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I
PINELLAS COUNTY MAP
/
/
/
/
i
/
/
- -- SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST
VICINITY MAP
NOT TO SCALE
PROJECT
LEGAL DESCRIPTION.
ALL OF LOTS 4 AND 5, TOGETHER WITH A PORTION OF LOTS 6, 7, 8, 9 AND 10. BLOCK 3. ACKER'S
SUB - DIVISION, ACCORDING TO PLAT THEREOF, AS RECORDED IPJ PLAT BOOK 30, PAGE 91, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA, IN SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, BEING DESCRIBED AS FOLLOWS:
BEGIN AT THE SOUTHWEST CORNER OF LOT 10, BLOCK 3 OF THE AFOREMENTIONED PLAT; THENCE
N 00020'34" E ALONG THE WEST LINE OF SAID LOTS 10, 9 AND 8, FOR A DISTANCE OF 145.28 FEET
TO THE MOST SOUTHERLY CORNER OF SAID LOT 5: THENCE S 4'5'27'34" W, FOR A DISTANCE OF 68.57
FEET TO THE MOST SOUTHERLY CORNER OF LOT 4, THENCE N 44'32'26" W, FOR A DISTANCE OF
120.00 FEET TO THE NORTHWESTERLY CORNER OF LOT 4, THENCE N 45'27'34" E ALONG THE
NORTHWEST LINE OF SAID LOTS 4, 5 AND 6, FOR A DISTANCE OF 247.54 FEET; THENCE
S 05 °25'11" E, FOR A DISTANCE OF 75.11 FEET; THENCE S 010 012'19" E, FOR A DISTANCE OF
281.92 FEET TO A POINT OF INTERSECTION WITH THE SOUTH LINE OF SAID LOT 10: THENCE
N 89036'56" W ALONG SAID SOUTH LINE, FOR A DISTANCE OF 52.36 FEET TO THE POINT OF
BEGINNING.
CONTAINS 0.742 ACRES, MORE OR LESS.
WARNING
ABOVE GROUND OR UNDERGROUND UTILITIES WAY BE IN
THE AREA OF THIS PROJECT — PROCEED WITH CAUTION.
CONTRACTOR IS TO CALL THE SUNSHINE STATE ONE CALL
AT (1- 800 - 432 -4770) AND FLORIDA POWER CORPORATION
AT (1- 813 - 842 - 9591), 48 HOURS BEFORE BEGINNING WORK.
CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN THE
AREAS OF CONSTRUCTION.
5 w
Mc Aullm 6�h ozmce
CONSTRUCTION SITE PLAN
OFFICE COMPLEX
CLEARWATER, FLORIDA
SHEET INDEX
1 COVER SHEET & VICINITY MAP
2 BOUNDARY SURVEY
3 DEMOLITION PLAN
4 SITE PLAN
5 LANDSCAPE PLAN
6 PAVING DETAILS
7 DRAINAGE DETAILS
g SEWER & WATER DETAILS
RECEIVED
A' !C, 0 3 2001
✓PLANNINu ,u ucv�6ur MENT
5EkVICES
CITY OF CLEARWATER
DAVID EVANS
AND ASSOCIATES,
4025 Tampa Road, Suite 1203
Oldsmar, Florida 34677 (813) 814 -1884
DAVID EVANS and ASSOCIATES, INC.
CERTIFICATE of AUTHORIZATION: NO. 831
NOT VALID UNLESS ,$T1GNED` & SEALED BY:
2 DUAF `aun�iinin,r
L
FLORIDA REGISTERED EN�INER,�((r' 94Ss
1
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C�G'St
00
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O�
D A N I E L _ S T R E E T SECTION 28, TOWNSHIP 28 SOUTH, RANCE 16 EAST u
r 60' RIGHT-OF—WAY(p) - - - PINELLAS COUNTY, FLORIDA n �o
��y6 Q ASPHALT ROAD � -
N �'
a. LEGEND
CLIF \� WV INVERT T LINK FENCE E-4 "M
N \� EL ELEVATION
_ " `N �, and �Gv♦ �`` O � J O6 ��g�5 �` hp`Ql \ (F) FIELD DATA (PLAT BOOK 30. PAGE 9) Q+
00
GRAPHIC SCALE 1 =20
) 0 � FOUND N -~ 1
OHC OVERHEAD CABLE �P � PLAT DIMENSION
R LOT REMAINDER DIMENSION C() �
OP RCP REINFORCED CONCRETE PIPE 0 ?� 20 40 ?� 60
CO $4 00
\
1301(p). o s' R/W RIGHT -OF -WAY
ro
c \\ \ S \ SIR /C SET 5/8" IRON ROD WITH CAP #3616
TBM TEMPORARY BENCH MARK M E`i
WF WOODEN FENCE
/ O r" \\ \\ • ♦ CENTERLINE d+ '� 4!
A X004
\ n
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3
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UTILITY POLE
- - - - DENOTES GREEN PAINT MARK ON CURB
POSSIBLE SANITARY SEWER LATERAL LOCATION
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RECEIVED
3 3 2001
P ANIy'Jvu r� Utvc
SEn'V wr ICES MENT
CITY OF CLEA, ?WATER
WARNING
ABOVE GROUND OR UNDERGROUND UTILITIES MAY BE IN
THE AREA OF THIS PROJECT — PROCEED WITH CAUTION.
CONTRACTOR IS TO CALL. THE SUNSHINE STATE ONE CALL
AT (1 -800- 432 -4770) AND FLORIDA POWER CORPORATION
AT 1- 813 - 842 - 9591), 48 HOURS BEFORE BEGINNING WORK.
CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN THE
AREAS OF CONSTRUCTION.
55 °� v° IN �5\�Q'•OpK' �15 SURVEY DATA TAKEN FROM A
6 °
yy. \\ � %`' BOUNDARY & TOPOGRAPHIC SURVEY
PERFORMED BY.
h o CAMPBELL CONSULTANTS, INC.
LAND SURVEYORS
55f0q
5601 116TH AVE. NORTH
\\� �g�• CLEARWATER, FLORIDA . 33760
PHONE: (727)573 -4586
DATED 10/22/99
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REVISIONS: APPD.
4/27/01 REMOVE NOTE
5/31/01 PER CITY REV. DJT
6/21 /01 REV. SURVEY DJT
DATE:
2/13/01
DESIGN:
CMB
DRAWN:
CMB
CHECKED:
DJT
REVISION:
FILE:
BJ01CSURV
SCALE: AS
SHOWN
PROJECT
NUMBER:
BJV00001
SHEET NO.
I I
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•• i i i i i i i i i i Y
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METHOD OF INSTALLATION
FABRIC SEDIMENT CONTROL DETAIL
NOTE: THE CONTRACTOR SHALL MAINTAIN SILT BARRIERS
THROUGHOUT TIME OF CONSTRUCTION ACTIVITY
4" .. n'• ." A0 OTA VCP
HAY BALE
(TYPICAL)
HAY BALE SILTATION BARRIER DETAIL
ROLL OF 12 -1/2 GUAGE
WELDED FENCE, 2" x 2"
MESH 8" - 10" DIAMETER
FILLED WITH 3 "STONES.
SPACER BLOCK
NOTE: BALES OF HAY AND SOD,
SIMILARLY PLACED, MAY
ALSO BE USED.
ALL SEDIMENT CONTROL BARRIERS SHALL BE IN TEMPORARY SEDIMENT TRAP
ACCORDANCE WITH APPLICABLE ENVIRONMENTAL AT CURB INLET
REGULATIONS AND CONDITIONS OF PERMITS.
EROSION & SEDIMENT CONTROLS DETAILS
RIM: 55.69
INV= 53.09
5' X 4.5' INLET
TOP: 55.48
II r1
I I30'(P) I I
II L
�
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1111
I L
THROAT: 54.68 28 LF 1 18" RCP_ -
REMOVE &
REPLA E
00,
/ N
N
CURB INLET
TOP: 55.64
INV- 52.69
OE -
I III Ih I A.
WARNING
ABOVE GROUND OR UNDERGROUND UTILITIES MAY BE IN
THE AREA OF THIS PROJECT - PROCEED WITH CAUTION.
CONTRACTOR IS TO CALL THE SUNSHINE STATE ONE CALL
AT (1- 800 - 432 -4770) AND FLORIDA POWER CORPORATION
AT (1- 813 - 842 - 9591), 48 HOURS BEFORE BEGINNING WORK.
CONTRACTOR T0, PROTECT ALL EXISTING UTILITIES IN THE
AREAS OF CONSTRUCTION.
NOTE: ALL UTILITY POLE RELOCATIOINS TO BE COORDINATED WITH THE OWNERS OF SUCH
FACILITIES AS NOTED ON PLANS. THEE POLE RELOCATIONS WILL ACCOMODATE THE
PROPOSED SIDEWALK AND /OR DRIVE ° - APRON(S) INSTALLATION WITHIN THE RIGHTS -OF -WAYS
OF THE ADJACENT STREETS. A 2 FOOT HORIZONTAL CLEARANCE FROM EDGE OF SIDEWALK
TO ANY VERTICAL OBSTRUCTION.
\ f NA
TREE TO BE REMOVED
11 H
� LAUREL „ w 20" OAK
A' I'll c _ a /ij r,�'• \c I' / =TREE TO BE BARRICADED &REMAIN
\ PAHIIALLY Q� •���i, ♦ \ \ \ \ %,
REMOVE
S \ + METAL SHED G�v +
SNO SLAB) �,? G *-'2" OAK 6 CITRUS F 1x
REMOVE �J-
s� \ *6- OAK �p
10.
INSTALL A 6' (MIN.) J\ 22 CHINABERRx REMOVE RE \ \ ��6
WOOD FENCE '1/ REMOVE/ RELOCATE �o ��� \ ''Pi9
145.28' (P) & (F °
_ 3 UTILITY EASEMENT 'O
r•.
1 " OAK
I I
INSTALL SILT FENCE (TYP.
3' UTILITY EASEMENT _
INV =54.35
7'. Twin 0
i
O
ti
`fill _
-co
8' OAK
75.11'
n
/���\
\
24" RCP _ , 74 LF - � 8'��AK GRATE INLE-
\- - - - 24" RCP � TOP: 54.31
-E* _-- ,__ -_� � INV =51.36
• \ E--� -�- - OHC - OHC _ _ LF -18 RCP
J.SEW R LI E \� / -BOX W /SLOT
\\ \ t
T�1 TOP: 56.52 J -BOX
/ A.
`TlT TV>T OHC INV =51.02 !.
R 0 X . 37' EST SAN. H \\ - =�� -� -' -- --- -- -- -- I I I / / �� `c/
MH. STUB? RIM 4.91 \ \ CONCRETE SIDEWALK r
�� --_-- -- - - -- a
�� -� (_ ._ ( GTE MANHOL /�� R' `
O TH E f M H I �� �_ - -RIM: 55.91 / // O(�7�0
N \ I 2 CURB &GUTTER --= - 260 LF - 18 "® All J
\ Z ` DROP CURB 2' CURB & GUTTER - -
= CURB INLET REMOVE
N. TRUCK " T P: . 1
30 I I THROAT: 54. 1
G RADIUS ) �\ I I INV =47.26 •
- - - -
T M - A
� S CORNER INLET
0 E : 55.35
W -
J
oc o -
Q
Z
v
\ RIGHT -OF -WAY LINE PER PLAT
II�
I I
�-1
RIM 56.20
CURB INLET
TOP: 56.34
- 2' CONCRETE CURB THROAT: 55.4 INV =49.54
/ P
0 0
M C M U L L E N
H A I N E S ROAD
B 0 0 T H R 0 A D
H/ G WA Y ,# 5 9 3 (P)
100' RIGH T- OF- WA Y(P)
ASPHAL T ROAD
1
A= 3'x2 "r
C = 4' - 5'
D = 1" x 4"
Al
W W
10' -or- 20'
10' -or- 20'
NOTE: USE ONLY WOODEN BARRIER FOR ALL TREES
WHY A BARRIER?
1. TO PROTECT ALL THE ABOVE GROUND PORTIONS OF THE TREE FROM MECHANICAL DAMAGE,
2. TO PROTECT SOIL NEAR TREE FROM COMPACTION AND PREVENT ROOT DAMAGE.
3. TO PROVIDE PHYSICAL AND MENTAL AWARENESS OF TREE'S PRESENCE TO EQUIPMENT
OPERATORS AND CONTRACTORS.
TO MAKE IT WORK
1. PLACE NO HEAVY EQUIPMENT INSIDE BARRIER; ONLY HAND LABOR.
2. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSIDE BARRIER AREA.
BY OBSERVING THESE TWO SIMPLE RULES A TREE'S CHANCE FOR SURVIVAL ARE GREATLY IMPROVED!
SPECIFICATIONS OF INSTALLING A BARRIER
1. MINIMUM RADIUS TO BE PROTECTED:
A. PROTECTED TREES (> OR = 5" DBH AND ALL MANGROVE AND CYPRESS )- 10 FEET RADIUS
2. METHOD OF ERECTION (SEE DIAGRAM):
A. MINIMUM HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 2" x 2" LUMBER.
B. HORIZONTAL MEMBERS OF NO LESS THAN 1" x 4" LUMBER.
BEFORE PERMIT
1. BARRIERS ARE TO BE ERECTED AROUND REMAINING TREES BEFORE CONSTRUCTION, GRADING, OR ANY
TREES ARE REMOVED.
2. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION IS DONE AND HEAVY EQUIPMENT
IS OUT OF THE AREA.
IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE CITY OF TAMPA DEPARTMENT OF BUSINESS AND COMMUNITY SERVICES.
TREE BARRICADE DETAIL
,FIVE - D
3O1
PLANoiirvh .,t L LVLL.vrMENr
SERVICES
CITY OF CLtA,iVVATER
DAVID EVANS and ASSOCIATES, INC.
CERTIFICATE of AUTHORIZA ION: NO. 8331
NOT VALID UNLESS S G �� A D �Y{
DU AE ^TRVITT
FLORIDA REGISTERED ENGINEER NO .42899., _
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REVISIONS: APPD.
4/27/01 REMOVE NOTE
6/21/01 PER CITY REV. DJT
7/16/01 PER CITY REV. DJT
DATE:
ti
DESIGN:
00
DRAWN:
M
CHECKED:
O 00
REVISION:
FILE:
BJ01CSURV
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4:
9:1 -114
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REVISIONS: APPD.
4/27/01 REMOVE NOTE
6/21/01 PER CITY REV. DJT
7/16/01 PER CITY REV. DJT
DATE:
2/13/01
DESIGN:
CMB
DRAWN:
CMB
CHECKED:
DJT
REVISION:
FILE:
BJ01CSURV
SCALE: AS SHOWN
PROJECT NUMBER:
BJV00001
SHEET NO.
OF S
GENERAL NOTES
1. EXCEPT WHERE THE PLANS AND SPECIFICATIONS PROVIDE THAT SUCH
WORK SHALL BE PERFORMED UNDER THE CONTRACT FOR THIS PROJECT,
ALL UTILITIES INTERFERING WITH CONSTRUCTION SHALL BE REMOVED,
RELOCATED OR ADJUSTED BY THEIR OWNERS, AT THEIR EXPENSE. THE
CONTRACTOR SHALL ARRANGE HIS SCHEDULE TO ALLOW UTILITY OWNERS
TIME FOR THE NECESSARY RELOCATION AND ADJUSTMENT OF UTILITIES
AND RELATED STRUCTURES. THE FOLLOWING UTILITY OWNERS HAVE
LINES AND FACILITIES WITHIN THE PROJECT AREA:
1) FLORIDA POWER CORPORATION
2) GENERAL TELEPHONE (CLEARWATER)
3) CITY OF CLEARWATER (WATER)
4) PEOPLES GAS SYSTEM, CITY OF CLEARWATER GAS
5) CITY OF CLEARWATER SEWER SYSTEM
6) TIME WARNER CABLE T.V.
2. THE CONTRACTOR SHALL REMOVE ALL ABANDONED UTILITY LINES, PIPES,
STRUCTURES AND OTHER SUB - TERRANEAN OBJECTS TO A MINIMUM DEPTH
OF FOUR (4) FEET BELOW GRADE, OR AS OTHERWISE DIRECTED BY THE
ENGINEER.
Tt0 +
PROPOSED STORM DRAINAGE STRUCTURES AND PIPE DIMENSIONS \ \ \ °L CONNECT TO EXIST. W.M. W
15> O / i
s \ 8 "x2" TAPPING SLEEVE AND
ss \ \ VALVE (BY PINELLAS COUNTY) 'I+
'uk
°Gti M�
s,> \ "I 0
20 10 0 20 �O
M
+ \ \ \ 2� T n �(1 w
•s V 1 `+
c °tis \�`\ \'tip \ 1\17 SCALE IN FEET 6 -1
SCALE: 1 " =20'
3. THE INDICATED LOCATION OF UNDERGROUND UTILITIES, STRUCTURES AND S, s, • / \ ` S -9 �'2� �
FACILITIES IS APPROXIMATE, AND REFLECTS THE BEST INFORMATION + �V` / 2�� 1 S, \�� O�� \\ Q CONST. 84 LF -15" RCP 0 0.00% ►-•1 ' 00
AVAILABLE FROM SURVEYS AND RECORDS. THE CONTRACTOR SHALL 6 0 °p �6 ss9 nA Vi
VERIFY THE ACTUAL LOCATION AND EXTENT OF UNDERGROUND FACILITIES / \ 9
PRIOR TO PROCEEDING WITH ANY CONSTRUCTION ACTIVITY WHICH MAY �j / NSTALL 1" REDUCED \s �O' e G \�Z \ /� CONST. 102 LF - 18" RCP 0 0.49%
AFFECT SUCH FACILITIES. lk� �OPj PRESSURE BA FL F� ��, �c l \ / 9:) -1 5 O0.,
F, PREVENTER DEVICE s� 9'• \
4. ALL STATIONS AND OFFSETS REFER TO SURVEY LINE, UNLESS OTHERWISE s� % CONST. 24 LF s Oq \ 0-
NOTED. s? 0 1 -1/2" W.M. ,p G,y s \ O�
5. NO TREE THAT IS NOT DESIGNATED IN THE PLANS TO BE REMOVED SHALL �• `O/ 0`�� PROPOSED ONE STORY
BE REMOVED UNLESS ITS REMOVAL IS DIRECTED BY THE ENGINEER. OS O�
6. MATERIALS INTERFERING WITH CONSTRUCTION, AND ALL ABANDONED a GT�j / OFFICE BUILDING j ��j\��s� 0 \ \ �v� O,� s
UTILITY LINES, PIPES, STRUCTURES AND OTHER SUB - TERRANEAN / 7,000 S•1• S .0 �iS. \ �' CONST. 6" THICK CONC.
OBJECTS TO BE REMOVED, SHALL BE DISPOSED OF AS DIRECTED BY THE �Q �^ S O
ENGINEER. ALL MATERIALS NOT CLAIMED BY THE COUNTY SHALL BECOME o \�s� FF =N.50 / 2s �G \ \��O�l�A�� APRON (3000 PSI) W/
THE PROPERTY OF THE CONTRACTOR, AND SHALL BE DISPOSED OF BY THE 6X6 / 10X10 WWM
CONTRACTOR IN AREAS PROVIDED BY THE CONTRACTOR. J > 4 bb 88 h F\
7. BORROW MATERIAL REQUIRED FOR CONSTRUCTION OF THE PROJECT SHALL ,
BE PROVIDED BY THE CONTRACTOR FROM BORROW AREAS PROVIDED BY THE o O g���G K 3�S ,
CONTRACTOR. v1 \ s a ��i� OF O� �Q,
8. ALL AREAS OF EXPOSED EARTH RESULTING FROM CONSTRUCTION U I S �iS`• G + C ,�O S -5 �' ' p : : ° 35 \ \ F Ulf-
ACTIVITIES SHALL BE SODDED AS DIRECTED BY THE ENGINEER.
SEEDING AND MULCHING SHALL BE APPLIED ONLY WHERE SPECIFICALLY S.C.O. �,O s 5� Fx �O q
CALLED FOR IN THE PLANS AND SPECIFICATIONS, OR WHERE b \ /T\ v� s9 INV= 52.651 J C'p
1 O
SPECIFICALLY DIRECTED BY THE ENGINEER. d �'- �' u • , / S S „ S -
F ,n v7 h4 • 8, A0 O .00, ... s.: . 4 �P \ • f �F'1'G,
9. EXISTING ROADWAY MATERIALS SUCH AS SHELL, MARL, OR LIMEROCK w I \ 9s\ /O'
SUITABLE FOR SUCH USE SHALL BE UTILIZED IN THE PREPARATION OF I I I f I s \ �Fti PF O• �, ;, ° `/ �' FT
STABILIZED SUBGRADE. s+ e� \ P
}P) MATCH EXISTING GRADE ALONG ALL PROPERTY LIWE s� \'sF�.. r ,:K,: �9 set FIELD ADJUST EXI CONST. 65 LF
10. ALL EXISTING MARL AND OTHER ACCEPTABLE ROADWAY MATERIALS ss s' 1 j�s ss -� . ' :: ' s o
SUITABLE FOR SUCH USE SHALL BE UTILIZED IN THE PREPARATION OF 9, s �,p �'C' i5` S8, t�� Op. PIPE END T�A'v ;>i�ssm 15" RCP 0 0.92%
SOIL- CEMENT BASE. I I I �I CURB INLET u, INSTALL A 6 (MIN.) \ s 30 �N," \ rx1 FNFLICT W/ NEW M. sgq�o s
TOP: 55.64 o ss WOOD FENCE s o p,• s �' Fyoyro
(VAC. EASEMENT 6/17/01)) \ s
11. ALL EXCESS MATERIALS RESULTING FROM EXCAVATION FOR CONSTRUCTION _sue N INV = 52.69 °- o+
OF THE PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR IN AREAS STORM MANHOLE ss -�� TEL"
_ - - -- OE - LV _0n 2O'34" E 145.28' /P &c /F S �, --- 'T • += ,•' =�: s'o,� , Q 9 +J O O
PROVIDED BY THE CONTRACTOR. o`' _ N gE - - t t - B :•` O�v�- = : "' `' - . '��i N UTILIT EM T VAC.
RIM: 55.69 ti° I I I _ �- 4x '' 0 ' X00`.:• - ... '.,.'�.; h� `o P O Qi
A=RE SETBACK - = 3' SE_ T VAC. �, f
12. ALL GRATES FOR DITCH BOTTOM INLETS ARE TO BE GALVANIZED STEEL INV =53.09 A ?'''•�' ' r "� - - s
PER FDOT INDEX NO. 232. I v I �•. . 00,
I I I I ' -0k� O s O O �0 .oO Q �, �� �, pp 7 rw
13. ALL STORM SEWER INLET, MANHOLE AND JUNCTION BOX COVER LIDS 4.5' X 4.5' INLET 6" PVC �Y tip N 05 5 pD, u, 58.26 p� +`L .� + ,p
SHALL BE FABRICATED AND STAMPED AS DETAILED IN THE PLANS. TOP: 55.48 s s I •' p f q �j$' 1 0 57.7 P °� p � 5 4 TC p / s p A• y EL
THROAT: 54.68 RCP_ _p o- 18 TW 5 57.9 P f sA i �,
28 LF 18" Z � F o �
Typ o / p 57.7 EP `1 V�' s� cP T Oy 1 \ \ W
14. INLSTREET INT RSECT10NIFA AREAS SHALL LBE OF THE MSAME MATERIAL JTE AND INV =52.53 .� / ca C 8 STO / �O Colo, 68 EP �y`1 eq, �� O O �� `-tD• C �R J
THICKNESSES AS THAT SPECIFIED FOR CORRESPONDING COURSES IN THE S -1 �IcO►V ( YP•) f� ?00' S0 D= A S -6 S S� "7 z ® G V LL
ROADWAY TYPICAL SECTION. I ? . -� z " W / o O
�U ° rn rn 5 - 9'x21' SP ACES 0 70' 7 T�� ` O >
1 +00 af 9- 9'x21' S ACES 0 70' 3- 9'x21' SPACES ®70' 35 4 O '� O
15. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING CONST. 6" THICK CONC. mss"' ^;, I 0 3 +00 & 1 - 12'X21' H.C. SPACE 5$'� EP O 00, 6o A �y' (L 7
REQUIRED TO PROTECT ADJACENT STRUCTURES OR TO MINIMIZE TRENCH O O. o v 2 +00 I S_
ALL % S O ya
WIDTH. WHERE A SEPARATE PAY ITEM IS NOT PROVIDED, THE COST OF APRON 3000 PSI W 0.50% N 00'20' " 7.3 S -4 \�L
AlL SHEETING, SHORING AND BRACING REQUIRED SHALL BE INCLUDED IN 6 "x6" / 10X10 WWM �, '�^ i� _ 0.50 �, -�" -� ONST. 54 L ��
THE CONTRACT PRICE FOR THE ITEM OF WORK FOR WHICH SHEETING, Q S -2 "S `CONST. 156 LF \� 8" RCP 00... 209 S8?g (f�
SHORING AND BRACING IS ANTICIPATED TO BE REQUIRED. ,Qg �g> I s °: / A S P H AI L T P A E M E N T I 15" RCP 0 0.25% I / S -3 T
A 7_FRONT SETBACK -_ PROPOSED 5 C S -7 ss Q cc
16. NO SURFACING SHALL BE APPLIED TO ANY MANHOLE COVERS, FRAMES, 00• S �p SIGN v FA CMLf&WALL j_ Q
VALVE BOXES, GAS DROPS, ETC. ALL EXISTING AND PROPOSED UTILITY s S� + SIGN s ss �" ��0.00' J' �o `� CONS 8 LF E �rn , 1 1 ' spy ?�p 9 J
AND STORM SEWER STRUCTURES WHOSE TOPS WILL BE EXPOSED WITHIN o --�� "� �� 5.25 11 00
rn N 60.00 41.91' S S N T •
ANY PAVED AREA SHALL BE ADJUSTED SO THAT THE TOP SURFACE OF 60.00' + $ OD• 12 19 E 281.92 + �o m `� + s cn = (J
COVERS OR FRAMES SHALL BE FLUSH WITH THE PAVEMENT SURFACE. / / s G� ''Pj sss �, \ ss sse Nom + ss oi° i s@ X00 �nQO �^ �/ /� ?�
CONST. 54' LF DROP RB S o \ ' �� _ >7�' 24" RCP s �o+ 8" K s GRATE INLET
- - - - - -- - 741E - s UL
17. ALL EXISTING AND PROPOSED UTILITY AND STORM SEWER STRUCTURES ss s q N rn cn - b 24 RCP sR TOP: 54.31
WHOSE TOPS WILL BE EXPOSED WITHIN UNPAVED AREAS SUBJECT TO MATCH XIST. s3 v \ ss s s m m '� - - -- - - -� - - - _ _ o S -$ I = 1.
( ) / I 3 E�..t SQL W C1 F.N.
VEHICULAR, BICYCLE OR PEDESTRIAN TRAFFIC SHALL BE ADJUSTED SO I A so 9LF -18 RCP S O
THAT THE TOP SURFACE OF COVERS OR FRAMES SHALL BE NO MORE THAN CONST. N W 4 CONIC. SIDEW LK I \ �- {- {{ - - - z° D 0I OHC
ONE INCH ABOVE THE FINISHED GRADE. WHERE SODDING IS APPLIED (MATCH f XIST.) / ss \ ss s U
"FINISHED GRADE" SHALL BE THE NOMINAL HEIGHT OF GRASS AFTER THE • . as \ F. -BOX W /SLOT s �� ss
SOD IS FIRMLY PLACED. I \ \ ONO � 24" W.M. m 24" RCP TO
:56.52 s, / J -BOX -Y�- O�
s �s s INV =51.02 OF DANIEL STREET
18. THE CONSTRUCTION LENGTHS INDICATED IN THESE PLANS ARE I OHC \ \ S - S I A w / s
APPROXIMATE. ACTUAL LIMITS MAY BE SET IN THE FIELD AS DIRECTED
ss \ �- sss I v SS /� �
BY THE ENGINEER. \ \'� \ -� �- - - - - - - - s /.� tQ
CONIST. NEW H4C. RAMP SAN. H \ a s s s s +- - - - - - - - - 9� CONST. 153 LF OF 6" e Y -+
\\ \ \\ �� sF s� A� sR ----- +---- - - - - -_ 56.2s ss PVC SERV. LAT. 00.45 %sses �+� �� /� s Q
19. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY PER DETAIL RIM 4.91 I \ \\ ` - A s CONCRETE SIDEWALK - - -i - - - - - - - - - - - _ �9 - --- - /// 0
TRAFFIC CONTROL AND SAFETY DEVICES, IN ACCORDANCE WITH THE U.S. INV =S .36 N &S \\� - - GTE MANHOL +- - - - - - - -�__._ - - - - - s / s
(MANH EXIST.) I ( ) \\ �- - _ _ _ _ _ _ _ I s CONNECT O EXIST.
DEPARTMENT OF TRANSPORTATION "MANUAL ON UNIFORM TRAFFIC CONTROL INV =S 46(W) u \ ��� �5 .34 5529 RIM: 55.91 0, ss ss INV = 51.95±
DEVICES" AND THE CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION 4j\ -- _ _ � _ _ _ _ _ - _ 55.13 55.62 - - - - '-` - - _ _ _ 'ss ss - - 56•46 - // ss� ,� (�
"ROADWAY AND TRAFFIC DESIGN STANDARDS ", AS AMENDED BY THE b .17 0 2T- - - - - _ _ ---- _ _ _ _ = - __+ - - 55.74 5538 �` --
SPECIFICATIONS FOR THIS PROJECT. ..�. N - - - _ - - - _ - - - 56.13 _ _ 5s 2 ss 56.27 F A V f
� CURB & G -UTTER -= ss.91 260 LF - t8" RCPT 56.34
S 55.25 - - -" - -_ -__ - ______ _ _ =56.18 _ _ _ ---=�S f \ rrn C
S vJ
20. ANY PAVEMENT STRIPING SHOWN ON THE PLANS SHALL BE DONE BY � �� � A ,A Si• � � 2' CURB &GUTTER - -" - - - - ss -
CONTRACTOR. = CURB INLET
A
22. ALL PROPOSED SURFACING OVERLAID ON EXISTING PAVEMENT SHALL BE SAN.
TRUCK 3 • TOP: 41 �T f
FEATHERED SMOOTHLY INTO THE EXISTING PAVEMENT. TURNING RADIUS �\ I I THROAT: 54. 1 9J
INV= 47.26 00
23. DURING THE CONSTRUCTION OF DRAINAGE STRUCTURES, AND OTHER I - 60_00'(P - - 60.00'(P) - 60.00'(P) 60_00•(P) - 74.74'(P) SAN.MH
STRUCTURES REQUIRING EXCAVATION, THE CONTRACTOR SHALL PLACE - - - RIM 56.20
�. a_� N
Q [E'-: M o ? \ INV= 51.80(S &W)
STRAW BARRIERS AROUND SUCH STRUCTURES TO PREVENT EROSION AND � � RIGHT -OF -WAY LINE PER PLAT CONST. 36.5 LF OF
THE MIGRATION OF SEDIMENT TO POINTS OUTSIDE THE CONSTRUCTION Q 0 CORNER INLET INV= 52.40(N /NW)
AREA. THE STRAW BARRIERS SHALL BE PLACED IN ACCORDANCE WITH O 55.35 _I I o TYPE I CURB &GUTTER o"
THE REQUIREMENTS OF FDOT INDEX NO. 102. I Q J
CURB INLET A
� s ss s (MATCH EXIST.) TOP: 56.34
24. THE CONTRACTOR SHALL PROVIDE SILT BARRIERS AS DIRECTED BY THE c O ~ s9 oa sr, s��, 1:10
THROAT: 55.43 (_ REVISIONS: APPD.
ENGINEER TO CONTROL EROSION AND SEDIMENTATION FROM TAKING PLACE I J 9+- - - - - - -I - - - - - - - -- - - - �- - - - - - ,+. - - - 2 CONCRETE CURB - - -pA ss INV -49.54 V
OUTSIDE THE LIMITS OF THE PROJECT. THE SILT BARRIERS SHALL BE ELI ~ Z - - - - - - - _ 's saw 1-16, / NOTE: 4/27/01 REMOVE NOTE
- - - - - - - - - - - - - - - - - - - - - _ _ _
+--------- - - - - -s
PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CLEARWATER, (I - - - - - - - - - - - - - - - - - - +- _ _ - - - - - - _ u+- - - - - - - - ss
OR AS DIRECTED BY THE ENGINEER. J Q I o -' - - - - - - .- - - - - - - - - - _ -+
ALL UNUSED DRIVE APRONS ARE TO BE REMOVED BY THE 6/21/01 PER CITY REV. DJT
v P CONTRACTOR AT THE OWNER'S EXPENSE. THE RIGHT -OF -WAYS ARE 0
26. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT ALL O o TO BE RESTORED WITH NEW SIDEWALK AND SOD, AS REQUIRED.
CONSTRUCTION ACTIVITIES SHALL CONFORM TO PINELLAS COUNTY 0 6/29/01 PER CLIENT DJT
ORDINANCE N0. 74 -11, SECTION 4, ITEM "B ", CONSTRUCTION NOISE. Q THE CITY OF CLEARWATER, AT THE OWNER'S EXPENSE, WILL
SIDEWALK GENERAL NOTES M C M U L L E N B 0 0 T H R 0 A D RELOCATED AS PART OF MIS WATER METERS THAT HAVE TO BE 7/16/01 PER CITY REV DJT
v H A l N E S R 0 A D H l G H WA Y # 5 9 3 ( P> BRING ALL SUBSTANDARD SIDEWALKS AND SIDEWALK RAMPS 8/01/01 PER CITY REV DJT
1. IF UTILITIES INTERFERE WITH CONSTRUCTION, THE CONTRACTOR SHALL _
ARRANGE HIS SCHEDULE TO ALLOW UTILITY OWNERS TIME FOR NECESSARY ADJACENT TO OR A PART OF THIS PROJECT UP TO STANDARD,
ADJUSTMENTS. 100 RICH T -OF- WA Y(P) INCLUDING A.D.A, PER SIDEWALK DETAIL ON SHEET 6 OF 8.
2. SIDEWALK ALIGNMENT MAY BE ADJUSTED IN ORDER TO AVOID TREES, ASPHALT ROAD tom' -= ALL WORK IN THE CITY OF CLEARWATER RIGHT OF WAY MUST MEET
ORNAMENTAL SHRUBS AND ETC, AS DIRECTED BY THE ENGINEER. SITE DATA: !)!J l; �
Is Z J CITY STANDARDS.
1� u DATE: 2/13/01
3. NO TREES SHALL BE REMOVED UNLESS DESIGNATED FOR REMOVAL BY THE ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DESIGN: CM I3
ENGINEER. PAY ITEM NO. 580 -332. SITE AREA 0.742 ACRES 32,322 S.F.
ZONED °0" - OFFICE USE LEGEND DRIVEWAYS AND SIDEWALKS SHALL BE WRAPPED WITH MIRAFI 140N DRAWN: CMB
4. IF THE ENGINEER INDICATES THE CUTTING AND REMOVAL OF LARGE TREE _s.. FILTER FABRIC OR EQUAL. FABRIC TO BE A MINIMUM OF 30" IN WIDTH
(D) = DO NOT ENTER SIGN (R5 -1) CIIECKED: DJT
ROOTS FOR THE INSTALLATION OF THE SIDEWALK, THEY SHALL BE AND CENTEREC ON PIPE. (PER CITY CONTRACT SPECIFICATIONS AND
CLEANED PRIOR TO CUTTING, CUT WITH A SAW OR AXE, AND WOUNDS ITEM REQUIRED PROPOSED -� (R) = NO RIGHT TURN SIGN (R3 -1) STANDARDS, PART "B', ARTICLE #19) REVISION:
PAINTED WITH "TREE KOTE" OR APPROVED ASPHALT BASE WOUND -•s- (S) = STOP SIGN (R1 -1)� '.� �j' "'
F.A.R. 0.40 0.22 (7,000 S.F.) -2-(L) = NO LEFT TUN SIGN (R3 -1) FILE: BJ01CST05
DRESSING. TRIMMING OF TREE LIMBS SHALL BE ONLY AS DIRECTED BY HANDICAP STRIPING TO MEET CITY STANDARDS -SEE DETAIL ON
THE ENGINEER AND PERFORMED IN A PROFESSIONAL MANNER. I.S.R. 0.75 0.62 (19,908 S.F.) = SOLID WHITE TRAFFIC ARROW #� 3 2� '13l SHEET 6OF8.
MIN. LOT AREA 10,000 S.F. 32,322 S.F. ® = SOLID WHITE STOP BAR (18 ")
5. BORROW MATERIAL REQUIRED FOR CONSTRUCTION OF THE PROJECT SHALL SYSL /4" = SINGLE YELLOW SOLID LINE / 4 "WIDE PLANt4,t v y „ty��Llr ?VIENT SCALE: AS SHOWN
BE PROVIDED BY THE CONTRACTOR FROM BORROW AREAS PROVIDED BY THE MIN. LOT WIDTH 100, 281' SWSL /4 "= SINGLE WHITE SOLID LINE / 4"'WIDE ,E,�ViCEJ
CONTRACTOR. PAY ITEM NO. 120 -6. MAX. HEIGHT 30' 20' DSYL /6 "= DOUBLE SOLID YELLOW LINE / 6 "WIDE
o = DT SIGN (DRIVE THRU) CITY CE t,Lt��' <'JVATER PROJECT NUMBER:
6. EXCESS MATERIALS RESULTING FROM EXCAVATION FOR CONSTRUCTION OF FRONT SETBACK 25' 10', 7.25', 25'
THE PROJECT WILL BE DISPOSED OF BY THE CONTRACTOR OR UTILITIZED SIDE SETBACK ZU' 10' +� - EXISTING GRADE �•��"00001
IN THE PROJECT AS DIRECTED BY THE ENGINEER. NO PAY ITEM COST B �/
TO BE DISTRIBUTED INTO OTHER ITEMS OF WORK IN THIS PROJECT. REAR SETBACK 20' 5' - 10' PARKING MINIMUM 24 25 ���� - EXISTING CONTOUR
7. THE CONSTRUCTION LENGTHS INDICATED IN THESE PLANS ARE �y:so - PROPOSED GRADE
APPROXIMATE. ACTUAL LIMITS WILL BE SET IN THE FIELD AS BUILDING AREA - 7,000 S . F . / SIIEET NO.
DIRECTED BY THE ENGINEER NO PAY ITEM COST TO BE DISTRIBUTED
INTO OTHER ITEMS OF WORK.
PAVING AREA
-
11,770 S . F.
ABOVE GROUND
PROPOSED FLOW DIRECTION
8. CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH SECTION
102 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
LANDSCAPE REQUIREMENTS
CONTRACTOR IS
TC /TS
- TOP OF CURB /TOP OF SIDEWALK
-4770) AND FLORIDA POWER CORPORATION
AT (1- 813 - 842
- 9591), 48 HOURS BEFORE BEGINNING WORK.
CONTRACTOR TO
PROTECT ALL EXISTING UTILITIES IN THE
- EXISTING TREE (TO REMAIN)
SPECIFICATIONS.
WATER LINE INSTALLATION NOTES
PERIMETER BUFFER
5' - 8'
- EXISTING TREE (TO BE REMOVED)
McMULLEN BOOTH RD.
25'
8'
1. ALL NEW WATER FIXTURES MUST BE IN CONFORMANCE WITH AMERICAN WATER WORKS ASSOCIATION
DANIELS ROAD
25'
10'
(AWWA) STANDARDS.
CHARLES ST.
25'
10'
2. ROCK AND UNSUITABLY SIZED STONES (AS DESCRIBED PER AWWA STANDARDS AND /OR THE PIPE
INTERIOR (10% ISR)
1 , 170 S.F.
1 , 381 S.F.
MANUFACTURER'S RECOMMENDED INSTALLATION PROCEEDURES) FOUND IN TRENCHES FOR NEW AND
RELOCATED WATER MAIN PIPE BE REMOVED TO A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF
THE PIPE, THAT CONTINUOUS AND UNIFORM BEDDING BE PROVIDED IN TRENCHES FOR NEW WATER MAIN
PIPE, AND THAT BACKFILL MATERIAL BE TAMPED IN LAYERS AROUND NEW AND RELOCATED WATER MAIN
PIPE AND TO A SUFFICIENT HEIGHT ABOVE SUCH PIPE TO ADAQUATELY SUPPORT AND PROTECT THE PIPE.
DAVID EVANS and ASSOCIATES, INC.
CERTIFICATE of AUTHORIZATI N,' NO. 8331
NOT VALID UNLESS SIGNED--& SE4LED BY;
DUANE JAR",
TR"
FLORIDA REGISTERED ENGINEER 0. ,4289 s
WARNING
ABOVE GROUND
OR UNDERGROUND UTILITIES MAY BE IN
THE AREA OF THIS
PROJECT - PROCEED WITH CAUTION.
CONTRACTOR IS
TO CALL THE SUNSHINE STATE ONE CALL
AT (1- 800 - 432
-4770) AND FLORIDA POWER CORPORATION
AT (1- 813 - 842
- 9591), 48 HOURS BEFORE BEGINNING WORK.
CONTRACTOR TO
PROTECT ALL EXISTING UTILITIES IN THE
AREAS OF CONSTRUCTION.
DAVID EVANS and ASSOCIATES, INC.
CERTIFICATE of AUTHORIZATI N,' NO. 8331
NOT VALID UNLESS SIGNED--& SE4LED BY;
DUANE JAR",
TR"
FLORIDA REGISTERED ENGINEER 0. ,4289 s
se
�+
\ B'
s> \ ALp
s \ !y
LANDSCAPE NOTES:
\ ly PROVIDE AUTOMATIC IRRIGATION SYSTEM FOR ALL NEWLY PLANTED AREAS. CONNECT TO A WELL
SYSTEM WITH RAIN SENSORS, AND A WEEKLY TIMER.
s e �\ �9 \ \ } A TEN FOOT LANDSCAPE BUFFER ALONG McMULLEN BOOTH ROAD IS TO BE PERMITTED WITH PINELLAS
\�c \ COUNTY. PLANTING TO BE LOW LEVEL SHRUBS. THE PROPOERTY OWNER'S OBLIGATION TO
LANDSCAPE \ WITHIN CONTINGENT II TM PERMITTING CRITERIA, AND
REASONABLE ECONOMIC CONDITIONS IMPOSED BY PNELLAS COUNTY
\\ 9
20 10 0 20 TECHNICAL NOTES:
LANDSCAPE DEBIT 2 AG \ \+\ QV \ \ 1. GRADE ALL FURNISHED PLANTS SHALL BE FLORIDA GRADE #1 PR "GRADES AND
® + s s 11 \ STANDARDS FOR NURSERY STOCK" PARTS I & II, FLORIDA DEPT. OF AGRICULTURE
AND CREDIT CALCULATIONS NO � � \ \ \ \ SCALE IN FEET AND PLANTED ACCORDING TO PROPER NURSERY STANDARDS.
9 \ 2. SOD. SOD AS SPECIFIED, SHALL BE CERTIFIED TRUE AND VARIETY, SAND GROWN,
SCALE: 1 " =20' LAID STAGGERED IN ROES, ROLLED AND FERTILIZED.
Trees to be Removed Trees to be Replanted \ Fo\ 3 MULCH LANDSCAPING SHALL BE TOPDRESSED WITH A MINIMUM 2' LAYER OF
SIZE (in.)
TYPE
WARNING
Oak
ABOVE GROUND
OR UNDERGROUND UTILITIES MAY BE IN
THE AREA OF THIS PROJECT - PROCEED WITH CAUTION.
CONTRACTOR IS
TO CALL THE SUNSHINE STATE ONE CALL
AT (1- 800 -432
-4770) AND FLORIDA POWER CORPORATION
AT (1- 813 - 842 -
9591), 48 HOURS BEFORE BEGINNING WORK.
CONTRACTOR TO
PROTECT ALL EXISTING UTILITIES IN THE
AREAS OF CONSTRUCTION.
22
Chinaberry
26
se
�+
\ B'
s> \ ALp
s \ !y
LANDSCAPE NOTES:
\ ly PROVIDE AUTOMATIC IRRIGATION SYSTEM FOR ALL NEWLY PLANTED AREAS. CONNECT TO A WELL
SYSTEM WITH RAIN SENSORS, AND A WEEKLY TIMER.
s e �\ �9 \ \ } A TEN FOOT LANDSCAPE BUFFER ALONG McMULLEN BOOTH ROAD IS TO BE PERMITTED WITH PINELLAS
\�c \ COUNTY. PLANTING TO BE LOW LEVEL SHRUBS. THE PROPOERTY OWNER'S OBLIGATION TO
LANDSCAPE \ WITHIN CONTINGENT II TM PERMITTING CRITERIA, AND
REASONABLE ECONOMIC CONDITIONS IMPOSED BY PNELLAS COUNTY
\\ 9
20 10 0 20 TECHNICAL NOTES:
LANDSCAPE DEBIT 2 AG \ \+\ QV \ \ 1. GRADE ALL FURNISHED PLANTS SHALL BE FLORIDA GRADE #1 PR "GRADES AND
® + s s 11 \ STANDARDS FOR NURSERY STOCK" PARTS I & II, FLORIDA DEPT. OF AGRICULTURE
AND CREDIT CALCULATIONS NO � � \ \ \ \ SCALE IN FEET AND PLANTED ACCORDING TO PROPER NURSERY STANDARDS.
9 \ 2. SOD. SOD AS SPECIFIED, SHALL BE CERTIFIED TRUE AND VARIETY, SAND GROWN,
SCALE: 1 " =20' LAID STAGGERED IN ROES, ROLLED AND FERTILIZED.
Trees to be Removed Trees to be Replanted \ Fo\ 3 MULCH LANDSCAPING SHALL BE TOPDRESSED WITH A MINIMUM 2' LAYER OF
SIZE (in.)
TYPE
6
Oak
10
Oak
11
Laurel
8
Chinaberry
5
Citrus
6
Citrus
4
Oak
22
Chinaberry
26
Oak
22
Oak
24
Oak
24
Oak
168
Total
SIZE (in.)
TYPE
QTY.
Total
2
Myrtle
14
28
2
Oak
7
14
24" O.C.
Total
I
42
GRADE "A' MULCH IN ALL PLANTING BEDS AND AROUND ALL FREE STANDING
Ass \\ o\ TREES.
9sti\ 4. BERMS. BERMS SHALL BE CONSTRUCTED OR INDIGENOUS SOIL AND COMPACTED
s o s ?> / 2�, s> Fo \ TO 25 %.
+ \,c� s \\" o \ O 5. PLANTING. PLANS SHALL BE SET PLUMB, AT THE SAME GRADE AT WHICH THEY
NO HAVE BEEN GROWN, BEST SIDE FACING PRIME VISIBILITY AND THOROUGHLY WATERED
21 / 2 S 9 G \��s2 \ IN TO ELIMINATE ANY POCKETS OF AIR.
F� `s'\ Q \ \� \ 6. TREES. TREES SHALL BE SET IN A WATER RETENTION DISH 6' IN DEPTH AND
qc O -- AG
9 \ EQUAL IN DIAMETER TO THE ROOT BALL AND MULCHED. TREES SHALL BE
s o o"' 27 \ APPROPRIATELY LG MA MAINTENANCE HALL BE THE RESPONSIBILITY OF THE
s> / 2 \ 7. MAINTENANCE. ALL
? MC '�'4.1,t ss \ CONTRACTOR UNTIL OWNER ACCEPTANCE.
Total (in. 2 PROPOSES ONE S70Ri �O O r0 Kp? \ 8. PLANT QUANTITIES SHOWN ON LANDSCAPE PLANT AND MATERIALS LIST ARE
QUANTITIES TO BE USED FOR INSTALLATION
Debit
168
Credit
42
Difference
126
Fee I Inch
$48.00
ME Fee
$6,048.00
urrFUL DUIUA NG \ \sue O p \ 9. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE
7.000 &f. / ss'Op "� " \ UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS,
FTT %50 / `'S \ \ \ EQUIPMENT Or ANY KIND TW THIN CONSTRUCTION DRIP LINE OFNARTREEE Om REMAIN ON THE
\ \ 30 \ AG \ \ \ SITE UNLESS OTHERWISE APPROVED BY THE COUNTY OR CITY.
\ BM BM \ ► ° \ \ %- -'0 GENERAL NOTES:
12 > 12 \ _U 1. CONFORMANCE. IMPLEMENTATION OF THIS DRAWING SHALL CONFORM TO THE
LM A+ \� ; ° \ HIGHEST STANDARDS OF THE TRADE AND TO ALL PREVAILING ORDINANCES AND CODES.
° . \ 2. IRRIGATION. EXECUTION SHALL BE ACCOMPLISHED BY THE INSTALLATION OF A
88 34 \ p o. • \ 1009 OVERLAP COVERAGE, UNDERGROUND IRRIGATION SYSTEM TO THE
60 ° ° \ STANDARDS AND SPECIFICATIONS OF THE FLORIDA IRRIGATION SOCIETY.
NO \ 30 s 3. SAFETY. DUE CARE AND PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGES
21 20 BM s's. °: ., �- • \ \ AND INJURY TO PERSONS, SERVICES, UTILITIES, STRUCTURES, ETC. ON OR ABOUT
MC LM a THE SITE DURING THE COURSE OF THE WORK.
2 20 24 ° + sAA . ° 4. OWNER'S INTERESTS. THE CONTRACTOR SHALL NOT PERFORM ANY WORK THAT TO
I ss s �Fq �, , * •• \ \ / HIS KNOWLEDGE OR IN HIS OPINION IS CONTRARY TO THE BEST INTERESTS
I1 �
NO QV s + 6� + > 'P BM •• ': j ' BM s C OF THE OWNER.
ts ss* + ( s 12 1 NO `IF 12 : '. •'•: 12 MC °� Ao 5. CLEAN -UP. AT THE COMPLETION OF WORK, ALL DEBRIS AND WASTE SHALL BE
•s,� 't t .15 }ass ss NO 12 f�C qc
s •.:.:
� C \ � \ �s��m� CLEANED UP AND REMOVED FROM THE SITE.
I ( '• - g 6. ROUGH GRADE. THE GENERAL CONTRACTOR SHALL FURNISH A ROUGH GRADE
TO +2" OR FIXED CONTROL, ELEVATIONS, FREE OF DEBRIS, CONSTRUCTION WASTE
-OE N _ _ _ _ �0� ; `.:.. s `� 1 ° AND WEEDS.
ti" 1 I - " ' ' ,' + F Q IRRIGATION NOTES:
I - :. `• - - - - ip S� 1. IRRIGATION DESIGN AND /OR CONSTRUCTION TO BE FURNISHED BY THE
I I 1 1 ss 7" "fix sg LANDSCAPING AND /OR IRRIGATION CONTRACTOR. IRRIGATION SYSTEM
6" PVC ° JC
s ss 1 1 PR \ •s+ F CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS.
? OAK 40 1 � G �1
j CONTRACTOR TO COORDINATE APPROVAL OF IRRIGATION SYSTEM WITH THE OWNER
ss>t 1 9ti� AND ALL APPLICABLE GOVERNMENT AUTHORITIES, PRIOR TO CONSTRUCTION.
(� JC D D \ \-b, 2. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW
I s I ( 0 35 MC S
1 TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW
o JC EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL
JC JC ] 'AO OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE
RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPED TO EACH INDIVIDUAL
MC 19 40 42 �� A \ 1 PLANTER ISLAND, AND IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE
° f 1 I I I
° T� S�O,y ` AG
C) THAN 50 FEET FROM A WATER SUPPLY HOSE BIB. SHALLOW WELLS, OPEN SURFACE
6 WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A
SOURCE OF IRRIGATION WATER.
°' • ( 10' LAND�CAPE BUFFER WITHIN R/W ( 3. IT SHALL BE THE CONTRACTOR /IRRIGATION SUBCONTRACTORS RESPONSIBILITY TO 7_FRONT SETBACK
- -
_ ss ENSURE THAT ALL LANDSCAPED AREAS SHALL BE PROVIDED WITH AN IRRIGATION
>o CMl9ssWALL sp 'e��� 99
6666 sms s e sss -ss �O.00_ COAST. 88 SYSTEM THAT SUPPLIES ERI PERCENT MINIMUM COVERAGE TO ALL REQUIRED
-. � � � LANDSCAPING PLANT MATERIAL. THE IRRIGATION SYSTEM MAY CONSIST OF AN
60.00 441.91 + AUTOMATIC OR UNDERGROUND SYSTEM , DRIP SYSTEM, QUICK COUPLING VALVES, OR
ss N \ so.00' 29 s +s6 RI + s 1 s ISRs HOSE BIBS WITHIN 50 FEET OF ALL REQUIRED LANDSCAPING PLANT MATERIAL. A LOW
ssAs ° s9 0 \ s> 32 s 32 s> s3 - _ 0 s s VOLUME IRRIGATION SYSTEM SHOULD BE USED WHEREVER POSSIBLE. THE IRRIGATION
REQUIREMENT SHALL BE WAIVED WHERE APPROPRIATE NATIVE PLANTS ARE USED TO
s� 10" C.I. F.M. MEET ALL THE LANDSCAPING REQUIREMENTS. NO IRRIGATION LINES SHALL RUN
THROUGH THE PROTECTIVE RADIUS OF ANY TREES.
4. POP -UP HEADS SHALL BE PROVIDED IN ALL SODDED AND LANDSCAPED AREAS,
W
W
rQ
,^ R ss INCLUDING ISLANDS WITH CARE TAKEN IN PLACEMENT OF HEADS TO AVOID
�i � s F -B / 24" RCP TO
24 ,, ..,� �,� v,, -s � ---,L-�--•-�y�, -Qt1TF -ASE -- IXCESSIVE BREAKAGE BY AUTOMOBILE AND FOOT TRAFFIC.
^' / ! 14 " OF DANIEL STREET 5. OWNER SHALL PROVIDE ON -SITE WATER SOURCE (IRRIGATION WELL) FOR USE BY
fly ss V IRRIGATION CONTRACTOR UNLESS OTHERWISE SPECIFIED.
- - ss9 A ss / tip 6. OWNER SHALL PROVIDE ELECTRICAL HOOK -UP AT A LOCATION PROVIDING
SAN.MH ss s s L- - - - - - . - - - - ss s ' �y/ ACCESSIBLE SERVICING OR AUTOMATIC TIMER.
\\\ A -+- - - _ _ 56.26 ss c �� / ss �. 7. THE CONTRACTOR SHALL PROVIDE ACCESS UNDER ASPHALTED AREAS SUFFICIENT
IRIM 54.91 �\\ -_- A 4v - - -- - -{•- - - - - -- - _ R ______ _ S QV �
INV= 50.36(N &S) °4 \ �� -� _ - I 1 -I QV �- - - -+- s / a TO PROVIDE ACCESS TO ALL ISLANDS AND BEDS FROM WATER SOURCE AND
INV =50.46 W Kn �� 5 .3a ss RI
( ) u. � ��• 55.29 ---_ _ 1 R QV ss ss / / AUTOMATIC TIMER AND VALVES. THE SITE CONTRACTOR SHALL COORDINATE AS
� ss.sz_ -' ---_ '•--- -° ----- - -� > _ 3s 'ss 56.46 3'2 // ss (� / NECESSARY WITH THE IRRIGATION CONTRACTOR TO INSURE THAT ALL REQUIRED
_ 55.17 -n _- - - - - -- - -- - - - -- '55.72 - -- 55 -74 -- _ _ 1` - --+� /// �9
Iv -=--1 _ - s5.3s 5591 -C 66.38 SLEEVING IS INSTALLED PRIOR TO ANY PAVING ACTIVITIES.
56.13 _56.18 56.2 5s--z� i 8. ANY AND ALL ABOVE GRADE PIPING AND OR OTHER OUTLET (HOSE BIB ETC,)
55.25
A A - - - - - 32 - - - - --- - - _ _ - - \ / SERVED OTHER THAN POTABLE WATER SHALL BE IN FULL COMPLIANCE WITH THE SBCCI
ND 8" PVC S.S. ss / STANDARD PLUMBING CODE, CHAPTER 6 REFERENCE PAINTING OF PIPE FOR
DIFFERENTION FROM POTABLE WATER AND LABELING OF EACH VALVE AND /OR OUTLET
5 I I ND
6D), 5 NOTING SAME AS NONPOTABLE WATER.
5 ND 00
60.00''P 60.00'(P) 60.00'(P) b0A0'(P) -
-a 74.74�(P) SAN.MH
RIM 56.20
12 5
ND
INV =52 40(N /NW)
III s •
s s s V
s9 Los e,�
I 9 - -- -- - -i- -- +- - -- ssf J s s
- -------------s
RR
S
J-.----------•----
---------------
T_ PLANT LIS
� Q
,% 0
MC M U L L E N BOOTH ROAD
v
H A I N E S ROAD HIGH WAY # 593 (P)
WIRE OR CABLE SIZES SHALL �j13E AS FOLLOWS:
REFS 665 MM (2.S N.) TO IN-) MW 3 TIN.) CALIPER 12 GAUGE
TIGFRETI WINE OR CABLE ONLY ENOUGH TO KEEP FROM SIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE
SHALL BE LOW ENOUGH TO AOCOYMOMTE 35M M (1.5 IN) OF GROWTH AND DUFFER ALL BRANCHES FROM THE WIRE
DO UTOHEA YCROSSONERTUYpEgASTREE AT OWANMRNG.
PRO
TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE U00 THE WIPE WRAP $O THAT NO SHARP WIRE ENDS ARE EXPOSED.
LE
W ' E ORS AND LATERAL DiiABO1E5
COMMON NAME
EV
N
SPACING
Dw(IEND 70 NEEDGEHCR
AG
TREES 75 APPROVAL
_
OFTNE LN�S�C�APE AARCHHIIECT
2 GAL
24" O.C.
WFL1P TREE TRUNKS OFLY UPON
APPROVAL t)F 7HE LANDSCAPE NTCHITECT.
BM
-
SEE WPMRNG DE1 .
JAPANESE BOXWOOD
1 GAL
18" O.C.
J
(L
JC
13 MM (0.5 IN.) DAIL
JUNIPERUS CHINENSIS
wWIT THE NORTH SIDE OF THE
?! THE AND ROUTE TREE
EVER
EACH TREE MUST DE PLANTED SUCH THAT M
T
D
T0�-
PLASTIC HOSE
off
LM
192
LIRIOPE MUSCARI
BORDER GRASS
TOP RUSH 1600 1g1MULCH RLDUlI. YINJ W t�10 R�7}LEE SFVLLL 1JE
GRABS OR 26-50 YY 1 -2 IN. 400 MY eWij DAL. P46MED ILA LL WITH S01„ TOP Of
TWAT WIRE TOTITIGHTEN.
240 r< Ap L6, o.s . L.s IN.)
APPROVED 61n
Z
MC
14
g
WAX MYRTLE
HIGHER IN SLOWLY NG SOHS.
--y
APPROVED STAKE MOSS
STAKES OR MATERIAL
ND
25
NANDINA DOMESTICA
HEAVENLY BAMBOO
€_
200 MM (3 IN.)
NO
129
NERIUM OLEANDER
OLEANDER
2 GAL
r 100 YY 4 IN.1 HICN EARTH SAUCER
BEYOND OF RODE BALL
ALL STAKES SHALL DE DRIVEN OUTSIDE t-
PR
1
PHOENIX RECLINATA
rrrrr
50 MY 2 IN.) MULCH. DO NO PIKE
MULCH IN CONTACT WITH LOST TRUNK. , i i eri r
rrrrr
ri REMOVE ALL TTYINE, ROPE AND WN2E. AND
THE EDGE OF THE ROOT BALL
CLUMP OF THREE MIN.
QV
TAE WEED -FfiEE ,rrer
TAIN UM OF THREE YEARS AFTER r r r r
A� rr
rtt nr rt rrerrerrret
err r r t � r r t r r r r r r r r• BURLAP FROM TOP FLei.F OF ROOT FOUL
nr rrr r rrrrr
LIVE OAK
" DBH
WIRIF PLANT IS SHIPPED E
WITHAW ET MOUND
ASSURE THAT THE DEARING SURFACE OF THE PROTECTIVE C04MNG OF THE WIRE OR CABLE AGAINST THE TREE TRUNK
RI
D
AN ROOT OLD M11 8 W. IRO PLANTING FUR HOLE.
IS A MNWUM OF 12 YY (0.S IN.).
INDIAN HAWTHORNS
12 GAL
REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICEINT ROOTS TO OVERCOME THE PROEM
NOTE: FOR DIMENSIONS OF
p�gRpp T 841. ON UNEXCAVATED
OR iANPFD Sal
THAT REQUIRED THE TREE TO DE STAKED. STAKES SHALL DE REMOIED NO LATER THE END OF THE FIRST
GROMTNC SEASON AFTER PLANTING•
PLANTING AREAS TYPES OF SOIL
AMENDMENTS 0�2 SOIL REPLACEM�7JT.
TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN DE KW41FLL TO THE TREE. STRONG SHOULD BE DONE ONLY
TAMP SOIL AROUND ROOT FLUL
SEE 'SOIL IMPROVEMENT DETAILS. BASE FIRMLY WITH FOOT PRESSURE
WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED DAT THE TREE WILL NOT DE ABLE TO SUPPORT ITSELF.
I}IE FOLLDWiNG ARE REASONS YRTY TREES DO NOT REMAIN STRAIGHT.
SO IEEE k00T BALL DOES NOT SHIFT.
o TREES WITH POOR _ GUAM ROOT BALLS OR ROOT BAILS THAT HAVE BEEN CRACKED OR DAMAGED.. MIECT RATHER THAN STAKE
o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY. RESULTING IN WEAK TRUNKS, REJECT RATHER THAN STAKE
o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SON N
S AROUND THE ROOT RAIL CORRECT THE PLANING PROCEDURE
o ROOF BALLS PACED ON SOFT SOL TAMP SOILS UNDER ROOT BALL PRIOR TO f q(]W:
NOTES
o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL STRONG A7ASABI.L
o TREES LOCATED W A PIKE OF EXTREMELY WINDY CONDITIONS. SrA" ADVISABLE.
1. PLEASE REFER TO DNTRODUCNON AND USE CRITERIA PRIOR TO USING THIS DETNL
NOTES
1. PLEASE REFER TO INNNODUCMN AND USE CRITERIA PRIOR TO USING THIS DETAIL
TREE PLANTING DETAIL - B &B TREES IN ALL SOIL TYPES
TREE STAKING DETAIL - TREES 75MM (3 IN.) CALIPER OR IFSS
NOTE THIS DETAIL ASSUMES TART THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.)
SQUARE. OPEN TO THE SKY, AND NOT COVERED LTY ANY PAVING OR GRATING.
�ti
oMLe
Wirt -�
or HILL
0
Tree Planting on Hill/Slope
L,d I MuLCP
Typical Shrub Planting
li
/ E\
SYMBOL
QTY.
SCIENTIFIC NAME
COMMON NAME
SIZE
SPACING
NOTES
AG
75
ABELIN XGRANDIFLORA
GLOSSY ABELIA
2 GAL
24" O.C.
N
BM
72
BUXUS MICROPHYLLA
JAPANESE BOXWOOD
1 GAL
18" O.C.
J
(L
JC
176
JUNIPERUS CHINENSIS
JUNIPER'BLUE PFITZER'
1 GAL
18" O.C.
off
LM
192
LIRIOPE MUSCARI
BORDER GRASS
1 GAL
12" O.C.
Z
MC
14
MYRICA CERIFERA
WAX MYRTLE
2" DBH
-
A
ND
25
NANDINA DOMESTICA
HEAVENLY BAMBOO
2 GAL
6'0.C.
NO
129
NERIUM OLEANDER
OLEANDER
2 GAL
24" O.C.
VARIED COLORS
PR
1
PHOENIX RECLINATA
SENEGAL DATE PALM
6,' MIN.
-
CLUMP OF THREE MIN.
QV
7
QUERCUS VIRGINIANA
LIVE OAK
" DBH
35' O.C.
RI
157
RAPHIOLEPIS INDICA
INDIAN HAWTHORNS
12 GAL
24" O.C.
HE r;
RECEIVED
A'J'.: GJi
PUNNIIVk. st L, _-v ,r'YIENT
�)EiiViGE
CITY 0I- l.Lt.A ,14A) ER
DAVID EVANS and ASSOCIATES, INC.
CERTIFICATE of AUTHORIZATION: NO. 8331
LANDSCAPE ARCHITECT BUSINE$S r LICENSE: NO. 383
NOT VALID NLESS SIGNED' &'.SEALEQ BY:
ET
TvIf
11 PRO"N / BAFLMAN ••
FLORIDA REGISTERS LAIN / CIAffFEMRCHITiC7 kb. 1711
i
. 1
REVISIONS: APPD.
REMOVE NOTE 04/27/01
PER CITY REV. 06/28/01 CMBA
7/16/01 PER CITY REV DJT
01/01 PER CITY REV DJT
DATE:
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DESIGN:
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REVISIONS: APPD.
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PER CITY REV. 06/28/01 CMBA
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01/01 PER CITY REV DJT
DATE:
2/13/01
DESIGN:
CMB
DRAWN:
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REVISIONS: APPD.
REMOVE NOTE 04/27/01
PER CITY REV. 06/28/01 CMBA
7/16/01 PER CITY REV DJT
01/01 PER CITY REV DJT
DATE:
2/13/01
DESIGN:
CMB
DRAWN:
CMB
CIIECKED:
DJT
REVISION:
FILE:
BJ01LST6
SCALE: AS
SHOWN
PROJECT
NUMBER:
BJV00001
SHEET NO.