FLS2002-11079
FLS2002-11079
DEL ORO P ARK
PUMPING
STATION
201 MCMULLEN
BOOTH ROAD
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201 McMullen Booth Road
FLS2002-11079
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DESCRIPl10NS
REVISIONS
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3 - EAST ELEVATION
1/4"=1'-0"
SEAL
SEAL
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ASPHALT SHINGLE
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ALUM. GUTTER
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STUCCO FINISH
AC UNIT
24" RECLAIMED
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ASPHALT SHINGLE
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4 - NORTH ELEVATION
1/4"=1'-0"
REVISION
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442-7196, Fax: (727)461-3827
AA0002667 E80006691
DAlE
www.mckimcreed.com
DREW AND UNION STREETS
RECLAIMED WA TER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
DEL ORO
DATE: FEBRUARY, 2003
MCE PROJ. # 00992-0084
DRAWN JZM
DESIGNED DCW
CHECKED MAC
PROJ. MGR. BAH
SCALE
M&c FILE NUMBER
HORIZONTAL:
1/410 = 1'-0"
VERllCAL:
NA
DRAWING NUMBER
CITY OF CLEARWATER
A101
100 S. Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562-4827
STATUS:
ARCHITECTURAL EXTERIOR ELEVATIONS
FEBRUARY 2003
100% SUBMITTAL
NOTES:
1. REPAIR ALL DISTURBED SOD FROM UTILITY TRENCHING OPERATIONS.
r
SPREAD
PODOCARPUS MACROPHYLLUS r NOTE: MAINTAIN AS HEDGE, T)1b.1
(67) YEW PODOCARPUS I
3 GAL, 24"-30", 36"0.C.
(3) QUERCUS V1RGINANA
LIVE OAK MURRAYA PANICULATA I NOTE: MAINTAIN AS HEDGE, TY1P.1 j
3 1/2"-4" CAL, B&B (38) ORANGE JASMINE I I
__,.,,________''___""''__.. '.........,.~.. 3 GAL, 24"-30", 36"0.C. iP 1) I
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l\"" ~ ",'" . ',~.;:,. , ~"'-' ' ","'- ","J "~!,,'"'-(~ ",'" ~1__ ~"- ",'" l~l-_ ~'" ","J:i,- i [''''''. I'-/;<')i' :x'.,'>" ",'" ",'" ",'" 1//-"',//",'/
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ri"" " '" ..~.< y. . "" '" '" '" ----..\-- "" "" '" ~ VIBURNUM SUSPENSUM
11tJ>c ~~ ~ i"".: .,....."\.~r... <' '.'~.. ^"V ",-"" ,.."", "'-~~ ",,'" 0. (18) SANDANKWA VIBURNUM
J:> "", "'~;, /' '\..f6... '-'I ,'" J 3 GAL, 18"-24", 30"O.C.
: ~ ! ,,,- ~' "- " ~\tl':~< .. ,",,/' t~" ~ i ",,'" "- ~
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-'I'~~"'" (\ t>! 0""",,~ ~~\! &IRRIGATlON,TYP.
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t~. "-I, '- " ,,;f .r ~/ to ~' /~~=lA'GERSTROEM!A INDfbA
Illt~f~:~~)~. ,~~ /,,/:/ ' 4 / ~~~~~~Mgg~~~LER ' -' ~ ,: / t~:-(~~~~~~}lV
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--Ii P"'" I~ '1 1....-" ',J X/\cry 1'/ ;'-,lQ".:;;;,.14"SPR 18"0/C r-~--~,_ -----,. '-_'.;y.J
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TREE NOTES: ~ ~ ~ .......c~~ ~ 1 b I , '- ",,'" ",,'" "f'.- /-:::,,/\ \ " "-~-"--, :'-
1. AU.. WOOD SHAlL BE SPRUCE 'OR PINE-NOT PRESSURE TREATED. '~ ~- - ,~ G8...,~:':' I! ,"" ,"" ,""'- ,/--:~;./r \\ ~ '-
~~!"\:.' ~ /7- .e '" i I ~ c ~~ c ~~I>-' c- \ \ ' ". ,)>< *~:----.
~: ~:~ TI~ =GN~~Oc;o:REO~:D~~~S~NK. 1~~,~I'-~'!-'::Gfp.~~P Y", t,i _ "'-."':~>>/~ VIBURNUM SUSPENSUM \\ ""." <? '~F ~~:~-
4. REMOVE AU.. STRAPS, ROPES, WIRE, &/OR STRINGS USED TO UFT THE ROOTBALL Iff ,)"-- ",~l<x:\t;<:- ~"'\ ~, ,,~~ -- CO!'~C (20) SAND..ANK~A VI~URNU~\ DEL 0R/Q
5. REMOVE AU.. BURLAP &/00 WIIRE FROM THE TOP OF THE ROOT BALL Ir.~ '. ~ '~'_ 't~ <~ ' .... ~: t~ ~ 3 GAL, 18 -24, 30 O.C. \ \ '
6. TOP Of ROOT8\lL TO BE SET FlUSH OR I' TO 2' ABOVE AMSH SURROUNDING f1NISH GRADE. ~'t); ~ : ~ c ~c0 c ;,,'-~~~ ,_' ~~ LAGERSTROEMIA INDICA \\ '., . L';v, v ( T YO 1
!," 15 II I !~ "-- ~ ",,"'l~- ~ ","".(."y~~-~--~--~"- -. \ "'- \ (1) CRAPE MYRTLE \\ '
\ \ tOil I 2 - TREE PLANTING DETAIL ~."".."',~~ ~":"-1~.:~~~~ ':'r0~~"'-,*~'_'-'-\'-'- ~'-,-~, \~~1~;-~~~)B&B ~\\\, FA RK
'c . . I II I ~ ..;,' c "- c c :-I ~ , -t-- '-~ ,-'- ,-'- ,eo::: ~'- ~-----------
-----~t-__-----------1;5l! I.:, NOT TO SCALE ,~-",.,::~,-'lt!~""" f'- 'lr'\.T-J.""~ """"~~""""""">--\:.~.~~-~~'~ --~~"~"...... lt~lgJP;E MUSCARI 'EVERGREEN GI~~T'
" 1. i. >('I:i'~I.:..'---1'.."----------,,-----------.---------,,-----,---------------,-- ~i i ,,~ ~ "" ~ ",,"" .:"-! ,0-. 1",1-, ",,"" :'- ,x:..X' ",'\..~",-"" \.","" }\ !-iANo,\~O:lct:'~[RGREEN GIANT L1RIOPE \\\
,,<:>; 1;-' '" ~ ~ I "- ,,'. " ~ ,- k. .....""- , ......... - /"'0., ,,' . 1 0" ":""'.t4,~ SPR., 18" O/C \,..'11
^ ,_ :, \ ! ,{I< "~ "- '" 1" ,,"- " -{ "-- I ~ ~ '-- "'"\.c /~ '-- "" "-~. "'- "\ '" "-~ - r '. .
"'\!! !~' [: ~~~;~~~~~~ ~l,t4~~~~'-':~'-':~~~'-~~'-~\ LAGERS~i>t~IA ~~~:~:>l )\
\ \ I: r~~ ~~. ,,1'-0 I'-- ~"l/1..",r-- ",,'" ",,'" ",,'" ",,'" ",-",-\\=""", '~'" ~ (1) CRAPE MYR:rLE ,i / \\\
I ' t: i r.4 L' ~" ,....." " --.l /{', I ~ ' , " , \ "1\ \ / \
\, I, .---':-...,~:o *f~ - __ _ _ ____._ __ _ __ _ _ _,"'..__ ,,__ _ __ __ _______ _ , _ ___" rr~[i.. ~~ ~}~"- t'\ "" '--l ""- ,,-"""'- "~)>,,1'- ~-t'",i-- '- ","" '- ","" '-- ","" '-- ","" "- ",-"" \ ","" "",-"" '-- ~\ (MUL TI- STEM) \ C/ \\
:, 'i 'I I ' ~~"- ,I"-.........t.'" ~'I"-"'t ,'''' "" "" '" "" ~ ,,\ ",\,\ 10'-12' HGT, B&B\\ \\
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ASPHALT PAVEMENT l;lciXTlf~ 1/)..', O;JL'3c" 1~r" '1~~~~~>?21/"t-?:'''-" !/ ~-{.",-:~"-~",,--,,,,,,"-x-<'-,,,~~ ""","-).>--'>.-?'" ."''c-' /' ,/
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PROPOSED LOAM & SOD AREA
(INCLUDING ALL DISTURBED AREAS NOT
SHOWN) PROVIDE IRRIGATION FOR ONLY
THOSE SODDED AREAS SHOWN
EXISTING TREE
TO BE REMOVED
PROPOSED
DECIDUOUS TREE
CONCRETE PAVEMENT
ASPHALT PAVEMENT
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r= PLANT
PLANT NAME
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~ QUANTITY
MULCH 3- FROM TRUNK
MULCH 3- DEPTH
Tlu.ED AND LOOSENED
NATIVE SOIL BACKFILL
2"X2"X4' STAKE -L~~--~---.''''''''-, /",,~~XJ~:' CROSS
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2-2.S"DR'lWA1iY". '--~_./ ,/// 2"X2"Xf STAKE
SCREWS ------.------"'-'~
2-X2"X4' C S MEMBER
FERTILIZER T/lBLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
n ) \ ~ ROOT MASS BETWEEN
._____ "', MIDDLE AND BOTTOM
')=L..:,:: "'",,:,,,',' .E' :/.-:::1:;::'] OfROOTWASS.
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NATIVE SOIL BACKFILL 'lC A':l~~~.L!~:-::-L j, r:LlJ=i I ~::=.i ! !:::~! I i:~ i iJ-.z::rrT==::i it= : i :::-' INTO UNDISTURBED
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2"X2"X4' STAKE 3 TO 5 TIMES THE WIDTH
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ELEVATION / SECTION
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1 - LANDSCAPE PLAN
NOTE:
1. 5,337 SQUARE FEET OF IMPERVIOUS AREA ADDED TO THIS SITE.
NORTH
NOT TO SCALE
o 10
~- ~
SCALE FEET
SCALE: 1" = 1 0'
SEAL
www.mckimcreed.com
SCALE
M&C FILE NUMBER
DREW AND UNION STREETS
RECLAIMED WATER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
DEL ORO
AUGUST, 2003
00992-0084
DKM
DCW
MAC
BAH
DATE:
MCE PROJ. #
DRAWN
DESIGNED
CHECKED
PROJ. MGR.
~
~~1\.H(]M&CREED
............jfJJ
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442-7196, Fax: (727)461-3827
AA0002667 EB0006691
HORIZONTAL:
1" = 10'
DRAWING NUMBER
VERTICAL:
NA
L101
c~ITY OF CLEARWATER
.. 00 S. Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562-4827
AUGUST 2003
ORe RE-SUBMITTAL
REVISION
STATUS:
LANDSCAPE PLAN
DESCRIPTIONS
RE SIONS
DAlE
Roll of 12 1/2" Guage Welded
Fence, 2"x2 Mesh, 8"-10"
Diameter FUled With J/ stone.
Max Slope 1:1
BuDding Block Laid 6" From Throat
Web Horizontal.
l' Below Throat Min.
2 Below Throat Max
Clean Out When Sediment
Is 6" Below Throat.
10' Min.
NOTES:
1. Fiberous filler material in front of block
prevents gravel from washing into structure,
2. 2"x4" Behind block and across throat helps
keep block in place. Place in outer hole
of spacer block.
Sill
FlberlOlls Filler Material
BuDding B1oc~ or Drmed 2-x6"
2"x." TImber
Leave Out Block T emporarll y,
Insert TIle With Wire Screen
And GrO'lel F1Iter.
CROSS SECTION
Grovel F1Iler
2-x3- Penerred
Circular Shape Is Not Essential - Vary Shape To FIt
Drainage Area And Terrain. Observe To Check Trap
Efficiency And Modify As Necessary To Insure
Satisfactory Trapping Of Sediment.
PLAN VIEW
Water Level During Storm
Boles of Straw
Staked Down
8' Min.
Sediment Trap
Earth Berm
Min. 2: 1 Slide Slope
Stoblllzed Slope
Overflow Pipe
Spacer Block
-::::.:.:==--.:..::..----~---
3. Bales of hay and sod, similarly placed,
may also be used.
CROSS SECTION
Splash Pad and/or StabDlzatlon
Required If Pipe Empties Into
Other Than Body of Water.
PLAN VIEW
TEMPORARY SEDIMENT TRAP
AT CURB INLET
TEMPORARY SEDIMENT TRAP
AT STORM DRAIN INLET
TEMPORARY EROSION CONTROL
SEDIMENT BASIN
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
A
Disturbed Earth
Edge of Channels, Ditches,
Swales, Rood Side Slopes,
Etc.. Undisturbed
Disturbed Earth
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NOTES:
1. DURING THE CONSTRUCllON OF DRAINAGE AND OTHER STRUCTURES REQUIRING EXCAVAllON,
THE CONTRACTOR SHALL PLACE STRAW BARRIERS AROUND SUCH STRUCTURES TO PREVENT
EROSION AND THE MIGRATION OF SEDIMENT TO POINTS OUTSIDE THE CONSTRUCllON 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 SEDIMENTAllON IFROM TAKING PLACE OUTSIDE THE LIMITS Of THE
PROJECT. THE SILT BARRIERS SHALL BE PLACED IN ACCORDANCE WIlli THE ATTACHED
DETAILS, OR AS DIRECTED BY THE ENGINEER.
2: 1 Slope CK
Flatter
~. Min.
t
Edge of Channels, Ditches, Swales,
Roads Side Slope, Etc.
PLAN VIEW
SECTION A-A
~A .
()~~~ILL
I1l~ND
~ j:' C~J)
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Gravel
~~
NOlE:
PROTECTIW: BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTION ACTlW:S 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 COMPLElED 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 RES'TRICT ACCESS INTO THE AREA WITHIN THE DRIPUNE 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
APPROve:D WlTHIIN THE DRIPUNE.
THE DRIPLlNE OIF' A TREE IS THE IMAGINARY, ve:RTlCAL LINE THAT EXTENDS DOWl'lWARD FROM THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE
GROUND. SEE Fi'GURE A,
TEMPORARY EROSION CONTROL
DIVERSION BERM
SILT FENCE
NOT TO SCALE
NOT TO SCALE
Paved Street
Sheet floe
I' 3' Min. "I
Construction
Site Entrance
Construction
Site Entrance
BARRIER SPECIFIICA TlONS 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
DURABIUTY. SEE FIGURE B.
3: 1 Slope or Flatter
1.0'
Single row of boles of straw to be placed
prior to the start of rough grading.
Securely bound boles
required for durabDlty
" ' , ~~~
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~------------------------~
PLAN VIEW
ANCHORING BALES
CROSS SECTION
~
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TEMPORARY EROSION CONTROL
GRAVEL INTERCEPTOR BERM
NOT TO SCALE
TEMPORARY EROSION CONTROL
SEDIMENT BARRIER
wi I
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~i ~I 2"x2" WOOD POSTS
I
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I , SIL T FENCE OR M A TERtAL OF
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TOP ISOMETRIC VIEW
NOT TO SCALE
FIGURE A
FIGURE B
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DETAILS
NTS
SEAL
-.00 S. Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562-4827
DREW AND UNION STREETS
RECLAIMED WATER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
DEL ORO
TEMPORARY EROSION
CONTROL DETAILS
DATE: AUGUST, 2003 SCALE M&C FlLE NUMBER
MCE PROJ. # 00992-0084
DRAWN HORIZONTAL: DRA'MNG NUMBER
DESIGNED C104
CHECKED MAC VERTICAL:
PROJ. MGR, BAH NA
5T A TUS: AUGUST 2003 REVISION
DRe RE-SUBMITTAL
DESCRIPl10NS
DAlC:
www.mckimcreed.com
.:ITY OF CLEARWATER
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NA TURAL
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6' MIN.
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(GRADE AROUND BUilDING)
_12' GRASS ACCESS LANEi
(SEE DETAIL A)
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12" COMPACTED SUBGRADE
DETAIL A
GEOWEB ACCESS DRIVE DETAIL
NOT TO SCALE
DESCRIPllONS
DATE
NA TURAL
GRADE
CONCRETE FILL
8" SCH 40 PIPE
GRIND SMOOTH
ALL ROUGH
AREAS AND EDGES
PAINT SAFETY YELLOW
Q.
12
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(2500 psi)
2'-0"
MIN.
DIA.
BOLLARD DETAIL
NTS
4"x4" WOOD POSTS
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1 6 P T 'VOOD
2 4 P T WOOD
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MAX. 8' O.C.
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FOOTING. SLOPE
CAP TO DRAIN
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NOTES:
1. ALL HARDWARE TO BE MIN. 5/8" HOT DIPPED GALVINIZED.
2. ALL WOOD TO BE #2 SOUTHERN YELLOW PINE
PRESSURE TREATED WITH THE ACQ TREATMENT PROCESS PLUS
WATER REPELLENT. WOOD SHALL BE PRESERVE PLUS AS
MANUFACTURED BY CSI, OR EQUAL.
ELEVATION
WOOD FENCE DETAIL
NOT TO SCALE
SEAL
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442-7196, Fax: (727)461-3827
AA0002667 EB0006691
www.mckimcreed.com
6'
SAWCUT OR SCORE 3/16"W x 1 1/2"0
CONTROL JOINT
1/2" EXPANSION JOINT
(MAX. 30' INTERVALS)
1 1/2" CLR. 6x6, #10/#10 W. W.F. JOINT FILLER
:..~ ~':.""';,'~:',". "'~""~'," ,..' , ,',','..".., ~,.","," ..,,";,". '. ~ !;",; "':,'.' ';".~..'"...!:,"..!,' ',..:.:...',> <,.... '''I ,".X:.':
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4" COMPACTED BASE
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
DREW AND UNION STREETS
RECLAIMED WATER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
DEL ORa
.:ITY OF CLEARWATER
'00 S. Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562- 4827
CIVIL DETAILS
DATE:
MCE PROJ. #
DRAWN
DESIGNED
CHECKED
PROJ. MGR,
ST A TUS:
AUGUST, 2003
00992-0084
DKM
DCW
MAC
BAH
M&C FU NUMBER
SCALE
HORIZONTAL:
AS SHOWN
VERTICAL:
NA
DRAWING NUMBER
C103
REY1SION
AUGUST 2003
ORe RE-SUBMITTAL
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501 McMULLEN BOOTH ROAD 3109 WOLFE RD.
ZONING: R3 ZONING: R3
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Fax: (727)461-3827
AUGUST 2003
ORe RE-SUBMITTAL
REVlSION
SCALE
M&C FlLE NUMBER
DREW AND UNION STREETS
RECLAIMED WATER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
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MCE PROJ. # 00992-0084
DRAWN
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DRAWING NUMBER
VERTICAL:
NA
C102
(~ITY OF CLEARWATER
100 S. Myrtle Avenue
Cleorwater, Florida 33756
Phone: (727) 562-4827
STATUS:
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DEMOLITION WORK. (562-4800)
2. ISOLA TlON AND ABANDONMENT OF THE EXISTING 16" WATER
TO BE COORDINATED WITH THE CITY'S UTILITY DEPARTMENT. (562-4960)
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OOA 22"
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SCALE FEET
100 S. Myrtle Avenue
'~le(Jrwater, Florida 33756
['hone: (727) 562-4827
DREW AND UNION STREETS
RECLAIMED WATER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
DEL ORa
DEMOLITION
SI TE PLAN
DATE: AUGUST, 2003 SCALE
MCE PROJ. # 00992-0084
DRAWN DKM HORIZONTAL:
DESIGNED DCW ,.. = 10'
CHECKED MAC VERTlCAL:
PROJ. MGR, BAH NA
M&C FlLE NUMBER
DESCR1Pl1ONS
www.mckimcreed.com
DRA'MNG NUMBER
DATE
SEAL
':ITY OF CLEAAW A TEA
C101
ST A TUS:
AUGUST 2003
ORe RE-SUBMITTAL
REVlSION
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STORM SEWER MANHOLE
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SANITARY SEWER MANHOLE
CLEANOUT
AIR RELEASE VALVE
GATE VALVE
BUTTERFLY VALVE
CHECK VALVE
REDUCER
SOIL BORING
GAS METER
TELEPHONE MANHOLE
TELEPHONE BOX
CABLE TV BOX
ELECTRIC BOX
ELECTRIC MANHOLE
LIGHT POLE
UTILITY POLE
SPRINKLER
SIGN (SN)
BENCH MARK
ELEVATION
TRAVERSE POINT
IRON PIN FOUND
IRON PIN SET
CONCRETE MONUMENT
MAILBOX
BOLLARD
TREE
BRUSH LINE
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SANITARY SEWER
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RAW WATER
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GENERAL ABBREVIATIONS
AT
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ABOVE FINISHED FLOOR
ALUMINUM
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APPROXIMATE
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AVENUE
BUILDING
BOULEVARD
BENCHMARK
BOTTOM
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CHECKERED
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CEILING
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CLEAN OUT
COLUMN
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COPPER
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CONTRACTION JOINT
CONTINUOUS
DEEP/DRAIN
DOUBLE
DEMOLITION
DIAMETER
DIMENSION
DUCTILE IRON PIPE
DESIGN HIGH WATER
DISCHARGE
DESIGN LOW WATER
DOWN
DOOR OPENING/DISSOLVED OXYGEN
DRIVE
DRIVEWAY
DRAWING
EACH
EACH FACE
EFFLUENT
EXPANSION JOINT
ELEVATION
ELECTRICAL CONDUIT
EQUIPMENT
AN 0 SO FORTH
EACH WAY
EXHAUST FAN
EXISTING
EXHAUST LOUVER
EXPANSION
EXTERIOR
FLOOR BOX/FOUNDATION BEAM
FOOT
FOUNDATION
FlANGE
FLOOR
FLOOR DRAIN
FORCE MAIN
FIBERGLASS REINFORCED
PLASTIC PIPE
FINISHED FLOOR
FOOTING
GALLON
GALVANIZED
GUARDRAIL
GENERATOR
GRATED INLET
GALLONS PER MINUTE
GRATING
GALVANIZED STEEL
GRADE
GUY WIRE POLE
HOSE BIBB
HOLLOW METAL
HORIZONTAL
HORSEPOWER
HEIGHT
HEATING UNIT
HEATING/VENTlLATlON/
AIR CONDITIONING
HIGH WATER LEVEL
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INVERT
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INFLUENT
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W
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W.L.
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W.M.
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WTR.
INTERIOR
INVERT
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JUNCTION BOX
JOINT
LONG/LENGTH
LIVE LOAD
LONG LEG VERTICAL
LANE
LIGHT POLE
LEFT
LIGHTING
LOW WATER LEVEL
MAXIMUM
MAILBOX
MOTOR CONTROL CENTER
MITERED END SECTION
MANUFACTURER
MANHOLE
MINIMUM/MINUTE
MECHANICAL JOINT
MASONRY OPENING/MOTOR OPERATED
MONUMENT
NORMALLY CLOSED
NATURAL GROUND
NORMALLY OPEN
NUMBER
NOT TO SCALE
NORMAL WATER LEVEL
DIAM ETER/PHASE
ON CENTER
OUTSIDE DIAMETER
OPENING
OPPOSITE
PUMP CONTROL PANEL
POLYETHYLENE/PLAIN END
PROPERlY LINE
PLACES
PANEL
POTABLE
POWER POLE
PROPOSED
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
PLUG VALVE
PAVEMENT
QUANTllY
RADIUS/RISER/RELAY
RADIUS
RETURN AIR
REINFORCED CONCRETE PIPE
ROOF DRAIN
REFERENCE
REINFORCED /REINFORCING
REQU IRED
RESTRAINED
RIGHT
RIGHT OF WAY
SANITARY
SCHEDULE
SECTIO:~
SINGLE
SIGN
SPECIFICATION
SPACING
SPRINKLER
SQUARE
STAINLESS STEEL
STREET
STATION
STANDARD
STEEL
STRUCTURAL
SWITCH
SIDEWALK
SYMMETRICAL
TOP OF BANK (DITCH)
TOP &: BOTTOM
TELEPHONE
TEMPORARY
THICK
TOE OF SLOPE (DITCH)
TANGENT/TURNING POINT
lYPICAL
UNDERGROUND GAS
UTlLllY POLE
UNDERGROUND TELEPHONE
VARIES
VERTICAL
WIDE FLANGE/WIDE/WATT
WITH
WATER LINE
WATER LEVEL
WATER MAIN
WATER METER
WEATHER PROOF
WALL SLEEVE/WATER STOP /
WATER SERVICE
WATER
PIPING ABBREVIATIONS
ABANDONED
CLEANOUT
CORPORA110N
CHECK VALVE
DUCllLE IRON
DIAMETER
DUCTILE IRON PIPE
ELECTRICAL
EXISl1NG
FIRE HYDRANT
FLANGED
GATE VALVE
HB
MH
MJ
PE
PS
PVC
RED.
SCH.
SS
TaR
UE
VERT.
HOSE BIBB
MANHOLE
MECHANICAL JOINT
PLAIN END
PUMP STAll ON
POL YVINYLCHLORIDE
REDUCER
SCHEDULE
STAINLESS STEEL
TO BE REMOVED
UNDERGROUND ELECTRIC
VERl1CAL
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442-7196, Fax: (727)461-3827
AA0002667 EBOO06691
www.mckimcreed.com
GENERAL NOTES
1. ALL ELEVATIONS SHOWN ON THE PLANS ARE BASED ON THE CITY OF CLEARWATER BENCHMARKS AND ARE
RELATIVE TO NGVD 1929.
2. LOCATIONS, ELEVATIONS. AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN
TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS BUT DO NOT PURPOSE TO
BE ABSOLUTELY CORRECT. THERE MAY BE OTHER IMPROVEMENTS. UTILITIES. ETC. WHICH ARE WITHIN THE PROJECT
AREA AND WHICH HAVE BEEN INSTALLED AND CONSTRUCTED SINCE THE PREPARATION OF THESE PLANS. THE CON-
TRACTOR SHALL VERIFY. PRIOR TO CONSTRUCTION, THE LOCATIONS. ELEVATIONS, AND DIMENSIONS OF ALL EXISTING
UTILITIES. STRUCTURES. AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS) AFFECTING HIS WORK.
3. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE
AND EXTENT OF THE EXISTING CONDITIONS WH ICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. ALL CON-
TRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATION NECESSARY TO DETERMINE THE
ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED.
4. TI1E CONTRACTORS' ATTENTION IS CALLED TO THE FACT THAT THERE WILL BE SOME UTILITY CONFLICTS. IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO LOCATE AND PROTECT ANY AND ALL EXISTING UTILITIES ON THIS PROJECT.
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEEIR IMMEDIATELY WHEN CONFLICTS BETWEEN DRAWINGS AND ACTUAL
CONDITIONS ARE DISCOVERED.
6. TI1E CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO
PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. CONTACT UTILITIES
NOTIFICATION CENTER AT 1-800-432-4770.
7. TI1E CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, STABILIZED EARTI1, CURBS, DRIVEWAYS, SIDEWALKS,
FENCES, MAILBOXES. SIGNS, LANDSCAPING AND OTHER IMPROVEMENTS WITH THE SAME OR BETTER TYPE OF
MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER.
3. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES
DURING ALL PHASES OF CONSTRUCTION.
~. CONTRACTOR SHALL PROVIDE ALL WARNING SIGNALS, SIGNS. LIGHTS. AND FLAGMEN AS REQUIRED BY F.D.O. T. IN TI1E
'.MANUAL ON TRAFFIC CONTROL & SAFE PRACTICES." CONTRACTOR SHALL PROVIDE A CERTIFIED WORK ZONE TRAFFIC
CONTROL SUPERVISOR AT ALL TIMES WHILE WORK IS BEING CONDUCTED.
10. CONTRACTOR SHALL MAINTAIN AT LEAST ONE ACCESS ENTRANCE TO COMMERCIAL PROPERTIES AT ALL TIMES.
11. CONTRACTOR SHALL MAINTAIN A SET OF PLANS WITH CURRENT FIELD CHANGES MARKED THERE-ON AND SHALL
DELIVER THESE PLANS TO THE ENGINEER UPOIN COMPLETION OF CONSTRUCTION. FINAL PAYMENT SHALL NOT BE
MADE UNTIL THIS REQUIREMENT IS SATISFIED.
12. ALL CONSTRUCTION SHALL BE IN ACCORDANCIE WITI1 THE ATTACHED PLANS AND SPECIFICATIONS AND CITY OF
CLEARWATER CONSTRUCTION STANDARDS.
13. ALL TEES. CROSSES, BENDS, PLUGS. CAPS AND OTHER FITTINGS USED FOR BOTH THE DUCTILE IRON AND PVC PIPE
SHALL BE COMPACT DUCTILE IRON MECHANICAL JOINT FITTINGS.
14. ALL MAINS SHALL HAVE A MINIMUM COVER OF 30" BELOW EXISTING GRADE/PROPOSED GRADE UNLESS OTI1ERWlSE
NOTED.
15. ALL CONCRETE THRUST BLOCKS INSTALLED FOR TESTING PURPOSES AND NOT REQUIRED FOR THE OPERATION OF
TI1E PIPELINE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE.
16. ALL TEST POINT TAPPING SHALL BE CUT LOOSE FROM THE CORPORATION STOP AND COMPLETELY REMOVED AND
DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. THE CORPORATION STOP SHALL BE CAPPED AND
REMAIN IN PLACE.
17. WHERE IT IS NECESSARY TO DEFLECT PIPE EITHER HORIZONTALLY OR VERTICALLY, PIPE JOINT DEFLECTION SHALL
NOT EXCEED 75% OF THE MANUFACTURERS. RECOMMENDED DEFLECTION ANGLE.
18. SHOP DRAWINGS SHALL BE FURNISHED TO THE ENGINEER FOR APPROVAL OF ALL PIPE CONNECTIONS. TRANSITIONS,
AND SPECIALS PRIOR TO FABRICATION OR DELIVERY TO THE JOB SITE.
19. ALL HDPE AND C-900 PVC PIPE SHALL BE INSTALLED WITH A.N INSULATED 12 GAUGE A.W.G. SOLID STRAND
COPPER WIRE ALONG ITS PERIMETER AND ATTACHED TO ALL VALVES AND FITTINGS.
20. ALL HDPE METAL POLY AND PVC PIPE FOR RECLAIMED WATER SHALL BE COLORED SOLID PURPLE.
21. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE ENCLOSED IN A POLYETHYLENE WRAP COLORED SOLID PURPLE.
OR WHITE WITH CONTINUOUSLY REPEATED PURPLE LETTERING AS FOLLOWS. "RECLAIMED WATER - DO NOT DRINK".
22. EXISTING POTABLE WATER SERVICE, SEWER SERVICE. TELEPHONE SERVICE, POWER SERVICE, AND CABLE TV SERVICE
LINES TO INDIVIDUAL PROPERTIES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR FIELD LOCATING ALL SERVICES AND FOR MAINTAINING THEM AT ALL TIMES.
23. CONTRACTOR SHALL MAINTAIN A MINIMUM (5) FIVE FOOT CLEARANCE BETWEEN CENTER OF POTABLE WATER MAINS
AND RECLAIMED WATER MAINS WHEN PARALLEL. CONTRACTOR SHALL MAINTAIN A MINIMUM (18) EIGHTEEN INCH
CLEARANCE BETWEEN OUTSIDE SURFACE OF POTABLE WATER MAINS AND RECLAIMED WATER MAINS WHEN CROSSING.
24. ALL METER COVERS, SERVICE BOX COVERS, BLOW OFF AND VALVE BOX COVERS SHALL BE SQUARE OR RECTANGULAR
AND PURPLE IN COLOR WITH THE WORDS "RECLAIMED WATER" OR '.RCW' CAST IN EACH COVER.
25. ALL RECLAIMED WATER TRANSMISSION MAINS, DISTRIBUTION LINES AND SERVICE LINES SHALL BE DISINFECTED PRIOR TO BEING
PLACED INTO SERVICE. CONSTRUCTION SHALL BE PERFORMED IN SUCH A MANNER THAT NEW PHASES CANNOT CONTAMINATE
EXISTING PHASES ALREADY IN SERVICE. CHLORINATION TAPS AND SAMPLE POINTS SHALL BE LOCATED IN THE FIELD
BY THE PROJECT REPRESENTATIVE.
26. ALL RECLAIMED WATER TRANSMISSION MAINS AND DISTRIBUTION LINES SHALL BE PIGGED AND FLUSHED PRIOR TO BEING PLACED INTO SERVICE.
(:ITY OF CLEARWATER
DREW AND UNION STREETS DATE: AUGUST, 2003 SCALE M&C FILE NUMBER
RECLAIMED WATER SYSTEM MCE PROJ. # 00992-0084
DRAWN HORIZONTAL: DRAWING NUMBER
CONTRACT 2 BOOSTER PUMP STATIONS DESIGNED 01
CHECKED MAC VERTICAL:
PROJ. MGR. BAH NA
ABBREVIA TIONS, LEGEND STATUS: AUGUST 2003 REVISION
AND GENERAL NOTES ORe RE-SUBMITTAL
100 S. Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562-4827
rm!o7'1
-
-
-
c~
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y
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-
CLEARWATER, FLORIDJ~
100 S. Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562-4827
-.s,
~ ".'l CO"",
-6/.
DEL ORO
PROJECT
((J~:JJ
5~!P.A
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PROJECT LOCATION MAP
f_
NORTH
o 1 000
I -I
SCALE FEET
INDEX OF DRAWINGS
SHEET
NUMBER
DRAWING TITLE
COV COVER
G1 ABBREVIA TIONS, LEGEND AND GENERAL NOTES
C101 DEL ORa DEMOLITION SITE PLAN
C102 DEL ORO MODIFICATION SITE PLAN
C103 CIVIL DETAILS
C104 TEMPORARY EROSION CONTROL DETAILS
L101 DEL ORO LANDSCAPE PLAN
A 101 DEL OF'J EXTERIOR ELEV A TIONS
& CREED
2
"
C''''>~~_.~____~~
BuDding Block LaId 6. From Throat
Web Horizontal.
Roll of 12 1/2. Guage Welded
Fence, 2"x2 Mesh, a"-10"
Diameter rUled With 3. Stone.
Grovel FOler
2"x3.Perlerred
flberlo\l$ FIller Material
BuDd1ngBloc~or Drilled 2"x6.
2.x." Timber
NOTES:
1. Fiberous filler material in front of block
prevents gravel from washing into structure,
Sill
2. 2"x4" Behind block and across throat helps
keep block in place. Place in outer hole
of spacer block.
3. Bales of hay and sod, similarly placed,
may olso be used.
TEMPORARY SEDIMENT TRAP
AT CURB INLET
NOT TO SCALE
A
Disturbed Earth
2: 1 Slope or
flatter
T
~'Min.
Edge of Channels, Ditches, Swales,
Roads Side Slope, Etc.
PLAN VIEW
Earth Dike
Disturbed Earth
Edge of Channels, Ditches,
Swales, Road Side Slopes,
Etc., Undisturbed
SECTION A-A
TEMPORARY EROSION CONTRC)l
DIVERSION BERM
NOT TO SCALE
I' 3' Min. '1
Construction
Site Entrance
Paved Street
3: 1 Slope or flatter
1.0'
Grovel
Clean Out When Sediment
Is 6" Below Throat.
Leave Out Block Temporarily,
Insert Tile With Wire Screen
And Gravel filter.
l' Below Throat Min.
2 Below Throat Max
10' Min.
CROSS SECTION
Circular Shope Is Not Essential - Vary Shape To fit
Drainage Area And Terrain. Observe To Check Trap
EfficIency And Modify As Necessary To Insure
Satisfactory Trapping Of Sediment.
PLAN VIEW
TEMPORARY SEDIMENT TRAP
AT STORM DRAIN INLET
NOT TO SCALE
~
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SILT FENCE
NOT TO SCALE
Sheet floe
l
Construction
Site Entrance
Single row of bales of strow to be placed
prior to the start of rough grading.
CROSS SECTION
, . /
" '/~
~------------------------~
PLAN VIEW
TOP ISOMETRIC VIEW
TEMPORARY EROSION CONTROL
GRAVEL INTERCEPTOR BERM
NOT TO SCALE
REV.NO.
DESCRIPTIONS
DAlE
TEMPORARY EROSION CONTROL
SEDIMENT BARRIER
NOT TO SCALE
SEAL
SEAL
.
~l\H<IM&CREED
---
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442-7196, Fax: (727)461-3827
AA0002667 EB0006691
www.mckimcreed.com
" /!\'t)~, \''l :' I () N, . \.. :1:::",.
......!,..,!.\\r
'. ::.~-;'(
PLAN VJEW
Water Level During Storm
Boles of Strow
Stoked Down
8' Min.
Overflow Pipe
Sediment Trap
Earth Berm
Min. 2: 1 Slide Slope
Stabilized Slope
Splash Pad and/or StabDization
Required if Pipe Empties Into
Other Than Body of Water.
CROSS SECTION
TEMPORARY EROSION CONTROL
SEDIMENT BASIN
NOT TO SCALE
NOTES:
1. DURING THE CONSTRUCTION OF DRAIINAGE 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.
NOTE:
PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTION ACllVES 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 ALlERATION 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 DISTURBANCf: MUST OCCUR WITHIN THE BARRICADED AREA. THE FOLLOWING REPRESENTS THE COUNTYS
MINIMUM PROTECTION BARRIER SPECIFIC A TlONS:
TREES- TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPUNE 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 ALTERAllON OR CONSTRUCTION ACTIVITIES ARE
APPROVED WITHIN THE DRIPUNE,
~~p
2"x2. Stokes
1 1/2" to 2"
in the ground
THE DRIPLlNE 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 SPEClFlCA llONS 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,
Securely bound boles
required for durabDlty
ANCHORING BALES
I
I
~I
,
~I
i
I
I
-r-
i
2"x2" WOOD POSTS
SILT FENCE OR MATERIAL OF
COMPARABLE DURABIUTY
FIGURE A
FIGURE B
TREE PROTECTION
DETAILS
NTS
DREW AND UNION STREETS
RECLAIMED WATER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
DA TE: NOVEMBER, 2002
MCE PROJ. # 00992-0084
DRAWN DKM
DESIGNED DCW
CHECKED MAC
PROJ. MGR. BAH
CITY OF CLEARWATER
100 S, Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562-4827
TEMPORARY EROSION
CON-rROL DETAILS
STA TUS:
ORe SUBMITTAL
NOVEMBER 2002
SCALE
M&C FILE NUMBER
HORIZONTAL:
DRAWING NUMBER
VERTICAL:
NA
D2
REVISION
,"
#3 Bar
Cont.
1-1/2"R
1" Drop at
All Drives
.
.:t
,....
CONCRETE FILL
8" SCH 40 PIPE
GRIND SMOOTH
ALL ROUGH
AREAS AND EDGES
PAINT SAFETY YELLOW
I
,..... Base
~o .
12
~2
1. THERE SHALL BE A 1/2"
SEAL JOINT BETWEEN BACK
OF CURB AND DRIVEWAY.
2. CONCRETE IN CURBS SHALL
BE 3000 PSI.
6"
#3 Bar, 10" Long,
36" O.C.
Base
PIN / DOWELLED CURB
CONSTRUCTION JOINT
PERMITTED (TYP)
C
VALLEY GUTTER CURB
O'
I~
":.::t-2
C
3
0.40 YD. CONC. MIN.
(2500 psi)
r- 1-3/4"R
9"/
Base
2'-0"
MIN,
DIA.
BOLLARDDET AIL
MEDIAN CURB
NTS
CURBS
2" MESH, 9 GAUGE
WI ALUM. FINISH \
,.
'2' OPENING
r 5/8" DIA. TRUSS ROD
I'
I
NOT TO SCALE
::
o
I
0>
S"R (
.
'0
I
(0
. // y/ y/
. /,;( /.('v/(v /
Y-" ''A'\. ",,,
<:/. / /,
TURNBUCKLE
PROVISION FOR
PADLOCK
~-t -l W-2"
, .
LIMITS OF CONCRETE SWALE
LIMITS OF PAY QUANTITY
DOUBLE GATE DETAIL
NTS
.
. ,
. .. ..' '",..
.. '. ''"..
SECTION A-A
NOTE:
NORMAL TYPE I CURB
SECTION - SEE INDEX 1 01
PLAN
2'-8"
1'-4"
.
C'l
.........
'I
f'o..
SUBJECT TO CITY ENGlNEER'S APPROVAL.
TO BE USED ONLY IN UNIQUE SITUATlONL
J
~
. '
, .
. .. w" ... . ..' ..... .".. . .. . .-r-.. ............. ~ ...
~ .' :.' . ..' : .. '. :.' . '. .l
.. ....' ...... ........ .
SECTION 8-8
.
.....
r
.
~
.....
I
f'o..
SECTION C-C
CONCRETE SWALE I VALLEY
CURB GUTTER DETAIL
NOT TO SCALE
REV.NO,
DESCRIPTIONS
w
z
NA TURAL -l 2.5'
GRA7 . TYP
n.
0
0:::
n.
S==2.0%
4' 6
~
l.J...O
o~
(f)~
.-(f)
-z
~O
4: '\ -l 0
MAX
12'
4'
4'
4'
-
-'
-
"-
~.
~4.~
~ARIESI
SEE PLAN
6" THICK 3,000 PSI CONC.
REINFORCED W /6"x6"W1.4xW1.4
WIRE FA8RIC T&8
TYPICAL
SECTION A:C102
,",
SEAL
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442-7196, Fax: (727)461,-3827
AA0002667 EB0006691
DAlE
www.mckimcreed.com
4" 0.0.
HINGE POST
CTYP. )
NA TURAL
GRADE
4"x4" WOOD POSTS
, ~ 2"x4" WOOD RAILS
~~~~ ~, H .~~~~
PLAN
1 6 P T WOOD 2 4 P T WOOD
~
to
I
L.()
,wi . r X .
1/2" SPACING HORIZ. RAILS
,
- -
i'
I- -
~ r--
,
,
l- I...
\L ,1--, -J; '\~ J; \1/ _\l; _\l; -- -, \1/
I" "1 L':
) 4x4 P.T. WOOD {, :' ':~
( ,', ., I
,',~' POSTS SET IN CONC. ': ~
MAX. 8' O.C.
~
to
~ """
I
~
r-
~
~
CX)
-----
f- 12"
3000 P.S.1. CONC.
FOOTING. SLOPE
CAP TO ORAl N
/ PROPERTY UNE ~
12'-0"
NOTES:
1. ALL HARDWARE TO 8E HOT DIPPED GAL VINIZED.
2. ALL WOOD TO BE #2 SOUTHERN YELLOW PINE
PRESSURE TREATED FOR EXTERIOR USE FOR
BELOW GROUND CONTACT (POSTS).
ELEVA TION
4" GEO WEB
4'-0"
WOOD FEN CEO ET AI L
NOT TO SCALE
'0
I
N
37
36
=
to
I
.
,....
('oj
~
~
.. PLAN
NOfDH
4" GEO WEB
2'-0"
4'-0"
4'-0"
2'-0"
SECTION
WEIR DETAIL
CITY OF CLEARWATER
DREW AND UNION STREETS
RECLAIMED WA TER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
DA TE: NOVEMBER, 2002
MCE PROJ, # 00992-0084
DRAWN DKM
DE~GNED DCW
CHECKED MAC
PROJ. MGR. BAH
'00 S. Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562-4827
CIVIL DETAILS
STATUS:
SCALE
M&C FILE NUMBER
HORIZONTAL:
AS SHO'WN
VERTICAL:
NA
DRAWING NUMBER
D1
REVISION
ORe SUBMITTAL
NOVEMBER 2002
OVERHEAD COILING
DOOR
I
, I"
,I' ,
.1 ..
, ,I "
I"
CONC. PIPE
SUPPORT
REV.NO.
~
, '['
.' 'I'
, I'
i .
~-
~
~-
B
"
\
-fY.
o@):
/
/
/
/
/
/
/
k.es r--
1 - SeU-TH ELEVATION
SCALE: 1/4" = 1'- 0"
"
"
"
\
GABLE VEN T
ASPHALT SHINGLE
ROOF
12
4 L-----::
ALUM. GUTTER &
DOWN SPOUT
SYSTEM
ASPHALT SHINGLE
ROOF
ALUM. GUTTER &
DOWN SPOUT
SYSTEM
STUCCO FINISH
, , ,
, ',WALL LIGHT ',' " "
,,~ACK.TYP~
STUCCO FINISH
4'~4' ACOUSTiCAL.." '
LOUVER
METER
, , '
.,' .
/ "
I "
I "
/ "
/ "
/ "
/ ", '
" '
AC UNIT
, '" /
"'", \@O 0
\
\
'I'
\
\
\
\
/
I
/
/
/
/
/
/
~-
~
~
~
~
~
<iv ~ JL
2 - EAST ELEVATION
SCALE: 1/4" = 1'-0"
GABLE VEN T
,.: .
AC UNIT
*?cr ~ ~f---
3 -cN8RTH ELEVATION
SCALE: 1/4" = 1'-0"
DAlE
-
-,
. ASPHAL T SHINGLE
ROOF
ALUM. GUTTER &
- DOWN SPOUT
SYSTEM
\ {
: : ..
" " "
" STUCCO FINISH
4'x4' ACOUSTICAL - V
"
..
: " : LOUVER ,V
,-
.. METER
- " "
..
"
\ " .. :
" .--.. : 16" RECLAIMED
" {-,.;;.." WATER MAIN
'- " \ u { " -.. "
"
.. \ "---"
" , \ -
',.; " .. .- \
@/ ,',
, 0 II II 11 II H
, - - - - -
I / ..J..L ..J..L ,.n. ,.n. - - ,.n.-
" .,
/
/ '. " .. '~"
/
" " /
..
/ '-
.. /
,- " \
I
~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ V
~
~ ~
CONC. PIPE
ASPHALT SHINGLE
ROOF
ALUM. GUTTER &
DOWN SPOUT
SYSTEM
STUCCO FINISH
16" RECLAIMED
WA TER MAIN
AC UNIT
------.......
CONe. PIPE
SUPPORT
~L~~
4 - ,WeST ELEVATION
SCALE: 1/4" = 1'-0"
SUPPORT
~
SEAL
SEAL
SCALE
M&c fiLE NUMBER
DREW AND UNION STREETS
RECLAIMED WATER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
DEL ORO
DA TE: NOVEMBER, 2002
MCE PROJ. # 00992-0084
DRAWN JZM
DESIGNED DCW
CHECKED MAC
PROJ, MGR, BAH
HORIZONTAL:
1/4" = 1'-0"
VERllCAL:
NA
ORA WING NUMBER
A101
CITY OF CLEARWATER
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442-7196, Fax: (727)461-3827
AA0002667 EB0006691
100 S. Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562-4827
STATUS:
ORe SUBMITTAL
NOVEMBER 2002
REVISION
EXTERIOR ELEVATIONS
www.mckimcreed.com
NOTES:
1. PLANTING BEDS TO RECEIVE WEED BARRIER FABRIC.
I~
SPREAD
~
MURRAYA PANICULATA I
/ (38) ORANGE JASMINE i
.. '" 3 GAL, 24"-30", 36"OK I
'It - 'V .. 8IIr n.. 'YT1 , ~ ell _____ ,e. {W .. "' .....---...". OM CI'P J' j"
_____h______ r-+T i:_'\. ,,-9' / ./ .. .. .. J... .
--------;, -- -- -- -:c--.:.h -- ------- -- -- _ ____~ -::::::::I:%l.'SI!!:!Ji. pf(UPERrr UNC:* .. '" .. '" .. - . .... y.....
//~ 1 r~r If" / 7J 7 rzf" ~ Y 7''' ,,- . . . . ". ;;. .-----:---~-- ~~,-~~ -- -- ---- -- -- -- ----=-~---------
FC!r~ 1/2"PLS742 ------- "-)~~")l, ~l,u'lQ';,..A"I"/"{i;2~--l,~I--~...L;l)~r~r ~-o -1 I~1~1"',~l~r.r"'I"'Y"'I"'~"'~ Y...l...~~Y...Y...~ 'yy ~yyy ~-----x~~
F(\II-' 1//" -""' r' ,-' I,r '---{~-~ ::::~~ ~'- ~'- ~'- "- '- '- ~ ~"''I:,,\"~ ~ ~-'Y-~' ---- --"'-' ~__~ ~ ' X - X- .... ~' (\
v, f\ I / 2 I 1.1 Eel B u~. " '- J- ~ ....... "- ....... "- ~ ~ ....... "- ....... "- ....... "- ,,-"- ,,-"- ,,-"- "- '^'- ",-"- ,,-"- "-~ ,,-"- ,,-"- "- "- "- "- "- "-~"-~"- A "- "- '-- "- '- "- '- "- '-"l.~> "- '- "- '- "- '-- "- ~ ~~ "- ~ "- i ""~'
O .11' l r 9 ' ,- , r....... '- '- y ..L. '- '- '- "- "- "- "- "'- "- "- ~ ~ ~ po "- "- "- "-m^ "- "- "- - ~ "- "- "- "- "- "- "- "-~ " .)
:), 'I] 0 - L )"-."- ,,-"- "-~", J:,.r;,;<' ,"'A"'\."- ,,-"- ,,-"- ,,-"- ,,-"- "-..."- ,,-"- ,,-"- "-."- ,,-"- "-~ -'<... ,,",,-L--("- ,,-"- ~ "- ~ "- ~ ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- "-..."- ~"-J
- ,,-"- "- ' ,/1 :<f"- i -k "- ""' "- . ~ ~ "-- f ....... "- ......."'i- ....... "J' ....... "- ""' l'- ""' 'f.- ""' "- - -J"- ""' r~ "- "- "- "- "- "- "- "- "- "- "- ,I, '
\ "- "- ~-';"x;;f ~~ "- ~"'\. ,,,,,"- "- '1" -J,,- "- 1.. 'r-- -L "-"""-l' ~ ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- "-"-... ' '~ EXISTING FENCE-
I 1"-- "- "- >t ~ "- "-.... '-...- ~ "- "- . '- ~ "- "-,' ~ f-.... ',,- "-.:: - ~ ~ , '/ "- "- "- "- "- "- "- "- "- "- "- "-
- '\.."-~"- '\.. '\.."- '\.."- '\.."- '\.."- '\.."- , "-- '\.."- '\.."- \.."- '\.."- '\.."- f'\. "-- '\.."- '\.."- -... I \ ~ '\.."- 7' '\.."- '\.."- '\.."- "- '\.."- '\.."- " " ::... ~ " " - "-
.' If' \ "- "- ,,-"- ,,-"- ,,-"- ....... 1"-. "- "- ~ "- -I
'Ix ~f'-- ~ :"-. ="- "'- "'- "- "- ---..;: "- '/
I - "- 'T~ ,M: }.'~~ -. "-..... ,,-"'- ,,-"- ,,-"'- "- ;::--
j "- - ~ . x ~ ',< '<... .... "-.: .... "- .... ~ - , i"- "-- "'- "-- "-=
I X >{, · "f' / ' J · ,,-"- ,,-"- ,,-"- ,,-"- -
I'" k. 't. ;'.( / 7 0. (, i'-..."- ",-"- ",-"-- ",-"- ........-j
x ~ - (, ,,-"- ,,-"- "-"-1
II x ~ It> to- "'-."'- ,,-,,-"-- ,,-,,-"- ,,-,,-"- ~ ~<J".
, ' ~ ~ ~~[;, ~ ,,-,,-"- ,,-,,-"- ,,-,,-"- ..;:;- :':)
I l)~ " ~~., . iW) "-, "- ,,-"- ,,-"-1
, ,,) ~eJr [;, "- "- "- f
,:' ""'~ )-" ~ /' l' ~ EXTERIOR MOUNTED "- ;:-"- "-"-::;"-......
, "'K-l: 'eLF / IRRIGATION CONTROLLER\ 0,-'-'-,-'-'-
~Ii ~}(~. : b · ~ \ ~ ~ )
~ I'l~ )c~ 0- \ ( ( y y y y y y y y y y y y y y y y y ), I L-J I ". I "- ,,-"- f ")") 0
~ ' r "-~ .J. .J. .J. .J. .J. .J. .J. .J. .J. 1.x .1 -1 "..I." -.x .J.. A. \. 'I ~ L/ ~ '---J '- "-' ")~'
~: )c~0- "- ~,~ [;, ~ [;, ~ 0. l-> \ ~"-~
t)::: I ~,"- ~ to. D ~<0 ~ '--
~ I )c H 0-"- --..2' \ . .. D [;, ~ ",,\)' ~ _ . ~ ~C0
<: " "- ~ "- '-- "- '-- "- "- "- "- "- "- "- "- ,,-'\X. "- "- "-""-.: "- ~ "- "- "- "- "- '-- "- "- '-- y'--""'" ~:':>\)'
~ ~ "'" "- "' '\L ~ I'- "- "- "- "- "- "'- "- "- "- "- "- "- "- "
TREE NOTES: x ,. 0 ~ ~ [;, ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ~ \
l.,j :, "-, L<:. "- "- "- ...... ::"-.. "- "'- "- "- "- "- "- "-....... - \ \~
1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. II )c ,,-"- -; X~ I"- ,,-"- "- "-"""\:.. "'\.. ,,-"'- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,Y \\
2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. . 1"-, ~ ":LY. ~ "- "- "- "- "-. "- "- "- "- '- ,,~ ",Ix
: "'" -.............. : A...~ >!.~IAY :"-....... ....... "- - "- - "-....... ....... "- ....... "- ,"- ....... "---..::>-- --------- JASMINIUM VOLUBILE '\\ ""~'
3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK. I" '- '- ~ ,7- " ~ 1- "- '- "- '- '- "- '- , "",,, '-..... \ \ .)
4. REMOVE ALL STRAPS, ROlPES, WIRE, &/OR STRINGS USED TO UfT THE ROOTBALL. I'-. -v: to- "- "- ,,-"- "-, ~ ,,-"- "-Ix......> CON C (18) WAX JASMINE \\\ ~
5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL. l)c - "-"-"-...... '-- "-"-....... r.:, ~ D.;:-.;::1"- ,,---; ,,-,,-"- ,,-,,-"- ::--"-,~ "'.... '-...: 3 GAL, 18"-24", 30"OK \ DEL Q
6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE. I ,,-"- ,,-"- "- ,,-"- ~ - "- ,,-"- -...2' ,,-"- ,,-"- \ \
, , z .l)c - ,,-"- ...... '-- "-"-...... I ~ I"- ~ -0"- ,,-"- "-"-........ ~ <:'- '" \ \ (TYP)
! \ 8 I I'~ "'''-'''l ,,-"- ,,-"- "- I I "-"-......~ -;:- ,,-"- "- -0 ,,-"- \\ PARK //
! \ 2 - TREE PLANTING DETAIL I ~ "- "-- ,,-"- I ~ "- -0 ,,-"- ,,-"- "- "'-" \ \ /
:: I"~ ,: :1 ~,..,..~ ~ "- --..2' ...J ,,-"- ...... ~ ~ ~ ,,-"-""":= -...2' ,,-"-/ \ //
'\ "" ~ I NOT TO SCALE SYAGRUS ROMANZOFFIANUM 1:1 >) ...... ~ ,,-"- r.:, I"- "- -0 ,,-"- '\.."- ,,-"- ~ -..., CONC \ \ v
W : ~,I I .I ' ~ '- ...... "- "- ~ "- "-.... ~ ........ ,,-, \ ")'0'? I"-
- '\ \ ~) ~_ (3) QUEEN PALMS, :j Z;" 24' ~'- ,,--"- to. (, ~ ......"'- ," ,,-"- ,,-" ,,-"- ",-"- HANDBALL COURTS \ /
~~O; I"~ \, I '\,'\, \ 18' -24' C.T. (SEE PLAN) I~ ~~) -~ ~ ,,-"- ...... ,,-"- ,,-"- ~ ,,-"- ,,-"- ~....... "- \\ //
: : ~ ' ~. :::- ,,-"- ;:- ,,"- ," I"- ,,-"- -...2' ,,-"- "","'- 8" MASON R7 '\\ /
: \ I i I~ "- ...... to. "- "- "- "- "-.... "'-.' WALLS \ / /
:: \ : I D ")'0^:- / / ~ /
\ \ l :, ) 8'-+- ':"~"- ...... ~ ,,-"- ,,-"- ,,-"- ,,-"- ""-."- "- ---...J '\ x / / /
i \. ---- -Z.,o ) -; lit J)... ~ ~"'- ""'-': .::'- ~i'- '-.("- ,-,-'- '-.( ,-0 ~ ,-'-I \ /' / '/'/ /
\ \ I iii? =>>\: ~., ,,-"- "- to. ",-"- ~ ~ "- ,,-"- ~~" 0~ / / /
: : I I m ~ 'N/' ~ ~~ ,,-"- I"- ~ -0 '- ,,-"- -0 '- ,,-"- ~x ~ / / /
\ : I I ")~ ~~ ~ x>a ~ -l ~"-; ...... "- "- ~ "- "- "- ':)~' / / /
':, :', ! ~. X III.~). ~9/ ,,-"--. [::> .;:- " '- ,"-. '- ,,-"'- ,,~ ~~ ~ '0'\- ~ X / ~ /
ASPHALT PAVEMENT (~_____________ _ OOA36" , I. ,-472 )0'1:,,;j), to. ,,-"-,,-"-~,,-"-,,-"-,,-"-, "- _")~' ")'0'1 ~/
____ ____ \ \ - - '~ '-:'~Y;'_' -=--~..-:~_;.:.... · -;---;---.-;'~"~- ._{; .i:. .--:..'~ ::.:. ~--=-;-=.~.~ I .<'..." -Y~ " .::'-~ '-,-'- ~,-,-'-~r v>. '-~1 ~ .....'0 r TREE CANOPY Ii /"//""
',! II l~-rrh.G~.'.'.i.~.I.l-.l-.l-.f.-l.-l.l.r"T'""J! ~~~ 1\ .::'-~~~,-'-~y~~0~~' ,,~ I />;<, "
.: .', '-" '- ,'- ..""xx~~~ 'C ....,....~'-....,.~, ~,~~ ~ ~""'~~~~~ y,- ~--;;.~' b ' ,-'- ~ -'-~"- ,,-"- "-.... /~' 1// ,," //
\ \ to. \ r.:, ~ ~ ~ \ '- ~ r.:, ~'!v ~~ q I [;, ~ ~'~ (, · r.:, D r.:, ~ ~.;:: ,,--" '- ,,--"- '-.;:: '--~6.i ( '\ I // "",, /; /
: : ~ . D X X '-.l r.:, ~' D [;, ~ ....... "- I'- "- ~ "- ....... "- ,,"'- ~ ,<>'0 ")'0' ;1// "" / /
\ \ to. . _ D r.:, ~ ~ to- X ~ D b (II"- '- ........1 '- ,~I'-- '- '- .... '- ,"" ")~' X / ,,/V'
:,:, I'. " .(l ~ ~ ~ to. "- """'~~"- " "- "- /1'/ " //16"W
16"W
: : r.:,.../ ~ ______ ___ G '-l ^ "- I D ;:- ......]'\..,,,1"- ......1"-"- ~~"- r::-- .'. \ "),<>'?") ./;:;;.'" 'f // /
~'" '" ..:;. cf? ~ Y I % ~~ ~ "- '- "- '- "- '- "- '- "'- '- "- ~ "- '- "- --..;;:: "- '- "- ~ '- "- '- "- '- "- '- "- '- "- '- "- '- "- '- "- '- "- '- "- '- "- '- "- '- "- '- "- '-- "- '-- "- '-- "- '-- "- '-- "- "-- "- ~ --.......: I (!. to- ,,-"- ,,-"- ~ "- ," .;:: "- '$:) x ~O OA 48" ./ ~ ./ ") i -:;/ /
~ 'x )i( l'- "- "- -::-.""-."- ,,-"- ,,-"- ,,-"- ,,-"- "-~ .........."- ,,-"- ,,-"- "- ~"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,--"- ,,-"- ,,-"- ,,-" ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- ,,-"- "-~ "- ......"'- ,I"- ~ "- "- "- ~ \ /,"" /
I/"' ,~ : I D "- " ,~ ....... ....... ....... ....... ....... -", ....... ....... ....... ......''''...... ...... ........ ........ ........ ...... ........ ........ ....... ....... ....... ....... ....... ....... ....... , ""' ""' ....... ....... "- ~ / I"- "- "-............. \ '- "-...... ")'<> ./ ./! x /
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Fax: (727)461-3827
HORIZONTAL:
DRAWING NUMBER
100 S. Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562-4827
DREW AND UNION STREETS
RECLAIMED WATER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
DEL ORa
DA TE: NOVEMBER, 2002
MCE PROJ. # 00992-0084
DRAWN DKM
DESIGNED DC\V
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M&C FILE NUMBER
CITY OF CLEARWATER
VERTICAL:
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L101
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CITY OF CLEARWATER
601 Cleveland Street, Suite 205
Clearwater, FL 33755
Phone: (727)442-7196, Fax: (727)461-3827
AA0002667 EB0006691
100 S. Myrtle Avenue
Clearwater, Florida 33756
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SCALE FEET
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www.mckimcreed.com
CITY OF CLEARWATER
SEAL
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1 00 S. Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562-4827
DREW AND UNION STREETS
RECLAIMED WA TER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
DEL ORO
DEMOLITION
SITE PLAN
DATE: NOVEMBER, 2002 SCALE M&C FILE NUMBER
MCE PROJ. # 00992-0084
DRAWN DKM HORIZONTAL: DRAWING NUMBER
DESIGNED Dew ," = 10'
CHECKED MAC VERTICAL: C101
PROJ. MGR. BAH NA
ST A TUS:
DRe SUBMITTAL
NOVEMBER 200-2
REVISION
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STORM SEWER MANHOLE
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MITERED END SECTION
SANITARY SEWER MANHOLE
CLEANOUT
AIR RELEASE VALVE
GATE VALVE
BUTTERFLY VALVE
CHECK VALVE
REDUCER
SOIL BORING
GAS METER
TELEPHONE MANHOLE
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CABLE TV BOX
ELECTRIC BOX
ELECTRIC MANHOLE
LIGHT POLE
UTILITY POLE
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BRUSH LINE
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FENCE
UNDER DRAIN
STORM DRAIN
SANITARY SEWER
FORCE MAIN
RECLAIMED WATER
POTABLE WATER
RAW WATER
GAS
ELECTRICAL
OVER HEAD TELEPHONE
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HT
HU
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HDWL
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SEAL
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GENERAL ABBREVIATIONS
AT
ACRES
ABANDONED
ABOVE FINISHED FLOOR
ALUMINUM
ANCHOR
APPROXIMATE
ASPHALT
AVENUE
BUILDING
BOULEVARD
BENCHMARK
BOTTOM
BEARING
CENTERLINE TO CENTERLINE
CONDUIT
CATCH BASIN
CHECKERED
CIRCLE
CHAIN LINK FENCE
CEILING
CENTERLINE
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
CLEAN OUT
COLUMN
CONNECTOR/CONNECTION
CONCRETE
COPPER
CONSTRUCTION JOINT
CONTRACTION JOINT
CONTINUOUS
DEEP/DRAIN
DOUBLE
DEMOLITION
DIAMETER
DIMENSION
DUCTILE IRON PIPE
DESIGN HIGH WATER
DISCHARGE
DESIGN LOW WATER
DOWN
DOOR OPENING/DISSOLVED OXYGEN
DRIVE
DRIVEWAY
DRAWING
EACH
EACH FACE
EFFLUENT
EXPANSION JOINT
ELEVATION
ELECTRICAL CONDUIT
EQUIPMENT
AND SO FORTH
EACH WAY
EXHAUST FAN
EXISTING
EXHAUST LOUVER
EXPANSION
EXTERIOR
FLOOR BOX/FOUNDATION BEAM
FOOT
FOUNDATION
FLANGE
flOOR
FLOOR DRAIN
FORCE MAIN
FIBERGLASS REINFORCED
PLASTIC PIPE
FINISHED FLOOR
FOOTI NG
GALLON
GALVANIZED
GUARDRAIL
GENERATOR
GRATED INLET
GALLONS PER MINUTE
GRATING
GALVANIZED STEEL
GRADE
GUY WIRE POLE
HOSE BIBB
HOLLOW METAL
HORIZONTAL
HORSEPOWER
HEIGHT
HEATING UNIT
HEAT1NG/VENTILATION/
AIR CONDITIONING
HIGH WATER LEVEL
HEADWALL
HANDRAIL
INCH
INVERT
IRON PIN
IRON ROD
INSIDE DIAMETER
INFLUENT
INT
INV
IP
J.B.
JT.
LG
L.L
LLV
LN.
LP
LT
LTG
LWL
MAX.
MB
MCC
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MFR
MH
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NO
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R/W
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SPRK
SQ.
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SW
S/W
SYM.
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TEL
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TOS
TP
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VERT.
W
W/
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W.L.
W/M
W.M.
W.P.
W.S.
WTR.
INTERIOR
INVERT
IRON PIN
JUNCTION BOX
JOINT
LONG /LENGTH
LIVE LOAD
LONG LEG VERTICAL
LANE
LIGHT POLE
LEFT
LIGHTING
LOW WATER LEVEL
MAXIMUM
MAILBOX
MOTOR CONTROL CENTER
MITERED END SECTION
MANUFACTURER
MANHOLE
MINIMUM/MINUTE
MECHANICAL JOINT
MASONRY OPENING/MOTOR OPERATED
MONUMENT
NORMALLY CLOSED
NATURAL GROUND
NORMALLY OPEN
NUMBER
NOT TO SCALE
NORMAL WATER LEVEL
DIAMErER/PHASE
ON CENTER
OUTSIDE DIAMETER
OPENING
OPPOSITE
PUMP CONTROL PANEL
POLYETHYLENE/PLAIN END
PROPERTY LINE
PLACES
PANEL
POTABLE
POWER POLE
PROPOSED
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
PLUG VALVE
PAVEMENT
QUANTITY
RADIUS/RISER/RELAY
RADIUS
RETUR'~ AIR
REINFCRCED CONCRETE PIPE
ROOF DRAIN
REFERENCE
REINFORCED/REINFORCING
REQUIRED
RESTRAINED
RIGHT
RIGHT OF WAY
SANITARY
SCHEDULE
SECTION
SINGLE.:
SIGN
SPECIrICATION
SPACING
SPRINKLER
SQUARE
STAINLESS STEEL
STREEr
STATION
STANDARD
STEEL
STRUCTU RAL
SWITCH
SIDEWALK
SYMMETRICAL
TOP OF BANK (DITCH)
TOP & BOTTOM
TELEPHONE
TEMPORARY
THICK
TOE OF SLOPE (DITCH)
TANGENT/TURNING POINT
TYPICAL
UNDERGROUND GAS
UTILITY POLE
UNDERGROUND TELEPHONE
VARIES
VERTICAL
WIDE FLANGE/WIDE/WATT
WITH
WATER LINE
WATER LEVEL
WATER MAIN
WATER METER
WEATHER PROOF
WALL SLEEVE/WATER STOP/
WATER SERVICE
WATER
PIPING ABBREVIATIONS
ABANDONED
CLEANOUT
CORPORATION
CHECK VALVE
DUCTILE IRON
DIAMETER
DUCTILE IRON PIPE
ELECTRICAL
EXISTING
FIRE HYDRANT
FLANGED
GATE VALVE
HB
MH
MJ
PE
PS
PVC
RED.
SCH.
SS
TaR
UE
VERT.
HOSE BIBB
MANHOLE
MECHANICAL JOINT
PLAIN END
PUMP STATION
POL YVINYLCHLORIDE
REDUCER
SCHEDULE
STAINLESS STEEL
TO BE REMOVED
UNDERGROUND ELECTRIC
VERTICAL
,'J)
www.mckimcreed.com
Fax: (727)46'1--3827
GENERAL NOTES
1. ALL ELEVATIONS SHOWN ON THE PLANS ARE BASED ON THE CITY OF CLEARWATER BENCHMARKS AND ARE
RELATIVE TO NGVD 1929.
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXIS11NG UTILl11ES, STRUCTURES, AND OTHER FEATURES ARE SHOWN
TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO
BE ABSOLUTELY CORRECT. THERE MAY BE OTHER IMPROVEMENTS, UTILITIES, ETC. WHICH ARE WITHIN THE PROJECT
AREA AND WHICH HAVE BEEN INSTALLED AND CONSTRUCTED SINCE THE PREPARATION OF THESE PLANS. THE CON-
TRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING
UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS) AFFECTING HIS WORK.
3. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE
AND EXTENT OF THE EXISTING CONDITIONS WHIICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. ALL CON-
TRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGA 11 ON NECESSARY TO DETERMINE THE
ACTUAL CONDITIONS THAT WILL BE ENCOUNTEIRED.
4. THE CONTRACTORS' ATTENTION IS CALLED TO THE FACT THAT THERE WILL BE SOME UTILITY CONFLICTS. IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO LOCATE AND PROTECT ANY AND ALL EXISTING UTILITIES ON THIS PROJECT.
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS BETWEEN DRAWINGS AND ACTUAL
CONDITIONS ARE DISCOVERED.
6. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS U11LlTY COMPANIES IN ORDER TO
PERMIT THE LOCATION OF EXISTING UNDERGROUND U11LlTIES IN ADVANCE OF CONSTRUC110N. CONTACT UTILITIES
NOTIFICATION CENTER AT 1-800-432-4770.
7. THE CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, STABILIZED EARTH, CURBS, DRIVEWAYS, SIDEWALKS,
FENCES, MAILBOXES, SIGNS, LANDSCAPING AND OTHER. IMPROVEMENTS WITH THE SAME OR BETTER TYPE OF
MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER.
8. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES
DURING ALL PHASES OF CONSTRUCTION.
9. CONTRACTOR SHALL PROVIDE ALL WARNING SIGNALS, SIGNS, LIGHTS, AND FLAGMEN AS REQUIRED BY F.D.O. T. IN THE
"MANUAL ON TRAFFIC CONTROL & SAFE PRACTICES." CONTRACTOR SH.A.LL PROVIDE A CERTIFIED WORK ZONE TRAFFIC
CONTROL SUPERVISOR AT ALL 11MES WHILE WORK IS BEING CONDUCTED.
10. CONTRACTOR SHALL MAINTAIN AT LEAST ONE ACCESS ENTRANCE TO COMMERCIAL PROPERTIES AT ALL 11MES.
11. CONTRACTOR SHALL MAINTAIN A SET OF PLANS WITH CURRENT FIELD CHANGES MARKED THERE-ON AND SHALL
DELIVER THESE PLANS TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. FINAL PAYMENT SHALL NOT BE
MADE UNTIL THIS REQUIREMENT IS SATISFIED.
12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS AND CITY OF
CLEARWATER CONSTRUCTION STANDARDS.
13. ALL TEES, CROSSES, BENDS, PLUGS, CAPS AND OTHER FIT11NGS USED FOR BOTH THE DUCTILE IRON AND PVC PIPE
SHALL BE COMPACT DUCTILE IRON MECHANICAL JOINT FITTINGS.
14. ALL MAINS SHALL HAVE A MINIMUM COVER OF 30" BELOW EXISTING GRADE/PROPOSED GRADE UNLESS OTHERWISE
NOTED.
15. ALL CONCRETE THRUST BLOCKS INSTALLED FOR TESTING PURPOSES At-n NOT REQUIRED FOR THE OPERATION OF
THE PIPELINE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE.
16. ALL TEST POINT TAPPING SHALL BE CUT LOOSE FROM THE CORPORATION STOP AND COMPLETELY REMOVED AND
DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. TH[ CORPORATION STOP SHALL BE CAPPED AND
REMAIN IN PLACE.
17. WHERE IT IS NECESSARY TO DEFLECT PIPE EITHER HORIZONTALLY OR VER11CALL Y, PIPE JOINT DEFLECTION SHALL
NOT EXCEED 75% OF THE MANUFACTURERS' RECOMMENDED DEFLECTION ANGLE.
18. SHOP DRAWINGS SHALL BE FURNISHED TO THE ENGINEER FOR APPROV.\L OF ALL PIPE CONNECTIONS, TRANSITIONS,
AND SPECIALS PRIOR TO FABRICATION OR DELIVERY TO THE JOB SITE.
19. ALL HDPE AND C-900 PVC PIPE SHALL BE INSTALLED WITH AN I NSUL.;\ TED 12 GAUGE A. W.G. SOLID STRAND
COPPER WIRE ALONG ITS PERIMETER AND A TfACHED TO ALL VALVES AND FITTINGS.
20. ALL HDPE METAL POLY AND PVC PIPE FOR RECLAIMED WATER SHALL I:JE COLORED SOLID PURPLE.
21. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE ENCLOSED IN A POLYETHYLENE WRAP COLORED SOLID PURPLE,
OR WHITE WITH CONTINUOUSLY REPEATED PURPLE LETTERING AS FOLLOWS, "RECLAIMED WATER - DO NOT DRINK".
22. EXISTING POTABLE WATER SERVICE, SEWER SERVICE, TELEPHONE SERVICE, POWER SERVICE, AND CABLE TV SERVICE
LINES TO INDIVIDUAL PROPER11ES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR FIELD LOCATING ALL SERVICES AND FOR MAINTAINING THEM AT ALL TIMES.
23. CONTRACTOR SHALL MAINTAIN A MINIMUM (5) FIVE FOOT CLEARANCE BETWEEN CENTER OF POTABLE WATER MAINS
AND RECLAIMED WATER MAINS WHEN PARALLEL. CONTRACTOR SHALL MAINTAIN A MINIMUM (18) EIGHTEEN INCH
CLEARANCE BETWEEN OUTSIDE SURFACE OF POTABLE WATER MAINS AND RECLAIMED WATER MAINS WHEN CROSSING.
24. ALL METER COVERS, SERVICE BOX COVERS, BLOW OFF AND VALVE BOX COVERS SHALL BE SQUARE OR RECTANGULAR
AND PURPLE IN COLOR WITH THE WORDS "RECLAIMED WATER" OR "RCW" CAST IN EACH COVER.
25. CONTRACTOR SHALL FIELD VERIFY AND IDENTIFY ALL DIRECTIONAL BORING PITS TO MAINTAIN A MAXIMUM DEFLECTION
ANGLE NOT TO EXCEED 75% OF PVC OR HDPE PIPE MANUFACTURERS' RECOMMENDATIONS.
26. ALL RECLAIMED WATER TRANSMISSION MAINS, DISTRIBUTION LINES AND SERVICE LINES SHALL BE DISINFECTED PRIOR TO BEING
PLACED INTO SERVICE. CONSTRUCTION SHALL BE PERFORMED IN SUCH A MANNER THAT NEW PHASES CANNOT CONTAMINATE
EXISTING PHASES ALREADY IN SERVICE. CHLORINATION TAPS AND SAMPLE POINTS SHALL BE LOCATED IN THE FIELD
BY THE PROJECT REPRESENTATIVE.
27. ALL RECLAIMED WATER TRANSMISSION MAINS AND DISTRIBUTION LINES SHALL BE PIGGED AND FLUSHED PRIOR TO BEING PLACED INTO SERVICE.
CITY OF CLEARWATER
DREW AND UNION STREETS
RECLAIMED WATER SYSTEM
CONTRACT 2 BOOSTER PUMP STATIONS
100 S. Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562- 4827
ABBREVIATIONS, LEGEND
AND GENERAL NOTES
DA TE: NOVEMBER, 2002
MCE PROJ. # 00992-0084
DRAWN DKM
DESIGNED DCW
CHECKED MAC
PROJ. MGR. BAH
STATUS:
SCALE
M&:C FllE NUMBER
HORIZONTAL:
DRAWING NUMBER
VERTlCAL:
NA
G1
REVISION
DRe SUBMITTAL
NOVEMBER 2002
OBSOLEIE
CLEAAW A TER, FLORIDA
100 S.Myrtle Avenue
Clearwater, Florida 33756
Phone: (727) 562-4827
:;est Copy
Available
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SHEET
NUMBER
COV
G1
C101
C102
L101
A101
01
02
DEL ORO
PROJECT
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SCALE FEET
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INDEX OF DRAWINGS
DRAWING TITLE
COVER
ABBREVIATIONS, LEGEND AND GENERAL NOTES
DEL Or'( DEMOLITION SITE PLAN
DEL or<o MODIFICATION SITE PLAN
DEL 01<,,1 LANDSCAPE PLAN
DEL OF~O EXTERIOR ELEVATIONS
CIVIL DETAILS
TEMPORARY EROSION CONTROL DETAILS
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