311 DREW STKEYNOTES:
2 MATCH EXISTING SIDEWALK GRADES
3 RELOCATED CONSTRUCTION FENCE BY OTHERS.
4 EXISTING CONSTRUCTION FENCING TO BE REMOVED & RELOCATED BY
OTHERS.
5 BOLLARD, TYP. REFER TO DWG. Al.
�c�
6 LOAM & SOD ALL DISTURBED AREAS ....,, .,- ��=- r�....•�•..--- ���_____ -- ._.._.: ___..- *"- _ _�, ___, _ ...
7 4' GONG. SIDEWALK, SEE DETAIL —--._..-----_...---------------------- CATY
ORN ANTENNA, SEE E -8 — ~— -- --- --- - -- -1- - --
3
DREW ST- 'Or
BACK IF .9DEWALK
N 132,962.90,
E 39745959
M
UCT 7��
6'0
1 6 G _
+ C.B°°"" •�,
UP EL -802 15` OAK y'r[ • it h
T 6 (DIF B R_J
—
r 'NV. INACCESSIBLE 7" (DI A1Eti— N'
ELECTR +CAL VAULT }'
ON CONC. PAD 1:4-
WORK LIMITS i 7" T6'- RJ
(01) WATER
NCH ON 9 PALM
AY
W4 S /
�9'SB' PALM !
l CONNECT 70
' EXISTING CONNECT TO
LASTING 1033 LF 18' (a) WATER , sZj I
I
A r
2OLF 18'- JRJ�— 1423 LF IS" (DQ WATER-- 16' - 225 RJ _(DI WA 'RA.SS - - -_ —HM SIB e t ( IAT` V TYP, OF 4 PVC F00 (18' - 22.56 O p /
� HORIZ. BEND A % 16LF )6" RJ
(TYP. OF 2) K UMITS BENCH uw.�Ma 11 / /Z, �� (D)I WA
SILT I .
(PROVIDE FENCE C
AROUND WORK UMITS) I 6r
,SIN '�ZI
j\_ yu�GK �.\ .m OrN I yclii
PUMP
STRAW BALES
hi
�t
A I
I
I
CRASS
5TCR M
M
i
1, r O
I ; z
N 1322013.3410, E 397623.8082
STORM SEWER MANHOLE'
N 1J22013.Ja. E 397623
?OP LL - 29.65'
21' RCP N INV EL 23.40' ^�\
19`x30' RCP SE (NY EL . 23.45'1 \
rE_EPHONE \
CA -- -
- INSTALL LINE STOP,
CUT & CAP EXISTING
16`WM UPON
COMPLETION OF
CONSTRUCTION
42.0'
CONNECT TO EXIST.
18`WM W/TAPPING
SLEEVE & VALVE
a-
20'RCW
N 1321987.73
E 397539.19
4
N 1321930.77
V E 39- �75J5�_Y
E TREE PROTECTION
OR ALL TREES
WORK LIMITS)
NV
Le-3OSD
7
-- IOW fi;\ —' W -- V.� � ✓v /'Ij.
1
ELE�
VAULT IJj,
C! Eg ?KIC MAM E
7O EL 29, / '
BOTTCM EL - 18 85'
0wI
0
0
SAIe TA.RY ;EWER M4il,OLE
SCALE
N 1322070.5. E 397650.2'7
1
TOP EL - 29.24'
CONCRET
10` PVC S INV EL - 26.58'
DRAWN
DIN
ELLPHONE MANH6.F
p etic %x3011
CC'Nr
TOP EL - 29.78'
AS SHOWN
:+ 7E+.'tL
BOTTOM EL - 18.93'
p
1 1 /4G
NATURAL GROUND OR
FINISHED GRADE PER
Sheet
TELEPHONE
<
BO%
—� 6W —
MAX. 2' +PIPE O.D.
2
PIN. CO. 'RAF, CCN+ROL
� PLANS
PLANS
MANHOLE TOP EL - 29.27'
4
BCT [CM EL = 11.89'
Z
REyJp,
— BG
-�
9GN 5SIGII IAE cR
A BOX
4M METER
1321592.19 d NOTE:
397509.72
59.0' LIBRARY UNDER
CONSTRUCTION
EXIST. CONST. FENCE
BEFORE BEING COM-
PACTED TO A DENSITY
\ OF NOT LESS THAN
100% ( AASHTO T99)
TRENCH eonom TO SHALL BE HAND / \ /tip THEAPIPE NOTE 2)
EXCAVATED TO \�� `��\ /�\
CLEAR PIPE BE UNDISTURBED SOIL
NOTES:
1. 6 —INCH LAYERS AT 100% MAX. DENSITY PER AASHTO T99 UNDER PAVEMENT, OR
MAX. 12 —INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND.
2. CLASS 1, 11 OR III SOILS
3. CLASS I OR II SOILS (NOT A COMBINATION)
DUCTILE IRON PIPE TRENCH DETAIL
NOT TO SCALE
SODDING LIMITS
0 -12 FEET DEPTH MAXIMUM
12 FEET DEPTH & OVER 6 FEET EACH SIDE OF CENTERUNE OF PIPE
SCALE
POND
1
t
i
SITE LAYOUT PLAN
DRAWN
DIN
HORIZONTAL:
p etic %x3011
DESIGNED
MAC
AS SHOWN
-'
��� WIDTH
MIN. = + PIPE O.D.
VERTICAL'
NATURAL GROUND OR
FINISHED GRADE PER
Sheet
floe
NA
MAX. 2' +PIPE O.D.
2
STATUS
� PLANS
PLANS
ADDED EROSION CON
4
1
ADDED DOSIIN9 U-
REyJp,
Be!.. 0f Straw
Z
T
Stoked Down
r\
NOTE 1
INITIAL BACKFILL LAYERS
pdoir row 01 boles of .9h t0 be Placed
Prhr to the start of rough yraSmq.
SHALL NOT EXCEED 6'
OF LOOSE THICKNESS
PLAN VIEW
BEFORE BEING COM-
PACTED TO A DENSITY
\ OF NOT LESS THAN
100% ( AASHTO T99)
TRENCH eonom TO SHALL BE HAND / \ /tip THEAPIPE NOTE 2)
EXCAVATED TO \�� `��\ /�\
CLEAR PIPE BE UNDISTURBED SOIL
NOTES:
1. 6 —INCH LAYERS AT 100% MAX. DENSITY PER AASHTO T99 UNDER PAVEMENT, OR
MAX. 12 —INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND.
2. CLASS 1, 11 OR III SOILS
3. CLASS I OR II SOILS (NOT A COMBINATION)
DUCTILE IRON PIPE TRENCH DETAIL
NOT TO SCALE
SODDING LIMITS
0 -12 FEET DEPTH MAXIMUM
12 FEET DEPTH & OVER 6 FEET EACH SIDE OF CENTERUNE OF PIPE
PR Q � 2003 `_J
311 DREW ST
BCP2002 -10587
2000 RCW IMPROVE #2 CHLORINE
2868
Zoning: D
required for durability
ANCHORING BALES
TEMPORARY EROSION CONTROL
SEDIMENT BARRIER
NOT TO SCALE
NF M&Cmm
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442 -7196, Fax: (727)461 -3827
AA0002667 EBDW6694
www.mckirncreed.Com
PNP �
t,
""VG
NO "IES:
1. DURING THE CONSTRUCTION OF DRAINAGE AND OTHER STRUCTURES
REWIRING EXCAVATION, THE CONTRACTOR SHALL PLACE STRAW BARRIERS
AROUND SUCH STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF
SEDIMENT TO POINTS OUTSIDE THE CONSTRUCTION AREA. DIE STRAW
BARRIERS SHALL BE PLACED IN ACCORDANCE WITH THE ATTACHED DETAILS.
2. THE CONTRACTOR SHALL PROVIDE SILT BARRIERS AS DIRECTED BY DIE
ENGINEER TO CONTROL EROSION AND SEDIMENTATION FROM TAKING PLACE
OUTSIDE THE LIMITS OF THE PROJECT. THE SILT BARRIERS SHALL BE
PLACED IN ACCORDANCE WITH THE ATTACHED DETAILS, OR AS DIRECTED BY
THE ENGINEER.
CITY OF CLEARWATER I
8" SCH 40 PIPE
GRIND SMOOTH
ALL ROUGH 00
AREAS AND EDGES NORTH
PAINT, COLOR TO MATCH
METAL GUARD RAILING
I GRADE ORNSU FDACE TOP OF
MATEL
0.40 Y03 CONC. MIN
(2500 psi)
DIA
BOLLARD DETAIL
NOT TO SCALE
SAWCUT OR SCORE 3116 "W x 1 1 /2'D 1/2" EXPANSION JOINT
CONTROL JOINT (MAX. 30' INTERVALS) -
F1 1/2" CLR. / -64, #10 /,y10 W.W.F. JOINT FILLER --.
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTION ACTIVES TO
PROTECT TREES AND NATURAL AREAS TO BE RETAINED ON A SITE.
PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO BE RETAINED WITHIN AN AREA
WHERE LAND ALTERATIONS AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG
NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERA7ION OR
CONSTRUCTION ACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN IN PLACE UNTIL THE LAND
ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF
GRADE FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR 'WITHIN THE
BARRICADED AREA. THE FOLLOWING REPRESENTS THE COUNTY'S MINIMUM PROTECTION
BARRIER SPECIFICATIONS:
TREES— TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPLINE OF A TREE. A PHYSICAL
STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OR OTHER SUITABLE
MATERIAL, IS PLACED AROUND THE TREE AT THE DRIPUNE, EXCEPT WHERE LAND ALTERATION
OR CONSTRUCTION ACTIVITIES ARE APPROVED WITHIN THE DRIPUNE.
THE DRIPUNE OF A TREE IS THE IMAGINARY, VERTICAL UNE THAT EXTENDS DOWNWARD FROM
THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND. SEE FIGURE A.
BARRIER SPECIFICATIONS FOR TREES:
FOUR CCRNER UPRIGHT STAKES OF NO LESS THAN 2" X 2' LUMBER CONNECTED BY
HORIZONTAL MEMBERS OF NO LESS THAN 1' X 4" LUMBER; OR UPRIGHT STAKES SPACED AT
5' INTERVALS OF NO LESS THAN 2" X 2' LUMBER CONNECTED BY SILT SCREEN FABRIC OR
MATERIAL OF COMPARABLE DURABILITY. SEE FIGURE B.
( A4,
Sa
4 Y: 0 d tl
FIGURE A MRE 9
TREE PROTECTION DETAILS
NOT TO SCALE
2000 RECLAIMED WATER
SYSTEM IMPROVEMENTS
CONTRACT No. 2
CONTROL VALVE /CHLORINATION BUILDING
SITE LAYOUT, PIPING, & GRADING PLAN
2"x2' WOOD POSTS
SILT FENCE OR MATERIAL OF
COMPARABLE DURABILITY
DATE MARCH 16, 2001
SCALE
K� nM wuu9FA
MCE PROD.
/ 0092 -0069
DRAWN
DIN
HORIZONTAL:
p etic %x3011
DESIGNED
MAC
AS SHOWN
CHECKED
MAC
VERTICAL'
C2
PROD. NOR.
MAC
NA
STATUS
2
ADDED EROSION CON
4
1
ADDED DOSIIN9 U-
REyJp,
PR Q � 2003 `_J
311 DREW ST
BCP2002 -10587
2000 RCW IMPROVE #2 CHLORINE
2868
Zoning: D
required for durability
ANCHORING BALES
TEMPORARY EROSION CONTROL
SEDIMENT BARRIER
NOT TO SCALE
NF M&Cmm
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442 -7196, Fax: (727)461 -3827
AA0002667 EBDW6694
www.mckirncreed.Com
PNP �
t,
""VG
NO "IES:
1. DURING THE CONSTRUCTION OF DRAINAGE AND OTHER STRUCTURES
REWIRING EXCAVATION, THE CONTRACTOR SHALL PLACE STRAW BARRIERS
AROUND SUCH STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF
SEDIMENT TO POINTS OUTSIDE THE CONSTRUCTION AREA. DIE STRAW
BARRIERS SHALL BE PLACED IN ACCORDANCE WITH THE ATTACHED DETAILS.
2. THE CONTRACTOR SHALL PROVIDE SILT BARRIERS AS DIRECTED BY DIE
ENGINEER TO CONTROL EROSION AND SEDIMENTATION FROM TAKING PLACE
OUTSIDE THE LIMITS OF THE PROJECT. THE SILT BARRIERS SHALL BE
PLACED IN ACCORDANCE WITH THE ATTACHED DETAILS, OR AS DIRECTED BY
THE ENGINEER.
CITY OF CLEARWATER I
8" SCH 40 PIPE
GRIND SMOOTH
ALL ROUGH 00
AREAS AND EDGES NORTH
PAINT, COLOR TO MATCH
METAL GUARD RAILING
I GRADE ORNSU FDACE TOP OF
MATEL
0.40 Y03 CONC. MIN
(2500 psi)
DIA
BOLLARD DETAIL
NOT TO SCALE
SAWCUT OR SCORE 3116 "W x 1 1 /2'D 1/2" EXPANSION JOINT
CONTROL JOINT (MAX. 30' INTERVALS) -
F1 1/2" CLR. / -64, #10 /,y10 W.W.F. JOINT FILLER --.
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTION ACTIVES TO
PROTECT TREES AND NATURAL AREAS TO BE RETAINED ON A SITE.
PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO BE RETAINED WITHIN AN AREA
WHERE LAND ALTERATIONS AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG
NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERA7ION OR
CONSTRUCTION ACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN IN PLACE UNTIL THE LAND
ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF
GRADE FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR 'WITHIN THE
BARRICADED AREA. THE FOLLOWING REPRESENTS THE COUNTY'S MINIMUM PROTECTION
BARRIER SPECIFICATIONS:
TREES— TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPLINE OF A TREE. A PHYSICAL
STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OR OTHER SUITABLE
MATERIAL, IS PLACED AROUND THE TREE AT THE DRIPUNE, EXCEPT WHERE LAND ALTERATION
OR CONSTRUCTION ACTIVITIES ARE APPROVED WITHIN THE DRIPUNE.
THE DRIPUNE OF A TREE IS THE IMAGINARY, VERTICAL UNE THAT EXTENDS DOWNWARD FROM
THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND. SEE FIGURE A.
BARRIER SPECIFICATIONS FOR TREES:
FOUR CCRNER UPRIGHT STAKES OF NO LESS THAN 2" X 2' LUMBER CONNECTED BY
HORIZONTAL MEMBERS OF NO LESS THAN 1' X 4" LUMBER; OR UPRIGHT STAKES SPACED AT
5' INTERVALS OF NO LESS THAN 2" X 2' LUMBER CONNECTED BY SILT SCREEN FABRIC OR
MATERIAL OF COMPARABLE DURABILITY. SEE FIGURE B.
( A4,
Sa
4 Y: 0 d tl
FIGURE A MRE 9
TREE PROTECTION DETAILS
NOT TO SCALE
2000 RECLAIMED WATER
SYSTEM IMPROVEMENTS
CONTRACT No. 2
CONTROL VALVE /CHLORINATION BUILDING
SITE LAYOUT, PIPING, & GRADING PLAN
2"x2' WOOD POSTS
SILT FENCE OR MATERIAL OF
COMPARABLE DURABILITY
DATE MARCH 16, 2001
SCALE
K� nM wuu9FA
MCE PROD.
/ 0092 -0069
DRAWN
DIN
HORIZONTAL:
p etic %x3011
DESIGNED
MAC
AS SHOWN
CHECKED
MAC
VERTICAL'
C2
PROD. NOR.
MAC
NA
STATUS
ISSUE
FOR BID
SPREAD
DREW ST.
a
�
,
A USSELIA EQU.ISETIFORMIS. RH-APHIOLEPSIS .INDICA -�<
FIRFCRA(�KFP PI ANT. '36 "O.C: INDIAN HAWTHORN
- --- -- - -- � : •; �" + + + • � f rrr : , . • : • • . : - _ - . :. - -.T- . •. - �-- --�- -. . =-- _ . � U G r
+
kie'- + + + + + + + / I
+ + + ++ /rf/ /f rrrr r
- � ..; ; ; •
+ + + + • • - /// /// /// //r /// rrr rrr r/� /r� rrr ,,;, � /rr . • . . • • ... . . • .. • • .. • • •
r r /
' y TRAGHELOSPERM -UM JASM(NOIDES • ,
` CONC. WALK CONFEDERATE JASMINE .
3 GAL, - 36 "O.C.
•ZAMIA FLOR1DANA
U COONTIE,' 3 GAL, 36 "O.C.
ZAMIA. FLORIDANA. .
COON 3
TIE GAL, NEW CONTROL
T
36 >" O:C. VALVE /CHLORINATION
i BUILDING
STENOTAP -HRUM '-FLORATAM' '
FLORATAM -ST.. -AUGUSTINE. • .
SOD GRASS
PHILODENDRON X '-XANADU' .
XANADU• PHILODENDRON; 3 G'AL, r
36 "O.. C rrr rrr /rrr
' • • . . • . . • • . • . • -rrr /rr rrr rrr _ • .
. rrr rrr rrr rrr Z AM A ' FLORI D AN,A' .
/r ++++++++++ +`a r / r r / / r r r COONTIE; •3 GAL, '36 "O. C.
' '. .• •. .' •. .' rrrrrrr rr +rrrrrrrrr/rrrrrrr - •
rrr rrrr rrr ++ . .
r r r r r + + + ++ / / / /rr
rrr rr/ rr/ rrr rr + + ++ + ++ // // // rr rr rr ri
r rr /r rr /r + + + + + ++ r /// /// ///
+ ++ / / / / / / /// - •. •. •. •.
+
• • ' ' • • • ' ' • . • _' .. rrr /rr /i /rri r rr rr /i +
rrrr r/� rr! / . ' • • • : .' • • ; • . : :.. : •' • � ,
RHAPHIOLEPSiS INDICA
.\ i_IRIOPE MUSCARI
INDIAN HA EVERGR_EN GIAN T, ,1 GAL,.
3'GAL,' 36 "OC. i
f
.24.O.C. /
\ : : RUSSELIA EQUISETIFORMLS
- FIRECRACKER -PLANT,: 36 "O.C..
STENOTAPHRUM' ' FLORATAM' y /
FLORATAM -ST. AUGUSTINE %
SOD GRASS WORK .LIMITS i
LEGEND:
qmzx
'Vo
EXISTING TREES
TO REMAIN
PROPOSED
PALM TREE
BOTANICAL NAME
PLANT TYPE
COMMON NAME
1 - LANDSCAPE PLAN
1'= 10' -0"
PROPOSED SHRUB BED WTH, "BLACK DIAMOND"
MED. DENSITY POLYETHYLENE LANDSCAPING EDGE
ell AS MANIFACTURED r/ (800.323.9369) OR B APPROVED EQUAL INDUSTRIES
PROVIDE IDE
IRRIGATION FOR LANDSCAPE BEDS.
PROPOSED LOAM & SOD AREA (INCLUDING ALL
DISTURBED AREAS NOT SHOWN) PROVIDE
IRRIGATION FOR SODDED AREAS SHOWN.
CONCRETE PAVEMENT
a o
NOTES:
i'
i
1. PLANTING BEDS TO RECEIVE WEED BARRIER FABRIC.
2. REPAIR ALL DISTURBED SOD FROM UTILITY TRENCHING OPERATIONS.
3. LIMIT OF SOD SHOULD MATCH AREAS TO BE DISTURBED BY PROPOSED
CONSTRUCTION.
4. FURNISH & INSTALL IRRIGATION SYSTEM TO COVER ALL NEW TURF AND
LANDSCAPE BEDS, WITHIN WORK LIMITS LINE. COORDINATE SYSTEM WITH
EXIST. PARK IRRIGATION SYSTEM.
SEAL
SEALI
a
it, II.
�EED
]M4&CT
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442 -7196, Fax: (727)461 -3827
AA0002667 E80006691
www.mckimcreed.com
►v
n
x
1 _ 1
N
0
0
CITY 1 OF CLEARWATER
=101111
2"X2 "X4' CROSS MEMBER
ROOTBALL
r��lt
TILLED AND LOOSENED �--'
NATIVE SOIL BACKFILL
2 "X2 "X4' STAKE
2"X2"X4'
2"X2 "0' CROSS MEMBER
MULCH 3" FROM TRUNK
/ MULCH 3" DEPTH
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
FERTILIZER TABLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BETWEEN
4 MIDDLE AND BOTTOM
- OF ROOT MASS.
UNDISTURBED SOIL
2 -2 "X4" STAKE W/
LONG TAPER MIN. 18"
INTO UNDISTURBED
SOIL
3 TO 5 TIMES THE WIDTH
OF THE ROOTBALL
CROSS MEMBER
ROOTBALL
D AND LOOSENED
IE SOIL BACKFILL
"X
2 -2.5 "DRYWALL SCREWS -� L2"X4' STAKE
TREE PLANTING DETAIL
NOT TO SCALE
NOTES:
1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED.
2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS.
3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK.
4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL.
5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL.
6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE.
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUTION
OF ROOTS AND TO PROMOTE
NATURAL GROWTH
REMOVE BURLAP FROM
TOP 1/3 OF ROOT BALL 2" PINE
STRAW MULCH
FINISHED GRADE
/-SAUCER
TOPSOIL MIXTURE W/,
1/3 COMPOSTED
SHRUB PLANTING DETAIL
NOT TO SCALE
!:A
A UG A ?0[)3
DEVELCr-Nil
2000 RECLAIMED WATER
SYSTEM IMPROVEMENTS
CONTRACT No. 2
CONTROL VALVE /CHLORINATION BUILDING
DATE:
MARCH 16, 2001
MCE PROJ.
# 0092 -0069
DRAWN
DKM
DESIGNED
MAC
CHECKED
MAC
PROJ. MGR.
MAC
LANDSCAPE PLAN 311 DREW ST
BCP2002 -10587
2000 RCW IMPROVE #2 CHLORINE
Zoning: D atlas# 2868
or SCALE
M&C FILE NUMBER
HORIZONTAL:
DRAWING NUMBER
AS SHOWN
VERTICAL:
L 1
NA
REVISION
FOR BID
1�1SI�D (UNP,� or i'1'O �?;('' a ��i; F i� ! t�: DREW ST.
REQUIRE]) �� "1.PY? II`2C L S 1
€EiE4' abut r" N-D
s a 7�= x� <a�E•nt.
- -- -- t
- - -- --
RUSSELIA EbU.ISETIF`ORMIS. RHAPHIOLEPSIS INDICA
FIRECRACKER. PLANT, :36','O. C: INDIAN HAWTHORN .
3 'GAL, '36 "O.C. WASHIN -GTON AOBU -STA
WASHINGTON PALM '(3) '
------- .. • � + . � rrr tr • • . : -' :: -- - • :. ----- , - . . — • • U G
' + + ++ + .
+ ++ r
+ + + �l trrrlrir
.. n + + + ++
-- — ', ,
' .TRAGHELOSPERM -UM JASMINOIDES -
CO'NC. WALK CONF£DEPAT� JASMINE .
.3 GAL,' 36 "O. C. '
',','
;,�• -•'ZAMIA•FLORiDANA• .
- ... ; + CCIONTIE,' 3 GAL, 36 "O.C. .
ZAMIA. FLORIDANA.
COONTFE, 3 GAL, 36 "O.C. NEW CONTROL
. • .. VALVE /CHLORINATION
BUILDING
_ STENOTAPi RUM '-FLORATAM' - . ' C,
FLORATAM -ST.. -AUGUSTINE.
-SOD GRASS i
i
PHI LOflENURQ1,+- X''-XANADU' . / /r
XANADU• PHILODENDRON; 3. GAL,
36 "Q. C.
Z AM I A ' FLOR I D ARA. , . .
. rr rff rrr rf t /ff / + + + + + + + + + ++ t llrr� r /tl /r.rt rr/ t COON TIE; .3 GAL, 36 0. C:
+ + +` + + + + + +. r rtr trr /rr trr /rr //r /rr /i ' ' ' - . • . • • ' • ' • ',
rrr r /rr rrr lrr + + ++ + + + ++ r trr rrr /rr //r /rr r/r tr • • : • : , . ' :. . - :. . ' :. .. • . � !,.
r rir lrr /rr rrr + + + + + +,+ rr rrr //r trr rrr rrr rr / y
rrr / + + . l/r l/r rrr rrr lr l
rrr rrr rrr r/ + t tr rr/ rrr r
• - - RHAPHIOL�PSiS INDICA trl/rrl err /rr lr �l� rrllr l,r , - ' - ' •. -' . - %;
i
\ . / / / t / / LIRIOPE MUSCARI' `L
\ INDEA HAWTHORN / /
EVERGRFEN GIANT, .1 GAL,.
\. • 3' GAL,' 36 "0•.C• . .. 24 "O.C. L
RUSSELIA EQUISETIFORMLS
•FIRECRACKER - PLANT,' 36 "O C.
\ STENOTAPHRUM' 'FLORATAM'
'FLORATAM 'ST. AUGUSTINE % `4�,
(, i �� SOD• GRASS. -WORK .LIMITS
cif
LEGEND:
49 1W ss C
1 - LANDSCAPE PLAN
V= 10' -0"
PROPOSED SHRUB BED WITH, "BLACK DIAMOND"
MED. DENSITY POLYETHYLENE LANDSCAPING EDGE
EXISTING TREES r trr rrr rrr AS MANIFACTURED BY JALLEY VIEW INDUSTRIES
TO REMAIN rr l/ /t l (800.323.9369) OR APPROVED EQUAL. PROVIDE
IRRIGATION FOR LANDSCAPE BEDS.
PROPOSED
PALM TREE
BOTANICAL NAME
PLANT TYPE
COMMON NAME
'
MARCH 16, 2001
PROPOSED
LOAM & SOD AREA
(INCLUDING ALL
DKM
DESIGNED
DISTURBED
AREAS NOT SHOWN)
PROVIDE
PROJ. MGR.
MAC
IRRIGATION
FOR SODDED AREAS
SHOWN.
0 a C
a d
CONCRETE PAVEMENT
NOTES:
1. PLANTING BEDS TO RECEIVE WEED BARRIER FABRIC.
2. REPAIR ALL DISTURBED SOD FROM UTILITY TRENCHING OPERATIONS.
3. LIMIT OF SOD SHOULD MATCH AREAS TO BE DISTURBED BY PROPOSED
CONSTRUCTION.
4. FURNISH & INSTALL IRRIGATION SYSTEM TO COVER ALL NEW TURF AND
LANDSCAPE BEDS, WITHIN WORK LIMITS LINE. COORDINATE SYSTEM WITH
EXIST. PARK IRRIGATION SYSTEM.
SEAL
SEAL
a
46
N4CKIM&CT1jTED
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442 -7196, Fax: (727)461 -3827
AA0002667 E80006691
www.mckimcreed.com
r�
')e rroicrlc inSiaPed
:,er al Iz: o; d i,?,i:i prior to C 0 ln= pectiou,
Jeiir,,�,Ocction fc-es are rnandatery.
LANDSCAPE PLAN
APPROVED AS NOTED
Dat a�
_A-
_ -
- — -- –. 'K41'rFxr� :i►�"iw�a�3'�1H�'Lil' 'Yfifii7,FYYit� a:"i:i'�jrm Xf�TT. -1Y IMi1C
HEIGHT
2"X2"X4' CROSS MEMBER
ROOTBALL
X11
TILLED AND LOOSENED j
i
NATIVE SOIL BACKFILL
2 "X2 "X4' STAKE
2"X2"X4' `
2"X2 "X4' CROSS MEMBER
2 -2.5 "DRYWALL S(
SPREAD
a
a
a
.tea•
Rim
3 TO 5 TIMES THE WIDTH
OF THE ROOTBALL
MULCH 3' FROM TRUNK
MULCH 3' DEPTH
TILLED LOOSENED
NATIVE SOIL BACKID
LL
FERTILIZER TABLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BETWEEN
MIDDLE AND BOTTOM
'r OF ROOT MASS.
UNDISTURBED SOIL
2 -2 0X4" STAKE W/
LONG TAPER MIN. 18"
INTO UNDISTURBED
SOIL
TREE PLANTING DETAIL
NOT TO SCALE
CROSS MEMBER
ROOTBALL
:D AND LOOSENED
IE SOIL BACKFILL
?"X2"X4' STAKE
NOTES:
1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED.
2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS.
3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK.
4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL.
5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL.
6. TOP OF ROOTBALL TO BE SET 2' BELOW FINISH SURROUNDING FINISH GRADE.
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUTION
OF ROOTS AND TO PROMOTE
NATURAL GROWTH
REMOVE BURLAP FROM
TOP 1/3 OF ROOT BALL 2" PINE
STRAW MULCH
FINISHED GRADE
SAUCER
TOPSOIL MIXTURE W/
1/3 COMPOSTED
SHRUB PLANTING DETAi D
NOT TO SCALE
2000 RECLAIMED WATER
SYSTEM IMPROVEMENTS
t"ON TR ACT No. 2
CONTROL VALVE /CHLORINATION BUILDING
1R
�t 1
1 I!
AUK � � �0 113 {j�
DEVCL OI'VE� T 6,
�r
DATE:
MARCH 16, 2001
MCE PROJ.
# 0092 -0069
DRAWN
DKM
DESIGNED
MAC
CHECKED
MAC
PROJ. MGR.
MAC
SCALE
HORIZONTAL:
AS SHOWN
VERTICAL:
NA
M&C FILE NUMBER
ONG NUMBER
L1
LANDSCAPE PLAT - 311 DREW ST
BCP2002 -10587
2000 RCW IMPROVE #2 CHLORIN
Zoning: D atlas# 286B
jQ6 Q C�5 -
MARSHA
HIGH SE
RCW TR)
LOCATI(
Z�4ft
POTABLE'
CONTROL
CHLORINA
LOCATION
mi
PUMPING STATION IMPROVEMENTS
PROJECT LOCATION MAP
=I m
CLEARIWA I ER FLORIDA.
,006Nh&,
0 000
SCALE FEET
I�
1�
11
1
ni
INDEX OF DRAWINGS
OF TyFSHEET DRAWING TITLE
�j NUMBER
�j G1 COVER
G2 GENERAL NOTES, LEGEND AND ABBREVIATIONS
C1 SHEET LAYOUT PLAN
C2 CONTROL VALVE /CHLORINATION BUILDING SITE LAYOUT, PIPING &GRADING PLAN
ISSUE FOR BID
AUGUST 22, 2002
Al
FLOOR & ROOF PLANS
A2
EXTERIOR ELEVATIONS
A3
SECTIONS & DETAILS
ca
00
N
S1
HIGH SERVICE PUMP STATION STRUCTURAL SECTIONS AND DETAILS
z M
S2
RECLAIMED WATER TRANSFER PUMP STATION PARTIAL PLANS AND SECTIONS
o
S3
FOUNDATION & ROOF FRAMING PLANS
0
S4
BUILDING SECTIONS
o
S5
STRUCTURAL NOTES
w
T7 o'
M1
HIGH SERVICE PUMP STATION PLAN, SECTION AND DETAIL
LU NO
M2
RECLAIMED WATER TRANSFER PUMP STATION GENERAL PLAN AND DETAILS
® N o
M3
RECLAIMED WATER TRANSFER PUMP STATION DEMOLITION PLANS AND SECTIONS
�" w o=
M4
RECLAIMED WATER TRANSFER PUMP STATION MODIFICATION PLANS AND SECTIONS
M LEI 0 N N
M5
CONTROL VALVE /CHLORINATION BUILDING FLOOR PLAN, SECTION AND DETAILS
M6
RECLAIMED WATER TRANSFER P.S. SULFUR DIOXIDE SCHEMATIC PLAN, SECTION AND
DETAIL
H1
HVAC SYMBOLS, ABBREVIATIONS SCHEDULES
H2
HVAC PLAN
E1
ELECTRICAL SYMBOLS
Q
E2
ELECTRICAL SITE PLAN
N
E3
ELECTRICAL RISER DIAGRAM
2v)
E4
ELECTRICAL RISER DIAGRAM
E5
ELEMENTARY DIAGRAMS
coo Z
E6
ELECTRICAL PLAN
®g °
E7
ELECTRICAL PLAN
CL
E8
ELECTRICAL SITE PLAN
V• o
®� af
E9
ELECTRICAL FLOOR PLAN
ow -
E10
ELECTRICAL DETAILS
® 0-
U o C8 --
(D C8 0
11
12
13
v:zzN0. F
SrgrE01: Q ,.
1
HIGH SERVICE PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM %" Q N N
RECLAIMED WATER TRANSFER PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAm
CON-fROL VALVE /CHLORINATION BUILDING PROCESS AND INSTRUMENTATI
( i
,qWA -
r� OF � • i
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442 -7196, Fax: (727)461 -3827 AA0002667 EB0006691
6!i Jew ��t - Na l70C+S
vC�q Wy tnal-ian d�Ic�g.
KEYNOTES:
OBRICK PAVING TO MATCH EXISTING IN COLOR, SIZE, & PATTERN ON 2"
COMPACTED SAND BASE ON COMPACTED SUB - GRADE, SUBMIT SAMPLE TO
ENGINEER FOR APPROVAL.
2 MATCH EXISTING SIDEWALK GRADES.
3 RELOCATED CONSTRUCTION FENCE BY OTHERS.
FENCING TO BE REMOVED & RELOCATED BY
STORM SEWER MANHOLE
N 1322013.34, E 397623.81
TOP EL = 29.65'
24" RCP N INV EL = 23.40'
19 "X30" RCP SE INV EL = 23.45'
—A f
v
II
TELEPHONE
O EXISTING CONSTRUCTION — BOX
_ , . �....,�,,. .f. �— —�- ..:. �-- -- - Tom- -- 2G r
r
OTHERS. 2G J - r -\
�. „.
_
t
i
. F'-._ " h...++_✓ ?,..'.,- a+`,. s".. ._ s.- a_. r_.. w` c..-- x...-.....* s..._.,.✓.' Y_.._,.__._..___..._. ____- __..._.___...._._._�"�._.. .. _. -__. . ..,a.- 4.zr/• "„ -- REFER TO DWG. Al. YAY
GT UGT TYP
BOLLARD __ - _ .. ...: /. n. ... r _ -s -... ._, _... w. sl_...._..,.. a^_. .,__....:1.c...!°....I,- v'•>.M, .a.. - w_..r. -✓.... __._.._ . .✓ ..''F.
5 , . `A M
_
O - -
-
OLOAM & SOD ALL DISTURBED AREAS - CATV -- CATV —
L 4" CONC. SIDEWALK, SEE DETAIL INSTAL UME STOP, 20 "ROW
O
CUT & CAPS EXISTING �
O RTU ANTENNA, SEE E -8 16 "WM UPON
COMPLETION OF
CONSTRUCTION
DREW ST. 2 42.0' EXIST. FENCE
TO REMAIN TO EXIST.
7 16 "WM IW /TAPPING 4
N 1321962.90, 5.0' SLEEVE &VALVE
_ _ E 397459.59 8
'
_.- ___ _ . _ _ . ___ . _____.._... _ ..__.. 4F UGT
FH 16"W ----- UGT _..__
a _ - -- 16W CTV 6` 1
C.B.." 164Y APP OX LO( TiON - 16W I
TOP EL. =8.02 r r' °' r i6 ",RJ" (DI) WATE --j- =�
BOTTOM EL.= 3.01'' # 10LI. 16 "- RJ o
INV. INACCESSIBLE WORK LIMITS
i �ELECTRlCA.L VAULT C (DI) WATER
26 -
O
IP
N CONC. PAD �} 5 ," :8'S N 7 ELECTRIC '
—- — — — — — — — -- — — — — " �.. VAULT
28LF 16 - RJ 2,
I� (DI) WATER EL '34' -11" I b k
IZZ7g r T AL 'r
BEN\HN 6 s�'..c':t - � r , TERf7'A L ?g .9 . COND i " r PAVERS "`•- -� .
150± LF 16 (DI) WATER - -�
j CONNECT TO
CONNECT TO EXISTING
i EXISTING
6
WORK LIMITS
205± LF 16" (01) WATER
aO
HOUSING
HOUSING
3
GRASS
POND t
t 1
i;
TRENCH WIDTH NATURAL GROUND OR
MIN. = 1' + PIPE O.D. FINISHED GRADE PER
MAX. = 2' + PIPE O.D. PLANS
4„
J
BENCH
...
NOTE 1
.�
� -A-
►� ,
INITIAL BACKFILL LAYERS
► �i�i�i�i' i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i SHALL NOT
OF LOOSE THICKNESS
BEFORE BEING COM-
�i�O��O��00�� ►�O��i�0000i
PACTED TO A DENSITY
X OF NOT LESS THAN
TRENCH BOTTOM TO A POINT l' ABOVE
SHALL BE HAND THE ►�i�i�i�i�i�i�i�i`. ��i�i�i�i�i�i�i�i!
• . •
EXCAVATED •
CLEAR PIPE •
NOTES:
CLASS 1. 6—INCH LAYERS AT 1007. MAX. DENSITY PER AASHTO T99 UNDER PAVEMENT, OR
MAX. 12—INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND.
2. OR III SOILS
3. CLASS I OR 11 SOILS (NOT •
DUCTILE IRON PIPE TRENCH DETAIL
NOT • SCALE
SODDING LIMITS
0 -12 FEET DEPTH MAXIMUM
12 FEET DEPTH & OVER 6 FEET EACH SIDE OF CENTERLINE OF PIPE
•
,i
0 16" 22.50 RJ
_ HORIZ. BEND �--
(TYPP. OF 4)
14LF 16 "- RJ ,
(DI) WATER N y
PVC FOOTING ,
D�AIN
16LF 16 "-+I RJ ;
P'. ! ,
5a
f wL
1
r
t ,
i
STORM..' MH
" ',o
O
T M
s oR CB ,
ON,
Sheet floe
I I I
CONTROL` VALVE/
CHLORINATION OUILDING s
F.F. ,fL. 21.50
EL. 31' -=5"
FIN. ROOF
(HIGIR PT.),' i
EDGE OF
BUILDING
UNDERGRO6O
N` 1321929.90,
/`E 397459.59
59.0'
y.s
EXIST. CONST. FENCE
SITE LAYOUT PLAN
1' =20'— 0"
raw
Staked Down
Single row of bales of straw to be placed
prior to the start of rough grading.
PLAN VIEW
Mr. 41.
SEAL
required for durability
ANCHORING BALES
TEMPORARY EROSION CONTROL
SEDIMENT BARRIER
NOT TO SCALE
SEAL
• No.
�..
% S FATE OF
•.� n 1110 �,,.
'gyp. ..... • `
v
v NFM&CREED
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442 -7196, Fax: (727)461 -3827
AA0002667 EB0006691
www.mckimcreed.com
UGT
AL ME
UGT —
WV
JG� 118x,30SD
LIBRARY UNDER
CONSTRUCTION
SANITARY SEWER MANHOLE
N 1322070.15, E 397650.27
TOP EL = 29.24' CONCRETE FILL
10" PVC S INV EL = 26.58'
TELEPHONE MANHOLE
TOP EL = 29.18'
BOTTOM EL = 18.93' 0
1 1/4G I _z
TELEPHONE d
BOX
PIN. CO. TRAF. CONTROL
MANHOLE TOP EL = 29.27'
BOTTOM EL = 21.89' Z_ °
4 /
I■@
8" SCH 40 PIPE
GRIND SMOOTH
ALL ROUGH
AREAS AND EDGES
PAINT, COLOR TO MATCH
METAL GUARD RAILING
TOP OF FINISHED
GRADE OR SURFACE
MATERIAL
0.40 YD3 CONC. MIN.
(2500 psi)
NORTH
NOTES:
1. DURING THE CONSTRUCTION OF DRAINAGE AND OTHER STRUCTURES
REQUIRING EXCAVATION, THE CONTRACTOR SHALL PLACE STRAW BARRIERS
AROUND SUCH STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF
SEDIMENT TO POINTS OUTSIDE THE CONSTRUCTION AREA. THE STRAW
BARRIERS SHALL BE PLACED IN ACCORDANCE WITH THE ATTACHED DETAILS.
2. THE CONTRACTOR SHALL PROVIDE SILT BARRIERS AS DIRECTED BY THE
ENGINEER TO CONTROL EROSION AND SEDIMENTATION FROM TAKING PLACE
OUTSIDE THE LIMITS OF THE PROJECT. THE SILT BARRIERS SHALL BE
PLACED IN ACCORDANCE WITH THE ATTACHED DETAILS, OR AS DIRECTED BY
THE ENGINEER.
S�,ALaF�Fc
CITY OF CLEARWATER
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
NOTE:
PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTION ACTIVES TO
PROTECT TREES AND NATURAL AREAS TO BE RETAINED ON A SITE.
PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO BE RETAINED WITHIN AN AREA
WHERE LAND ALTERATIONS AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG
NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERATION OR
CONSTRUCTION ACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN IN PLACE UNTIL THE LAND
ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF
GRADE FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR WITHIN THE
BARRICADED AREA. THE FOLLOWING REPRESENTS THE COUNTY'S MINIMUM PROTECTION
BARRIER SPECIFICATIONS:
TREES- TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPLINE OF A TREE, A PHYSICAL
STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OR OTHER SUITABLE
MATERIAL, IS PLACED AROUND THE TREE AT THE DRIPLINE, EXCEPT WHERE LAND ALTERATION
OR CONSTRUCTION ACTIVITIES ARE APPROVED WITHIN THE DRIPLINE.
THE DRIPLINE OF A TREE IS THE IMAGINARY, VERTICAL LINE THAT EXTENDS DOWNWARD FROM
THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND. SEE FIGURE A.
BARRIER SPECIFICATIONS FOR TREES:
FOUR CORNER UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY
HORIZONTAL MEMBERS OF NO LESS THAN 1" X 4" LUMBER; OR UPRIGHT STAKES SPACED AT
5' INTERVALS OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY SILT SCREEN FABRIC OR
MATERIAL OF COMPARABLE DURABILITY. SEE FIGURE B.
FIGURE A FIGURE B
TREE PROTECTION DETAILS
NOT TO SCALE
2000 RECLAIMED WATER
SYSTEM IMPROVEMENTS
CONTRACT No. 2
CONTROL VALVE /CHLORINATION BUILDING
SITE LAYOUT, PIPING, &GRADING PLAN
2 "x2" WOOD POSTS
SILT FENCE OR MATERIAL OF
COMPARABLE DURABILITY
DATE:
MARCH 16, 2001
6G
0092 -0069
DRAWN
DKM
011- - -245Q
2 —0
CHECKED
MAC
SIGNAL L M T
cp or E ER
'WV
DIA.
V)
0 WV
SIGNAL BOX
�` 4W
7WV Da
" :.. ,
BOLLARD DETAIL
. _<
NOT TO SCALE
lva':
f' ELECTRIC
METER
ELECTRIC
MANN LE
TOO EL
= 29.7 '
BOTTOM EL = 18 85'
ad
SAWCUT OR SCORE 3/16 "W x 1 1/2"D 1/2" EXPANSION JOINT
-1
CONTROL JOINT (MAX. 30' INTERVALS)
O
W
>
1 1/2" CLR. 6x6, #10/ #10 W.W.F. JOINT FILLER
U,
''
-PSI .CONC. ' ---n
•'
--
.. , �4" 3000
rrnn
VJ
4" COMPACTED BASE
NOTES:
1. DURING THE CONSTRUCTION OF DRAINAGE AND OTHER STRUCTURES
REQUIRING EXCAVATION, THE CONTRACTOR SHALL PLACE STRAW BARRIERS
AROUND SUCH STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF
SEDIMENT TO POINTS OUTSIDE THE CONSTRUCTION AREA. THE STRAW
BARRIERS SHALL BE PLACED IN ACCORDANCE WITH THE ATTACHED DETAILS.
2. THE CONTRACTOR SHALL PROVIDE SILT BARRIERS AS DIRECTED BY THE
ENGINEER TO CONTROL EROSION AND SEDIMENTATION FROM TAKING PLACE
OUTSIDE THE LIMITS OF THE PROJECT. THE SILT BARRIERS SHALL BE
PLACED IN ACCORDANCE WITH THE ATTACHED DETAILS, OR AS DIRECTED BY
THE ENGINEER.
S�,ALaF�Fc
CITY OF CLEARWATER
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
NOTE:
PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTION ACTIVES TO
PROTECT TREES AND NATURAL AREAS TO BE RETAINED ON A SITE.
PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO BE RETAINED WITHIN AN AREA
WHERE LAND ALTERATIONS AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG
NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERATION OR
CONSTRUCTION ACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN IN PLACE UNTIL THE LAND
ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF
GRADE FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR WITHIN THE
BARRICADED AREA. THE FOLLOWING REPRESENTS THE COUNTY'S MINIMUM PROTECTION
BARRIER SPECIFICATIONS:
TREES- TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPLINE OF A TREE, A PHYSICAL
STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OR OTHER SUITABLE
MATERIAL, IS PLACED AROUND THE TREE AT THE DRIPLINE, EXCEPT WHERE LAND ALTERATION
OR CONSTRUCTION ACTIVITIES ARE APPROVED WITHIN THE DRIPLINE.
THE DRIPLINE OF A TREE IS THE IMAGINARY, VERTICAL LINE THAT EXTENDS DOWNWARD FROM
THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND. SEE FIGURE A.
BARRIER SPECIFICATIONS FOR TREES:
FOUR CORNER UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY
HORIZONTAL MEMBERS OF NO LESS THAN 1" X 4" LUMBER; OR UPRIGHT STAKES SPACED AT
5' INTERVALS OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY SILT SCREEN FABRIC OR
MATERIAL OF COMPARABLE DURABILITY. SEE FIGURE B.
FIGURE A FIGURE B
TREE PROTECTION DETAILS
NOT TO SCALE
2000 RECLAIMED WATER
SYSTEM IMPROVEMENTS
CONTRACT No. 2
CONTROL VALVE /CHLORINATION BUILDING
SITE LAYOUT, PIPING, &GRADING PLAN
2 "x2" WOOD POSTS
SILT FENCE OR MATERIAL OF
COMPARABLE DURABILITY
DATE:
MARCH 16, 2001
MCE PROJ.
0092 -0069
DRAWN
DKM
DESIGNED
MAC
CHECKED
MAC
PROJ. MGR.
MAC
r
� , Cil, ► � � 200 ?_
SCALE
MkC FILE NUMBER
DRAWING NUMBER
HORIZONTAL:
AS SHOWN
VERTICAL:
C2
NA
STATUS: REM"
ISSUE FOR BID
0
s •
•
•
•
DOCK
DOCK
�o
R.
d
2' -6"
) TOP SECTION
N DATI O N
--L BASE
STANDARD TOWER SUPPORT
RTU ANTENNA & MAST INSTALLATION
(DESIGN WIND VELOCITY: 115 MPH)
REV•NO• DESCRIPTIONS DATE
REVISIONS
SEAL
ILI
lot li
.K 1
15° RCP-- ______ �
eG
SEAL
COACHMAN PARK
3
3
C
SI
'24 °FM 6 °G
EXISTING
ELECTRICAL VAULT
111 J 1 ; ,, r1% /11 k I r%
ELECTRICAL SITE PLAN
SCALE: 1 "= 30' -0"
v
� D
601 Cleveland Street, Suite 205
Clearwater, Florida, 33755
Phone: (727)442 -7196, Fax: (727)461 -3827
Internet Site: http: / /www.mckimcreed.com
2G
DREW STREET
24FM
' 16W 6 °G
#2 GND, TYP
5/8" x 20' COPPER
GND ROD, (TYP, 6)
O�
QFNFc
�y /moo
o CITY OF CLEARWAY ER
ER
0
O
II II
CAN
D
BROOKS PULL BOX
3636 SERIES
UGT
16W I 6 °G
16W
CTV
-
ANTENNAC
SEE DETAIL
EXISTING
ELECTRICAL VAULT
ANTENNA CABLE
1 1/4" TO RTU
CHLORINATION BULDING
(SEE SHEET E -9)
2000 RECLAIMED WATER
SYSTEM IMPROVEMENTS
CONTRACT No. 2
ELECTRICAL SITE PLAN
N �0 =I
U
N
S
T 1 1/4G
WV
T
6W —
r8x�s �
6G
24SD
N 1 D
N a0 3 WV D 4W
r
ELECTRICAL - MECHANICAL QCs\ N E E o
INSTRUMENTATION
2101 N. ANDREWS AVE., SUITE 100 e n ��-
FORT LAUDERDALE, FLORIDA 33311 �U
PHONE: (954) 564 -3111 0
FAX: (954) 564 -3040
OAS U L -T P�
DATE: 11 -08 -011
SCALE
M&C DWG NUMBER
HORIZONTAL:
SHEET NUMBER
AS NOTED
VERTICAL:
E_g
AS NOTED
STATUS: REVISION
ISSUE FOR BID
G
0
8
O
U
4
N
S
:2
m
MARSHALL ST
RUSSELL STREET
SEAL
�
RECLAIMED WATER
TRANSFER PUMP STATION
(SEE SHEET M2)
ST�Fti
S-01
71F]
v -
v
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442 -7196, Fax: (727)461 -3827
AA0002667 EB0006691
www.mckimcreed.com
HIGH SERVICE PUMP STATION
(SEE SHEET M1)
PHIL LIP JONES
FIELD
GENERAL SITE PLAN
10$ = 60'
NOWH
S�AL�F�Fc
o
- o CITY OF CLEARWATER
NOTE
THE CONTROL VALVE /CHLORINATION BUILDING
IS LOCATED OFF OF DREW ST. WEST OF
OSCEOLA AVE. (IN COACHMAN PARK).
2000 RECLAIMED WATER
SYSTEM IMPROVEMENTS
CONTRACT No. 2
SHEET LAYOUT PLAN
�I
OCT Z
it 4 10, ��• +Ft }! j�:�'�.'li,r.^ tPT
t
DATE:
AUGUST, 2002
MCE PROJ. #
00992 -0069
DRAWN
DKM
DESIGNED
MAC
CHECKED
MAC
PROJ. MGR.
MAC
0 60
SCALE FEET
SCALE I Ma:c RLE NUMBER
HORIZONTAL:
AS SHOWN
VERTICAL:
NA
DRAWING NUMBER
C1
STATUS: REVISION
ISSUED FOR BID
1 112 — CONTROL
1 112" — INSTRUM,
1 112 — CONTROL
1 112" — INSTRUM
1 1/2" — CONTROL
1 1/2" — INSTRUMEi
SECTION AA
1 1/2" — FILTER FEED PUMPS
1 1/2" — REMOVE EXISTING WIRES
1 112" — SPARE
SECTION BB
REV.NO. DESCRIPTIONS DATE
REVISIONS
1 1/2" — REMOVE EXISTING WIRES
1 1/2" — SPARE
SEAL
.r,lllllllllf ///
SEAL)
PROPOSED TRANSFER \x\
PUMP STATION
7 SEE SHEET E -7 \
Y �c
O CHLORINE ADDITIVE
/ RATE CONTROLLER, TOR
1� FILTER COMPLEX \
l � r, rrr, rrrn
RECLAIMED WATER
CHLORINATION FACILITY
CHLORINE ROOM
MARSHALL ST.
4
44 �h4CIQM&C
601 Cleveland Street, Suite 205
Clearwater, Florida, 33755
Phone: (727)442 -7196, Fax: (727)461 -3827
Internet Site: http: / /www.mckimcreed..com
OF
ER_
RUSSELL STREET
TRANSFER PUMPS NO. 1, NO. 2, AND
EQUIPMENT DISCONNECTS TO BE RELOCATED.
SEE SHEET E -7. ALL EXISTING POWER
WIRING FROM PUMP STATION BACK TO MCC
TO BE REMOVED (TBR).
TRANSFER PUMP STATION
\ STS
o�
rte+ \
0
CITY OF CLEARWATER
'1 \
p OUTFALL \
p SPUTTER
BOXES 4''�
J ❑ CONTROL BUILDING
FUEL
o TANK �\
RASP5
BUILDING, SEE E -6
RECLAIMED WATER STORAGE TANK
j
2000 RECLAIMED WATER
SYSTEM IMPROVEMENTS
CONTRACT No. 2
ELECTRICAL PLAN
�: - -N\
ELECTRICAL - MECHANICAL
INSTRUMENTATION
2101 N. ANDREWS AVE., SUITE 100
FORT LAUDERDALE, FLORIDA 33311
PHONE: (954) 564 -3111
FAX: (954) 564 -3040
DATE:
11 -08 -01
MCE PROD. #
0992 -0069
DRAWN
BMA
DESIGNED
LMR
CHECKED
SEB
PROJ. MGR.
SEB
SCALE 1 I M&C DWG NUMBER
HORIZONTAL:
AS NOTED
VERTICAL:
AS NOTED
SHEET NUMBER
E -2
STATUS: REVISION
ISSUE FOR BID