGE PIPE(S),
RETENTION BA~ I l.N)ER[)R~1N DET AL (1)
N,T,S,
t.tTERED EN) SECTION DETAIL
N.T,S,
N.ET DET AL
N.T.S,
.\tJ
..
,.
EXIST, SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
&: BASE
P/L
SEE ~
· !l
".
z E=
i ::>> t;
Z ~M
j ~:
A. Ill:-
~Ill:
o ~9
Z AU.
. Z ..
.. ..
.....
....
. >~
... :I Ill:
- ".
~ 0:1
\I ."
RETENTION BASIN
PlACE SOO 1/2"
BELOW PAVENENT
nN, GRADE PRIOR
TO SOODING
POSlTM 0RAlNAGE (4" llAX)
WEET EX.
'~ CONPN:TEO GROUND
POST OPTIONS:
2"x4" OR 2,5"DIAM.
WOOD; 1.33LBS.jFT,
MIN, STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC, 985 F,D,O,T,
SPECS, OR EQUAL
EXIST,
GROUND
NEW SURFACE
// "'.'
RETENTION BASIN
PROJECTED SDESlOPE
AND BOTTOM OF
RETENTION BASIN ~ /'
BOT, ~ /'
,:/.~,,,v'\ SEE UNDERORAIN
. DETAIL FOR
j; DIMENSIONS
BOTTOM Of TRENCH
TOP OF
BANK
EXIST, BASE
NEW BASE
NEW SUBBASE
-':- '/- " ;",.'
18' OPENING
TOP ELEV, 5.1
TRENCH WALL
UMrr OF SOO
4: 1 SIDE SLOPE
BOTTOM
ELEV. 3,6
NOTE:
SAND BASED SOD
SIDES &: BOTTOM
EXCAVATE
TRENCH
PAVEMENT TRANSnlDN DETAL
N,T,S,
~
SOCK
<'
.
~ FILTER MEDIUM 6"PVC
(~~ ~~~~S, UNDERDRAlN
FABRIC (SEE SPECS)
W/PERMEABILllY COEF, L IMPERVIOUS MEMBRANE (30 MIL)
OF 0.20 CM/SEC AT ALL SIDES EXCEPT At OPENING,
(DO NOT PlACE MEMBRANE ALL SEAMS MUST BE WELDED
AT THIS OPENING) WATER TIGHT PER MANUFACTURER'S
RECOMMENDATION,
NOTE:
NEITHER 1/57 ROCK NOR FILTER MEDIA SHALL BE COMPRISED
OF LIMESTONE, L1MEROCK OR OTHER CALCIUM CARBONATE
AGGREGATE, (SEE SPECIFICATIONS SHEET C1,2)
P/L
SEE ~
'///'_"-' ,/.""';':.-'//",~:,//.d,,-V//',':'/""",,, " ',>
PLACE SOD 1/2"
BELOW PAVEMENT
FIN, GRADE PRIOR
TO SODDING
....--- POSITIVE DRAINAGE
."""'^"'.,~ COMPACTED GROUND
PRINCIPAL POST
POSITION, CANTED
20" TOWARD FLOW
1 FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION.
COMPACT BANKS, BERMS TO 95" OF MAX DENSITY,
2 EXCAVATE TRENCH FOR PLACEMENT OF THE UNDERDRAIN
AS REQUIRED,
OPTIONAL
POST
POSITION
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN,
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF FILL OVER
THE LOWER UP OF
THE BARRICADE.
FILTER FABRIC
EXIST,
GROUND
3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER
IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT
OF UNDERDRAlN, (A COPY Of SOIL REPORT MAY BE PROVIDED If
REOUESTED AS SUPPI.llfENTAl INfORMATION ONLY)
RETENTION BASIN DET AL
N,T,S,
GROUND TRANSITION
AT THE PROPERTY LINE
N,T,S,
DET AL (3)
N,T,S,
PLACEMENT OF
SOD AT PAVEMENT
N,T,S,
SL T BARRER DET AL
N,T,S,
4 CONTACT N,E.S, FOR INSPECTION.
DEl AL (2)
N.T,S,
I NES Comm.: 0322 I
I Drawn By: B.J" V. I
I Checked By: H.G. I
PLACE CONC,
SLAB/WALK
4" BELOW FLOOR
ELEV, EXCEPT AT
DOORS REMAIN FLUSH,
EXPANSION JOINT
/t;
ROOF DRAIN
ASPHALT 0 1/4"
PER FT, MIN.
EXCEPT AS NOTED
1-1/2" TYPE S-3
ASPHALT 0 1/4"
PER FT, MIN,
EXCEPT AS NOTED
RETENTION BASIN
UNDERDRAlN CLEAN-OUT
./lS.x18"x4" CQNC, COlLAR
FtUSH AT SIDE SLOPE.
TOP OF
BANK
NEW BLDG.
FIN, GROUND
at.' C;I
CJ r COMPACTED
APPROVED FILL
6" SOLID PVC
w/90' LONG
SWEEP ELBOW
CONNECT MEMBRANE
TO 6"PVC WATER TIGHT
(SEE U,S,I.)
6"PVC
UNDERDRAlN
SLOPE AT 1/4"
PER FOOT
10: 1 MAX, SLOPE
SOD
FILL GROUND AROUND
BLOG, TO 3- BELOW
FIN. FLOOR ELEVATION
&: SOD
MAX, SLOPE 4:1
MIN, SLOPE 2"
fUTILITY (i,e, SANITARY
SEWER, WATER SERVICE,
v, FIRE LINE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROt.l BLDG.
, ~~'''''~
~\.' ~\.~"
>.'$\ ~"~..'
L1MEROCK BASE
F,D,O,T, CERTIFIED
COMPACTED TO
98" MAX, DENSITY
\\\\=\\\\-1111=\\ =\\\\=\\\\=~\II ,-' 6" L1MEROCK BASE
_ - ~ F,D,O,T, CERTIFIED
COMPACTED TO
98" MAX, DENSITY
SUBBASE
STABILIZED
40 L.B,R,
COMPACTED TO
98" MAX, DENSITY
BOTTOM
OF BASIN
Issue Date: OS/21/03
Revisions:
No, Date Descri tion
8 11 03 PER CITY
"'.~ ',./.
NOTES:
,. PRO\IIOE 5'x5'x4.
THICI< CONe, SLAB
o AlL EMERGENCY EXITS,
SUBBASE
COMPACTED TO
981,; MAX. DENSITY
fiLTER
MEDIUM
l1TlUTY WITHIN 5' OF 1llOG,
BY PlUMBING CONTRACTOR,
mw, CONNEC'TlON BY PlUMBING
CONTRACTOR UNLESS OTHERWISE
COORDINATED BY THE G,C,
L IMPERVIOUS
MEMBRANE
2, CONFORM TO /Ii!II:NE
DETAIl FOR PlAClNG
WAlKS AT THE BLDGS,
\
UNDERDRA'" CLEAN-OUT
PLACB.4ENT OF CONCRETE
SLAB AT ALL BULDlNGS
N,T,S,
GROUND PREPARATION
AT ALL BlLDN2S
N,T,S,
ON SITE
PARKNG & DRIVEWAY SECTION
N,T,S.
NT,S,
H R.O.W. & DRIVEWAY SECTION
N,T,S,
UTLITY CONNECTION
AT ALL BULDINGS
N,T,S,
\
3/4" SAMPLING
COCK
~ MEDIUM BROOM
FINISH CONC, WALK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' lNl
SHOWlER VARIES (SEE PLAN) ~
I SOD I SlO~[ 1/'- ;ER fOOT i ~ SOD I
1111==1111==1. ., " 14.., " '.. =111=111
1111,=:11'1== 1I11=1!!1-- -
~ COMPACTED FILL OR
UNDISTURBED SOIL
FINISH GRADE TO
1" BELOW
EDGE OF WALI<
MEDIUM BROOM
FINISH CONC, WALK
EXPANSION JOINT
1-1/2" RADIUS
VERTICAL CURB
PAVING
U,S FOUNDRY 7623
COVER TO BE MARKED
"SEWER CLEANOUT"
18" MtN, VERTICAL CLEARANCE
I
NEW SURFACE
(SEE NOTES 1 &: 2)
EXIST. SURFACE
CD
....
pO
SAMPLING
ARRANGEMENT
INSTALL 2" PLUG
(AFTER REMOVAL
OF SAMPLING \
ARRANGEMENT
THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OFFS FOR
WATER SAMPLING
TO BE PER
PINEUAS COUNTY
HEALTH DEPT.
ENGINEERING DIV,
CLWTR, OmCE
538- 7277
IN.
IRON BODY FERRULE
WITH BRASS SCREW PLUG
JONES PLUMB, CO. T466CSK
OR EQUAL
6" PVC
l'
;''''''lRENCH
BACl<fU
(SEE NOTE 4)
,;0
I VARIES I
D,I.P, IS USED IN PlACE Of' P.V.C,
fOR A WIN, OF 10' E.-cH WAY
FROM II OF WATER !oWN WHEN
THE VERTICAl Cl.EARANCE BETWEEN
I WATER .t SEWER IoWNS IS 18" OR lESS,
18" OR MORE VERTICAl CL I
~~W~;@,~3--
P,V,C, OR V,C,p,
SAN, SEWER GRA\11Y MAIN .tfQIE;
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITTED,
EXIST, SURFACE
GRADE
- .. ,,_.. ,- '-'-:1'-"
~:Z
~ WATER MAIN ,..,:i
10' WIN.
HORIZONTAL CI.fMANCE
STOR" SEWER
OR SAN, SEWER
GRAVITY WAIN
P"
11!r-- : 4" 0 " 0 . ,:
CONPN:TEO FU 1/11: UlJ -.' , . "
o .
OR UNDISTURBED == 0
SOIL iII :," =-~IIII
'__ '., -1111 ~~
I1II .... ~~ I i I !
~IIII
8" MIN, CONC,
ENCASEMENT
BASE
6" PVC 1/12 BEND
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4.
CONTROL JOINTS
o 4'O,C" 5' O,C"
8' O,C" OR 12' O,C,
&: 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C, FOR 4'
SIDEWALKS, 50' O,C,
FOR 5' OR GREATER,
CURB/W AU< DET AIL
REPAIR OF PAVEMENT NOTES:
1, ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED,
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F,D,O.T. TYPE S-3,
3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS
TO 98" OF MAXIMUM DENSITY AS DETERMINED BY AASHTO
T-180, lAB REPORTS ARE REQUIRED,
4, BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED
LAYERS TO 100" OF MAXIMUM DENSITY AS DETERMINED BY
AASHTO T -99, lAB REPORTS ARE REQUIRED,
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
(>> 4'O,C" 5' O.C"
8' O,C" OR 12' O,C,
&: 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O,C, FOR 4'
SIDEWALKS, 50' O,C,
FOR 5' OR GREATER.
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALl< IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT,
6" WYE
PLUG
HORIZONTAL CLEARANCE
VERTICAL CLEARANCE
~
BLOW-oFF &
SAtJPLN3 POINT
N,T.S,
WA TEA M~ & SANT ARY
SEWER CLEARANCES
N,T,S,
SAN! ARY SEWER
CLEAN-OUT DET AL
N,T,S.
6"x4" REDUCER
(IF REQUIRED)
CONCRETE W AU< DET AL
REPAIR OF PAVEMENT CUTS
NoT,S,
N,T,S,
w
~
Z
-
o
A-
D::
w
~
~
::c
C)
-
D::
m
N,T,S,
W......
>U)
-......
~C")
cC")
~<C
We
....~
~~
:c ..
,,:c
-u
g;~
.m
...~
Nw
oes~
~~
~~
"'...
~u
TOOLED GROOVES
3/8" WIDE, 3/8"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
U)
-I
-
<(
I-
w
C
LLI
I-
-
U)
-I
-
>
-
(.)
CURB
(l")
C)
C)
(\J
LD
(\J
(\J
C)
C)
.....
CURB
1 -1 /2"R
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBILLlTY
AND THE CAPTION
"PARKING BY DISABLED
PERMIT ONLY".
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE, ALL HANDICAPPED
PARKING SPACES MUST
BE ~GNED &: MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A,D,A,
CD
BLUE
BACKGROUND
1/2" WIDE
WHITE BORDER
AND SYMBOL
FLUSH CURB
RAMP DETAIL
N.T.S,
t~
OJ
:::J
<l:
C
o
::lE
GALVANIZED METAL
SIGN POST WITH 3/8"
HOLES DRILLED
ON 1" CENTERS
SIGN SPECFlCA TION8
1, 18"x12" LOGO SIGN
2. 2 SIGN COMBINATION
REFLECTIVE SHEETING
3. LETTERS TO BE
1" HIGH SERIES "C"
4, SIGN TO BE MADE OF
ALUMINUM
5, POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6. SIGNAGE PER A.DA
REQUIREMENTS
.
IX)
PARKIG BY
~RI~
PEfMT
ON.. Y
OJ
~
'0
en
.-.
~
<0
-4J
Cl.l
o
----
(\J
(\J
(T1
C)
----
en
.......
u
Cl.l
o
'-
D-
o
<l:
LJ
o
.......
:::J
<l:
(l")
C)
=
(\J
----
r--
1" SERIES "c"
LETTERS
1/2" BLACK
BORDER
1,5"
1 "
1"
1-
1,5"
FINISHED
GROUND
WHITE
BACKGROUND
HAtOCAP RAMP DET AL
N.T.S.
TItS DRAWING IS AN INSTRut.tENT Of SEfMCE AND SHALl ROWN TIfE PROPERTY Of THE
ENClNEER, AND SHAU.. NOT BE ~ED, PUBlISHED OR USED IN /1H'( WAY WITHOUT
THE CONSENT OF THE ENGINEER, ~ 2003 NOT PUBlISHED
~..'-./ AUG 18 2003
EN. M. I P .E. '52143
COPIES Of THESE .pLANS AR~~~T VALID UNLESS
EMBOSSED WITH THE SIGNING ,\NGINEER'S SEAL
3000 PSI CONC,
$255 FIE
F.8. 318.14
.
~
("oj
WHITE .
BACKGROUND U)
C6.1
.
<0
3" 6"
FlP-M
SYMBOL SHALL BE 5 FT,
HIGH & WHITE PAINT COLOR
12"
HAtOCAP PARKING SIGN DET AL
N,T,S.
HANDICAPPED PAVEMENT SYMBOL
N.T,S,
SIGN POST DETAIL
N,T,S,
STRIPING DET AIL
HANDICAP PARKING
N,T,S,
-- --- - ----~-~- --- ~------------------------~------~---------~---~----------------- ~----------~----~.- ----.- ---~~_.~.~-----~ ------- ~----_._-- ---,-
-- ____________~____ ___v__ _~_~~__________ __~_~__~__~____~_________________ ___~____ _______ ___~__ __~___
---- --- ---------_.._--_._----~-_._-
--- - ---------~---- --- ~--~---- ------
---~~~
(jz
Z0
- [] .p
....D ,- It)
1::
r...... Z 1J) It)
L-J -A' -+-:.
i--""'" l:f) ~i'
--l ~ l:f) @~
<( ~
(j"'):::' 0 \fl
UJ. ,- It)
U') l)i -,
~ Ol 0 1~
<( u.J i~ ~i
U~ n OJ
O <( lI') "t
::s IL <() -
(j') 0.... :~ ~. (f)
I r\ D <( lI') 0
\J) 1- I
....f' Z -" ~
"l... <f" ~ ('() 4->
/ -'J 1::2\ <(I IJ
~.:> Q)
<( to ,.-J X; <Y
_}- [0 <1:, t-
ZU ,>_IL ~
I r\ u.J i::2\ L!")
\J ) I- :z (J)
1LI - <( L!")
--l:C i~ (f')
I U I
Z at ',> -.
O <( :> ('()
\L.I I,J) C()
tf) ~ I,J) .-,
aL U I~ ('()
LLl ''t" -.
o ~ ~~
Z~
<!:...J
1-,A~NI:/=)C ,Af:>EJ..t~S T ,t.\L,bC' T I O~~TE=2
I) ALL. PLANT' M.A,TER~IAL~~ SHAL1... 6E: FLC)RI[/A ~*I O:R. 61;;TTER ,..:,S c;~IVEN IN, ~tAD~
AIND ~~TANDA~; FOR NURSERY~NT'2. FI::SR.UAF.,Y Ic::r(:{~ EDITION, PUBLI:;HE[;l 6'1"
THE FLOfiiitID.A\ DEPAfO~TME:NT OF AG"~lc.UL TUfitE r\ND CON5U1'-1ER SERVIC.ES.
2) LOCA1'ION OF PLf,NT:~ ON THI:: PL.AN ARE: D\.A6Fi~MMATIC- SEE: THE L;4\ND5CAPE
AIRCHITEC:~T FOR GUESi'IONS ON EX~\CT LOC,ATION5, TI.-1E f'LANT l'-'IIATE:RIALS L.15T IS
PROVIDEID FO~ THE CONVENIENCE OF THE LANDec~API= c.ONTfitAC.TOfC~i $HOUI_D THEF~E ElE
ANY I~ISC~REPANC'" E3EnIllEEN THE PI~ANT LI'SlT j~ND THE: PLAN, THE PI_J'~N :>HAL.L PREVAIL.
B) IT IS THE LANt'SCAPE CONll=<,AC;rOI~:; f<.E:SPONSI6ILITYrO IN5U\~ THAT AL.L PLANTel::D
AII:(.EA.S H.~VE: PR,OPER C'R,AINAcSE FO~ OP1'IMUI'vf cSi;c,Ov.ITH OF l.AND5CAPE: I"f.Jl,TEfiiiUA1-
191:;FO'~ INST AL..LA TION E'EGIN5.
4) THI:: CONTf(.AC TOf;', SHALL INSURE THtl~T )),LL PL.ANTING I:SLANDS, AND OTHEI~ AI~AiS SHALL
61= C.L_EAN OF TF<A5H, C0N511WCTION D!ESR,15, OR. OTHE:R viA5TE "'1ATf:R.I.Jl,L5 TO A DIEPTH
Of :24~1I PRIOf<. T'~ L..P,ND~x;.A'PE INSTAL..LATION.
.....- ~'I:;;"! /\ T ~- R
__,1" IJVi.! L
~_ , I';.. -;.:.> =:J
, I --1 r, _) "
c:
."',
..................................
-~~
''-.........-
"'........
-r--.
, ........,-
........-- --~- - -------------
"'-
~-,
'----............
~........"-
/ '~
/ '
/ ~-
",
''--...
--------'---
'~
'-----
'~,
'"
''''"--
'"
'"
--
--
'-"
!
1
$) AL.L- PL. ANT 6/::D5 ANI:' ~,EE \'<.IN~75 :;>HAL,L.. e,E l1<.EA,TED II'lITH A, PRE-Et""ERGENT Hf:;R6lc.lt:::'E
AND 'rHF.N TC'F-t::'Re;~>SEC' IMl'fH e>" Dl~EP PINE: 6AFC~K:, NU(;~ET5.
'Tfil1.EE RINISS ~~HAL-L. E,r;; 1"11NIl'-iUM 2411 RADIU:" AL.L T:~Er;;S AND PALM5 SHAI-L. E~E STAKED.
b) NE~ Sc'O ~3HALL f'E :,T. f1,UG~ISTINE "1=LOIRAT'AM" 500 A,Pffi~OXIMA1"EL Y 5,000 S.F.
CONT1R.AC~TO"( 5t-IALL. OETER:MINl= EXACr GtJAN1"ITIE:S IN THE fiELD. SC>D ,AR.E:AS SH.ALL BE
MAIN1-AINED IBY THE CONTf</~TOfiiit 1=I'<.oM THE TIME OF INSTALLATION TO THE TI"'IE OF FINAL.
A,c;.CEPT .oA,NCE.
'i) TRI::E5 ~tU65, AND ~1ROIJND COVER, 5H,~LL 61:: INS-rAl-l_ED USING '-HE FOLL00lING
Pf~OC,EEJ:;IURE. PL,ANi' PITS SHALL 61= EXCAVAiED TO T~IC~E THE t:>IAt-~ETE:R, OF THE PL~,NT
ROOT BALL. AE~~TE EXI5TIN6 ~:;OIL. 6EFOFitE E,AC~~FILLlN~7 PIT. ADD AGf~IFORM FEfiiitTILIZER
Tj~LI=T5 TO EAC~H PLANT PIT, .A6 PER THE SPE:CIFICATIONJ5.
/
L_J - ,j~
" (")
, r
-\_ I
~
,
\
\
_IJT :51
, \ .
t,)l'
----<:' ' ...,.- I
, ." --"'---.-,
f'~"~ ,'~ ;
"- ' ,', ,
- ,,~~ ' ~
:i.... , _ ... ~
, (':.=;... ,
C',
''''-''---
,~
".........
JR'RI'Sf~'rIC~ NCJ1-E
'-.........
"---
-~
-"'-
.......... ~-......
--....., ....,-
.......................--:............-...............
~;;::;-.......
~r-----:'''---,
I "'-......... ~..,"---
~-,~ I "~-=:~~-
'" -),~---- '----'-:~'----,'----
, -,..... " '-
....,-.....,.:'--, .... ~......... "-...
, ;" I~::---__ c.. ''''-'~,_'-'~-
->~.~:~'-._.. (' ~:t .~,,~' ____ " .(1 - ---~__~'- ---. '-
--'<:":,-- ,_)8' C~ A::~, ~ - ~ _,' r 'h _ ' ~ - ; -:- -: ::::' -..........
"'--I. ____~,'____ f '\/ ~ r "'-,--, -' ' ,"~ ~ _ "" " -,;;: ~~ ~~_,
.----- "'- -- \",.;.,")J..,J ~""-. '---..
~,_,_ jr -~"----:~'---"'-- t' T /".'1 "---~, ~ - _ '~/ <1 /~ ---..-~ ::~~ ',_ ,
,. ----"
I
l
I
I
I
r
~~
AI-L L.AN05C.APE AREA:> SHALL BE \IIlATERI::D WITH AN AUTOMATIC::', UNDERGf<.OUND
I~:RIG'ATION SY:>TE""f, ~IIlITH ;~ RAIN l~HEC,K J='EVISE CONNE'::'TEr~ TO THE C.ONTROL,LEF.;.
AF'"'EI~ THE 50-C'AY EST'A6L.1SH1"fENT PERIOD, "HE C.ONTROLLER SHALL 6E SE:T
TO OPERATE IN (::'O"'IPL.I,~NCE ~IITH I_OCAL. !~,T'ERING fitES'rRIC,TIONS, 5Pf~AY
AND '~OTOR HEAD NOZZLES SHALL BE AD,JU5T'ED TO 1:L1tvlINA TE OVEI~ SPRAY
ONTO PAVED 5Uf~FACES,. ly;tRIG,ATION ~:;I-IAI_L F'ROVID~: 10.0% COVER,~GE
AND c::'O"'IPL"" ~ITH THE CIT'r" OF CLEAfiii!~~-rER COt/E.
....---..........,...
I I'
, 'I
, !: 1;,1 I
"'-
''''
-"---"'-
---..
--
-,
'--
I 06/18/03
L.___~__~______._~_.________ _~~~
~-------~-'---'~-~-'~
=JI-o'Nr B '/ FMA
~----------------"~-------------_._----
r--._--~-'---------- -- .-----;
~hp-,or ~. ~u
,~, ~ L '" ,-, \... ~'" r,
-~----
'---
,------
-
'---- ~
.......... ...........
- ~ --.....-..-
-----
----
,-
L=,_~-=~-=--===== '
I~ :? \. 's : C' ,- :: : :
, ---., , r' .. ~
\ r-\ ' ........ t. F I I:::' c, ,-- '-, ......., T "I.......
I ~~ - ~~::::.........-l--.::..,~~--L-,:::.---, '
: iEt--8-L-.'.1~/03l:ALJ2.~f-Jeques!'
L~__~___/_____i_~ Clt~_____~.
/\ I ' / , '
~=4_--_{~~:'u~_-J-_ ~-_~___~~_
/\ I /;
'-:~ i-~,-~-----~~~.----~---~-~--
: j~;4-- -_._~ _J____ -------~..._- ---~-- --
i /\: ' , :
! -'-;4---c----~- -l.----~ ---~
: / \ I ! I
, "-::4------1----1---------- --- --'
I \, I , ' i
-:-::='1'---'- -.- -- - - - ! ,~---- _r.. -.--
~I / ' :
! ~~ ..2=-==-~===-~~-=-~=
I L~I / ! ·
I ----;:-,--- ~-- ---~-- -,..,--,--,--------- ---
! / \ I ,/ / !
I ~=_.l.....__'________________'~____1-~-----~- --~-----
I /\! '
I ., '
,~ ,
----_...--~
'---..
5~J2:1B,OL Jd;:Gl::l\lD
)
\
L
'\ ')( 11]"
~ /--
\--'V~~ GOPE L~N[)SGAPE
~V-V~,r__V.....,-"'\r_'V----/-V~,r--~/.-,,/"'v-"'-~
VISI81L1TY TRIAN6LE \..
\
L'l
~I
<)
)
)
j
JJ
~
,--r-
-/'"
~
TOT~~L FCEPLJo\CEl"1ENT INCHES -;-j'q"' TOTAL PRC~O~;ED INCHES = :21" ~
~/~~ ~/
~~~ ~J
'''-~-----'\. /'--...... /'-/-........-~.-/"-----^-
,~ ~~ ~
"'--,,-~,,- A. /,--/'_J'--
,~ .........-/'''-/''--/'---''
.-...-
"
'-----,
'",-
--......---.,
\' I 1 C"
~~ PAL1'1
I, \
"---"',
/1/5---'\ QUANTITY
'\-.--- ---- '\;--------
'\ (3~/ 5PEc:-IES
----
-'''---
........
jEXI~)TIN6 TREE
TO BE REMOVED
'----~
\ ,
, \
<\:<"
\ \
\ "
'-."
VISI131L.TY TRIANcSLE: ----40.
ST, AUc3USTINE "fL.oRt!l..TAHII ~)QD
LOT :;:J'"
~~.~~~~
.........
...........
. ,. ..
........
......
. . . . . .
.,'.... .
4~
.. . . . . .
.... '....... .
.'. .....
.' ....... .... '.
.... .......
...........,............ .
. .... '......
. .. ',.
. . ... ...
'. , . ...... ....
'. -' ...... .....,...
. - . ',.
. .... ......... .'
------
5 ur:<~ ~~'E~ 1,,;;::'\;:--:
I' I C LL I; 1,\:, T T' li"~ >'1 :: ~,i-: t i ~ .
---' I . _'-"^'--"_ 11,./
ro-rr':lrTp11-''- ["'(',1- ~)c-, ~-:--.,~
! 4f\. Iv ....) ! ~:) I '-1 I ) V ~f. / : V I L . '-'
. ',..- ..........
,
,
r
. ....... '.
.. .. -.
.. '.. ......
.... .. . .....
.' .... .... .....
. . ..
.... ......-
.'.... ... '. ....
.......... ..........-.......
. . . . . -
'. ".. -' . .' . .
., '" . '. .
..-........,... ,..
.. ............. .
. .. '. -. .
.. -...... '.
..... ". ',",'.
. . . . . .
........ .....
.",'.. ".'
....... ','
.....,..
. .
. .......,........ -'.
'. ..... - . '. . .' -' . ',. . ',' .... -'.. . .,. ....... '. .... .... ~ . .
'~.............................'
....~~...
~~
L.U: ___,_.
(J'
,~
,c.~
......-
8
cs
"-
"-
~-___iiiiiiii__~
-
,-~--~
I '
I
I
I
i
I
I----~
I
.FL~Nl" 1'It~TER~I~,L -6Js'r
(::.LEAR.~ATER
HAf<.BOR,
:;:lv
l.t)
,I::)
^.
"'J
tJ
~
-;,~~~~~-~,~~~I;---~l~~~O~~M(~N N~I~;----- ----~PECI!FI~~;~;;~5 ~----
----~=-==-=:=~=--=::::.-=:~=----=:======-=======:::========~ ======:=========-:.===================~-
lJ'IlAetHlNGTONIA 1~6U5T,.~ yO/ASHINelON P;4.LlV/ 40 IS', i:l G I.~', 4 0 :21' CL.EAFit TRlJNK HT"S.
W
I-
Z
-
o
D.
~
W
I-
::I:
C)
-
~
m
'-.......
---..,
~"---
"--- .
~'<~~~,~J\. ,
(~~
(
\
\,
\'-,
""-'\
5YMl30L G!UANTliY
I(:{
I~f<.
W
> ['.....
-<.0
0:::1'---
On
ern
W<(
~o
<(-
'">~
~o
I~
CJLL
0::: -
mI
u
~<(
or-W
NO]
C.ONOc.j"~J5 E1~EC. rus se';::.Ic.ELl5
4
SIL V~~ BvrrONJ;'1~~Ji:;JO
C.f:
t}' HT X 5' ='PO, :50 c9AL..LON, 1"11)1- TI.-5TE:M
r-\
L2~~
\~c'~J
'-.........
.........
~,
"~
"
.............:~,
'----'~, '
SEAldALL V~~~ / ,'..
TRI ANcSLI:: ___s~ "":
""~
HI61SCU5 ~05A 5INE:N$I~;
Hf~
RED OOL/B/_E H/S/&Ci/S
b
24' HT ;.< 24' SF'D, :;5 c9/tt..LLON
H161;,c.U5 ROSA SINENSI~)
Hlf~/SCl)S 'SEMINOL,E PINK'
~;
241 HT )( 2""1' 5F'D, ';5 c9,tt..LI-ON
I(:{
,CHR."f50BAL.ANU5 IC,ACO
2411 HT X 2411 SPD, B GAL1..ON
CC'C;OF~Ll.Jlw'r
"I
f~q
~ELI;'\ TRIL06AT A,
~r
~IO
YtlEDEL/A
I~II SP[~, l"'fIN. ,e'PPP', I (5,ALL,ON
z
cc(
..J
D.
l.u
, l1-
<(!
~~ .
f/)I
l~
Z
~.
REPLACEMENT INCHES
---------- -
FRcJF>O'SE:D TREES
'~-'! ,--- I r- ~ \ " " """"I c- I"':
L~ :..., [_ r-', r~ \N ('1 I ~__ 1',
. 1-"" C-",-,
--<, ""./ i ~)
e-j ".c cJ, .
= e"
PAI-~o15 - e x: I"
"rRf;ES- :' II + l!:>"
v-LASHINGTON Pl~M - l(:{ X III = Iq"
5IL.vEfC~ eU1-rONVIiOOD ., 4 >< 2" =,e."
= II"
~~
W
"r
(j)<(
03;
No:::
.. <(
LOw
O~
("i U
i
i
I
I
I
I
I
,
I
I
I
L~_________
---
NOI~TH
~~
~
1~-'~'7~- r "'7) 'rif.7 rr:?
; I : ".. ___, ',', ,: ~,-L':.
r
I '
,
I -
I
I
l' ~ -- 1_,' - " ' .
I , r,-: ( "
___ __... { \.. 1,_-.1'\'" 10\:""'11
."-----..--
I::;
" I
'i
F--~......~
,I
II
I!
I
Ii
I
Ii
II
I
! . I
m__L...;:::::=~_=,- · J
,'\ ;,
/, .,
20 4Cl
-~ -~
SCALE 1 II = 20' -- Oil
LA..1
-----~---~.. --~_._------------'-~.~-----~._-- --_.,--------~ - ~._~---- -~ --.-- ---- ~ - --- ------ ~- - --- -
--------~------~---~--~---~-----_. ----. ._----~------~~~---~~--~-~_. -----~-----_._.__._-----~~_._--------~-~--------------------~~---------------------~_._-~._---_._---.-----~_._------~~----~-----._._-~--...------------~~-
~-------------~---- -----~---~------------ .~-~_._----~._----...............- ---- --_.~--------_.
~-....... ---------v-----~-"
/--....,~~ "./' ~-"""'V"--'~"--"'v"--v"'--~/-~v-~~.,--
~~ ~ ~~
r-./ v~ r--v'--"/'" \
..-..I v--.....v-~".--......... "....---vr--.......~-..v '--...
( ill ~~~~
.>
~
~
1.0:2
L,A1NC'51c'~~F~ 5f~E:C I f I G/::', i-I C)~J~:;
~~EMOVE DE)~ ;,ND INJI..IREC)
TWIGS, TF<.IM NO I._EAI?ER.:S,
fiI.ET PI! N NA TU'R.AL SHJ~PE.
Y'lHITE: SUf<.VE'(OR,'S T,Ae6ING
TJ-\PE,r 6" L.E;N6TH
3 - 2" X :2" STAKES J'RIVEN INTO
GROUNI;) ,A- T t~N p,NGL.E, THEN TIGHTENED
TO VI::RTl:CAL. POSITION, ~~' MINIMUM
LENG'fH, ~;TAKE5 AT 120c ANtISLE
PART ONE - 5ENER)1,L
1.01 EXliENT' OF LAND5c::.APE DEVE~_OP1""EN'r ~ORK IS :;HO~''iN ON THE Df<.JA.~I'iINc5~ .AND IN THE NIOTES AND SCHEDUL.ES
FOR J;l{ASHIN<:7TON
F'ALr-1 IN:>TALL.ATION:
TRIM 1.$ I=ROND5 AT 'riME
OF DlcgelNe J~ND PLP,NTINe
L.EA V'E Ff~ONI~ ec>OT!:> ON TflWNK
1--
~
~
~
~
()
PROVlt::>E TREES, PALI'-'IS, SHRUBS, ,AND GROUNJ:? COVER OF (~I)ALI'TY, SIZE, GENUS, SPECIES AND VARIE1..,... SHOJ;l{N
DESCRIBEt' IN ~~E!S AND :>TAl'IDAf<.DS FOF~ NURSERY l~LANTS, LA1rEST EDITION, pt)BLI'SHED BY' THE FL_ORlrDA
DEIPAfiii:.TMENT OF ~~~ICI)L TURf: AND C,ON:IUI'-'fER SI=RVICE~;. PROVIDE HE1~L THY, VIGOROL)S STOCK, F~E OF
DE,:::'EASE, INSE:CTS, EGGS, LAfliitVAf:, AND C'EFE:CT:) 5\Jc::'H ;I1,S KNOT'S, I NJt,.lR.IES, ABRASliON:> Of:;t DI:;FIGURE1"'IENT.
DO NO'r MAKE 5l.186Tll'UTIONS. IF SPECIFIED LANOSC.APE MATER.IAL~) A~~ NOT OBTf~IN.ASLE, SUI:3MI1. PROOF:
OF NON-AVAILAeII_ITY TO LANDSC,APE AFitCHITECT, TOGEfHEF<. WI'TH F~OF'05,~L f=OR USE OF EGI.lIVALEN.r l'''')~TEfiitIAL.
1.03 PROVIOE F'ROTEc.TIVE COVERINe DUfil!~INe DEL.IVERY OF f'LANT M'ATERIAt"S. PL)\NT !STOC,K IMME:DI.AlTEL''(, OR
STORE IN A SHiADE:D ,tI,REA, KE:EP ROOT6)~LL:; MOIST AT ALL TIl'-'rES. DO NO"r RE:MOVE :)TO'~K FRO"'" CONT,tI,INE'<5
UN1.IL PLANTI~~ TIt-1E" TIMIE DE:LIVERY' 50 TH"~T SOD J;l{IU, BE INSTALLED ~ITHIN 24. HOUfitS P,FTER ARRIVAL AT SITE:.
=1
~l r----- 20 LA"i(E~; eul~LAI~ PJlD ,A,T
/ SUF'POf~T CONT AC T - NO
:c- NAILS IN n;~E liI'IOoo
-~) ,r---- j,'iIRl: TIE: TO J;I{~~P ~~ROL'ND
, /1 21X41XI~," M1::MBI::1'<S
/ /-- 2")( 4'" 6~~CE (P.T,)
SFJ~CE T~:EE I~T I:ZO T'1"FIC::~AL
jl ,/
J --'~
~~. ~
F' ART "~lO - PRc:'DUC::' TS
:;;~.Ol MUI_CH - OIOite.ANIC MUL,CH I=REI:: FfOi~Olvf DEL.ETERIOIJS. "'fATJ::RIALS J'~ND CON5!5TIN~1 OF' THE: FOLLOJ;l{INeS:
SHf<EDJ:>ED - GRAt::>E ;", PINE E~ARK MllLC,H.
.A.R60R T'IE C.ONNE'~T'ION~;
...'
~
~
':J.:
2:
~
~:
-4::
WI
-II
\,)\
\J'
1.05
~
(
>
CROv~N OF R.OOT6AL,L SHALI_ SE:
INST~.LLED 1" A60VE FINISH .~p,DE
5" l''''''Nll'''IUM MULCI"i L;I1~YE'"it
1.04
DE'TERlvfINE: LOCATION OF UND1::RGROUND ~)TILITIE:) AND PERFOR""f HORK IN p., MANNER li'{HICH J;l{IL.L A.YOIID
P055IE~LE IDAJl-fAeI::. HANO EXCAVATE IF REG!UIRE:D. J;l{HE:N CONI:;qTION$ ~~ETI<IME:NT~.L TO PL.AN1. e~~j,'i1r-H
ARE ENCOUNTE:REC), SUCH I~S fiW6E~LE FILL, AClVEFtSE DFU,INAGE <:::'ON.DITIONSr OR, 06STRJJCTliONS', NOTIFY THE
LANDS.:::'AP'E Al~c.HITEC~T BEFORE f~LANTINI9. c:'ONff?.ACTCR SHALL EXAMINE ~;UBc::7RAJ::>E, 'VERIFY ELEVATIO~;,
OBSERVE OVERALL SIITe <:~ONOITIONS ANt:' NOTifY PfIii'.oJE:CT MANAeE:R OF ANY t)NSj~TISI==ACTORY CONC'ITIONS.
THE: CON'T'FC'.AC.TOR SH,06,LL NOT PROc.E~:D IAlITH Y\lO'~K, IJNTII_ C.ONDITIONS HAVE: BEEN ~~OR'<Ec.TED,
V'oIARR,b,NT'Y" TRIEES, PALMS, SHFW65 AND G,ROI.IND C.OVER, FOFt ,t, 'PERIOD OF ONE YE,A-Fe'. J~FTr:R ('ATE OF: SUf~T/~NTIAL
COMPLETION, AeAINST DEI==ECT5 INCLUDINS DEAT'-i .AND UNSATI5F=Ac.lrOR'( efW~TH, !=XCI::PT FO(ii!~ DE:FECT5 RESl)L TIN5
FRI?M NE51_ECT 6"1' OV'~NE~~, ABUSE OR DAMAC:7E E,Y OTHEt~, OR UNUSUAL PHENO}-.1EW, OR 1~~IDENc.E J;l{HICH ,~RE
SE"(OND THE C.oNTAAC~TOF~ C.ONTFitOL. REMOVE p,ND REF'LAC.E TI~E~:>, PALMS, SHRUE~S, },ND eROUNI:' COYEFit FOUND'
TO BE DEpD OR IN UNHEALTH"I" C.ONDITION DUI~IN6 /AV,RRI~NI'( PE:RIOD, J~RRANTY LAII'I1N5 "rHROUeH SF'ECIf=IED'
LAIIIlN MAINTENANCE PERIOD, ""NO UNTIL FIN.t,L, ACCEPTANCE.
2" )( 4' ST.AlKE (P.T.)
THREE FEET LONe
",."
:lTE::i n=1T ..
, '....1' l-':::J , 1'-:1 I '
,= I,::...:.)i =:.J i
"Ill .-111-.'''1 ; 1.-
; l.r::J, ..L::;::U-. ,
:-f] In-' , 1---::1 I !
:'Iii." ..1:<'~,.-,{.LTi"i-l_L' " ,
; .11:::;::1 -;:iLi ::.j , ", ,
"--ill,, ,r-..~ll "-
,..- . '.- j,.c."'-j ;--tL, ~.-! r~. 'ill'.' l-
:IJJ-:::I I ~.. i -.., ...,-, ..,- l ...... ,-- '.::.:::i r"
~ ....,,~~l I _~ . __ ..~~~. _.~-~ \ ._.- ~_n "'"...1
: 111"~' ,-" U 't["-' . '-,-' , ,- . " ..I I >.-
"..- ,., "--':1 - .. -,- I X I ~-
"..- "" '.LT'" ',; m .. -f.._" . \-'
II r:,::, 11'--11 F,-:.. 1---; I r----- ..-i I -,
->X
L ~:.....____._ _~_J
1. --.- .,
l-R~ STJ~KI~~6~~N]2- F1.-/~\N"mJG j:>E"r ~\I~
A,E~ATEI:;XI=:,TINc::;1 SOIL.
E>AC.KFILL
EXI5TINe 5UE~i~DE
[- 4" MIN. 5AUc.e~, Rlt--'I
\~~~DE =L-
3" MINIl'1lJM MULCH
~'I
~=rTI=::rTl==111 a,
~~-I-lli===-I'I-I~:-"--'II-I--':1 '
.- 1--- -- --
i"----l I l==ll 1==111 ' ,',
'1jI'-IJ--:'-I"I'-!--., ..',' ~ Ii"lA,SHEI'-IN ANt:' TAMPED
:= =:: . , , 'II PLJ~NTING ~;oIL MIXTURE
.~ll 1==1 , I:' ' J .::: I
" ~II 1::=.:1 II : =111==
'1=111---= I.--III---!! l.-::rrr~- II: =1 U-, E;)(ISTINe5U6C:?R.AOE
I 11-'" ; 1--/11---'11 !--' 11-'1/1--111-'-
---. i ,.,-, --... 1-,-1 -.-., ...-- -.-'-.
---, \ -- ,-- --', - I 1-- --
......... ~ ~ i..............___ t 1 ~ .................. l I I _..........~_; j t .:.........,...... j I : .......M...Y....1 I ~ ..........,~ $ \ l.
C,ONTRAC,i'OR. SHPr,LL f<EMOVE S'f,.~KING A,ND ISUY'ING
MATERIAL~> AFTeR ON/:: Gf<.OV<tING SEA60N
ROOTBALL, 18" MINIMUM
AADIU:, FROM 1rRUNK
:~.02 FEf~TILIZEfOit - rOR TRE:ES, PALMS, S+-IRU6S" ANI=' GI~UND (:,oVER, IPROVIDE "~IGR.IFOFC:M" TA6~_ET:) 6"1'" SIERFU"
CHI::MIC~AL CO., SL.Oj,'i FitELE:A5E: TA,SLETS, :20 .. 10 - S FOfOitMUL.ATION. TABLET AMIOUNTS ~)HAL.L BE A~:; FOLLOve=
I GA:LLON - I TJ~6LIET5 -7 G,J!,LLON - B 1"A6L.ETS 30 GJ~LLON e 6 TA6L.ET:1
:, GALLON - :;z 1'A6L.ET5 1:5 G,ALLON - 4 l'A6L.ET5, 6,.8 F'ALM5 -, 6 '.A6L.E.r:1
2.03 F'RI=-E,.."'EReEN"r HEReIC,IDE: - "SUR1=LAN" F'R.E-!=ME~0it5ENT HERf~ICIt:'E OR .Al~~Vf:D E:GUP,L.
2.04 ST,I~KES AND t,;7lJ"T":) - F'ROVIDE PRES9JRE TRE:ATED lI'iOOD 5T'AKE:S IN THI:: SI2:ES INDICA1"ED.
PROVIDE AR60R 1r1E <<:::'ONNEC"r10NS.
E:XOT I c:, f~E;S OOU)LANT -B~vfC;Y~:=
-------
ALL INVASIVE (:XOTIC ~3PEc:'IE=:r SUC,H PIS BRAZILI,AN PI::FPE::R, (:'HINESE TAL.LO~~, AND F~NI<,
TREES,~UST BE: REMO\/ED FROM THE ~;ITE. E>'OTI,c. Tfi~EE~; AND 5HRU6S :;HAL.L BE
CUT FLU'SH ~ITH FINISH rISRPDE. P..E:SUL'r1NG. Sn)MP~; SHALL BE REt<lfOVIEO' FRO''''' THE
SITE OR TREATED ~"'ITH AN APPROVEO' HEReIC.IDE.. C.ONTfiV\CTOR SH1~L'- meAT
CUT STUMP:) ~lI"H <S'AR-L.ON 5A, TROOPE:R, OR Fii:ODE:O HERE~ICIC'E TO THE C,AMf.3IUM
LA"T"ER AS I~ER MANlJF;\CnJRE~'S IN5TF~)C,1'ION5, AT THE R!ECOMME:NDE:D 5,TRENGTH TO
PREVENT 'F~.I=-eRO/I'I.TH. APf:;)L.'''' HE~SICIt'E IMMI::DI,t,TEL,Y .A,FTER TFijJN~:S A,RE
CUT TO ~;YENT 5J~P FROlvf 5E:AI_INe I-'iOUNDS" REMOVE ;~L.L ~l"ER MAi'ERIJ~LS
PRODUC::~ED BY' THI:r ~ORK FROM THE =WrE ANI:) DI~:;PO:;E OF THEM IN I~ L..E:eA~_ M1~NlotE:R.
;;;~.05 TREES ANt:> P~.LM:) - F~VIDE: TREES ANI:' P~~LM:; OF' HEleHT' ANl:::> C.J-\LIF'ER 5PE,:::'IFII=D ;~ND WITH SFV\Nc:'HIN5
CONFIc:1URATION Rf=C01~ENDED BY FLORilDA NUMBER, ONJE S1.ANC'AR1:?S f=OR SPE:CIE~S RE:GUIIi<.ED. PfiWVIDE
SINeLE STEM 1'REES E)(CEI~T /t~HEFitE SPECIAL FOfil~MS ARE: SPECIFIED'.
P/~LM 5TA1Klt\l6' P\NQJjL~~TIN~; C::>E'ItdL
CONTRAC,TOFit SHALL RE1""OVE 5T AI<.INe AND etJYINIS
MATERIA.LS I~FTe:R ONE 5ROWIN5 5EAeON
2.06 SHf<UB~; AND GRO~INDc.O"'ER - PF~OV~DE PLANTS OF THE HE1.SHT ANt::> SPREJl~? :)PEC~IFIE:D AND II"lITH BRANCHIN<!;1
CONFIc:1URATION AND t<"'INIMUM NUMBER OF CANES OR RUNNERS F<E:C.01:-1MENDED B'( FL.ORIDA NUMlSER ONE ST'ANC)ARI/S
2.01
LAI"'NS - SOD ~SHALL BE A,ReE:NTINE e,AHII~ Of<. ST. AUe\.ISTINE "FL.ORATAlvf" ~6 5iHO/l'lN ON THE PI_AN. SOD :+iAL.L
HAVE i~ CL.EAN <*i:OV<t,rH OF ACCEPTABLE GR.A5S AN.1=' Sf: RE:A50NAF.,L Y FREE OF /IIU::ED~:;. SOD PIE~:::'ES SHALL
BE RE'~TANGUL.AR S11ii!;lP5, OF EGUiAL. l"'IDl'H. SOC:) DELIVE:REt:) TO TH1:: SITE :HALL B):: 5f~EN IN COL,OR, ANt:'
MU~;T BE INSTALLED J;l{ITHIN 24 HOIJRS OF DELlYEF~Y,
l-R:EE: F'R,OwrEC TIC/N. NOwrES
--------~~---------_..
=~.05 EXC,AVATIONS FOFt PLANTS - EXCAVATE PIT:, '.WICE AS I"'IDE: A~) THI:: PLANT' ROOTEiAL.L. ANID LOOSiEN =~6S0IL
ON BOTTOt-1 OF E>C::CAVATION. FILL EXCAVATIO~; v-lITH v-IATE:R AND ALLOW TO F'ER.c:::'OLI~TE OUT 6EI=ORE Pl.ANTING.
SE"r STOC.tc:~ IN THE CENTEFii~ OF PIT Ii">lITH THE TOP OF E~ALL_ Ai' THE: SI-,ME ELEVATION AS AD..JIACE:NT I=INI~)H GiRA!;)E.
PLJ~E PLANTING ~:OIL 6ArC.KFILL AROUNC' SIC)ES OF IO(.OOTS,A.LL, ANt::' if'IORK EACH LA..,"EI!O(. TO ELIMINATE VOIDS
ANI::> AliR POc.~~ET5'. PI_ACE A<:7R.IF=ORt-1 T,I\BLE:T5 IN PI..AN'f PITS ('URINe E:3AC.iKFIL,L OPERATION.S. ~;FEp,T ~ATERI~;1
UNl.,L NO MIORE: If\IP,TEFC~ IS AeSORE~ED. MU,LCH ALL 1"R.EE F~IN(E~S .AND PLANTE1' A~~A:S j,'iITH ~~ 5" DEEP LAYE:R OF MULCH.
f'AR:r THREE - EXECUTION
REMOVE r:>EAO AND I NJUF'fD
Tv~le5, TRIM N.O L1EADE~,
RETAIN N~\TVfii~AL. SHAPE;.
;~.Ol PRl~PAAArION OF PL.ANTIN5 SOIL - 6f:FO~~ 1'11XINe. '~LEp\N EXIST'ING SOIL Or:: ~OOT:;, PL.AN1.S, S,TONES, ,AND
OTHER. EX1RANEOLlS MATERIAI_S H1ARI'1FUL.. OR TOXIC TO f~LI~NT G;fi(O~~TH. AE:RAi"E EXIS1'ING
SOIL BEFORE !~ACKFIL.LINc~. INSTI~LL AGf<lfORM FE1<.TILIZEFt T.A.SLETS OURING 19ACKFIl.L OPE"'~TIONS"
I) DURING LAND' ALrEft~TION AND j:'ON5TRUCTION ,ACTIVITIES, IT 9HALL I9E UNLA~FUL
TO iI<EMOVE: VEGETATION EIY GRUe,SIN~~ 0"( TO PL,ACE SOIL DEPOSIT:;, DE:SRIS,
SOL..vENTS,MA'~HINf:~Y O~ c.ONSTfOiUJC.T'ION MA'rERIAL OF )~NY KINE' WIITHIN THE
DRIPLINE OF A TRE:E TO RE:MA~N.
..-
ij~
11.1
JC
~- v-.lHITE SURVE"T"'OR'~:> T,06,5cSINe
~t l. TAIPE, 6" L..ENG,TH
~ r- , .. 2" X ;2" 5T'AI<ES P'RIViEN INTO
/ $ROUND ~,T AN ANeLE:, THEN TI5HTENED
TO VERTIC::~AL. PO:)ITICIN, e,1 MINIMUM
LENGTH, STAKES 1~T 1:20 J:)f=~E ANc::-7LE
ARI9OI~ TIlES C:::'ONNEC1,ION5
:>.0:2 PR.I::PAAAT'ION FOFit PLANTING LA""~NS .- LOOSE:N SIUe5RAC)E OF L,,~~N ARI:AS TO A rvIINIl'-"IUM I::>EPTH OF 4". liilEMOVE
STlc.K:" ROOT:;, RUSBI!3H, ,,~ND OTHER EXTlRANEOU!S MJ~TTt:R.. FINE: eFilADl::L.Jl,WN ARE:AS TO A 5~;fOOTH, I:VEN
SUF~FAc:::'E j;~ITH A LOO:>E, UNIFORM1_Y F:INE TEXTLlI<E. fOitOLL., RAKE, ANI:::> DRAG LAI-'iN )~REI~S, REMOVE RIC>5e~;
ANI:? I==ILL t)EPf<.ES~;IONS, AS RIEGUIREC) TO MEI::T FINISH Gf~ES,
~~
~j
..>-
()
:~.04 AP'PL Y Pf<E-E"'fEf<(;;7EN1' HER6I'~IDE TO AI_L. A~~A:) TO 6E MUL..CHED, ,b,Cc.ORDINe TO 'THE MANUFp,CTUREfil!;'S
REc::;'OIYrMEl'lDEC) Ft)l,TE. CONTRACTOR IS F<~ESP'ON5,IB.u: FOR REAF'PL Y'ING .A.PPROI~lf~TE HERBICIDE 'ro t-"fAINTAIN A
~EI=D f=REE: CONDlilON IN ALL ARI::A5 THfOtOUc::*iOLJT ALL L.ANr'5CI~FE OFE:RATIONS.
B.OS Glf( AND :ITA~:E A,LL TREE:S Po,NDPALMS IMME:DI~,TEL Y' AFiEf<. PL.ANT'ING, AS INDICA"rED IN THE E~ETAILS,.
- --
r.- U~
-:7 -
r "-IS) +'
-ll.J Il)
"0 ,- I::
OZ 1...0 ctl
+'
~<( 1Y) ~Il
-1~ 1Y) @~
(f):J .<:( (1;\
o Ifi
UJ- .- <D
I~ -,
I-~ ~
o .::'
<(lL! ,....l (1;\
-Z 1L
UZ ~ OJ
Os ,<:( Lf> "'t
LL c() _
(f)D- :~ ~. CD
tf)0 .~ LO 0
1- I
<(2 ~ -. ::t:I::
~s . C\') +J
D <() \.)
> Q)
<(. :....l ><; 0'
-~ [0 <1:, t..
Zu '>- \L ~
tf)ll.J i~ l.n
1LI....... :z <r:l
--1 I: ,<:( 1.[')
I~ 1:..9 <)')
1
Z<( ,~ ~i
OlL! r.j) c()
(f)CL 1...0 ---..
~6 1:0 ('()
lLJ([) .'-t -.
<()
00 .........
ZZ , \ (,",
,
<(s , ....
, L
\
...+- " ,
....~~ .-'
, -
~~ 1\ ,\
~-f> 1'....,
l., :
.....
( ")
/. ---"''''
,.~.
(~
~
)
)
<)
')
)
'\
<
)
,
"-...---------
,
I
: i .! I
--~~---
[__n~__~6 /~,8 (~~_
1;:.:---------:---- --.--- ------;
IUr'O'iy; f:3 ,: FMA
L..........._______,_____~___,____
r-~~~---~----.--~- ----
[npc~p~ q AU
I ~,~~, ~-
'--------=--....... -
------
;-~-~~-------~---
,
\
\
(
\
(
(
2) 6EF=ORE CON5T'fiiilJC,T'ION STA,RT5 , AI_I_ F'ROTEc.l"ED TIC;EES :;HAl,L SE PfiWNE:D P,S FOLL.OY'lS,:
PRUNE 1"REE:5 ToO 1::2' C.LEAFi~ TRlUNK HEIC:n-tT, RE~"'OVE ANY C'EAt::> OF<. DE:CE)~5E[) TFi:J.JNKS OIR
BR}\NC.HE5, ANC) REMOVE j.>'>{EAtc::' O"~ CfO;~5~)ED 6~.A"NCHES. ALL CUTS :5HAL.L E~E "'lADE:
(' 5UFI-=IC.IEN-rL"Y C.LO=.E TO TtIE TRUN~:::' OR Pp,RENT LIMB, Ii">lITI-IOUY CUlliNG INTO rHE 6RANC.I'" __ CFtOj,'iN OF ROOTE~ALl. SHALL. 6E
COL.LAfi~ "fit LEAVING J.~ FlOi~OTIiWDII~G ~;-I1JE., SO THJ~T CLO:;URE: C..AN R1::ADIL,,( STPt.RT. ,~r- III ,A60Ve FINI~~ ~~A1'E
ALL TRI:MMINe ~~HAI_L E~E DONE IN JA.CCO~'AN(::'E y~ITH THE AMEFtIC.AN NAT'IONAL :)TAN.DA~~5
(' ~),S~:~o1'.fE ::111~~-.t.:..~HOACII_LPR~~~I'eJC SI'I~' ATN:,~A, L~OO:A' TION~ ~:'L101.'N ('.....N 1'HE PLAN. 'OI"'TJl::)A'TO~.. SHA,LL.. ~~ITE =r". ~\' '" .'. -..-.-. :5'" MIIllIMU~1 MULCH LA'fER
.... I~~ ,1""""'" ~ ..CJ ....."-"...... " ;, rio, v ;;,t ..;;.111 "", M..... ,"-''''''..... I"~ i~~rrJ~ ','..:,~,n\I.,.\ -- AERA11"E EXIS1'IN5 SOliL
C SEVER THE FC.OOi'5 CLEAN" v..lll'H A, 5H,-\~F' IN:m;tuMENT, TO A DEIPTH OF Ie". A 2" LA'r"ER OF 'MULJ::::'H ~lJ,:;;:tH~1JJ-;-, "..\\ ",' e~\C.KFILL
5U FACE OF E>(POSEt:' ROOT':' OF' PROTECTED iREES .~ll*rilli :_~I' :>.06 SOlD INSTALLATION - L.AY 50D TO FOR""i ,A SOLlC> I'-'1,o6,S5 V'1ITH TIE,1HTLY FliTTED JOINTS. f3UTT ENI~S )~ND SIDES OF
5t-f.A~L1.. 19E I M1'1EDI ATEL Y APPLIED OV1;:1'<. ~rHE R,.." ' ; ~)'::. ~J.[;:ffig-"j~~~ J~.~,lli~l:llr,:- -- EXISTINe ~~U~;1RADE SOlD 5'rRIPSi DO NOT OVEI~LAP. STA(~El~ 5.~IPS TO OFFSE:T JOINTS IN ADJAC,ENT COURSE:S. ROL.L 5c:::>D TO ENSURE
. A SOIL AU~ iI'IILI_ 6E USED TO BORE UNDER ROOT SYSTEI'1S il'lHEN UTI;LITIES ARE TO 6E \1j!lm1!!jIIJ.'iI1.l!ij-~.-.:__l'~ A SMOOTH, UNIFORM 51JRFACE.. i"IORK SIFTED SOIL INTO 1-1 I NOR C.RACKS BE1WEEN PIEc.ES OF 500, I~MOVE EXC.E55
~ IN~'-A'-L_ED ~ITHIN 10' OF A PR01"EC,1"ED W..EE, ,:'O"'I.Tf<.P,CTOR ~;HAL.L F'ROVIDE: A ,6' RADIUS l''''UL'~H 'r- .2)4~-~-1 SOIL TO AVOIP 5HOTHERIING OF ;\DJi~ENT (57RA~~S. IMMEDI;~TEL_Y p,FTER ~::>DC:'ING" FERTILIZE '50(;1 WI1'H le'-4-,~, <)
RiNeS AT A DEPTH OF sit PIROLJND AL_L.. EXISTING TRE!::5 '.0 ~:EMi~IN. SLO~ f<.EI_E:ASf: FERTIL.lZE'~, A'f A RA1"E OF 12 POJND5 PER 1,000 5.F'. OF: LAj,'iN.
'I~UL 1"1-~3Tl=tv1 "rRE:E S"r AIKINe Df T ~I! PAR:r FOUf:;t .. M;I1,INTJ::NANCE
'\ ---ZONlRACTOI<~ALL REMOVE STAKINe AND eU'~~-'" 4.01 TREE, PALM, 5HRUB, AND GROUND COVER. MAINTENANCE - BEelN MAINTENANCE IMMEDIATELY AFTER PLANTINe. ')
~" --"I\. __/\ MATERIAL=> AF'TER ONE eRO~INe 5EASON MAINT~,IN PLANT STOCK UNTIL FINJ~L ;\C.CI=PTANc.~= E3UT IN NO CP6E LESS THE:N 30 DAYS AFTER SUBST'ANTI,l,L
~ '- '-.-/\'-..-/'......-.-/''--..../'-........-^-...--''''.I\..,----/\. COMPLETION. MAINTAIN BY PFWNING, If\IEE1:?1~7, AND ;I1\D,JLISTING IRRI<:~ATI:ON JA.S F<.EG~)IRED FOR. HEALTH"1'
''--_......A,___...... GRO~TH. TIet--ITEN ANt:~ RE:FAIR STAKE AND ~Wf SUFl;10RT5 AND RE=;ETrREl::S AND PAL.MS TO I;1ROFER eRADE:5 <)
(/..J'V;;) '........._""''-_____''^' OR VEt~TIC,AL POS,ITION A~:> RE:GUII~D. Sf~Y jA.~:> NE:EDE:D TO KI=EP PL~~NT :STOi:::'I<. !::REf: OF: IN:lEC1'S AND l'ECEASE.
(~~~ ~~ '-~,-~__~ ^ ~'--~~~~~~~~'-..-~ 4D2L~IIlNMAI~~AA~E-MAI~A~~~~~~re~N~ffi~LIZIN~~WIN~MOj,'iI~~ro51~~AADA~O~~
<( ~ ... '--- '--../ '--" REl~UIRED OPERA1'ION. RC:>LL, REGAAlDE, ,AND REI~LAINT E~ARf: OR EFCODE:D .A,RE)~S TO P'RODUC,E A LlNIFORML Y SMOOTH
C ,f'~~o 0 .;.r. .-~. 3" MINIMUM MULC.H "---"\ LAlt'IN. MOl" Mj J1;(EGllJENTL Y ,'5 NEEC>ED TO REMOVE' NOT MORE THAN 30% ,oF THE eMs:. HEleHT IN ONE MO""INe. \
C~jl),\ ~l .~o;o , / nSOD ~ i"::,~ '1'..= .,.~~ ~~) '--,, 4.05 DUf~IN~; LANDSCAPE V'oIOR.tc:~, KEEP PAVEI''''E:NTS CLEAN ANI:' I/IIORK ARE:A IN AN OfOi~DEF~L,,(, CONDIT~ON. ~OTECT ()I
c ~.", l' J. (~....}:" l{i ~..J LAND~APe i"IORK AND MATERIAL':' FI'lOM DAMAGE I:>UE TO OPERATIONS 6"'" OTHER C.OI'llRACTORS ANO TFlADES. \
'illlllll~~~I~IIIII,iI,IWlliJ~{~~,L-c-'-'~' . '~_I T~~~tl~tUllllilllllr _ W~ ~~~~~~d~Z~~~~~~::D~6~~ l~Ib1'~~c.~~g~ ANI:' M~,INTI::NANCE PEfliitlOD5, "rREl~T, F<.EPAIR, OR REF'LAC~E
'::=8~n=~ ,'" ,,',' ,"". ,',', ,'=' 1--- 11=1' In -- PLpNTIN5 :.oIL MIXnJRE
'r-=J_1 ,Ul~I~L'-1 -1;C:'0!'-'C1" "'I' ~-I~~l~ IIJ~' EXIC.TI""''- ~"''''IL St.OI j,'iHI:::N L.ANI:>sc.)~PE V'{Of<.K I~S COMP,LETE:D, L_AND5c.,A.PE ARf:::'HIT'EC,T J;l{IL,L MAKE AN INS1~EC'T10N 'ro DETEFC~MINE
'=:~r~~_L:;T":n;:j= ~~:;:,=f--'-II,~il~lI- -----~ ., I"'~ bA.... Ac.CEPTAeILIT(. ~~HEN L,A,ND::CAF)E ~IORK DOES NOT CO'~L Y W~TH fOitEGlJIREMENTS, REPLACE R1::JEc.TEC' 1AI0RK r-"""
f---- .2)~___j ANI=' C.ONTINUE MAINTEIAAN4::;'E LINTIL. REINSPEC.1"ED BY rHE LAN1DSG~APE AFitcHITEc.r. REl';fOVE RE..JEC,TED I
f--~~--1 "- PLI~NT~; Af'.lD l'-'IATERIALS f'ROlvfPTLY F:ROl'-1 THE Pl~OJECT SITE, .-/
SHRUB PLANTIN6 DETAIL 6ROUND -':OVER;zEA<;dN6-.!2ETAIL ~--....." ~
- ----.---- "'---,.../",,--./\... /-J"--
--^'....-----^'- ^ ^ ./,-, /'--./'-.....-/........----
"-,__________ ----^'-......J"----/ '----- "'-__
, ..
o.....-___~____________
~~---'-----~-------~
~= \/; ~: ' \~> (-" 5 :
I\~> [>=.:te ~"2S'=":C,t!CI-
_4~~~Lt~t'O::tJAS .J:>~L ~~AU~~J
L~' .' i of City
1 "Z:r==~-=/ '~~,-=======,'==
'~::,I , .' !
I --=-<---~-__~,___,__ ,___,__,__
I :' I
I~C'n .. -=~ n_-~-~.~
I, ":~- L.._~___ - --- --- -----, ---
.!,~+_ _,~ _~_nnu, ___ u. ,_ ___
I Ld...-_~___._______..~_ ,---
Lj.: . .
i :T-~---:--------
I L,=h.. " ,-----.--,--,--
I L'-.:__________
------
)
)
)
-
I
!:=J [~~ -
--~-
[] F~Pi.1 --i\:_. Ji 3!::\'_II.,:-
'L~=~~ /E _( ~,'1~>. -;-
'~ .- -, r- T 1-' 1 ,-,,, ~'I ' . I" --.. ,
~~ r ~; Yi. ',--, _' i _,1,-__, _ '/ ,lIt ':
,
, - - -- ----.iiiiiiiiiiiiiiliiliilliiiiiiiii..............--
:~z
itJ.t ~
t-l~
i_i .J
~: D.
, .... (/)',
:U.I Z'
C:, 0
W-
i t-
In. J:
<I.......:
, t ,,1
(.;~ ~. i
u:~LL:
C~O,i
:z; WI
<1.J D. i
CfJ!
i
--~______~_~_~__~_____~_~__~_4______________ __~ _~_ ___ _ __________ ____~_~_______________________________~~~~~~__~_________....,..________~_____________ ___
-----~--~--~~~~-~~---~--- ~-----~-- -------~
--~----
W
I-
W
Z>i'-
- <.0
- cr:: i'-
o 0f'0
" cr: I")
... w <C
1-0
IV <C-
Y. S cr:
W1-O
I-1
I- (9LL
;:<C ffi 23-
~<(
___w
NO]
I- ~ 0:::
J: W
..1-
1ft rn <(
\J 03
- C"J 0:::
IV ,,<(
Y. L[) W
I m~d
~---
r--~
L~~ -12
..........-
1
I
~u
229' 9 1/2"
-
231-105/8" 18'-55/8" 281-71/2" 9'-8" 68'-6 1/8" 9'-8" 28'-7 1/2" 181-55/8" 231-105/8"
~ -
,
~ N C\l ~
--- ---
.,..... T"" .,..... T""
LO ffi 0) 0) LO
, I I I
CO - CO CO CO
))
10
~ ! ...sJ2 oq- oq-
~rr h-r I , i\i1 I
Y .. ~ 0 0
,-...,
~ ~ T""" T"""
- II ~ -
~ 10fiJ ~ cl ~
LO LO
0 I . 0
T""" Vt>> ~ 0' . T"""
I ;;, ~ I
C') @ C')
N N
~ SEE LEFT UNIT FOR INTERIOR
o. >~. DID ~ l! ~ ~ , ~ -~ ~
~ [!
0 ~ <C V ~-
~ ~ ~ ,<v. - ,~ '1i I
,,/ '"', '~ " 0 If 1'\ /
" ..
;== '------' 0 iJ Il 1\ Ii
:= ^
0 ~ 1\
'== 0 ~/~ -\j l~ I
~ 1 ,868 sq ft ~ - 1,868 sq ft
~ ('F\
,~ VI: '~,
".,,/ o o.t ~ Q~
" ~ I [X "---.J 0)
I ~ ( 01 @ :J <0 ~ ,
-^- . oq-
..
= I~ \J 0)
~ 0 , ,I DgDI1 ~
T"" , SEE LEFT UNIT FOR INTERIOR T""
"'" ,.. J I
T""" "" \J~ r-- T"""
I II I~ - - -I T"""
T""" I
,
G I f-- I I N
N () (l ~ SEE LEFT UNIT FOR INTERIOR ~ oq-
oq- '~
~~ 'I ,0
10 -
. V /
- ~
- '. / I
[! " /
I
I: ::::; .... I
~ "<: ::r I
)) 2,017 sq ft /J ~ 2,017 sq ft
~
~ '"
r--
~ C
0 ~ 1/ 0
I IN 1,972 sq ft 1,972 sq ft I
0 ~ 0
T""" ~ T"""
~
~ - --
. 0
0 7 C
T""" T"""
I ,
LO LO
CO CO
I ,
C') C')
42'-111/4" 9'-33/8" 1 0'-0" 201-33/8" 41-75/8' 10'-43/4" 341-911 1 0'-4 3/4" 41-75/8" 20'-33/8" 1 01-011 91-33/8" 42'-11 1/4"
2291-9 1/2"
0)
oq-
0)
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
TOTAL
6 UNITS
6 UNITS
5 UNITS
3 UNITS
20 UNITS
FLOOR PLAN - LEVELS 1 AND 2
1m: .,,~. --"Vi ~,E. I ~\ I
'I
1/811=11-0"
i
. .-' I
- '-.,,- .... .
r '
~,--..\, ,I:.>.: :.. '. r ov.J1',
c~; r, Or: l L~'~.. \,', _\r~ i L; I
REVISIONS
# DATE
o -'
t- ...
'" z
'" Q
",~r c'"
a:tl~~ 8ffi
ow~> 0(1;;
Z~Ic:n a::::::lii:
gi5~~ e~
ffi~o~ ><
~t:~~ ~~
ZOIt::: u.Z
<UU...J We(
>(f.)~>- ~(J)
"',::j t: ~ <.)!z
Z<oa:: o~
g~~o ~:J!
LJi<::I~ w::,
a:~<_ roo
rZJ::5 OW
~Ig?O 5~
cr:~<~ ~~
~~~d VJ~
!z'~1!i~ ~&:
wcr:",;-' j::cr:
~~ffi~ wO
o<C( zU)
~~~~ :56
z~a:5 c..1-
~(/l::i(J) ~o
:nffi~~ !i!6
Ol1..cncC ~o
<J)
"'w
W<J) ,
LL -.JUj UJ
t:oo@J:z@j
ozw<~IO
~Qt:crl~Q<J)
-.J tij j a: a:: LLO!j!
....J....Ja:(f.)~ ~
~~:f~fiJ4!~
a:ocn~~~w
:i~U)w~g:~
z~~~~~~
5=>a..l--zzu
"",OwooW?z:
l..L~(f.)t-~t:<
Ocr:!j!<J)Uircr:
~=>f-~iE~o
ffi~~z;n~~
~UJ>~zwu
~CD~o8:i~
::;::I~~~~~
j::~o><wcr:
"'w-,cr:j::o(
WO",zO t:
~~::)O~~O
~~b~~~~
:5<.)wacr::ic::j
a.~cr:!z~~'~
~0~8~~~
J:cr:J:ru.:5<
1--<I--COOa..::E
:.-- CoO N
aN.....
~ M C\l C')
<D Ll)
W , '"
;.J..,;: ~ co
-<Da:
::lmw
f-- (f)_m
, '" ::<
- ;~
Cl_z
:r: a:
'<t Z
~:c~O
U -
_"'I-
Ct:--,"'<{
a: ..; a:
."..J:LLI-
. w c (f)
'~~:.:'l N ~ t;
/ 0::< w
'" <{ a:
tWf '" I-
w <t:
I- 0
Z a:
00
a.. li
a: a:
w w
I- I-
<t: <t:
~ ~
I a:
<!J<t:
w
a: --.J
(J)t)
N
o
z Z
<t: <t:
--.J
a.. T"""
a: en
o uj
0>
--.J w
U. --.J
15 AUG, 2003
A
1
REVISIONS
# DATE
0)
,
~
0)
181-75/8" 181-55/8" 281-7 1/2" 9'-8" 681-6 1/8" 91-8" 281-7 1/2" 18'-55/8" 181-75/8"
- ~
r r "
~ '> ( ~ ~ \ , ~
..- ..- ..- ..-
1.0 ~ 0) 0) 1.0
, I , I
CO CO CO CO
~ 0 ~ < b ex:
~ ~
I
Ir , I
/' - ,..,. ~]\- (f 0 0 1'\-11
Co co
--... ~ f-- ~ ,...... ,...... --...
LO ~ I/)
-
f'.. .... .~ f'..
I IU il ,
CO I CO
,...... Q[]:g} ~ 0' I - - I ,......
:~~ ~
~~or/
f ~ ~ ~ ~ ~ ~ ~ ~
co ;;\1 rr ~ , -~ ~
-... ~
'" I ~ ~ '"
1.0 l~ '\T I : 1.0
, , , ~ '- I
0 ~ " il ~ ~ 0
,...... ". ~ / 1\ ,......
3
~@) (l - -CI r\J SEE LEFT UNIT FOR INTERIOR
z.:~
= -^
2,290 sq ft .. ~C rv _ I 1("1 1:)-1 B I I 2,290 sq ft
~ D IV Q
" ""u ~
0 << IC '----' /
~ ~h ~ ~. @ O~ 0)
~ ~ ,
I (!) ~
d V
0)
~ 0 ff_.
0 @ ~\
r 0111.
-.;t cJ ~
-... -". -...
..- E~ ..-
CO <- f\ . CO
I r I
f'.. (LJ~ 5 Q f'..
('t) 0 ('t)
~ - ,.-----,
"- -;d SEE LEFT UNIT FOR INTERIOR
\ -r .----- =
0 2,228 sq ft
I:: ..." ~ I
r--..... =
f-~ I
2,228 sq ft 0
~ ~
~
~
~ " 1
"
0 ~ 0
, 2,610 sq ft ,
0 * 0
,...... .}....<, l\ ,......
~
- r\. -
... -
0 0
,...... ,......
I I
1.0 1.0
co co
, I
('t) ('t)
371-8 1/4" 9'-33/8" 1 01-0" 20'-33/8" 41-75/8' 101-43/4" 341-9" 1 01-4 3/4" 4'-75/8" 201-33/8" 1 0'-0" 91-33/8" 37'-8 1/4"
2191-3 1/2"
219'-3 1/2"
f:> >-
en Z
en <
(/)~>-~ U)
a::f-:::tZo cr::
o~~;:8 ~
2t:ICOc( ~
Sli5~~~eCl:
ffi~o..-o><
~r:~~~g~
ZOIt:::Ou.Z
<UU...JU::W<
>-tJJ~>-u~U)
"',jr:~:i'u!z
Z<oa:(I)O~
Sl~~o~~:i!
L5<j~6w:)
a:::::t<:-CDCOO
?z~~d~g~
< (') a: ::>'
a:"i<~00~
02::i:JW~>
u._~zmaU)~
!zf-I~a:~frl
wa:Q...JQ.~a:
~~ffi~~U)~
a:o~ -Z~~
O(l)W~ ....lo
:iZ a:sffio.. I-
~Sljenf=~o
~ffi:g~!l!~
OIJ....(/)oc(a..I-U
en
enw
u.. ~ffl u.i
r:Oo@IZ15
ozw<I-IO
&lQr:crl~Qen
j~~~fE~~
~~WZCl:;iz
en Q.:5~>-
a:8(/)a..::>o~
~zU;wfrl~z
~~j~~~~
0=>a.1-Z20
,ClWQOLLJ?z
LJ..~ffil-i=~<(
Oa:Ienua:a:
~~F~~~O
ffi~~~~~~
Q.w>-J:zW(J
~a:la..8U8[~
Q.j ~>-><I
W<a:<ZWu
~:ro><Wa:
enW...Ja:~<
woenzo ~
~~~oa:~o
tf) .........u 00 u
z~o~zIen
:SOW :E~j
Q.~~z~~~
~~~8~~~
Ia:I>-U.:5<
.....<.....mOa..:i:
I-<ON
ON r--
~ M N M
<0 U'l
W , CD
;.L ~ CD
-<ocr:
::lmw
1-- (/)-10
, '" ::;;
- ;~
0_2
:r: cr:
... 2
:~:c~O
~"';::
::.:: -' '" <(
cr:..,j cr:
<r:~~~
~"~O
,j a::;; w
CD <( cr:
"'~
w <(
~ 0
z a:
00
0. ~
a: a:
w w
~ ~
<( <(
~ ~
I a:
(!J<(
w
a: --I
m ()
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
TOTAL
6 UNITS
6 UNITS
5 UNITS
3 UNITS
20 UNITS
z
<(
--I
0. ('t)
a: --I
Ow
0>
--I W
L1.. --I
FLOOR PLAN - LEVEL 3
1/8"=11-0"
04 AUG, 2003
A
2
181-75/8"
181-55/8"
Co
--
.....
L.()
I
CO
BEDROOM #3
~
L()
,......
I
CO
T"""
'81
rr
il
I~
I--
~
\...s...J
{3
~
""
~
BEDROOM #4
~ l'
""" "-
L.() '\:'
I \
0 ~
T"""
LIVING ROOM
3,642 sq ft
0) "
I
V
0)
~
.....
CO
I
"'"
C'f)
o
I
o
T"""
o
T"""
I
L.()
CO
I
C'f)
37'-8 1/4"
,
~~
@
281-71/2"
-
BEDROOM #2 ~
))
JI2
~li1~~ (-
-
~
~OJ
00 Il. ~
~
~~
l--
"-
fl/ lr\ -: --6- ~
I
-
~~I
I
I
MEDIA ROOM / OFFICE
~~ D~
91-8"
2191-3 1/2"
68'-6 1/8"
91 -8"
28'-71/2"
-
18'-55/8"
181-75/8"
N ~ ~
--
..... ..... .....
0) 0) L.()
I I I
CO CO CO
v V
I I
0 0
T""" T"""
-
- .
BEDROOM #3 lA
BEDROOM #2
""
ill
~
IB
~
\:~
~
/
91-33/8"
~ I
~ 1]"1V7 17~~
--...::
Q
MASTER
BEDROOM
::::::
.......
r<
J ~
[i
MASTER BEDROOM I
I' _J
I
I
I
I I
L _ J
~
TERRACE
~
101-0"
201-33/8"
41-75/8'
101-43/4"
FLOOR PLAN - LEVEL 4 (PENTHOUSES)
OFFICE / MEDIA
BEDROOM #4
F^7
"
~
l
cf\
-.. r--, \j
Ir--- ~ Q
~ J. A Q Q
;>6rO~
IQ -~
~ <0 -- '
DRESSING ~ I C '7'
AREA <: ~
L -i g.
I
I
I I
L_--1
@
o
Q gl~
-~U
/
I'
'. h
~
.....
LIVING ROOM
-
~-
3,655 sq ft
~
TERRACE
341-9"
2191-3 1/2"
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
TOTAL
6 UNITS
6 UNITS
5 UNITS
3 UNITS
20 UNITS
11:J
{) \J
If-
~
~-
<!o
Ollu i ~
I
5 BUTLER'S
PANTRY
D -C
*
-
TERRACE
.
4
101-43/4"
~
41-75/8"
- 1\ -i1
I
~
.
I
I
SEE LEFT UNIT FOR INTERIOR
I
20'-33/8"
101-0"
3,642 sq ft
~
9'-33/8"
~
1/8"=11-0"
~
/
371-8 1/4"
~
~
~
L()
,......
I
CO
T"""
~
"
L.()
I
o
T"""
~
......
CO
I
"'"
C'f)
o
I
o
T"""
o
T"""
I
LO
REVISIONS
# DATE
~ ~
III Z
III 0
(/)~>- ~~
~tJ~~ CW
z~:i~ ~~
~G~~ f?~
wa:Ut- >c(
a."'l'!< :Ja.
f5I~ ii'~
<UU...J w<
>-(/)~>- CI:(/)
alj~~ <5!z
~~8~ ~~
lJi a: lll, a: a:
d:J~ ~6
>-z:i3 OW
:i~~u sa:
a:"><1; ~ifl
oz:t-l U)~
LL_~~m rub
~~Q~ ~~
!z!J!a:?zo
-~~< ~u5
~~~ui :5z
f- 0.0
zaa:s we
!:2w:jcn we
iflffi~?z !J!~
011.(/)< ~o
III
lllW
u. ~t3 u.i
~Oo@IZ[5
Ozwc(I-Iu
~Q~@~Qlll
j~~~ff:~~
~~~~fi1~~
a:o(/)~I-~w
:$~cnwBa:a.~
""::OZC/.lUJ <
~a.:5~~~:X:
o:Ja..I-Z2U
-,owooUJ~
U.!J1111f->=~<
Oa:!J!lllUa:a:
~~f-t'5~~0
ffi~~~~~~
Q.l&.J>:rzwo
~CD~u8g:~
a.:JU~>-><I
W<a:<2WU
~:ro><wa:
lllW..Ja:I<
WOlllZOf-~
~~:::Joci~O
lI.l .~tloO()
z~frl<~~~
~[rli3g:::li~..J
w"'a:z~u;~
~i3~8~z~
Ia:I>-U.:5<
.....<(I-(DOa..~
0)
I
V
0)
i-- <.D N
aN....
. (") C\l C')
..... tOU'l
W , !Xl
:..L.: t- CD
- to ex:
:::lmw
r- Ul_<D
, M ::;:
- ;=>
Cl_Z
:I: ex:
'<t Z
'~ I ~ 0
~Mi=
::r:: ...J M ..:
CI:~a:
."..IU-I-
. w 'Ul
~ ~"
, ~::;: W
!Xl": ex:
h.llIlI.U~ M I-
w <(
~ 0
z a::
00
a. ~
a:: -
w a::
~ w
<( ~
~ ~
I a::
(!Joe(
w
a:: ....J
CO ()
CO -
I U)
C'f) W
U)
::>
0
I
~
Z Z
<( W
....J a.
a. --
V
a:: ....J
0 W
0 >
....J W
u.. ....J
15 AUG, 2003
A
REVISIONS
# DATE
~
0')
181-75/8" 18'-55/8" 281-71/2" 9'-8" 68'-61/8" 9'-811 281-71/2" 181-55/8" 181-75/8"
r- -------------------- --, r- -------------------- --,
I I I I
I / I I '\ I
~ I I I I ~
,..... I I I I ,.....
LO LO
I I I I I I
CO /\ J I -1- - - - - --, r- - - - - -I- I ~ CO
. ~ I I I I I .
. I -~ - I .
I T I I I
I ELEVATOR AND BUILDING I I ELEVATOR AND BUILDING I
I EQUIPMENT ROOM I I I I I EQUIPMENT ROOM I
, rtlf I I I I -1\i11\ I
co I I I I I I co
-- --
LO , , I .... LO
- I -------...=.1
I'- I. I 1 I t I'-
I I I I 1 1 I I I
CO D D I I I 1 J I I D D CO
~ 0 I I I I J I ~
I 1 I . 0
I I I I I I
o----c-- 1 1 I ---------0
___...l..____ i-...J I I L. ____.L_
Z - - - - - - -
o MECHANICAL I BUILDING . MECHANICAL 0 ~
I EQUIPMENT COMPRESSORS 0
o COMPRESSORS KYLlGHT OOF E )GE AS VE .. t . ROOF GE ABOVE SKYLlGH
1 I
co D D D D D d .1\ D D D D D D co
-- --
r-- 0 0 r--
LO LO
I I I
0 MECHANICAL I MECHANICAL (t; 0
~ ~ GATE COMPRESSORS L_ ~\- __J COMPRESSORS GATE .~ ~
- - -
/ '-- FENCE '-- FENCE FE NC E -----.J' FENCE -=.J'
~ GA ~ROO ~/ -....
DGE ABOVE /
=
~
, SKYL IGHT I
-
~ ~
ROOF DRAIN ---- ROOF DRAIN ----. ~ ROOF DRAIN ROOF DRAIN 0')
~ ~
--
,..... COMMe DN AREA ,.....
CO CO
I I
I'- I'-
('f) ('f)
36" BALLUSTRADE 36" BALLUSTRADE
r-------, ,.-------,
/ " / "
/ ,. ~ " / , ~ "
/ "
:t " / ~
\ " ( t ~ 1
I I I
~ DECORATIVE I I DECORATIVE I ~
,..... I ARCHITECTURAL ARCHITECTURAL I ,.....
C\J I I
I ROOF ABOVE ROOF ABOVE I C\J
I I I I
- -
~ I I I I ~
~ I I ~
I I
I //) ~,~ I
\'" //
co " / " / co
-- '- ..../ '- f-/ --
LO ------- ------- LO
I'- I'-
, I
~ 37'-8 1/4" 39'-63/4" 41-75/8' 1 0'-4 3/4" 41-101/8" 25'-07/8" 41-1011 101-43/4" 4'-75/8" 39'-63/4" 371-8 1/4" ~
219'-3 1/2"
219'-3 1/2"
o
>- >-
rn Z
rn -<
tJ.l~>-~ <J';
c:l-:tZo a:
o~~~tl ~
ZCICO<(a::::i!
~ts~~~f2~
~~~~~~~
>-f:-CJ-<=>O
ZOIt:Uu.Z
<u~.....l~~<
>-<lJ-<>-u-<~
c:l_j~~~t}2
Z<Oa::(f.ICl~
~~uooi1iw
-<"rn ,Za:a:
~::;::igj5w=>
--=:<:-coc::lO
~~~d~g~
-< 0 a: =>'
,,"i-<j':00~
02:t:Jw:t>
u.,:::Zai(3rn;::
!z>-I~,,~&:
wa:Q..JO-j'!:a:
~!ffi?z~(J)Q
-r-O<I-Zul
~~~~"':3~
z~a:5f3~t:
~rn::irn;::rnO
~ffi~~~'j!~
o c.. Cf.)oI:( a.. I- U
rn
rnw
u. ~f3 u.i
f:Oo~IZ~
ozwccl-Iu
~Qf:Sl~Qrn
:J~~~fEo~
~~~~fa;i~
~OU')~l-E;W
~~rJ)w~~~
~~~~~~~
o:lc....t-zZU
-,owoow~
u.!J!rnt-;::f:-<
o"'j!rnu~,,
j':=>1-~~~0
ffi~~~:n~~
O-OLU>-:rZWU
lIIa..oOcrw
" O>-UQ.>-
~::l~~~~~
j'!:~o>,-<w"
W..J"j'!:-<
w rnzO >-
~ ~o~~b
U) .....0000
5 &:~~E~
0- ~!z~~,~
lli ~8~~~
I I>-U.:3-<
I- I-mOQ..~
~
f-- CD N
ON r--
. M N (")
'-' <O1ll
W , !Xl
~ ~ CXl
-<ocr:
:::JOlW
,-- Ul~tll
, M :::;;
;;:; :::J
O~Z
::: cr:
~ z
:~ J: ~ 0
t) -
_MI-
e.:: ..J M <(
cr:....icr:
.."..J:U-I-
. w - Ul
'-ill': --" N ~ (;
~'O:::;;W
!Xl <( cr:
~1lJ!1I1!!i1la: '" I-
=
w <(
~ 0
z a:
00
c... Li
a: -
w a:
~ w
<( ~
~ ~
I a:
C!J<(
w
a: .....J
CO l)
z
<(
.....J
c...
u..
o
o
a:
ROOF PLAN
1/8"=11-0"
15 AUG, 2003
A
4
TOP OF ROOF ~,
SLAB \r
BASE FLOOD ~,..,
ELEVATION 111-0" '"
MEAN SEA ~"
LEVEL ~r
TOP OF ROOF
SLAB
BASE FLOOD ~.
ELEVATION 111_0"~
MEAN SEA
LEVEL
~-
o
I
-.::t
LO
o
I
to
o
I
C\J
,....
o
I
C\J
,....
o
I
~
LO
o
I
C\J
,....
o
I
C\J
,....
o
I
--Q----
,....
o
I
,....
,....
o
I
F-.
7
\
~~,"
~
~~
I _
ELEVATOR AND ~~
BUILDING EQUIPMENT \ ~
~ ~~~~~l/ 9 ~
''J 11 ~ 11 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ll./O <0 ;::
Jffi -- -m -- EEl - -- -- -- -- -- ~ ~.-- -- - ----~
I
I
ELEVATOR TOWER
/
0)
I
~
,
,....
,J ....,. "'l....,
~ ji,
L--
m!
L-
m!
- - - SOLID - - -
BREAK-AWAY
WALL
r9
r~
I'.-~~-"-~"
ci'-
'.1: L
I I
II ,...--,
.1' i
,...1--- _-_-.J.
It
-== ~1
If-~I
.--i
1~1
m
iB1
~ L~tl
FF
Jt~
~~I
l~
----- ------------
I f
L OPEN FOR BACKUP SPACE -..J
NORTHWEST ELEVATION (FRONT)
o
I
to
o
I
C\J
,....
o
I
C\J
,....
o
I
C\J
,....
o
I
C\J
,....
o
I
,....
o
I
,....
,....
o
I
I"-
[,....,-'..,...1
...",11
r ELEVATOR AND
/ ~6 BUILDING EQUIPMENT
'J~~~gr ~ ~
o ''J g g g g g 11 ~ ~ ~ 1f 1f 1f 11 ~ 11/ ~
---------- ~--- --------m--W3~--m--
ELEVATOR TOWER
/
~
BULDING EQUIPMENT ROOM
RED / ORANGE TILE ROOF
AS SELECTED
12
""'J 6
o
I
to
I
m
\ I
\.J; tI tI tI tJ bI bI bV
~
r ~
~ ~
---
.- .----.
I I
111111111
II!I f
II~ I
~. '\ \, i\
q-='
Ji'~
---
.----.
-
~ :~~8k ~
~
~
I~ ~ :1 'Fl fl r: ~ ~
1z,,;l:1~8bl:hi~
111 f1 ~ ~
Il:ld:d~
~~Q~ :: [~~
IR, F r ~
il:idl:1l:1
I
I
I
m
l ,e 'WWJ
r I'f \
-{
~~~,'-
--
--
~ GUUU I', 'f\~_
I~ ~ ~ ~ ~ ! Idldl ~__ _CONCRETE
u u u u u u BALLUSTERS
~ "''1i1'f!
I~~d:d ~b~ki
~ d ~~ ~ e ~
u u
"1GU0ejou
~~~~,
CONCRETE _ _____/ i"'l i"'l i"'l
BALLUSTERS
u u u u
u u
u u
'~ ~
'i"1
STUCCO
FINISH
~ I~ \
U U
1---
'~ 'o~
r~=~--
i--
STUCCO
FINISH
II 1\ \ \1
~
tl
IC~~~
~l='~~
:un~r~~r
~ IOUU~ I~~~~
If( f' '" 1'1
II...i...J(.;
u
u
u u u u u u
u u u u u u
h id/ , ,/ \ 11,
'R',~;'!r\
l,,i:,i b l:l
~ww~ Innuc wwQ~
.~
JE~
I~~~~
I:": ~;'i
~'W' ;I~I
-..........
-
.
\
I
T
, ,
,.-----
~
\
,
~ SOLID
BREAK-AWAY
WALL
I I,
~
,.-----
~
=
ll; ,
I \
GARAGE GATE
GARAGE GATE
'....
r........
/---'
./
I
SOLID ~
BREAK-AWAY
WALL
L CANTILEVERED
CANVAS AWNING-
6'-0" PROJECTION
COLOR SCHEME:
ROOF TILE:
REDIORANGE MCA CLAY TILE #B204 OR SIMILAR
MAIN BUILDING WALLS / COLUMNS:
GLIDDEN HAZELWOOD 30VY65/258 OR SIMILAR
GARAGE WALLSIELEVATOR TOWERfTRIM
GLIDDEN SOFT GOLD 30VY64/331 OR SIMILAR
RAILlNGSIBALLUSTERSIFASCIAIWINDOW & DOOR
FRAMES
GLIDDEN KITTY WHITE 30VY78/035 OR SIMILAR
(SEE RENDERING FOR APPROXIMATE COLORS)
:==01. r"~11
I' !. ;
, ,
,I · ,
.1 i
L=~ '. ,_o_~;
,C _ I
: Il~
. . . . . . . . . . . . . . . .. .. .........
..'...stAuCtUAAL..'.... .....'.
<. .CbWMN.$.... '
................. .............
............................. ."
................................
.-.-.-.-.-.- -'-'-'"
............. ...............
36" KNEE WALL
WITH SCREEN ABOVE
SOUTHEAST ELEVATION (REAR)
DECORATIVE
ROOF AND COLUMNS
r-----,
'I I'
II ,i
" III
L~.~
-----
-I
!e;o =_.::.cc ~'- ~11
,
o
r~~~l
L==~~~~~:
1-,---- 1
,--1,
-l
!_JJ
~!
1_",-- -'-~
r=-c..,~-~
I. I
ii I
r==T --=~.l
,
'Tl
l [-~:I~I'
, 1~~1~ II
1 -- --,
II
II
- -- -~ I
,
r ---
1
I
I
I
'"l-'
i
~
REVISIONS
# DATE
\
~
I
ffi
c==~
f--
f--
~!
8 >-~
~ ~~
cr~~i~5g?
o~~~8~~
Z'=:x:/Doc(a::t
~i3~~~~~
ffi~u.....o>-c{
a.. W<~:ja..
~5~~~ir~
<o~...J~~<
i;;~<(~[rl~~
z<(f:<(Q.ow
OIOa:W<(::;;
UJ~~~~~~
~<(:J!!I5w::J
~~:f5~~@
~I~t)-5a:
a:Q<(~00ffj
oz:::E:Jw:I:>
"::fz;n(3w;::
!z1-6";a:~[rl
~ffi~~~~6
~~w~~uj .
a:o~ -z~~
~~~~~~Q
~~j~~~5
U)a:-<>-a:wZ
WUJJ:z<:rO
o a.. (/)..::(a.. 1-0
~=
f--
f--
I
~
~~
II
IT
r8:~
?2~~
-I-
r-I-
W
Ww
u.. ~~ u.i
f:O,,~IZ~
ozwc:cl--:I:u
~Qf:fil~Qw
::lIii::ia:a:i5~
~~ffi~~~~
iQo~~~E;w
~~tnUJ5[~
z~~ffj~~:f
6::JQ.j!:~zo
.OWOQW~
LL.~(/)I-I-~C(
Oa:~U'.lOa:a:
~::JI-~~~O
ffi~~~~~~
~~~i3~~trl
a: 0>,00.1-
~:J~BIi\~
j!::fo>-<(wa:
WW...Ja:j!:<(
WOwzo I-
~~~Oci~b
(/) .t-tooo
Z~~<~E~
~~(3~~~,...J
w-O:oow:f
t3i3~o!:zg?
Ia:I>,u..:5<(
1-c(I-a:lOa..::i
L
~
, ,
L OPEN FOR BACKUP SPACE 3
SOLID
BREAK-AWAY
WALL
SCALE: 1/8"=1 '-0"
- <0 N
aN....
, M C\I M
'--' <OU'l
UJ'al
;.J..; r- co
-<0 a:
:::lo>UJ
'-- Ul _ cD
, '" :2
';;:; :::l
O_Z
::r: a:
.,. z
~-' I ~ 0
U -
_"'l-
e::.:: ...J '" <(
a:...ia:
<" I u. I-
, UJ - Ul
~~' -:'\ ~ (;
~'~~UJ
al <( a:
.....--. '" I-
w <(
I- (:)
Z a:
00
(L ~
a:
w
I-
<(
~
I
~
a:
CO
-
a:
w
I-
<(
~
a:
<(
w
--.J
()
D
(j)
Z
o
I-
<(
>
W
--.J
W
~
Z
(:)
--.J
::>
CO
n
r---
, _,_=J
ALUMINUM PICKET
RAILING
STUCCO
FINISH
.........................
~1rc;R~W~.:.:...........
, ..
STUCCO
FINISH
SOLID
BREAK-AWAY
WALL
36" KNEE WALL
WITH SCREEN ABOVE
15 AUG, 2003
SCALE: 1/8"=1 '-0"
A
5
TOP OF ROOF
SLAB
~-
BASE FLOOD ~\
ELEVATION 11'-O"~1I'
MEAN SEA
LEVEL
TOP OF ROOF
SLAB
o
I
f...
~-~~-~~----------------------------------
BASE FLOOD ~ l
ELEVATION 11'-O"~
MEAN SEA
LEVEL
~
REVISIONS
# DATE
~
\ \ 0 0 q>
,,<\.In I\.p P P P P b.P ~ I.I~ ~ _ 3~'B::TRADE ~ i>E
~ ~~w~~w~ r~l\;\pv, \/\I\iV'J\JV'{\ I \/\J\i\wrlj1,/',/\1VVV\!I y
//"'>~2
~6
'\.P ~ \l..--"
~
~~~c~~~ V
~
I
/ \
..-
~ c~~~~c
" ,
FC~ ~
~
i 11
1m ___,
o
I
C\I
,.....
~tf1 ~=,
I
>--
'--
~ ,Ii, (,'!V'i L- m
o
I
C\I
,.....
m mmrnmr--
[-J~j .L~'~'~l n r. Ilnrn~=
IInl ...~ ... i - J _I mJmlllOOl
-
., ALUMINUM'
[D.. ~l?~ro I~ r I'"'" [! ~~V'
;:mr .... mnmmmm L~' rn IE! i JIl!!m I '~~nll
-
'"
"'UJ
UJ", '
u.. ...JUj w
~OO~IZ~
Qzwc(t-:I:t)
gQi:ffl~Q'"
:l1Jj~"'''':5~
~~ffi~~~~
~o~:5~~~
~~w~~~~
za>~:31:i~~
6~0..i!'zzO
~CJwooW?z
L.l..~(J)I-i=~..:(
Oa:~cnOa:a:
~~....~~~O
ffi~~~~~~
~~~5~~h1
'" 0>-00......
~:l~B1:iG
i!'~O>-"'UJ'"
"'UJ..J"'i!''''
UJo",zo i:
~~~Oli~O
(/') ot-toOo
5"'tJ;i~E~
0.. ~!z~~,~
~ ~8~~g?
I I>-u..5",
t- t-/IlOa..~
ffiTli
lillll il
T
o >-~
~ ~5
U)~>-~ECfJ
a:t;:i~ogffi
OUJ~>8"'1Jj
Zt:I(tl<a::~
5lG"'5<1l~~
ffi~t>i=5>-<
~~~(3~g~
~8G~~~~
>-U)~>-u~U)
~:l~~:::0~
i5~o",<IlO:>
<Il~go~~~
i1i"':l~5UJ~
a::::i-c:-aJIDO
>-zJ:5u..oW
~5~O-5a:
~~:i~t;~~
~~z~a~~
!z....6:'l:a::UJtJ
Wa:"""')...JCLj!:a:
~~a:~~ _0
-I-~<I-~u)
~~~ui~55
.2 II: t: en a.. -
~~j~~~~
(/')a:-<>-a:wZ
wWIzc:rO
Qa..U)<a..~U
~
~
+.1 =r=
-r-
-f-
~ '8: ~ ~
U U ""---- CONCRETE
BALLUSTERS
, m
' ,
r n, '~n
dl:
u U
~
I
o
I
~
LO 0
I
C\I
,.....
I
~
o
I
C\I
,.....
01..
I
',~ fT,:.T [' :-~_..:~~~
, Ii : I ! ·
~ I,I
- JUmI._1ImDB
<<::> 7:::: :::: ::::: '" , , ,,',',",'" , ,
':':':..,'..",',','-:-:"-: :::-::':':: ':':': -:-:'::::STAUC.tUftA(-:-:-:'::
/:: :?::,: \:'>m ::U .. : 7:::COLVM~$<:>/ ~
:,:7: :'C:-:' 0,:' :':'-:' : :'~:~-:':', : ' , , : ,. "'., '"
~
~11! .
"
~ ~ I, ~~~
=
==
'--
--
~
nr
I
I:<:} ,)
:::: y):::::
::::: :>:>: :::::
;
/
o
I
-'....-Q
,.....
::') ,)):>
: :::::<:<,y:
- - - - - ':::-
OPEN
------
\
L
/
SOLID /
BREAK-AWAY ~
WALL
o
I
~ 1/
\ / SOLID
'L-- BREAK-AWAY
WALLS
\
~ 36" KNEE WALL
WITH SCREEN ABOVE
-
,.....
,.....
NORTHEAST ELEVATION
""--- CD C\l
ON r--
MNM
<D '"
w'co
~l-CO
-<Da:
:)mw
c-- CJl_rn
. M ::::;;
, ;;; :)
O_z
:r: a:
..,. z
~ I ~ 0
~M;::
c.:: ....J M -0:
a:.Ja:
"",:x:u.t-
. W 'CJl
'~ ~"
; ~::::;; W
co -0: a::
Mt-
~
SCALE: 1/8"=1 '-0"
COLOR SCHEME:
ROOF TILE:
RED/ORANGE MCA CLAY TILE #B204 OR SIMILAR
MAIN BUILDING WALLS / COLUMNS:
GLIDDEN HAZELWOOD 30VY65/258 OR SIMILAR
GARAGE WALLS/ELEVATOR TOWERrrRIM:
GLIDDEN SOFT GOLD 30VY641331 OR SIMILAR
RAILlNGSIBALLUSTERS/FASCIAiWINDOW & DOOR
FRAMES,
GLIDDEN KITTY WHITE 30VY781035 OR SIMILAR
(SEE RENDERING FOR APPROXIMATE COLORS)
~
1 2 /'" '-........... ............... ~~
/~
~ ~ tV 0>
~ I 0 0 I I
C") I I \.,. ~'\I\\. ~ ~ ~ [J C ~1J11J1 V
\ ,..... to 36" BALLUSTRADE to r ~ g
..n~ -
'q ~ C ~ ~ ~ ~ V / \ ---------------
/ ~ 'II V 1'V\I\)IIVVV\llfV mr\VV\/VII V I) II II \I \ I
- ------ - - --
\ I
0 ~ Flr=c~ ~ ~ r r'~ -
I I ,
C\I I
I
,..... I' II:
~ -r- ill
.1 F \I I \ I ~ - E__1IRmIDmW ~mmmwl m rrm
~ ~, .
0 I 0 C-Ti 1 = ~
I m
C\I i
,..... I
Wi .. I' I
1 mmn_a I~ II mnnmmm om
I I ~
'i I' I:
' .
-r::::= CONCRETE ~
U U [ALUMINUM -
0 BALLUSTERS
I
~ ==- =~-' -~l ~ = ~
LO 0
I 1ft II ' I PICKET
C\I I RAILING
,..... I
Wi I
~ 1I,_n~1II DmmI, L D
L--
U U I---
0 r _.--------=----:-~ ~." = D
T 111 , !
I I . I
C\I I, I
-+- I '
,..... It , I
~ rn ~ "rnmmmnJWa - -
=~ rrnm
. bl I' , I ' . I" liil
I I
y; :::::::: :y <: :>: ............................ ::::: :: :< < :::: :::: ::::: :::: <i: :::::
........................... ::::: :::
............................ :u
...........................
....... . ..................
...........................
0 OPEN :) ), ?: ::- .'.' , '.., , 'Tf:iUcr".AAt""" , / ?' :::: :::) ::::: ::::: <:' :':'
I .. Pf:~:6dLu:tIis::>+ : :~ ..::
--' --0 -------- - - -- - ----- ----- :: ::::: ,': :: ::: ........................... :::: ::::::: :::: :.: / :::::: :> ::::
............................
,..... ........................... -:-:
\ / ............................
" I , .
0 ~ '\. 36" KNEE WALL ~
- I L SOLID SOLID ~
,..... 0 BREAK-AWAY BREAK-AWAY
,..... I WITH SCREEN ABOVE WALLS
"'" WALL
---' ....- -... ~------------------------
w <(
I- 0
Z a:
00
0. ~
a:
w
I-
<(
~
I
(!J
a:
CO
a:
w
I-
<(
~
a:
<(
w
..J
()
(/)
Z
o
I-
<(
>
W
..J
W
(!)
Z
o
..J
:J
CO
NORTHWEST ELEVATION
15 AUG, 2003
SCALE: 1/8"=1'-0"
A
6
SECTION 8, TOWNSHIP 29 SOUTH, It,ANGE 15 EAST, PINELLAS COUNTY, FLORIDA
CLEARWATER
HARBOR
LOT 32
LOT 31
rSPKN
corv.
~. .....
~~
..
2' CONC,
SEAW ALL
~ <4.' <'CO
'- 5d~Pf.t..qIVC, CfJ
1v6~/Gf.t~/ p..qlft;y
8~/f'\ <S'Ss'~ '0,1:', ~f,1,fflv"
~"J.f,. ~
,.,~ ~~ ,OS'(. '-
I t;, ~ ,1,f)............
D~/VC ~
"-
6
28,3'
.........
LOT 29
I
wI
~,
I
.--
N
.--
.
~
R-45.00' A-106.031(C)
CHD.-S3.15'(C)
~CB-N46. 07'05"E(C)
'-
q
N
V
'-
(/) <r-
oo N
U III
-.J
>- W "
a::/--.J
OOW
/-~~
(/) ~
N -.J
~
,....
a..
..,
.;t
,.....
\
~
-.J
(/)
I u
"1~1 8
~,
l.D 36,3' I
,.... ... 772'
~ CONC. WAlK b' "~~A. 0 .
~'J '1.4 c;
,':r.:~:;'.. /' __ _ \""'"'
-';:-...- '-y 12 0'
Ku, ~~'
~ GRASS
LOT 25
S;-s
WOOD
------Lj
G
~
~
~.
~G
~~
Q'~
~~
&t\
..\:: .0
tV'C'o
'!). r%"
~.
/, ,,-J d'
1/,,'"
')
~
(ft'
~
<I
.......
~
CI'IS5
CLEARWATER
HARBOR
GR...'.,SS
A_12t74'tP)
"
.~
(9
1,5' CONC,
SEAWALL
COtJC,
BOAT :"'IFT
\
CLEARWATER
HARBOR
WOOD
DOCK
BRIGHTW A TER POINTE
EAGL"E,_ CONSULTANTS9 INC.
ENe I NEERS . PLANNERS . SURVEYORS
8514 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 727-375-1101 FAX: 727-375-1116
LB 7240
205. 209 8c 214 BRIGHTWATER BOULEVARD
CLEARWATER. FLORIDA 33767
DATE:
No:
BY:
REVISIONS
---.r._-''-~_.__ .-.__._.-..................-_--
:::t=. ._...._
o
N
.
....
o
I
20
I
40
I
I
10
LEGAL DESCRIPTION:
A PORT I ON OF SECT I ON 8. TOWNSH I P 29 SOU"f-.. RANGE 15 EAST. PI NELLAS COUNTY.
FLORIDA. BEING MORE PARTICULARLY DESCRIHED AS FOLLOWS:
LOTS 27. 28 AND 29 OF HBAYSIDE SUBDIVISiON No. 2H. ACCORDING TO THE MAP OR
PLAT THEREOF. AS RECORDED IN PLAT BOOK i7. PAGES 32-33 OF THE PUBLIC RECORDS
OF PINELLAS COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAle LOT 29; THENCE N68037'05HE. ALONG
THE NORTHWESTERLY LINE OF SAID LOT 29. A DISTANCE OF 110.00 FEET TO A POINT ON
THE ARC OF A CIRCULAR CURVE CONCAVE TO T~E NORTHWEST. HAVING A RADIUS OF
155.00 FEET. THE AFORESAID DIRECTION BEJNG RADIAL; THENCE ALONG TItE Anc or SAID
CURVE TO THE RIGHT, AN ARC DISTANCE OF j65.21 FEET. A CHORD BEARING S46007'05HW,
A CHORD DISTANCE OF 286.40 FEET TO A PO]~T ON A RADIAL LINE. SAID LINE ALSO BEING
THE WEST LINE OF SAID LOT 27; THENCE N23037'05uE, 110.00 FEET TO A POINT ON AN
AN ARC OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST. HAVING A RADIUS OF
45.00 FEET; THENCE ALONG THE ARC OF SAID CURVE TO THE LEFT. AN ARC DISTANCE
OF 106.03 FEET. A CHORD BEARING N46007'O~HE. A CHORD DISTANCE OF 83.15 FEET TO
THE POINT OF BEGINNING.
CONTAINING 0.595 ACRES MORE OR LESS.
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BRIGHTWATER BOULEVARD.
ACCORDING TO THE MAP OR PLAT THEREOF. HAVING A BEARING OF NORTH 66022'55H WEST.
2. ELEVATIDNS SHOWN HEREON ARE BASED ON ~J,G,V.D. DATUM OF 1929 MEAN SEA LEVEL = 0.00.
3. BENCHAMARK - PINELLAS COUNTY BENCHMAR~~ MAP No. 155, BRASS DISK IN CONCRETE MEDIAN.
EAST OF GULFVIEW BOULEVARD. STAMPED LP-15 (USCE 1968). ELEVATION - 4.981.
4. THE SURVEY SHOWN HEREON IS BASED ON THE TITLE COMMITMENT No: CM-1-1495-111. DATED:
APRIL 24. 2002 @ 8:00 A.M. AND WAS S~PPLIED TO OUR FIRM BY STEPHEN G. WATTS. P.A..
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
5. UNDERGROUND IMPROVEMENTS. IF ANY. NOT LOCATED.
6. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No,: 125096 0007 D
FLOOD ZONE: ZONE AE (EL. 1'1 )
REVISED MAP DATE: AUGUST 19. 1991
LEGEND:
C.B.S.
CONC.
AIC
SCIR
SPKND
FCM
FIR
FCIR
CB
ORB
LB
ID
PG
PB
( P )
( M )
( F )
( R )
( C )
R
A
CHD.
FND
EL.
4.1~
~ = DENOTES GROUND ELEVATIONS
L.F.F.EL.= LOWEST FINISH FLOOR ELEVATION
,\.k 16"
~' = DENOTES PALM TREE & TREE SIZE
1r = DENOTES LIGHT POLE
~ = DENOTES WOOD POWER POLE
OHW = DENOTES OVERHEAD WIRES
~ = CENTERLINE
= CONCRETE BLOCK STUCCO
= CONCRETE
= AIR CONDITIONER
= SET CAPPED IRON ROD LB 7240
= SET PARKER KALON NAIL & DISK
= FOUND CONCRETE MONUMENT
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= CHORD BEARING
= OFFICIAL RECORDS BOOK
= LICENSED BUSINESS
= IDENTIFICATION
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIELD
= RADIAL
= CALCULATED
= RADIUS
= ARC DISTANCE
= CHORD D[STANCE
= FOUND
= ELEVATION
BOUNDAR
SUR VEY'
..
BUILDING SETBACKS:
FONT SETBACKS: 10 FEET
REAR SETBACKS: 20 FEET
SIDE SETBACKS: 5 FEET
ZONED: CR-28
fr';'i P , .-~-WT
' I
, ~ ~I:
I j ~ I \
....- . . ----...
I :
I
I , : I
I ,
l~ \ I
..~.._.... -.-"- .. ,,'-, -., : I
' ~i_, \ I. '.... ~'~. . :-...1 ~~, \.'..)
.l!fOiu::Af,',\:,.,iL;; ,
SCALE: . FIELD BOOK:
; 1".20' 99107
,.Y LA~ATE OF FIE~D WORKs WARCH 13. 2003 DRAWN BY: PAGES:
(,~~~/' SAK 56-61
03120103 CHECKED BY:
B'UCE A. KLEIN. S~~052 XXX
FLORIDA REGISTERED SURVEYOR
NOT VALID IllltOUT THE SlGHAT\JRE AND ORIGINAL RAISED SEAL JOB No.: SHEET No.:
(F A FLORIDA LICENSED SURVEYOR AND MAPPER 030059.2 1 OF 1
;':;
c'ri
C\J
C\J
C>
C>
C\J
r>i'
C>
0.
Q)
Ul
C
01
U
m
OJ
ll,
C>
C>
('>")
C>
...-
;,;