FLS2004-12078 (2)
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SCALE: //4"=1'0"
MATERIALS
r f'c precast lintels = 3500 psi.
2. f'c prestressed lintels = 6000 psi.
3. f'c grout = 3000 psi wi maximum J18' aggregate.
4. Concrete masonry units ICMU) per ASTM C90 wi
minimum net area compressive strength = 1900 psi.
5. Rebar provided in precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade
270 low relaxa/ion.
7. 7/J2 wire per ASTM A5/0.
8. Mor/ar per ASTM C27'0 type M or S.
5/8" TYPE "x"
EA. SIDE,
2X4 BLOCKING
EA. SIDE.
2X6 FRAME WALL
( NON-BEAR/NG WALL)
PRECAST 'U" LINTEL WI 1-#5 CONT. IN
3000 PSI CONC. @ OPNGS. 6'-0" 8 OV E
PRECAST "U" LINTEL ALL OPENING
UNDER 6'- "
- HURRICANE ANCHORS ITYP.J
PLlCES 25" MIN.
LAP fACI 5J0) 10"
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ALUM. FASCIA
R-J0 BLOWN 0 BATT INSUL TlON
112" DRYWALL CEILING fTYP.)
ANCHOR STRAPS @ EA. TRUSS
8"X8"XI6" KO. BLOCK TIE BEAM
REINF. WI I #5 REBAR CONT. ITYP.J
8"Xa" PRECAST LINTEL @ ALL OPENIN S
REINF. AS REQUIRED
PERFORATED SOFFIT
ALUMINUM SINGLE HUNG WINDOWS
WI SCREENS
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112" DRYWALL
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RE INFORCE D WI 2-#5 REBAR CONT.
WALL CROSS SECT/ON
1/ 2" = I'
Simpson Strong-Tie
H5
Simpson Strong-Tie
META wilh TSS
T RUSS CON N ECTORS
4" CONCRETE SLAB REINFORCED W/6X6-
10/10 W.W.F. OR FIBERMESH OVER A 6
VAPOR BARRIER ON TERMITE POISONED
COMPACTED FILL.
APPROXIMATE GRADE
16" DEEP X 24" WIDE FOOTING
WITH 131-15 REBAR X CONT.
IPLACE 121-15 L-BARS WITH
30" LEGS AT ALL CORNERSI.
OPITIONAL FOOTER
GENERAL NOTES FIRE WALL DETAIL
TYP. BOND BEAM
a" x 8" x 16" K.O.
LINT E L BLOCK
FILL WIJ0@0 P.S.I.
CONC. WII #5 DIA.
RE BAR MIN. LAP 25"
IACI 530)
NOTCH LINTEL WHERE RE
FOR CONCRETE PLACEMENT
I. Provide full morlar head and bed joints.
2. Shore filled lintels as required. 1/2" = f'
3. Ins/alia/ion of /infel must comply with the archifec/ural
andlor sfrue/ural drawings.
4. Lin/els are manufae/ured with 5-1/2" long notches a/ the
ends fa accommodate vertical cell reinforCing and grouting.
5. All linfels meet or exceed LI360 verlical deflec/ion, except lintels 17'-4"
and longer with a nominal height of 8" meet or exceed L/la0.
6. Bo//om field added rebar /0 be loca/ed a/ the bof/om of the lin/el cavity.
7. 71J2" diameler wire slirrups are welded to the bollom s/eel for
mechanical anchorage.
8. Casf-in-place concrete may be provided in composife
lin/el in lieu of concrete masonry units.
9. Safe load ratings based on ra/ional design analysis per ACI 318
and ACI 530
SAFE LOAD TABLE NOTES
STD. 90 DEGREE
ANGLE 3@@0 P.S.I.
CONC. WillS DIA.
RE BAR MIN. LAP 25'
IACI 5J@)
INDICAT ES F ILLE D
CELL FROM FTG. TO
BEAM WITH 1#5
~ y ~ BAR MIN. LAP 25'
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ST D. 90 HOOK
PRECAST LINTEL WI III 15 CONT.
/UNLESS NOTED OTHERWISE)
I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled
/infels must be reduced by 201 if bearing lenglh is less than 6-1/2".
Safe loads for all recessed /infels based on 8" nominal bearing.
2. N.R. = Not Rated.
J.Safe loads are /otal superimposed allowable load on the see/ion specified.
4.Safe loads based on grade 40 or grade 60 field rebar.
5.Addilional lateral load capacity can be obtained by the designer by
providing addional reinforced masonry above fhe precast lintel.
6.0ne #7 rebar may be subslitu/ed for two #5 rebars in 8" lintels only.
7. The designer may evaluate concentrated loads from the safe load /ables by
calcula/ing the maximum resisting moment and shear a/ d-away from
the face of support.
8. For composife /infel heights not shown. use safe load from next
lower height.
9.AII safe loads in units of pounds per /inear fool.
OPENING
TYP. DOWEL 25"
MIN. LAP IACI 530J
FILLED CELL WI 11115 VERTICAL
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(j) FILL LlNlTEL AND ALL CELLS ABOVE LINTEL.
o VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY.
SEE FOOTING DETAIL
TY P. MONO. FTG.
SEE FOUNDATION PLAN
FOR LOCATIONS
TYPICAL LINTEL ASSEMBLY
BLOCK WALL/REINFORCEMENT
NOT TO SCALE
SCALE: N.T.S.
( STEM WALL FOOTER) 112" = I'
BASIC WIND SPEED - 123 MPH
BUILDING CATEGORY - /I
WIND IMPORT. FACTOR - 1,0
WIND EXPOSURE - I/B"
INT. PRESSURE COEFF. - 0.55
BUILDING DESIGN - PART. ENCL.
COMPONENT 8 CLADDING DESIGN PRESSURE
COMPONENT AREA
( IN SQUARE IN. )
10
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100
ZONE 4
35.71
32.62
32.62
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-38,02
-35.48
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ZONE 5
35.71
32.62
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-44.93
-39.40
-36.86
J B M 8 R ENGINEERING INC. CAN # 1451
P.O. BOX 1566
V ALRICO, FL. 33595-1566
RALPH REMMERT, P.E.
FLORIDA LICENSE No. P.E. 396/0
THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606
OF THE 2001 FLORIDA BUILDING CODE FOR 123 MPH,
@ A 3 SECOND GUST WIND ZONE.
SIGN 8 SEAL
REVISIONS
BY
REVISED NTS. T.M
3-20-2005
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-44.93
-39.40
-36.86
J B M 8 R ENGINEERING INC. CAN #1451
P.O. BOX 1566
VALRICO, FL. 33595-1566
RALPH REMMERT, P.E.
FLORIDA LICENSE No, P.E. 3961@
THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606
OF THE 20@1 FLORIDA BUILDING CODE FOR 123 MPH,
@ A 3 SECOND GUST WIND ZONE.
SIGN a SEAL
REVISIONS BY
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SPECIAL NOTE:
CONTRACTOR TO PROVIDE UPLIFT/SHEAR ANCHORS.
EMBEDDED IN CONC. BOND BEAM. MEETING LOAD REQ'S
SPECIFIED IN THE ROOF TRUSS MANUFACTURER'S ENGINEERING.
ENGINEERING DATA TO BE PROVIDED TO BLD'G DEPT.
WITH ARCHITECTURAL DRAWINGS, (OR AS REQ'D BY BLD'G DEPT.)
(J) 16d BOX NAILS, \3} 16d BOX
TOE-NAILED (2) 16d BOX NAILS, NAILS, TOE-NAILED
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FOR IX4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
F,ASTEN IX4 "T" BRACE TO CRIPPLE WITH 8d BOX 10./IJ" x 2.5"} NAILS AT 4" OC.
F,ASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX 10,135/1 x J.5"} NAILS AT 4" OC.
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH
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IC} 2X4 SP OR SPF #3 CRIPPLE IMAX HEIGHT 6'-J"}
(O) 2X6 OR LARGER SP #2 OR SPF #//#2 RIDGE RAFTER
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8 dCOMMON NAILS AT 6' O.C. AT EDGES
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PRODUCT
CODE
MAT E RIAL 6JTY.I
GAUGE PKG.
16 50
16 50
16 50
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DIMENSION FASTENERS
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20' 10
28' 12
20' 14
20' 16
DESIGN LOADS (LBS.!
UPLlF LI L2
(648 2/0 385
1970 2/0 385
2005 2/0 385
2805 2/0 385
DESCRIPTION
HTA20
TRUSS
ANCHOR
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THE CONNECTORS SHALL BE SUBJECTED TO LOADS IN ONE DIRECTION ONLY.
TOP CHORD PITCH: 5112
BOTTOM CHORD PITCH.
TOP CHORD SIZE:
BOTTOM CHORD SIZE:
OVERHANG:
OVERHANG CUT:
BEARING WIDTH:
SPACING:
TOTAL LOADING:
TC LIV E LOAD:
TC DEAD LOAD:
BC LIV E LOAD:
BC DE AD LOAD:
WIND LOADING:
DURATION FACTOR:
0112
2X4 MIN.
2X4 MIN.
16"
PLUMB
8// 8 3.5//
24// D.C.
45 PSF
25 PSF
10 PSF
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10, PSF
130 MPH
1.33
BASIC WIND SPEED - 123 MPH
BUILDING CATEGORY - /I
WIND IMPORT. FACTOR - 1.0
WIND EXPOSURE - //B//
INT. PRESSURE COEFF. - 0.55
BUILDING DESIGN - PART. ENCL.
COMPONENT 8 CLADDING DESIGN PRESSURE
COMPONENT AREA
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10
50
100
ZONE 4
35.71
32.62
32.62
4
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ZONE 5
35.71
32.62
32.62
5
-44.93
-39.40
-36.86
J B M 8 R ENGINEERING INC. CAN # (457
P.O. BOX 1566
VALRICO, FL. 33595-1566
RALPH REMMERT, P.E.
FLORIDA LICENSE No. P.E, 396/0
THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606
OF THE 2001 FLORIDA BUILDING CODE FOR 123 MPH,
@ A 3 SECOND GUST WIND ZONE.
SIGN 8 SEAL
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! I' i':OPIES or lHESf Pl.ANS N'IE NO i v,~UD I
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1, .:';;;-';:;-';;';'::r<n<'!'l"'~""""II:!"~~.\"'l~'~i_'l'I;~!'Jl'W~'~"l~~~':'Wl;.~~:\7';'~'>';~.:;'~~:,-;.i~~-;--
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LEGAL DESCRIPTION
SECTION 22 , T SHIP 29 5, RANGE 15
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
E
LEGEND
THE WEST 128.00' OF LOT 1, LESS ROAD RIGHT-OF -WAY
ON WEST, "A.H. DUNCAN RESUBDIVISION" AS RECORDED
IN PLAT BOOK 5, PAGE 99, OF THE PUBLIC RECORDS OF
PINELLAS COUNlY, FLORIDA.
EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATlm~
. iOJJO
NEW CONTOUR
~o
EXIST. STOF\M SEWE[\
NEW STORM SEWER
NEW UI\JDERDRAIN
EXIST. SAN. SEWER
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NEW SAN. SEWER
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i 1130
1
IVOODLAWN SJ WOODU\WN ST I
. WOODlAWN ST--' .'. WOODlAWN ST WOODLAWN ST
' 1500 I
901
1504 I 1501 1115 1127 1506
I 1121 en
1009 1504 1119 ~
911 1511 I en
1508 I I
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1516 ~
1516 F 1517 ~
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1532 1532 1532 > <.2
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-- --.------.---<- -~---- _.---- . .....
EXIST. WATER SERVICf
NEW WATER SEfNICl
NEW INLET
NEW SAt\! , MN~IIOII
NEW CLE,.'^\I\!--Ul JT((,i)
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NEW 8UILDlr\1(~ /'Rfj'
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NEW ASPH!\L i
I\!EW CO!\ICF;;Elr
._.~~~~~~~~~~:!
TEMP. SILT 13At\I\/1 I'
POIt~T OF COf\Jf\JU .II! li i
OF NEW UTILI)'I !() "'I', i
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IN' '\1,11 .I;',! \/1 un __,_ _ ._
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M
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N.T.S.
I
N.T.S.
FLOOD ZONE INFORMATION
.1
SITE DjAlA
"Il:;;~_ --
EXISTING (E) PROPOSED (p) REQUIRED
.- ~--- 'l__ - -
MDR MDR MDR
ZONING:
RU RU RU
LAND USE:
AHACHED DWELLINGS ATTACHED DWELLINGS
VACANT 2 UNITS PERMITTED
USAGE:
15,090 S.F. 15,090 S.F. 10,000 S.F.
LOT AREA: 0.35 AC 0.35 AC 0.23 ACRES
N/A 7.5 UNITS PER ACRE 7.5 UNITS PER ACRE
DENSITY ( 2 UNITS ) ( 2 UNITS MAX. )
.~
BUILDING COVERAGE: 294 S.L 2,274 S.F. N/A
(S.F. &: % OF GROSS SITE) 2% 15%
GROSS FLOOR AREA (S.F.): 294 S.F. 2,274 S.F. .40
F.A.R.: 0.02 0.15
. '.._".~ ~'-- .._~- ......~-, -
FRONT: 86' 50'OJ), 29'(W) -TO BLDG. 25'
28(N) - TO PVMT.
BLDG. "''-''-'' ~--46;--=-To-8i.DG~(s6uTHj- .
SETBACKS: SIDE: 34' 10'
5' .,. TO BLDG.(EAST)
1--, N/A* ""-~ --"-'--'--. -"",..~-----~-~ .... "'*"- 15'
REAR: N/A*
~-~_. ~ ,-----
1 STORY 30'
BLDG. HEIGHT: 1 STORY ( 11' TO MID. POINT OF ROOF )
-
PAVED VEHICULAR USE AREA: 10,459 S.F. 1,955 S.F. N/A
(V.U.A.) 69% 13%
--.-
IMPERVIOUS SURFACE RATIO: 10,753 S.F. 4,229 S.F .65
(I.S.R.) .28
OPEN SPACE: 4,337 S.F. 10,861 S.F. .35
(S.F. &: % OF GROSS SITE) 29% 72%
PARKING LOT INTERIOR LANDSCAPING: N/A 229 S.F. N/A
(S.F. &: % OF V.U.A.) 12%
-
N/A 3 3
PARKING: ( INCLUDING 1 HC SPACE )
PARKING CALCULATIONS: 1.5 PKG SPACES PER UNIT REQUIRED. 2 UNITS x 1.5 SPACES
= 3 REQUIRED SPACES
TIiIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHN L REMA!N 'Hf
ENGPH:m, AND SHALL NOT BE RFPRf1l)lIr:Hl. ""81 JSHED OR USFn iN ''''
nlr r'fH,'~rtJT OF THt: FNG!Nrrp, fC)('t'IJYFl(~H' ':'np' I
OR\G'NAl
~u [) ! ',7 ?Onli
t"fMl'...... .WV!ollll
. ..~'tl'\',""'-];1E>,-",,..n.;:-.J!'r;~'~~"'r' ,.- -"';';"'I~'---''''''.':llt:'iFU,t,,,,::"''F "~"""'1"~~~~,~"'1t"!'~1f',..iW-~"'.""''''''''''''''''~~' ,~.__"'.,
INDEX
F SHEETS
C1.1 CIVIL SITE DATA
C1.2 (;IVll SITE SPECifiCATIONS
C2.1 DEMOLITION SITE PtAr~
C3.1 STAKING SITE Pt/\N
C4.1 GRADING, IJRAINAGE ANO
UTILITIES SITE PLAN
C5.1 CIVIL SITE DETAILS
L 1. '1 LANDSCAPE SPECifiCATIONS,
DETAILS AND SITE PLAN"
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE X PER FLOOD INSURANCE RATE MAP 12103C 0108G
MAP REVISED: SEPTEMBER 3, 2003
~L!l-!>'~~""J-';.'i:'.l--'f"-';;tn"~~~::~~,~~""WlJ~.~<e:~,,!-,:-'~::~1W";';l;~:'!'~~~'.:~_ .-:'::'-::
TRAFFIC IMPACT FEE: 2 UNITS @ $ 1,400.00 I UNIT ;c;: 3) 2~800"OO
TO BE PAID PllIOR TO C.O"
$ 200.00 RECREATIONAL FACILITIES IMPACT FEE IS OUt PRIOR
TO BUILDING PERMIT ISSUANCE FOR EACH ~JEW RESU1ENTIAl Nun
ON VACANT PROPERTY
:'_~f:~?:~?~~~~~~o;:!~~"':Y:;W~';:-{,j~F,' ,;::ii{.;';,".,,~;'"
SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
GUY D. HALE PLS # 4626
DATED: 04/23/04
* NO REAR YARD EXISTS ON THIS SITE - TWO (2) FRONT YARDS AND TWO (2) SIDE YARDS.
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S.W.F.W.M.D./ EROSION CONTROL NOTES
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 BOlTOM 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 QUANTITY
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 BOlTOM 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 BEITER.
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: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT
OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER
SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR
UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS,
FENCE, HANDRAIl, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES
WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN
HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY
CONFLICTS PRIOR TO AWARD OF THE CONTRACT.
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 & 40D-40 FAC. CAN RESULT IN A PENALTY 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 FACILITY
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 BOlTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOlTOM, 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 ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIl, GREASE, CHEMICALS, ETC.
THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFIlTED 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 PERMIlTED FACILITY.
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 VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFIED .AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.
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 SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANTY 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 REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (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.
CLEARING AND GRUBBING NOTES
1. PRIOR TO ANY 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 RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRllTEN 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.
CLEARING AND GRUBBING NOTES (CON'T)
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMllTED 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 RESPONSIBILITY TO NOTIFY ALL UTILITY 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 DIEMOLlTION 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 DIEMOLlTlON.
9. DURING CONSTRUCTION, ALL STORM SEWER IINLETS IN THE VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC. WHICH SHALL BE MAINTAIN ED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
10. ALL EROSION AND SILTATION CONTROL METHlODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAlNTAlNlED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PU>.NS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTHOL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS.
WATER SYSTEM NOTES
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) 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 FllTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATIING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FllTINGS 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 ASTh1 D-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SH.A\LL BE PER ASTM D2241-89.
7. ALL FllTINGS 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 C5019.
9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE lATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FllTINGS AND HYDRANTS AS SHOWN
ON DETAILS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIG;\TION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WATER ;iYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FllTINGS, HYDRANTS,
CONNECTlm.!. AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AAD ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDA1\lt:E WITI-l WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PEf~FORMINC TESTS.
2. NEW WATE:1 MAINS
AFTER COMPLETION OF INSTALU>.TION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFOI~MED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL A I~EW WATER SYSTEM BE PLACED IINTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RElEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEI~ ISSUED.
SANITARY SEWER NOTES
1. ALL SANITARY SEWER MAINS & LATERALS 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
Am CONFUCTS OR DISCREPANCIES.
5. PVC PIPE AND FllTINGS SHALL CONFORM lrO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, SDR 35. INSTAUATION OF SIDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF .ASTM SPECIFICATION SECTION D2321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE CLASS 2!000, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIlDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN".
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 GRAVITY MAINS OR SJANITARY SEWER FORCEMAlNS THAT
REQUIRE D.I.P. ARE TO BE POLYLlNED OR IEPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TIRAFFIC RATED FOR H-20 LOADING.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVITY 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 GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMllTED TO lfHE REGULATORY AGENCY FOR APPROVAL
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
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 SUBMllTED TO THE
REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBIILlTY.
WATER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS
GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN Am TWO JOINlfS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWIING METHODS OF PROTECTION SHALL BE
UTILIZED:
WATER/SEWER CLEARANCE REQUIREMENTS (CON'T)
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BElWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED wlm D.LP. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BElWEEN 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 MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH 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 INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR TI-lE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES
GRAVITY 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 MAINTAIN 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 BOlTOM
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 WITI-l PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSURE 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 WATER 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 SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED Af CROSSINGS.
WHEN REClAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10 FEET
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHAl.L BE MAINTAINED BETWEEN THE RECLAIMED
WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS, NO MINIMUM SEPARATION
IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT
NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTICN OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP MAY ALLOW DE:.'IIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
GRADING AND DRAINAGE NOlES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, 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 AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITI-l APPROVED MATERIALS AND
COMPACTED AS SHOWN ON TI-lESE PLAI~S.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COUAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORi!>JG, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE 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 WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PlANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVEfH
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUC1lH~E WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINIS~!.
PAVING, GRADING & DRAINAGE TESTING AND INSFrCTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRlor~ TO THE PLACEMENT OF
BACKFILL
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMHnS I-lAVE BEEN MET.
PAVING NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRflCTOR IS TO SUBMIT A
PROPOSED JOINTING PAlTERN TO mE OWNER'S ENGINEER 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 TRAFFIC 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 TI-lE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/28 ASPHALT,
TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF
MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM
DENSITY PER MSHTO T-180.
7. THE CONSTRUCTION OF PAVEMENT WITHIN PINELLAS COUNTY RIGHT-OF-WAY
MUST MEET THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: 3-INCH (PC-1),
BASE: 10.5-INCH FOOT CERTIFIED COMPACTED TO 98% MAXIMUM DENSITY
AS DETERMINED BY MSHTO T-180. SUBBASE: 12-INCH STABILIZED TO 40 LBR
AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY
MSHTO T -180.
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILITY 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 WRlffiN 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 QUALITY 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 WRllTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILITY 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 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 OWER AT
NO ADDITIONAL COST TO THE OWNER.
AS A PART OF TI-lESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA. WHEN
PROVIDED, AND AN'( ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE AlARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS L1N1ES
REClAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROUND MECHlANICAL
INCLUDING INSUU>.TION
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY 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 ADDlTIOINAL
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 WRlffiN 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 RESPONSIBILITY 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 RESPONSIBILITY 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.
NOTE 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 DRAWINGS SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
GENERAL CONSTRUCTION NOTES
1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN
IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND / OR RELATED ORDINANCES.
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER rtATURES 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 CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. Tl-IE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
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
UTILITY 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
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFElY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY 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 RESPONSIBILITY 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
REPLACEMENI' AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMllTAL 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 100% MAXIMUM DENSITY AS
DETERMINED BY MSHTO T -99
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P .S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRiVATE fND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDn iON EQUAL TO OR BEITER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. 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, ACCEi:'>l:<\SLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAlN'-,). !\NY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER U'{OSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPE:'IS~, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY i\GEI"CY AND ENGINEER OF RECORD.
15. THE SOILS J;"1GINEER IS TO SUPPLY TI-lE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION T:::ST~, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENG~~lEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED 8Y THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FDOT), 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 DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFElY. TI-IE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFElY.
18. ALL SODDING. SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FllTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO 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, COMPf\CTED 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 SAFElY 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 DEPARThlENT OF LABOR AND EMPLOYMENT SECURITY (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SIIBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR IS TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
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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
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27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMllTAL(S) AND
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EB #5936
NES Comm.: 0462
Drawn By: B.J.V.
Checked By: H.G.
09/03/04
Descri tion
PER CITY
PER CITY
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED. PUBUSHED OR USED IN ANY WAY WITHOUT
THE CONSENT OF THE ENGINEER. ~COPYRIGHT 2005 NOT PUBUSHED
.1
K4"- A .Q~AR 14 2~n5
RAMA. GOEl, Ph.O.JP.~l
COPIES OF TIiESE PlANS ARE NOT VAUD. UNLESS- ....
EMBOSSED wmi THE SIGNING f..NGINEER'S SEI\l
*'=,
P/L
SEE PlAN
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSIllVE DRAINAGE
COMPACTED GROUND
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITNE DRAINAGE (4: 1 MAX)
MEET EX.
COMPACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
PAVEMENT TRANSITION DETAil
N.T.S.
SEE PLAN
P/L
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE (4:1 MAX)
MEET EX.
1-1/2" lYPE 5-3
ASPHALT @ 1/4-
PER FT. MIN.
EXCEPT AS NOTED
COMPACTED GROUND
6" L1MEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
98% MAX. DENSllY
GROUND TRANSITION
AT THE PROPERTY LINE
SUBBASE
STABILIZED
40 L.B.R.
COMPACTED TO
98% MAX. DENSllY
N.T.S.
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
NEW SURFACE
EXIST. BASE
NEW BASE
NEW SUBBASE
ROOF DRAIN
FIN. GROUND
UTIUlY (i.e. SANITARY
SEWER, WATER SERVICE,
FIRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BLDG.
UllutY WITHIN 5' OF BLOG.
BY PLUMBING CONTRACTOR.
FINAL CONNECTION BY PLUMBING
CONlRACTOR UNLESS OmERWISE
COORDINATED BY mE G.C.
NEW SURFACE
(SEE NOTES 1 & 2)
IN R.O.W. & DRIVEWAY SECTION
N.T.S.
UTiliTY CONNECTION
AT ALL BUILDINGS
N.T.S.
EXIST. SURFACE
l'
-:;::.l:.-I.. . -- .....
;'~~~~lli ;~~ii~t
NEW BLDG.
_ " iR~~ .::::.
. :"BACKFlLL . :
:{SEE NOTE 4):
>:-::.O..-....-.::te
-.. "..
":".< :..........
- "-0"
~.:,. ....:"."-
VARIES I
EXIST. SURFACE
:/.,""
ASPHALT @ 1/4"
PER FT. MIN.
EXCEPT AS NOTED
SUBBASE
COMPACTED TO
98% MAX. DENSllY
.""!
L1MEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
98% MAX. DENSllY
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. lYPE S-3.
3. BASE MATERIAL SHALL BE PLACED IN 6- COMPACTED LAYERS
TO 98% OF MAXIMUM DENSllY AS DETERMINED BY MSHTO
T -180, LAB REPORTS ARE REQUIRED.
4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED
LAYERS TO 100% OF MAXIMUM DENSllY AS DETERMINED BY
MSHTO T -99, LAB REPORTS ARE REQUIRED.
FILL GROUND AROUND
BLDG. TO 3" BELOW
FIN. flOOR ELEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2%
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
GROUND PREPARATION
AT ALL BUILDINGS
N.T.S.
REPAIR OF PAVEMENT CUTS
N.T.S.
BLOWOFF DETAIL
TYpllCAL FIRE HYDRANT SEITING
N.T.S.
- Fire Hydra.nt AsseMbly
<Typ.)
D1sto.nce Vo.rles
'j
I-
18' "lln.
24' M().x.
Box
Eclipse No. B5-B~
Blow-Off' Assy.
Including Locko.ble
Co.st Iron Box
C
:i
~2' Bro.ss
.
'"
I
Cu
I Mech. Joint Vo.lve
N.T.S.
ONL Y APPROVED
Kennedy Guo.rdio.n No. K-81A
Muller Centurio.n No. A-423
U.S. Pipe Metropollto.n
Box
To.pplng Sleeve 8. Vo.lve
By City, Fee by
Owner or Contro.ctor
'WOo ter Mo.ln
2' Bro.ss
~90. Bend
Resto.lner Pl/
Per Deto.ll No. 403
CITY OF CLEAR\o'ATER, FLORIDA
ENGINEERING DEPARTMENT
Connecting Piece wllntegro.ll I
Co.st Mech. Joint Glo.nd on ~
one End-D.l. Roto.to.ble Mech.
Joint Glo.nd on Other End.
'-Restro.inlng Joint <Typ.)
REV. IIo\TE
B.V.D.
CIECICED IY
_, N'I'llDIIEII
G.c.H.
IIo\TE
01/15/92
lIlIEJ(lII.
40
IIF 1
IlESCRlI'T1lJI
BLO\o'OFF
DETAIL
NOTES.
1. All Fire Hydro.nts to ho.ve 5 114' Vlo.lve Seo.t.
2. See Index It 407 for Jo.ck 8. Bore IDeto.lls.
IIE:SCRII'TJmI
REV, IIo\TE
!<. ~,
;<F- '\~ V ;r TrantlUon
~~ ;:(~.J. :p
(l'.. 'f.'
A do A Bock of Curb
~TE:S1::rRonlY. If
Remove Curb If Exlstln
4"
71f,..nM Plug
. '.---
Po.ol 4'
1'-6' Sq.
Exist Cone Drlve
R.O.W. LIne
TYPICAL DRIVEWAY CROSS SECTION
N'P.
CITY OF CLEAR\o'ATER, FLORIDA
ENGINEERING DEPARTMENT
TYPICAL HYDRANT
SETTING
PPING SLEEVE a. VALV
BY CI Y
B.V.D.
DlEXl<D IY
.
C\I
"-
L I" 9 5/8' .1
~/////@
I
PLAN VIEW
Concrete
Thick x
E-e
,gd
6' or 8'- liB Bend
~
4' Min Residential Street l' Clt R W
S' MIn Arterial Street 2' County R/
Plug
(See Note)
Remove Bock of Curb on State or Vertical Curbs with 0 vertical Sow cut
or Remove entire Curb and Replace 08 Port of Sidewalk Romp.
c"'"
-00
?:'g-
I')NI-
III
Sewer Mo.ln
1/4" per Foot
Modified and Volley Gutter Curbs
join exist bock of curb
/12" ~Textured Surface
1" c:::::::=- Max Slope
r:~ ._ ..,... ........ -..-..{...,. ,,- ..-.....
_.'0' :.'i" .,. ._-.- .-- -. - Remove to on
- ............1/2" Expansion Joint even joint or sawcut
...,.:......: .rz..~.. ,:.':.::... ~_....
Bock of Curb
3Doo psi Cone 4. Thick. Constr.
6. Thick at Drlvewa}'!l with
6x6 110 Welded Wire Mesh.
See Note 7.
SECTION A-A
SECTION 8-8
CLEANDUT DET AIL
CLEANDUT PLUG DETAIL
~
1. PrcMde Tooled Jotnta At Dlotanc.. Malc!lklg The WIdth.
AI... Place Expansion Joklta At Drlvawa~
2. if Soml Ph>"Icd Obstruction Exl8ta \\I11ch Pntvanta
Thl Placing Of Sldawal"" AI Shown. Contact The
Englneerlng 01vl81on For Altsmate location.
3. Wooden And OUll" Spa.,.". WI! Nat Be Pennltted
In SJdew"''''' Or Drl1IIWO~
4. No Coati1ge Of Any KInd WII Be Pennltted On Concrete S1dawalke Or
Drlvewa)'! Without Specffic Appraval Of Ths CIty Engln_.
5. All Concrete Shall Se 3000 p1lI Mln. 0 28 Days.
B. Concrete SUrface to be Ught Broom F1n1oh.
7. Concreta DrIveway ConWuctlcn "'all be 8' thIck. 8x8/10x10 W.W.FM
B. Ramps Shan Have a Tootle SUrface. Taxtured to a
Depth Nat Exceed1ng 1/8" by use of Tamp or roll..
In Confonncnce with Requlremonta of roOT
Roadway and Trofflc Deall'l Stondarde, Ostol 304
Or Moet Racont WodIllcatlane.
N.T.S. NOTE.
Cleo.nout plug to be
U.S. Foundry 7621
or equo.l.
CITY OF CLEAR\o'ATER, FLORIDA
ENGINEERING DEPARTMENT
~'r IT TYPICAL SIDEWALK ,''''g1j
J\/R CIEClCEII IT CONSlRUCTION AND INID 111
T.C-J. RAMP DETAIL lOll
1IFJ
e 1/9S ._ noW
11I93 I'lOOif'Iod orb cut
REV. IIo\lE IlESCRIPTIlIl
C-IL/I.
REV. IIo\lE
IIESCRIPTIlII
-,
N.T.S.
I.
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
6' MAX.
-r-
15"
to
18"
> I _ 1111:=1111
PRINCIPAL POST
POSITION, CANTED
20' TOWARD FLOW
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 LIP OF
THE BARRICADE.
FILTER FABRIC
EXIST.
GROUND
SILT BARRIER DETAIL
N.T.S.
NEW BLDG.
PLACE CONC.
SLAB/WALK
4" BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH.
EXPANSION JOINT
SLOPE AT 1/4-
PER FOOT
1 0: 1 MAX. SLOPE
SOD
GRADE
WATER MAIN
STORM DRAIN
18" MIN. VERllCAL CLEARANCE
I
CD
2. CONFORM 10 ABOVE
DETAIL FOR PlACING
WALKS AT mE BLOGS.
. . ~~~~~~~~~~
~ ~ WATER MAIN OR I
STORM DRAIN D.I.P. IS USED IN PLACE OF P.V.C.
FOR A MIN. OF 10' EACH WAY
+ FROM <t OF WATER MAIN WHEN
mE VERTICAL CLEARANCE BETWEEN
I WATER ct SEWER MAINS IS 18" OR LESS.
18" OR MORE VERllCAL Cl. I
~h>W~W#$$~:::::3-
P.V.C. OR V.C.P. w'"ITTc,
SAN. SEWER GRAVITY MAIN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVllY
MAIN IS NOT PERMITTED.
.""'!'
'1
NOTES:
1, PROVIDE 5'x5'x4"
mlCK CONC. SLAB
o ALL EMERGENCY EXI1S.
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
VERTICAL CLEARANCE
4'
~ 2' 1'2"~)..6"
~~~~I~~ . y, , ',.' ~~
W.W.M. ~llIklll=:' " ~ 3000 PSI
CONCRETE
SECTION A, - Al
N.T.S.
PAVEMENT
FLUME DETAIL
N.T.S..
,# 6"x6"x#10 W.W.M.
,0-
~,'\
. ,<'Z
'i)./f/ ' '-- COMPACTED
-::;,;:,: GROUND
6" THICK
3000 PSI CONe.
SECTION A2 - A2
N.T.S.
~ 2 1/2" Brass Valve
/ W/1-1/2" Fire Hose Connection
c X
~~
. .
om
I I
NN
18"x18"x6" THICI<
CONCRETE PAD
GRADE
~
. .
1O~
~WATERt.lAIN n;:::;;
+
10' MIN..
HORIZONTAL CLEARAN:;$-'
STORM SEWIER +
OR SAN. SEWIER
GRAVITY WlJN
Thrust Restraint (Typ)
Per City of CII'!. Index No. 403
c
~
b"FIRE LINE "10
PVC C-900 I
N
"- Ebbo 1500 Series (Typ.)
Per City of Clw. Index No.
6 Th'ust Restmint (Typ)
403 Per City of Clw. Index No. 403
HORIZONTAL CLEARANCE
WATER MAIN & SANITARY
SEWER CLEARANCES
N.T.S.
Inlsh To Existing Surfo.ce \o'lth
PC III Aspho.ltlc Concrete
NOTES
';>1 "..!i'" ., ,
..
oMpo.cted BOose - ThIckness of Orlglno.l + 2'
MiniMUM Thickness B'
Undisturbed Trench Side
1 Trench bo,ckfllled In 9' COMpo.cted
lo.yers. Density to.ken every 300 ft.
2 BOose Mo.y be replnced with Aspho.ltlc
Concrete with prior opprovnl of'
City Engineer.
3 On Iongltl.fC:!lnnl Instnllo.tlon r~qulrlng
resurf'o.clng full width 01' pnveMent,
finish bOose to Mo.tch existing po.veMent
surfo.ce o.nd priMe. Then r~surfo.ce o.s
directed by the City Engineer.
REV. IIo\TE
CITY OF CLEAR\o'ATER, FLORIDA
ENGINEERING DEPARTMENT
~~IT STREET REPLACEMENT 7~~
CIEClCEIIIT FOR UTILITY AND lIlIEJ( II!.
G.LII. IT DRAINAG CUTS !OS
~ llFl
Ilal:RIPTIIIf
AI'l'.
~
5' M1n1'
(S"._
20' Min.
<Sttt _)
Vo.rles
Finish gro.de to o.llow
0.4' Min., 1.0' Mo.X. fo.ll
frOM property line to
bo.ck of curb.
R/'W
I
. I
~
f
i
30'-36' or o.s
Dlrecteol by t e
City Engineer
6' Service Lo.teral
Mo.ln
NOTE. All MOo terlo.ls to extend 5' beyond
bo.ck of curb or 20' frOM centerline
of street, whichever Is greo.ter.
SECTION
N'P.
IIo\TE
Ul07/95
~
llF 1
ANY VARIANCE MUST HAVE 'WRITTEN
APPROV AL OF THE CITY ENGINEER,
CITY OF CLEAR\o'ATER, FLORIDA
ENGINEERING DEPARTMENT
BoY,>>'
IY
SERVICE LOCATIONS
1197 ~ 'f4~ 6? TCJ
REV. IIo\lE DESam'T1III N'P.
IT
G.C.H.
IIo\TE
6/30/94
IIlIlEXIII.
305
lIF2
FIRE DEPARTMENT
CONNECTION NEAR SEAWALL
N.T.S.
DUCTILE
IRON
PIPE
RESTRAINT
THE FOLLOVING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS'
1. BEND - INLET AND OUTLET
2. TEE ->'LL BRANCHES
3. OFFSEH - .iNLET AND OUTLET
4. CAPS
5. PLUGS
6. DEAD E! DS
7. HYDR:-;N~ I<UNOUTS SHALL BE RESTRAINED AS DEAD ENDS
Restro.lnlng Go.sket <T~ L
ON /\ILL TEES, A MINIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG.
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
* = CONTACT ENGINEER FOR VALUES
FIGUiRES BASED ON 3D' BURY DEPTH, 150 PSI TEST PRESSURE
FIGUIRES DON'T APPLY TO POLY "'RAPPED PIPE
Thrust Resi;ro.int <Typ,)
DO NOT USE FOR
VERTICAL OFFSET
NOrM.
PIPE
SIZE 11.25
4 2
6 2
8 3
12 4
16 5
201 6
ELBO\4S (cleg.>
22.50 45 90
3 7 17
5 10 23
6 12 30
8 17 42
10 22 53
13 26 63
VALVE
TEES DEAD
BRANCH END
18 30
30 42
42 54
'* 76
'* 97
'* 117
THRUST
RESTRAINING
MTE
9/02199
~:r-
2Of2-j
----~-y
NOTE. THRUST RESTRAINT ON SLIPJDINT DUCTILE IRON PIPE SHALL BE U. .
PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-G IP
GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE
IRON FITTINGS SHALL BE PROVIDED BY THE USE OF HEGALUG RETAINERS
AND ~lECHANICAL JOINT FITTINGS,
CITY OF' CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
_.... flY
B. V.n.
CHEl:KEII flY
,",P. DESGllfJl BY
G.C.H,
1lEV. DIllE
~
Flo.
r Brnss NIpples Bnckflow
I <Typ.) / Preventer
~ To.pped Flnnge
~Bnll Vnlve
BYPASS DETAIL
ApprovedllE
Bnckflow
/preventer ResIlient Seo.t
/OS 8. Y Vo.lve
/Flo.nged Tee
,/ ~ Flo.nged 45. Bene!
o
Resilient Seo.t
OS a. Y Vo.IV~
Flo.nged Te~
Flnnged 45' Be~ "
o
Flaw
Supports
TYPICAL COMPOUND ~ATER METER SET
M,J. 45. Bend/
NIOTEI
1.. 0 S a. Y Valve Ho.ndles will be Chnlnecl nnd Locked.
2!. Meter Sets will be Po.lnted After Instnllo.tlon.
31. Bypo.ss Pipe 8. Fittings Sho.ll be Threo.c1ed Bro.ss.
lIE /APPROVED R.P. DEVICES
lHersey-Beeco Model GCM
/AMes 5000 SS
"'o.tts Model 909 or 009
lConbro.co 40200
lIEAPPROVED DOUBLE-CHECK VALVE
Hersey-Beeco Model No. 2
AMes 2000 SS
\o'o.tts Model 709 or 007
Conbro.co 40100
CITY OF CLEAR\o'ATER, FLORIDA
ENGINEERING DEPARTMENT
H.JP TYPICAL COMPOUND 0t-~4
\o'ATER METER SET II~Ojl].
45' RISE .. 5
3',4' nnd G' MODELS 4IFS
REV. DAlE
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EB #5936
NES Comm.: 0462
Drawn By: B.J.V.
I Checked By: H.G. I
09/03/04
Descri tion
PER CITY
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mls DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN mE PROPERTY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED. PUBUSHED OR USED IN I,N'( WAY WITHOUT
THE CONSENT OF THE ENGINEER. ~COPYRIGHT 2005 NOT PUBUSHED
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COPIES OF THESE PLANS ARE NOT VAUD UNLESS'
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HABITAT MANAGEMENT AND
-"r:Ar~USC~prINc:r PERMITS: ~_.."'".>,"-="."""'"-
,~ 11
J....Ii .J1I.',
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IEX.8~ SAN.
~~6=~~'f!!'W.1l!'i!;.~)i:dItll
~~~'f?~~.,.,,"<
1. A HABITAT MANAGEMENT AND IJI.NDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED.
a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL
APPLICATION PIJI.N MUST BE SUBMllTED TO THIS DEPARTMENT IN
ORDER TO PROCESS THE PERMIT.
b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF
SITE D~ELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO
PROT~~tD PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED.
~,0w;D THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR
0SION-fs-eREATED;I1'IEAREA1JUST BE RESTABILlZED WITH SUITABLE
c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED.
TREE PROTECTION AND PRESERVATION:
TREE ~. \ ICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. rRE lCADES-AND/GR--SIH-SeREENS OR HAYBALES SHALL BE
REQUllbl;: ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
-PRIO~e-TH~lsstJmCE"'OrAABIITAT MANAGEMENT AND IJI.NDSCAPE
PERMITS. dHE LOCATION FOR EROSION CONTROL MEASURES ARE SHOVlN
ON TH~~ONSTRUCTlON DRAWINGS.
ro
2. ~LL DESIRABLE TREES MUST I3E RETAINED WHEREVER POSSIBLE.
IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF IHARDWOOD TREES TO BE SAVED.
LANDSCAPING
1. EACH IJI.NDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WITH SUITABLE GROUND COVER. IJI.NDSCAPE TREES MUST BE PIJI.NTED
IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT
BE PLANTED WITHIN MAINTENANCE EASEMENTS.
2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE
REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRRIGATION SYSTEM. ORGANIC MULCHES, DROUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL
BY WATER REQUIREMENTS. SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF.
3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICUIJI.R MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIEI~,
WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE
MATERIAL SHOULD REMAIN PS GRIEENSPACE.
4. LARGE TREE SPECIES PROPOS lED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM! BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NAl1JRAL GROWTH.
5. TREES PROPOSED FOR INSTALIJI.TION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTIILITY LINES OR STRUCTURES, EASE-
MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER
LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA.
6. SOILS WITHIN PIJI.NTER BEDS MUST BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WITH REGARDS: TO pH, SOIL TEXTURE, SOIL
STRUCTURE, AND SEASONAL HIGH WATER TABLE.
7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BrnE.t
8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
3' IN HEIGHT.
1 O. WHERE LANDSCAPE OR REPIJI.NT TREES ARE PROPOSED TO BE
PIJI.NTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MIN!MUM
OF 5' WIDE.
ROOT-PRUNIN
6" WIDE X 18"
ON PLAN. AN
APPROVED A
ROOT PRUNIN
Of TEARING.
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COMMON NAME
PINK AZALEA
TREE L1GUSTRUM
ME~t~~~-..~~M
INDIAN' HAWTHORNE
BLUE PACIFIC
DAHOON HOLLY
TREE & SHRUB PLANTING DETAILS
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BUR LAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTI(iN.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
2. SUPPORTING APPARAl1JS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
3. PLANTING HOLES ASSOCIATED \WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A MINIMUtM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BAUL TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PIJI.NTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAIN liNG CIJI.Y. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE IPIJI.CED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE.
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL
5. PIJI.NTERS ADJACENT TO OR WITHIN VEHICUIJI.R USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT~lfILlZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF T .' /SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GRO .. '. THE IJI.NDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PIJI.NT MATERIAL INSTALLATION.
BOTANICAL NAME
SOUTHERN CHARM RHODODENDRON
L1GUSTRUM LUCIUM
WASH1NefBN~A--R.gffi:J~:rA
RAPHIOLEPIS INDICA
JUNIPERIS CONFERTA
SIZE & SPACING
16"x16", 3 GAL., 30"O.C.
6' HEIGHT 1-1/2" CALIPER
10' CT. G.(I'1I^~~
3 GAL., 12" HY, 30',v O.C.
3 GAL., 16" SPREAD, 30" O.C.
2" CONC. CURB
/
9 v,0~
20
37
2
ILEX CASSINE
10' HEIGHT
2-1/2" CALIPER
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NOTE: ALL TREE STAKES AND ~'JPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
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For Cabbage Palm Installation:~~v- For Cabbage Palms:
Trim All Fronds at Time _ ~ All Trunks to be Smooth and
of Digging and Planting ~ All Bum ~arks Brushed Away
For Washington Palm Installation: [:= For WashIngton Palms:
Leave inside row of fronds r" Leave all boots on trunk
Tie up with biodegradable twine C::.. ! 2 Layers Burlap Pad at
.... ~ Support Contact - Na
-5. Nails in tree Wood
~ = ,
~ F- 0= Wire Tie ~'?J
] 2" x 4" Brat: (Yellow Pine)
'- ~ Space Three at 120" Typical
g Remove after one growing seaSOll
(3 j .--- 2" x 4' Stake (Yellow Pine)
I", Three Feet Long
f;... ~ Remove after one growing season
~' .:::::; Saucer Rim
__ r-f ~.,. ~ .... \". "\. Finish Grade I
-~ .' . . I 3" Minimum Mulch
. ,', ..:'" Rootball, 16" Minimum
' .. ... ...' ~ '. \ . Radius From Trunk
, Washed-In and Tamped
.:. . .', ., ':. Planting Soil Mixture
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" 3" Soil Saucer
. . ,---------
- Remove Container
From Rootball
Planting Soil Mixture
Existing Soil
SHRUB
N.T.S.
PLANTING
PLANTING
DETAIL
DETAIL
PALM
N.T.S.
STAKING
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~~NOTE*
G TRENCH IS TO BE HAND DUG
DEEP TO THE LENGTH SHOWN
Y ROOTS ARE TO BE CUT BY AN
RBORIST PRUNING DEVICE.
G SHALL BE CLEAN AND FREE
CHARLES BUTLER
CERTIFIED ARBORIST
FL..1235A
BUTlER1S NURSERY, INC.
7011 75TH ST. N.
PINElLAS PARK, fl. 33781
PIi# (727) 544-0445
FAX# (727) 541-5027
E-MAil:
butlersmusery@msn.com
chuckbutler@tampabay. rr. com
SCALE: 1"=101
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NES Comm.: 0462'
Drawn By: B.J.V.
Checked By: H.G.
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, \ ~ \ \ \1./ .A NOTE: ALL TREE SAKES , ND SUPPORT WIRES
" \ YjY It WILL BE REMOVED !AFTER 1 COMPLETE
\.. \ ( v If GROWING SEASON.
~~II, N I r j Remove Dead and njured
~........ "- f f .... t\. Twigs, Trim No Lea ers,
~ :::.. ~ '\ I' Retain Natural Shar e. 9i co~
I~ ~ //- - 3/4" - 2 Ply Rein )~d ror:::,.
~ Rubber or Plastic H se
/~ '\ ,--- White Sllrveyor's Ta~ging
~ Tape, 6 Length
~ .J (f'r-'\;/ r-- 3 -12 G.. uage GalVaniZ. ed Wire.s
~ ~:/ Spaced 120 Around Tree and
Set At A 45' Angle With ~I- # 68
,"~~~~ff~rd~~~~g'sedson: -
L.--t:;. n ~ ~ ...,. ~
4~ / ::;:-_ ,..-,.' _ '_~~_'-':":-' ~ ;~'-- Mo~nd. ~o Form Saucer
rt~ ~l--. ---- 3 Minimum Mulch Layer
SSE'"' r- ~ ~ ""'; Remove Burlap From
/:P:~' 1 v~, \.. Around Top Of Ball
.c ~n ~
,f~t~;-,~, ',' ,.ll1fi.;~~', Planting Soil Mixture
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Provide a minimum 5'x10'
unobstructed planting area
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAll, REMAIN THE) PROPERTY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN i!\t-ff WAY. WITHOUT
THE CONSENT OF THE ENGINEER. <DCOPYRIGHT ?004 :~OT PUBLISHED
RAMANUJACBARI KANNAN!..!:!.: #38~88
COPIES OF THESE PLANS ARE NOT VALID UNLEtS
EMBOSSED WITH THE SIGNING ENGINECH'S SEAL
~m~7~ar:>j~orm'~W~I~~t!)~1J'T$i~~m:ftEQ
09/03/04
Descri tion
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