1180 HERCULES Sz
50.00'
FA
91
N
IN -
44
GENERAL LEGEND:
F.C.M.
- Found Concrete Monument
F. P.
- Found Iron Pipe
LO
- Found Iron Rod
F.P.K.
- Found Parker Kalon Nall
S.I.R.
NLA
S.P.K.
- Set Parker Kolon Noll (LB #021)
W
N. C.
- No identification cap found
N. C.F.S.
- No corner found or set
W. C.
- Witness Corner (LB#021)
Qj
ti
U. P.
- Utility Pole
L. P.
- Light Pole
r.
--E--
FA
91
N
G
M
Fm--V
L
IN V SE = 64.97
IN V W = 64.20
IN V N = 64.6,9
L-\ ' 11
11
24.8'
12" OAK
I[Ve. PoP
T
V-
N1
ni
LO I
GENERAL LEGEND:
F.C.M.
- Found Concrete Monument
F. P.
- Found Iron Pipe
F. R.
- Found Iron Rod
F.P.K.
- Found Parker Kalon Nall
S.I.R.
- Set 112" Iron Rod (LB #021)
S.P.K.
- Set Parker Kolon Noll (LB #021)
N. C.
- No identification cap found
N. C.F.S.
- No corner found or set
W. C.
- Witness Corner (LB#021)
U. P.
- Utility Pole
L. P.
- Light Pole
--E--
- Electrlc Line
--T--
- Telephone Line
--CTV--
- Cable TelevIslon Line
F - --
- Guy Wire & Anchor
--W--
- Water Line
M. H.
- Manhole
W. V.
- Water Valve
F. H.
- Fire Hydrant
W, M.
- Water Meter
(R.)
- Record Dimension
(M.)
- Field Measure
(C.)
- Calculated
(P.)
- Plot
C. 0'
- Clean Out
S. V.
- Sanitary Sewer Volvo
R.C.P.
- Reinforced Concrete Pipe
C.M.P.
- Corrugated Metal Pipe
G.T.I.
- Grate Top Inlet
C.I.P.
- Cast Iron Pipe
M.E.S.
- Mitered End Sectlon
R1W
- Right a f Way
C. L.
- Chain Link
F.F.E.
- Finished floor elevation
conc.
- concrete
TOB
- Top of bank
TOE
- Too of slope
D.B.
- Deed Book
0. R.
- Official Record Book
P.O.B.
- Point of beginning
Inv.
- Invert
TC
- Top of curb
fl
- Flow line
EP
- Edge of pavement
- centerline
HANDICAP PARKING SPACE
PROPOSED CONCRETE PAVEMENT
PROPOSED STORM PIPE AND CLEANOUT
EXISTING SPOT ELEVATION
X111
PROPOSED SPOT ELEVATION
PROPOSED OVERLAND FLOW DIRECTION
C.O.
PROPOSED SANITARY LINE AND CLEANOUT
SILT BARRIER/ FENCE
PROPOSED CONTOUR LINE
B
G
M
Fm--V
L
IN V SE = 64.97
IN V W = 64.20
IN V N = 64.6,9
L-\ ' 11
11
24.8'
12" OAK
I[Ve. PoP
T
V-
N1
ni
LO I
A - B C - _D E F G
N
-0
N
E
647
a
I Q)
hw
9
9
9
3' • SPECIFIED
MULCH EXTENDED
BEYOND SAUCER, J<s
KEEP MULCH AT
LEAST 3' FROM
TREE TRUNK
UOTESt
• STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT,
• WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES,
MULTI-TRUNK TRE-E STAKING DE.,T.A
INIT.S,
k,ll �NTS,
(3 GUY WIRES PER
FLAG W/ BANNER
=FrTT--
TREE AT 120®
GUARD S.S. 2
MILL Otl Orlt'\LL WE; /0 QW11I V��Iwl
2' THICKNESS OF ROOTS CAPABLE OF HOLDING SAND, SOD
INTERVALS
31 2*x2x-
12* SPECIFIE D
PRESSURE TREATED
6-1/2' GALV.
NTCH T
—I STA • •
I=_I I IEEE 1= HOLD WIRE, TOP •
3' OF SPECIFIED
TURNBU CKLE
<
MULCH EXTENDED
AIR POCKETS
uj
BEYOND SAUC`
d
0
KEEP MULCH AT
PACKING
L 2X BALL DIA.
LEAST 3' FROM 4
UNDISTURBED
SHALL BE DONE AS NECESSARY
TREE TRUNK
OF ROOT BALL IS EVEN WITH THE FINISHED GRADE,
,SHRUB
PLANTING DETAIL
THE IRRIGATION CONTRACTOR SHALL VERIFY THE TYPE OF BACKFLOW
6' SAUCER
U LL z
TIED AS INDICATED
UJ
PREVENTION SYSTEM REQUIRED BY CITY OF CLEARWATER PRIOR TO
1 199 u
,TREE PLANTING DETAIL - GUY-WIREO"
INIT3.
AS PER WRITTEN
SPECIFICATION n"
=FrTT--
�: �� 11
All-
Ul
MILL Otl Orlt'\LL WE; /0 QW11I V��Iwl
2' THICKNESS OF ROOTS CAPABLE OF HOLDING SAND, SOD
U. ALL ll<ttb IU KCIVIt'MIN 0r1/`\LL UF_
31 2*x2x-
12* SPECIFIE D
PRESSURE TREATED
PLANTING MIX I ALL
NTCH T
—I STA • •
I=_I I IEEE 1= HOLD WIRE, TOP •
AROUND. WATER &
STAKE SET BELOW
TAMP • •
1 GRADE
AIR POCKETS
AIR POCKETS
REMOVE TOP 11/3 OF
CERTIFIED INDIVIDUAL OR FIRM ONLY,
BURLAP FROM BALL
PACKING
L 2X BALL DIA.
UNDISTURBED
SHALL BE DONE AS NECESSARY
SUBGRADE
1 199 u
,TREE PLANTING DETAIL - GUY-WIREO"
INIT3.
AS PER WRITTEN
SPECIFICATION n"
24' BETWEEN SHRUBS op 24' BETWEEN SHRUBS 07Q5 CEMENT OR EQUAL IS TO BE USED R, ALL EXISTING TREES TO REMAIN SHALL bE t5ARRIUAUtL) Ott Utit-OL].
4
AND GROUND COVERS AND BUILDING M, PIPE BURIAL S, ALL CLEARING, GRUBBING, EXCAVATING, AND /OR GRADING UNDER THE
SYSTEM AND DELIVER TO THE OWNER WIIHIN UNI: MUNIN /-m- in
Ul
MILL Otl Orlt'\LL WE; /0 QW11I V��Iwl
2' THICKNESS OF ROOTS CAPABLE OF HOLDING SAND, SOD
U. ALL ll<ttb IU KCIVIt'MIN 0r1/`\LL UF_
FINISH GRADE AT DRIP LINE OF TREES TO REMAIN TO BE DONE BY HAND. ANY
WRAPPING
• MIN. SPECIFIED
TT�
PLANTING MIX ALL
WITH A
SHALL BE FRESHLY-CUT WITHIN TWENTY-FOUR (24) HOURS OF LAYING,
AROUND, WATER &
B
TAMP TO REMOVE
D
AIR POCKETS
UNDISTURBED SUBGRADE
CERTIFIED INDIVIDUAL OR FIRM ONLY,
PACKING
NOTESi
SHALL BE DONE AS NECESSARY
PLANT SO THAT TOP
OF ROOT BALL IS EVEN WITH THE FINISHED GRADE,
,SHRUB
PLANTING DETAIL
N.T.S.
6' DIAM, STAKING
BURLAP
24' BETWEEN SHRUBS op 24' BETWEEN SHRUBS 07Q5 CEMENT OR EQUAL IS TO BE USED R, ALL EXISTING TREES TO REMAIN SHALL bE t5ARRIUAUtL) Ott Utit-OL].
4
AND GROUND COVERS AND BUILDING M, PIPE BURIAL S, ALL CLEARING, GRUBBING, EXCAVATING, AND /OR GRADING UNDER THE
SYSTEM AND DELIVER TO THE OWNER WIIHIN UNI: MUNIN /-m- in
Ul
MILL Otl Orlt'\LL WE; /0 QW11I V��Iwl
2' THICKNESS OF ROOTS CAPABLE OF HOLDING SAND, SOD
U. ALL ll<ttb IU KCIVIt'MIN 0r1/`\LL UF_
FINISH GRADE AT DRIP LINE OF TREES TO REMAIN TO BE DONE BY HAND. ANY
WRAPPING
OF THE SYSTEM,
WITH A
SHALL BE FRESHLY-CUT WITHIN TWENTY-FOUR (24) HOURS OF LAYING,
A
B
I . . ... ... ....
c
D
E
6' DIAM, STAKING
BURLAP
24' BETWEEN SHRUBS op 24' BETWEEN SHRUBS 07Q5 CEMENT OR EQUAL IS TO BE USED R, ALL EXISTING TREES TO REMAIN SHALL bE t5ARRIUAUtL) Ott Utit-OL].
4
AND GROUND COVERS AND BUILDING M, PIPE BURIAL S, ALL CLEARING, GRUBBING, EXCAVATING, AND /OR GRADING UNDER THE
SYSTEM AND DELIVER TO THE OWNER WIIHIN UNI: MUNIN /-m- in
Ul
MILL Otl Orlt'\LL WE; /0 QW11I V��Iwl
2' THICKNESS OF ROOTS CAPABLE OF HOLDING SAND, SOD
U. ALL ll<ttb IU KCIVIt'MIN 0r1/`\LL UF_
FINISH GRADE AT DRIP LINE OF TREES TO REMAIN TO BE DONE BY HAND. ANY
WRAPPING
OF THE SYSTEM,
WITH A
SHALL BE FRESHLY-CUT WITHIN TWENTY-FOUR (24) HOURS OF LAYING,
SLOPE
3/8' 6' BELOW FINISH LATERAL LINES ARE TO BE INSTALLED A MINIMUM OF 12' BELOW FINISH LANDSCAPE ARCHITECT,
TRUNK
C, BACKFLOW VERIFICATION
LAID WITH TIGHTLY-BUTTED JOINTS, AND ROL LED, HAND RAKING
TO ENSURE PROPER EVEN GRADES AND
CERTIFIED INDIVIDUAL OR FIRM ONLY,
PACKING
SHALL BE DONE AS NECESSARY
FRONDS TO REMAIN
STRAPS
THE IRRIGATION CONTRACTOR SHALL VERIFY THE TYPE OF BACKFLOW
CLEAR SURFACES FOR SOD.
TIED AS INDICATED
PREVENTION SYSTEM REQUIRED BY CITY OF CLEARWATER PRIOR TO
SEE NOTE BELOW
2'x4' P T, PINE
BIDDING AND CONSTRUCTING THE WORK,
E.
THE LANDSCAPE CONTRACTOR SHALL FIELD VERIFY PROPERTY LINE
BRACE - 3 TOTAL,
LOCATIONS BEFORE INSTALLATION OF ANY PERIMETER PLANT MATERIAL
EQUALLY SPACED
AROUND TRUNK
D, IRRIGATION WELL AND SYSTEM FLOWS
OR IRRIGATION SYSTEM,
REMOVE BOOTS FROM
TRUNK AS INDICATED,
AT 1200 APART
C14
THE WATER SOURCE SHALL BE THE EXISTING IRRIGATION WELL LOCATION
F.
ALL PLANTINGS SHOULD BE SET BY CONTRACTOR AND PRIOR TO
WIRE BRUSH BURN
MARKS
A. PLANT MATERIAL STANDARDS
OF WELL SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION,
BACK FILLING APPROVED BY THE LANDSCAPE ARCHITECT.
STATIC FLOWS SHALL BE VERIFIED BY THE CONTRACTOR, SYSTEM FLOWS
SUPPORT BRACING -
SHALL BE SUFFICIENT TO WATER THE ENTIRE SITE WITHIN SIX HOURS.
G.
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING
SEE DETAIL
FULLY BOTH THE SITE AND THE BID DOCUMENTS, DISCREPANCIES IN
I I
MI I
MI
DOCUMENTS OR SITE CONDITIONS SHALL BE REPORTED TO THE
is
0
E. JURISDICTIONAL COMPLIANCE
ARCHITECT IN WRITING AT TIME OF BIDDING OR
3 OF SPECIFIED
Y
0 z
0
2'x4' PIT.
DISCOVERY, AND NO ACCOUNT SHALL BE MADE AFTER CONTRACT
MULCH EXTENDED
3:
PINE BRACE
THE IRRIGATION CONTRACTOR SHALL VERIFY AND COMPLY WITH ANY AND
COMPLETION FOR FAILURE TO REPORT SUCH CONDITION, OR FOR ERRORS
BEYOND SAUCER,
KEEP MULCH AT
INNERi 16'
ALL JURISDICTIONAL REQUIREMENTS TO PERFORM THE WORK,
ON THE PART OF THE LANDSCAPE CONTRACTOR AT TIME OF BIDDING,
LEAST 3' FROM
< a: < U,
Lu
OUTERt 12'
(ONLY EXTREMELY PECULIAR AND UNUSUAL CONDITIONS WILL BE
MI
TREE TRUNK
(D
uj %j U-1
El
F. CONTROLLER WIRING
IE AS DESCRIBED IN THE LATEST EDITION OF 'GRADES AND STANDARDS FOR
CONSIDERED FOR NEGOTIATION.)
6' SAUCER O v
Lu
iz U—
2'x4' P.T.
PINE BRACE
THE IRRIGATION CONTRACTOR SHALL WIRE THE CONTROLLER 80 THAT
H.
ALL QUESTIONS CONCERNING THIS PLAN SET OR SPECIFICATIONS SHALL
AW'
0 u
Lu Lu
1 11
STATION NUMBERS RELATE TO THE VALVE NUMBERS SHOWN IN THE
I
BE DIRECTED TO THE ARCHITECT,
Ed
I I�El I E_J I
cnj coj
I NURSERY PLANTS, PARTS I AND 11, BY THE FLORIDA DEPARTMENT OF
CONTRACTOR'S DESIGN,
r
TRUNK
PLANT MATERIALS ARE TO BE AS SPECIFIED UNLESS UNAVAILABLE,
I —
I
I
I M
I
I 1EI I M MI I MI
G. SLEEVING
AT WHICH TIME THE ARCHITECT WILL BE NOTIFIED BY
1-111-1
ii I® Ir
=I c
TELEPHONE AND IN WRITING OF THE INTENDED CHANGES.
III
®
_,��_
III-
QUALITY SPECIFICATIONS,
ALL SLEEVING SHALL BE 4' DIAMETER SCHEDULE 40 PVC PIPE BURIED 18'
BELOW BOTTOM OF PAVEMENT. EXTEND SLEEVE 2'-0' BEYOND EDGE OF
J.
THE PLANT KEY IS PRESENTED FOR THE CONVENIENCE OF THE
12' MIN, PURE
EE1
PAVEMENT AND TURN PIPE VERTICAL THROUGH GRADE OR STAKE LOCATION,
CONTRACTOR, IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN
SAND -MIX ALL
AROUND, WATER
CAP OR TAPE THE ENDS OF ALL SLEEVES,
AND PLANT LIST, THE PLAN SHALL PREVAIL,
TAMP TO REMOVE
AIR POCKETS TTI
LI
2'x4'x36' P.T. PINE
STAKE,
H. CONSTRUCTION WITHIN RIGHT OF WAY
K.
THE LANDSCAPE CONTRACTOR WILL PROVIDE A SOIL SAMPLE ANALYSIS
FERTILIZER
TO DETERMINE APPROPRIATE SOIL AMENDMENTS
STAKING PLAN
ALL IRRIGATION PIPING, HEADS AND OTHER EQUIPMENT THAT IS LOCATED
LIME, ETC.). THE CONTRACTOR WILL PROVIDE COPIES OF THE TEST
L 2X BALL DIA.
N,T.S.
WITHIN THE PUBLIC RIGHT OF WAY SHALL BE INSTALLED ACCORDANCE WITH
RESULTS TO THE OWNER AND THE ARCHITECT,
LOCAL JURISDICTIONAL STANDARDS. SPECIAL CONSTRUCTION PREPARATION
MAY INCLUDE NOTIFYING LOCAL AUTHORITIES, TRAFFIC BARRIERS, ETC.
L.
ALL PLANTS TO BE FERTILIZED WITH AGRIFORM 20-10-05 TABLETS AS
VERIFY PRIOR TO CONSTRUCTION, NOTE/ NO MAINLINE OR VALVES SHALL
PER INSTRUCTIONS IN CONJUNCTION WITH NOTE W.
N ESi
BE LOCATED IN THE RIGHT,OF WAY,
• PALM FRONDS SHALL BE TIED UP UNTIL AFTER PLANTING. TIES SHALL BE REMOVED AS FOLLOWS DATE PALM - ONE WEEK
'HURRICANE
M .
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL
WASHINGTON PALM & QUEEN PALM - IMMEDIATELYj SABAL PALMS WHICH ARE NOT CUT' SHALL REMAIN TIED
1, VALVE BOXES
NECESSARY APPLICABLE PERMITS AND LICENSES TO PERFORM THE WORK
FOR SIX MONTHS. REMOVE ALL DEAD AND BROKEN FRONDS,
NEVER QT BUD,
SET FORTH IN THE PLAN SET AND WRITTEN SPECIFICATIONS,
• ALL TRUNKS SHALL BE PREPARED PRIOR TO DELIVERY, DATE PALMS SHALL BE 'CLASSIC CUT) SABAL AND WASHINGTON
AUTOMATIC ELECTRIC VALVES AND ISOLATION GATE VALVES SHALL BE
OR SUBSTITUTIONS
PALMS SHALL BE BOOTED OR SHAVED AS SPECIFIED.
INSTALLED IN AMETEK VP-10 OR EQUAL VALVE BOXES.
N,
THERE SHALL BE NO ADDITIONS, DELETIONS,
WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT,
• PLANT IN PURE SAND, PLANT SO THAT TOP OF ROOT BALL IS
2' ABOVE FINISHED GRADES BOTTOM OF ROOT BALL SHALL
J. WIRE CONNECTIONS
BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE,
0.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
WIRE CONNECTIONS TO THE ELECTRIC VALVES ARE TO BE MADE WITH RAIN
HIS WORK WITH THE WORK OF OTHER TRADES OR PROFESSIONALS ON THE
• NEVER NAIL INTO TRUNK,
Annr -^KIK1t7f1TeI AKII-N OTCA Or-Al AKIT M AKA-r)RV (-.()NNPCTORS
e%irr %A1[A^t1r_ %AleI KAAV nVC01 AD M INITmr-mr- WITH THE WORK SET
12' FOR
GROUND COVERS
0 SPACE O.C.
24' BETWEEN SHRUBS op 24' BETWEEN SHRUBS 07Q5 CEMENT OR EQUAL IS TO BE USED R, ALL EXISTING TREES TO REMAIN SHALL bE t5ARRIUAUtL) Ott Utit-OL].
4
AND GROUND COVERS AND BUILDING M, PIPE BURIAL S, ALL CLEARING, GRUBBING, EXCAVATING, AND /OR GRADING UNDER THE
24' FOR SHRUBS
�
PER SPEC.
U. ALL ll<ttb IU KCIVIt'MIN 0r1/`\LL UF_
FINISH GRADE AT DRIP LINE OF TREES TO REMAIN TO BE DONE BY HAND. ANY
BUILDING TO BE MAINLINE IS TO BE INSTALLED A MINIMUM OF 18' BELOW FINISH GRADE. EXCEPTIONS TO THIS SHALL BE APPROVED AND SUPERVISED BY THE
SLOPE
3/8' 6' BELOW FINISH LATERAL LINES ARE TO BE INSTALLED A MINIMUM OF 12' BELOW FINISH LANDSCAPE ARCHITECT,
FLOOR ELEVATION° GRADE. T. ALL TREES TO REMAIN SHALL HAVE ALL DEAD WOOD AND CONFLICTING
12'
ALL kAnOO nD r%TWr-D DADAPTIr P I A NT SPECIES
EDGE OF BED SHALL BE VVVVU RE OVER. ANY U
6' WIDE x 4' DEEP TRENCH SHALL BE REMOVED FROM TREE CANOPY,
FILLED WITH MULCH, 011n PRAYED WITI-I I INInAkir- r)D ADDDr)Vr-F)
OJ NITS
N.T.S.
1 171
Till,
U. ALL ll<ttb IU KCIVIt'MIN 0r1/`\LL UF_
EQUAL TO CONTROL BORES, SPRAY SHALL BE APPLIED BY A STATE
CERTIFIED INDIVIDUAL OR FIRM ONLY,
LANDSU"APE NOTES
4 A
A
A. PLANT MATERIAL STANDARDS
I I
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MI
ALL PLANT MATERIAL USED ON THIS PROJECT SHALL BE 'FLORIDA O. I'
MI
I El I El
I
El
I
IE AS DESCRIBED IN THE LATEST EDITION OF 'GRADES AND STANDARDS FOR
I MI I MI
I El I 1=
1 11
I
M=1 I
Ed
I I�El I E_J I
EEI
I NURSERY PLANTS, PARTS I AND 11, BY THE FLORIDA DEPARTMENT OF
— —
— =1
I —
I
I
I M
I
I 1EI I M MI I MI
I IE AGRICULTURE AND CONSUMER SERVICES, REFER TO DETAILS FOR FURTHER
1-111-1
III
QUALITY SPECIFICATIONS,
OJ NITS
N.T.S.
1 171
Till,
f �
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Fr - _ _ ®I IIIII Illll 2- .STORY METAL
11 PINE COMMERCIAL BUILDING
ytK7ltcti•, \ I ,,��}} I
f I agYTs� r ,9 hrY �x Fran� Phr ✓r to a "} ft� #�( !�)) V \\ C� I 2 er OA
ollll 1111) `rr���f
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3f�VJ"
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imJ rya k fair h3 td f �G �iY�� ski Lrld�b�#� .r''i t
4.r; #rah,t� fa �'tf �`5 j rr t4 Sr f'' ¢u writ, \ I L• _ _ �,.,I ! 9
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fr�i,�ejvus!* grit lw s�, ?N. t 11111 I # ff �}
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11 PAL rfiifi �, E fi yy,� �s ,� ; , `� i 1 P! /wVt X
( I '�v Y r J,v1h r� 7 .., {g7 �' r' S 4k s+"N�t�'��o t n. �1 r I
I ( �rP''77, r 3•kka�S 'is u��ka'L,P t x "R"``�r� N ,l,u t y i4>� R .u$1nkoJ79yy � y � ! n � �ts„'t � l,Yu{ r"'.fF ?4r✓ "t6s� `'ti ` ¢r 'pltzry , rl �.�, " u'Y° �y�v�y sx'rr !� y
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1
ELEC.
n UYS 1?P,
it GATE UNDERGROUND
I
T - �l ¢ yy � rtk 7slG r v P<, �t e ' } &�r4�, �,,,�x � :���. i.x! `� t r LPU1LtP •� \ UTILITY CABLE 1 l illf l FE CORNER I I
1 1 I i IiiI t
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CONDUITS G! Ycs T n �r 12 OAK oc
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33
@"w
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N. C. F. S.
- No corner found or set
ISSUE
Esc.: SEC ISSUE SHEET
W, C.
- Witness Corner (LB#021}
I I
U.P.
- Utility Pole
CA TCH BASIN
--
2
.P.
L. P.
e
- Light Pole
CA TCH BASIN
-... Date: 05-16-00
- Electric
TOP = 68.71
- -T --
- -CTV --
F - --
- Telephone tine
- Cable Television Line
- Guy Wire & Anchor
I T
INV t� = 62.7s
INV S = 62.76
� i l
TOP = 68.79
1NV. W = 6,3.71
INV N = 63.69
��.: CITY A ATE COMMENTS
- - --
- Wafer Line
EXISTING ZONING I T - INDUSTRIAL LIMITED
NOTES:
NEW INV (S) = 65.54
Date:
M.H.
- Manhole
EXISTING LAND USE UTILITY STORAGE FACILITY
W. t!
F. H.
- Water Valve
- Fire Hydrant
„
18.12 or SCAM: _ 20'
LAND USE UTILITY/ INFRASTRUCTURE FACILITY
1.) ALL CONSTRUCTION IONSITE & WITHIN THE RIGHT -OF -WAY AND EASEMENTS
SHALL CONFORM TO, THE METHODS, STANDARDS AND SPECIFICATIONS OF
ISSUE
Desc.: FIRST FORMAL ISSUE F THIS SHEET
IM M.
- Water Meter
a . '°
CITY OF CLEARWATER AND ALL APPLICABLE AGENCIES.
(R. )
- Record Dimension
,z
MAXIMUM ALLOWABLE BUILDING HEIGHT N jA
(R.)
)
- Field Measure
2.) CONTRACTOR TO OBTAIN APPROPRIATE WORK PERMITS PRIOR TO
Ste: ° �. --
1
REQUIRED BUILDING SETBACKS:
BEGINNING CONSTRUCTION.
(C.
- Calculated
FRONT = 20'
(P.)
- Plat
15'
3.) CONTRACTOR TO NOTIFY ALL UTILITIES FORTY -EIGHT (48) HOURS
COI° d ® Inc.
C. 0.
- Clean Out
REAR & SIDE =
PRIOR TO DEMOLITION AND /OR EXCAVATION, INCLUDING THE LOCAL GAS
2906 North Florida
S. V.
- Sanitary Sewer Volvo
GROSS SITE AREA 173,998 S.F. (3.99 ACRES)
COMPANY IN ACCORDANCE WITH F.S. 553.851. CALL SUNSHINE STATE
R.C.P.
- Reinforced Concrete Pipe
ONE CALL SYSTEM" 1- 800 -432 -4770 SO THAT UNDERGROUND UTILITIES
'_
C.M.P.
- Corrugated Metal Pipe
MAY BE FIELD LOCATED.
G. T. I.
- Grate Top Inlet
EXISTING BUILDING AREA: 5,282 S.F.
4,) ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY AND
sinca 1919
33602-1531
C.I.P.
- Cast Iron Pipe
EXISTING ASPHALT AREAS: 21.374 S.F.
COORDINATE WITH THE CITY, FLORIDA POWER & LIGHT, GTE, COMCAST CABLE,
M.E.S.
- Mitered End Section
EOPLES GAS, ETC. FOR THE REMOVAL OR RELOCATION OF ANY OF
U INC.
RjW
C. L.
- Right of Way
- Chain Link
EXISTING SHELL DRIVE : 4, 810.35 S S.F. F
ESE FACILITIES.
ADlk
4110 SOUTHPOINT BLVD.
T.F.E.
- Finished floor elevation
EXISTING F.A.R. 0.03
5.) ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF -WAY TO BE RESTORED
- concrete
TO ORIGINAL STATE OR BETTER.
ARCMTECTURAL
ram a
SUITE
cone.
TOB
- Top of bank
6.) CONTRACTOR TO CLEAR, GRUB AND REMOVE ALL DEBRIS ON SITE AND
art
ASSOCUTES. INC.
:
DAM 5-12-00
JACKSONVILIE, FL 32216
TOE
- Toe of slope
PROPOSED SITE DATA:
ALL AREAS OF THE RIGHT -OF -WAY AS NECESSARY TO COMPLETE WORK.
D.B.
0. R.
- Deed Book
- Official Record Book
PROPOSED SIDEWALK 556 L.F.
I N R/W OF GRAND AVE
7.) ALL CONSTRUCTION MUST CONFORM TO THE MINIMUM SET
NEW POP BUILDINU
P.O.B.
- Point of beginning
IONSSTANDARDS
FORTH IN THE CITY OF CLEARATER ZONING REGULATIONS. .
Mgt
LO
Inv.
- In vert
REMAINING BUILDING AREA: 5,282 S.F.
4 2000
AT&T Project Number:
TC
- Top of curb
8.) CONTRACTOR TO VERIFY ALL PLAN DIMENSIONS AND SITE CONDITIONS,
T
- To line
REMAINING ASPHALT AREA: 4, 995 S.F.
NOTIFY COMPANY REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN
'NLEARWATER
EP
- Edge of pavement
SITE CONDITIONS AND INFORMATION SHOWN ON DRAWINGS PRIOR TO
PLANNING ; sW� #f ilC
ITY F L
PROPOSED BUILDING AREA: 8.352 S.F.
COMMENCING WORK.
�6TA`I E
- centerline
HANDICAP PARKING SPACE
PROPOSED ASPHALT AREA: 4,682 S.F.
.) DISPOSE OF ALL UNSUITABLE MATERIALS OFF -SITE. EQUIPMENT TO BE
DISPOSED OF OR MOVED IN ACCORDANCE WITH INSTRUCTIONS OF
1180 N. HERCULES AVENUE
ELM
PROPOSED CONCRETE PAVEMENT
PROPOSED EXPANSION AREA: 9,939 S.F.
(F D DESIGN)
COMPANY REPRESENTATIVE.
TOTAL AREA: 33,290 S.F.
17.) ALL MATERIAL EXCAVATED D THAT IS SUITABLE FOR FILL UNDER PAVING,
p FL
PROPOSED STORM PIPE AND CLEANOUT
OR LANDSCAPING AREA, IS TO BE SPREAD AND COMPACTED IN
PROPOSED F.A.R.: 0.14
LOCATIONS DESIGNATED BY THE ARCHITECT /ENGINEER.
EXISTING SPOT ELEVATION
AT&T Proprietary i
E
X111
LOT COVERAGE:
18.) WHEN ALL EXCAVATION AND DEMOLITION IS COMPLETE, CLEAN FILL
8.25
PROPOSED SPOT ELEVATION
LANDSCAPE/ OPENSPACE 140, 708/ 173, 998 = 80.87
SHALL BE SPREAD AND COMPACTED IN LIFTS DESIGNATED BY THE
STING LABORATORY TO E REQUIRED ELEVATION S SHOWN.
�ffi �° a e <�
'S) I T E PLAN
FLOW DIRECTION
BUILDINGS/ EXPANSION 23,613/ 173,998 = 3.5
PROPOSED OVERLAND
PAVING / SIDEWALK 9,672/173,998 = 5.56%
CA.
PROPOSED SANITARY LINE AND CLEANOUT
SHELL DRIVE 4,810/173,998 = 2.77
TOTAL AREA 173,998 = 100.00
q
` " ` a•
cc® Control
W.11 1 4W
SILT BARRIER / FENCE
I °
23.0
PROPOSED CONTOUR LINE
PROPOSED PARKING = 3 SPACES (10'x20')
m '(' Z� 07
' l Kle Name:
Sheet Count:
PROPOSED HANDICAPPED = 1 SPACE (12' x20')
901DCO2
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