10-28-04 1057 Beach Site Development PlanDEVELOPMENT MANAGEMENT GROUP
NO OBJECTION
I Date: DEPARTMENT OF PUBLIC WORKS
Date: ENGINEERING DIVISION REVIEWER, JACKSONVILLE FLORIDA
Approval of Plans Void After Two Years. Plans Must Be Resubmitted
NOTICE
All work preformed within a Public Right—of—Way or Easement
dedicated to the City will require bonding and a separate permit
issued by the Department of Public Works, Development
Management Group. For information call 630-1053.
State Health Department permit approval must be obtained for
any newly constructed Water and Sewer Systems.
City approval is contingent upon any required State and/or
Federal permit approvals such as those of the Department of
Environmental Protection and St. Johns Water Management
District.
All construction will be performed in accordance with the
approved plans and comply with all standard City policies and
practices.
All work performed within this Right—of—Way or Easement requires
a separate permit issued by the Florida Department of
Transportation
Revocable permit and indemnifcation agreement is/is not required.
Contact the Development Management Group at (904)630-1105.
Yes El No
TRAFFIC ENGINEERING DIVISION
Date: Signed By:
NO OBJECTION
NO OBJECTION AS NOTED
SUBDIVISION SIGN REQUIREMENTS
Metro Name
0$75.00 ea.
Standard Signs
0$70.00 ea.
Stop/Yield Sign
0$50.00 ea.
Sign Design
0$45.00
Sign Installation
0$45.00/hr.
Amount Paid
to Tax Collector
Send the following
information to the Traffic Engineering Division,
1007 Superior St.,
Jacksonville FI. 32254: tax receipts, JEA plat
map, Subd. master
plan (show roads, s/w, & utilities), and a
contact person with their phone & fax numbers.
STREETLIGHTS REQUIRED.
F] Yes El No a ,y
NO LANE CLOSURES: 7 A.M.— 9 A.M. and 4 P.M.— 6 P.M.
PLANNING 8i; DEVELOPMENT
DEPARTMENT LAND USE DIVISION
NO OBJECTION
Date: Signed By:
LANDSCAPE SECTION
Date: Signed By:
NO OBJECTION
NO OBJECTION AS NOTED
DRAINAGE SECTION
NO OBJECTION
Based on the information submitted, the Drainage Activity has
no objection. Drainage appears to be adequate.
Date: Reviewer
Annual reports in compliance with the SJRWMD stormwater
permits, are required from the maintenance entity of all storm—
water treatment facilities. Send reports to the office of the City
Engineer, City of Jacksonville, City Hall Annex, Room 901, 220
East Bay St., Jacksonville, Florida 32202.
The owner of any project one (1) acre or larger is required to
provide a notice of intent in accordance with criteria set forth
in the N.P.D.E.S. permit 48 hours to beginning construction.
NOTICE TO: U.S. Environmental Protection Agency, Region 4
Atlanta Federal Center
Surface Water Permits & Facilities Branch
100 Alabama Street, SW
Atlanta Georgia 30303-3104
SITE DEVELOPMENT PLANS
FOR
GENESIS MAYPORT
OFFICE WARE
OUSE
2158 MAYPORT ROAD
JACKSONVILLE
51, FLORIDA
PREPARED FOR:
GENESIS MAYPORT, L.L.C.
2441-B SOUTH 3rd STREET
JACKSONVILLE BEACH, FLORIDA 32250
ST. JOHNS RIVER
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BOULEVARD
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07 �
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VICINITY MAP
SITE
SHEET INDEX
SHEET NO.
DESCRIPTION
1
COVER SHEET
2
EXISTING CONDITIONS/ DEMOLITION PLAN
3
GEOMETRY AND UTILITY PLAN
4
GRADING AND DRAINAGE PLAN
5
TRAFFIC CONTROL PLAN
6
j' WING AND DRAINAGE DETAILS
7
WATER AND SEWER DETAILS
8
PRIVATE LIFT STATION DETAILS
9
VEiJERAL NOTES
Q
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LS1
LANDSCAPE PLAN
LS2
LANDSCAPE DETAILS
N
O
F-1
H
J
N/i
SITE INFORMATION
ZONING DESIGNATION
CCG -2
DEVELOPMENT NUMBER
6602
PLANNING DEPARTMENT NUMBER
N/A
REAL ESTATE APPRAISER NUMBER
169405 0000
FLOOD PANEL NUMBER
120077 0261E
FLOOD ZONE
X
TOTAL NEW IMPERVIOUS AREA
11,980 SF (0.28 ACRES -
STANDARD INDUSTRIAL CODE
1541
CCAS NUMBER
36413
INSPECTION BY
ENGINEER
> C E:IVE- ED
Ci u ANTICEACH
OCT 2 8 2004
I
APPROVED
CO3 OF ]BUILDINGNEACH
OFFICE
NOV U ` ZUU4
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GARY A. ABBEY, P.E.
REG. NO. 56819
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REG, NO. 56819
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5'MIN. 2' 2'
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--- 73(l
~I
MAX.)2" PVC STORMWATER
FORCE MAIN
4" THICK, SI 45' BEND DOWN
CONCRETE SPILLWAY 0 INV. ELEV. = 11.90±
WITH 12" TURNDOWNS
SECTION AT STORMWATER FORCE MAIN DISCHARGE
CONCRETE EROSION PAD DETAIL
NOT TO SCALE
5'(MIN.)
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TOP OF BULKHEAD ELEVATION
13.00
25 yr. STORM WATER ELEV.
12.96
5 yr. STORM WATER ELEV.
12.59
MEAN ANNUAL STORM WATER ELEV.
12.53
BOTTOM OF POND ELEVATION
8.00
kv� 1111 Pei
NOTE:
BASIN BOTTOM SHALL BE SODDED
AND MOWED DEBRIS SHALL BE
BAGGED AND REMOVED.
3'x3'x4" THICK CONCRETE
SPLASH PAD AT PIPES
SODDED BOTTOM--\
EL. 8.00 "
7' I 7' I 7'
co
6" PERFORATED PVC (360')
FILTER CLOTH
(MIRAF81" 0OXRLAP OR EQUAL)
ry
BULKHEAD TOP OF WALL
4" THICK CONCRETE--/
SPILLWAY PROPERTY LINE
OUTFALL WEIR PLAN
NOT TO SCALE
4' CHAIN LINK FENCE
WITH SELF LOCKING 3' WIDE
SWING GATE WITH ALUMINUM
x LADDER AT GATE LOCATION
o x
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TOP OF BULKHEAD
EL. 13.00
AN ALUMINUM LADDER (6 FT) SHALL BE
BOLTED TO THE RETAINING WALL AT THE
FENCE GATE LOCATION W/ S.S. BOLTS AND
HARDWARE.
BULKHEAD
(DESIGN BY OTHERS)
I �
BACKFILL WITH
IN-SITU SOILS
(NO CLAY ALLOWED)
DOUBLE WASHED
NO. 57 STONE
RETENTION BASIN SECTION
NOT TO SCALE
SIMPLEX CONTROL PANEL-----_
(SEE PLAN FOR LOCATION)
MOUNTED ON P.T. WOODEN POSTS
(ELECTRIC BY CONTRACTOR)
TYPE 'E' GRATES
TRAFFIC BEARING
MODIFIED TYPE "E' INLET
TOP EL. 15.50
S.S. LIFT CHAIN
OR RAIL SYSTEM
N PVC FROM U.D
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NV. EL. 5.20
FLOAT SWITCHES--;,-
ON
WITCHESON EL. = 4.70
OFF EL. = 3.20
SUMP INV. EL. 1.70
NOTE:
ALL COMPONENTS SHALL BE SUITABLE
FOR USE IN A SALT -AIR ENVIRONMENT.
i
2" PVC FORCE MAIN
FORCE MAIN
QUICK -DISCONNECT
(BY INSTALLER)
2" CHECK VALVE
2" PVC FORCE MAIN
STRAPPED TO WALL WITH
GALVANIZED HARDWARE AT
TOP AND MIDWAY POINTS
j= ---BARNES STORM PUMP
MODEL: SE411
0.4 HP, 1750 RPM, 1 PH
115 V, 2" NPT
(OR APPROVED EQUAL)
SECTION
(MODIFIED TYPE "E" INLET)
STORMWATER PUMP STATION DETAIL
NOT TO SCALE
SPREADER SWALE
6" CURB BACK
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RETAINING WALL
4" THICK, 3' WIDE
CONCRETE FLUME WITH 4'
12" TURNDOWNS
(3000 psi) p,Oj
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\-4'x4'x4" THICK CONCRETE PAD
CONCRETE FLUME DETAIL
NOT TO SCALE
-12" GRID
1 -----CENTERLINE OF
PARKING SPACE
HANDICAP PARKING SYMBOL
NOT TO SCALE
SIDEWALK RAMP SHALL HAVE A-
NON -SLIP
-NON-SLIP FINISH PER ADA CODE
H.C. SIGN PROVIDE DETECTABLE WARNING
POST MOUNTED SURFACE PER FLORIDA
HANDICAPPED CODE
a s.
Q ACCESSIBLE
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BLUE LINE LINE DIAGONALS ® 60'
s EQUALLY SPACED
GENERAL NOTES: -
1) CURB CUTS SHALL HAVE A MAXIMUM RISE OF 6 INCHES.
2) THE MAXIMUM SLOPE FOR A SIDEWALK RAMP IS 1:12,
AND CROSS SLOPE IS 1:50.
3) THE ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20.
4) ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED
WHITE (H.C. SYMBOL SHALL BE 5 FEET HIGH - SEE DETAIL).
5) TOP PORTION OF HANDICAP SIGN SHALL HAVE A REFLECTIVE
BLUE BACK GROUND WITH WHITE REFLECTIVE SYMBOL AND
BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACK GROUND WITH BLACK OPAQUE LEGEND AND BORDER.
HANDICAP PARKING SPACE DETAIL
NOT TO SCALE
T FLOW
`TIONAL POST POSITIONS
PRINCIPLE POST POSITION
COUNTER 20° TOWARD FLOW
I� FILTER FABRIC
II �
I� SILT FLOW
I�I� !���Ill�lllllli,
TYPE III SILT FENCE DETAIL
NOT TO SCALE
WIDTH AS NOTED
FABRIC (IN
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WIDTH AS NOTED I
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CITY RIGHT-OF-WAY SIDEWALK SECTION SIDEWALK WITH TURNDOWN SECTION
NOTES:
1. CONCRETE SHALL BE 3000 PSI, MIN. SLUMP 5".
2. SAW CUT CONTROL JOINTS AT SPACING EQUAL TO
WIDTH OF SIDEWALK.
3. INSTALL EXPANSION JOINT AT EVERY FOURTH
CONTROL JOINT (25' MAX.).
4. USE TURNDOWN SECTION WHERE SIDEWALK ABUTS PAVEMENT.
AT LOCATION SHOWN ON PLAN.
SIDEWALK SECTIONS
NOT TO SCALE
6„ PORTLAND CEMEN
CONCRETE, 3000 PSI
® 28 DAYS
Co C •
12" STABILIZED
SUB
BAS LBR 40
CONCRETE PAVEMRI�TT SECTION
NOT TO SCALE
�--- 12" STABILIZED
SUBBASE, LBR
GRAVEL SES
I a"
NOT TO SCALE
ON
PROPOSED GRADE
LROAD TIE CURBING
TALL#4 BARS x 3' LONG
NR
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GARY A. ABBEY, P.E.
REG. NO. 56819
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1 -----CENTERLINE OF
PARKING SPACE
HANDICAP PARKING SYMBOL
NOT TO SCALE
SIDEWALK RAMP SHALL HAVE A-
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-NON-SLIP FINISH PER ADA CODE
H.C. SIGN PROVIDE DETECTABLE WARNING
POST MOUNTED SURFACE PER FLORIDA
HANDICAPPED CODE
a s.
Q ACCESSIBLE
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3 EACH 6" WHITE
BLUE LINE LINE DIAGONALS ® 60'
s EQUALLY SPACED
GENERAL NOTES: -
1) CURB CUTS SHALL HAVE A MAXIMUM RISE OF 6 INCHES.
2) THE MAXIMUM SLOPE FOR A SIDEWALK RAMP IS 1:12,
AND CROSS SLOPE IS 1:50.
3) THE ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20.
4) ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED
WHITE (H.C. SYMBOL SHALL BE 5 FEET HIGH - SEE DETAIL).
5) TOP PORTION OF HANDICAP SIGN SHALL HAVE A REFLECTIVE
BLUE BACK GROUND WITH WHITE REFLECTIVE SYMBOL AND
BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACK GROUND WITH BLACK OPAQUE LEGEND AND BORDER.
HANDICAP PARKING SPACE DETAIL
NOT TO SCALE
T FLOW
`TIONAL POST POSITIONS
PRINCIPLE POST POSITION
COUNTER 20° TOWARD FLOW
I� FILTER FABRIC
II �
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I�I� !���Ill�lllllli,
TYPE III SILT FENCE DETAIL
NOT TO SCALE
WIDTH AS NOTED
FABRIC (IN
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35 FDOT SPEC.)
WIDTH AS NOTED I
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171
511
° 6x6 10/10 WWM z ° 4
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CITY RIGHT-OF-WAY SIDEWALK SECTION SIDEWALK WITH TURNDOWN SECTION
NOTES:
1. CONCRETE SHALL BE 3000 PSI, MIN. SLUMP 5".
2. SAW CUT CONTROL JOINTS AT SPACING EQUAL TO
WIDTH OF SIDEWALK.
3. INSTALL EXPANSION JOINT AT EVERY FOURTH
CONTROL JOINT (25' MAX.).
4. USE TURNDOWN SECTION WHERE SIDEWALK ABUTS PAVEMENT.
AT LOCATION SHOWN ON PLAN.
SIDEWALK SECTIONS
NOT TO SCALE
6„ PORTLAND CEMEN
CONCRETE, 3000 PSI
® 28 DAYS
Co C •
12" STABILIZED
SUB
BAS LBR 40
CONCRETE PAVEMRI�TT SECTION
NOT TO SCALE
�--- 12" STABILIZED
SUBBASE, LBR
GRAVEL SES
I a"
NOT TO SCALE
ON
PROPOSED GRADE
LROAD TIE CURBING
TALL#4 BARS x 3' LONG
NR
R TIE ANCHORING
GARY A. ABBEY, P.E.
REG. NO. 56819
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MANHOLE FRAME & COVER (NOTE #2)
4" QUICK DISCONNECT WITH CAP
4" PLUG VALVE (FLG'D)
4" D.I. TEE (MIN)
CHECK VALVE (OPTIONAL)
(SIZE AS REQUIRED)
�— GRADE
(SEE NOTE12)
GROUT SEAL PIPE
OPENING (TYP)
FROM PRIVATE
PUMP STATION
CITY
R/W
PRIVATE PROPERTY CITY R/W
GATE VALVE (4" MIN)
(SEE NOTE13)
/—TO JEA SYSTEM
8" (min) OF ROCK (57 STONE)
NOTES:
1) SEWER PUMP -OUT BOX SHALL BE CONSTRUCTED ON PRIVATE PROPERTY AND LOCATED AT THE R/W LINE. THE PREFERRED
CONSTRUCTION LAYOUT IS SHOWN ABOVE.
2) ASSEMBLY TO BE ENCLOSED WITHIN PRECAST CONCRETE BOX WITH OPEN BOTTOM W/H-20 TRAFFIC LOADING COVER OR
TYPE "C" MANHOLE OPEN BOTTOM WITH FRAME AND COVER (NON-JEA LOGO TYPE COVER).
3) A JEA APPROVED GATE VALVE(4" min) SHALL BE PROVIDED AT THE R/W LINE FOR ALL FORCE MAIN PIPING WHICH EXCEEDS
15' LINEAR FEET WITHIN THE CITY R/W AREA. THE GATE VALVE AT THE R/W LINE IS NOT REQUIRED WHERE THE CONNECTION
(CONNECTION AT JEA MAIN) IS LOCATED ON THE SAME SIDE OF THE STREET AS THE PUMP -OUT BOX (SHORT -SIDE SERVICE)
AND CONSIST OF 15 LINEAR FEET OR LESS WITHIN THE CITY R/W AREA.
4) NO CONNECTIONS PERMITTED INTO JEA FORCE MAINS WHICH ARE GREATER THAN 12" SIZE UNLESS THE CONNECTION IS FROM
A MASTER PUMP STATION (441 GPM, MIN.)
8/03 S-46
PRIVATE PUMP—OUT
DETAIL ASSEMBLY
6" WIDE X 6" THK.
CONC. COLLAR SLOPE
4 -SIDES
1111=1111=
1-#4 CONT.
6"X6" WYE
BRANCH —
6" P.V.C.
BROOKS 1 -RT SERIES
BOX WITH C.I. COVER
LABELED "SEWER"
U?
FINISHED GRADE
N
STD. CLEANOUT COVER
W/ THREADED PLUG
1" CONCRETE
6" P.V.C. 45 DEG. EL
P.V.C. STOPPER
SANITARY SEWER CLEANOUT DETAIL
A.W.W.A. GATE
VALVE (2 TOTAL)
GALVANIZED UNION
(2 TOTAL) -
R/W LINE
NOT TO SCALE
BACKFLOW PREVENTER
REDUCED PRESSURE
ZONE TYPE
SCH, 40 GALV.
PIPING ABOVE
J
FINAL GRADE
WATER METER W/ FINISHED SCH40
CAST IRON BOX GRADE PVC WATER
SERVICE
NOTE: dETER INSTALLATION BY UTILITY COMPANY UPON
APPLICATION AND FEES BY MASTER PLUMBER.
BACKFLOW PREVENTER DETAIL
NOT TO SCALE
Bc 18" MAX.
Bc 12" MIN.
SHEETING
HALF SECTION
SHEETED TRENCH
CAREFULLY
COMPACTED
12" BACKFILL
I 1/4 Bc
4° MIN.
�— COMPACTED GRANULAR
MATERIAL
HALF SECTION
UNSHEETED TRENCH
TYPE II
COMPACTED GRANULAR BEDDING
_ Bc + 18" MAX
Bc + 12 MIN.
Bc
SHEETING CAREFULLY
COMPACTED
BACKFILL
4/01
I
SHAPED BOTTOM
0.5 Bc SUITABLE UNDISTURBED SOIL
HALF SECTION HALF SECTION
SHEETED TRENCH UNSHEETED TRENCH
TYPE I
SHAPED BOTTOM w/TAMPED BACKFILL
BEDDING DETAILS
CLASS B
S-27
MIN
WATER MAIN ' "
UNDISTURBED
EARTH '
WATER MAI N
v .
MECHANICALLY
RESTRAINED
JOINTS
SEWER MAIN
0
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SEWER OR
NONPOTABLE
WATER MAIN
� 10' 10';
NOTES:
1. WHERE A 10 FOOT PARALLEL SEPARATION CANNOT BE MAINTAINED BETWEEN A
WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN, THEN THE WATER
MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN OR NONPOTABLE
WATER MAIN. THE SEWER OR NONPOTABLE WATER MAIN SHALL BE DUCTILE IRON
UNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST 10 FEET IS OBTAINED.
2. WHERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNOT BE MAINTAINED
BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN THEN
THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OR NONPOTABLE WATER MAIN
WITH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THE SEWER OR
NONPOTABLE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED
ON THE POINT OF CROSSING AND THE WATER MAIN SHALL BE 20 FEET OF
SEWER SEPARATION DETAIL
NOT TO SCALE
9'.
SEE ACTE /4
30' MIN.
36' MIN. UNDER PAVING
SO' MAX (SEE NOTE /4)
SEE NOTES MEOIANOR 4S'ICAL JOINT BENDS (SIZE1VARIES)2 1/2
PROPOSED WATER MAIN EXE4TING UTILTIY RJ
SIZE & TYPE VARIES PIPE
1 I
.y FULL LENGTH OF PIPE CENTERED AT
CROSSING. SEE NATES.
7NE LUM OF TRE PIE TO BE RESTIM" EACH SATE OF RESTRAINED JOINT (TYP.)
BEND 9KL BE IN A= TRH TAKE FOR AEMikW 1L SIZE AS REQUIRED
REWRi !£'ACM, (SIX DM H-37) All "03 IT IML
9M SDE Or OMM PPF SIAL BE IA07WMILY
1113nmm
NOTES:
1. IF EXISTING UTILITY PIPE IS A WATER MAIN
6 -INCHES OF SEPARATION IS REQUIRED.
2. IF EXISTING UTILITY PIPE IS A FORCE MAIN, SANITW Y SEWER, RECLAIMED WATER
MAIN OR STORM SEWER, 18 INCHES OF SEPARATION IS REQUIRED. IF THIS IS
IMPRACTICAL AND EXISTING UTILITY MAIN IS C900, C905 OR D.l. PIPE, SEPARATION
CAN BE REDUCED TO 6 -INCHES A FULL LENGTH OF PIPE SHALL BE CENTERED
OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM ANT SPACING FOR ALL
CROSSINGS.
3. LOCATING WIRING REQUIRED. SEE DETAIL W-44.
4. DEPTH OF BURY TO BE 36' MINIMUM IN PAVED AREAS MEASURED FROM FINISHED
GRADE. DEPTH OF BURY TO BE 30' MINIMUM IN UNPAVED AREAS. MAXIMUM DEPTH
SHALL BE 60' UNLESS
APPROVED OTHERWISE BY JEA.
4/01
30MIN.
36' MIN. UNDER PAVING
60' MAX. (SEE NOTE /3)
1
ALL JOINTS 20' MIN. EACH
OF EXISTING PIPE SHALL BI
MECHANICALLY RESTRAINED
MECHANICAL J ....
22 1/7 OR 45 BEND (SIZE VARIES)
ADJUSTMENT OVER EXISTING UTILITIES
MECHANICAL RESTRAINT DEVICES
FULL LENGTH OF
RPE CENTERED
AT CROSSING.
SEE NOTES.
DEPTH VARIES
EXISTING UTILRY PIPE
SEE NOTES
9' MINIMUM B' MINIMUM
NOTES: PIPE
1. IF EXISTING UTILITY PIPE IS A WATER MAIN
6 -INCHES OF SEPARATION IS REQUIRED
W-32
71E UMIN of P� TO SE RED
III _ SHUL BE IN A=RWCE MTM TABLE
FOR AIEE;FMMr& REFnw Luma
W CEUIL R -3T)
PROPOSED WM? AMM
�E & TITS IWZff.S
BELL RING (TYP.)
3 4' TFREADEO STEEL ROD
W NUTS & LOCK Wk%ER.
L GTH AS REQUIRED
'Y4' 90' THREADED EYE BOLTS
'Y4
NUTS & LOCK WASHERS
LENGTH AS REQUIRED
'
3. NUMBER OF TIE RODS REQUIRED IS AS
FOLLOWS:
2. IF EXISTING UTILITY PIPE IS A FORCE MAIN, SANITARY SEWER, MED WATER
3"-8" DIAMETER
10'-12" DIAMETER
MAIN -
MAIN -
2 TIE RODS
4 TIE RODS
PER JOINT
PER JOINT
MAIN OR STORM SEWER, 18 INCHES OF SEPARATION IS REQUIRED. IF THIS IS
14'-20" DIAMETER
MAIN -
6 TIE RODS
PER JOINT
IMPRACTICAL AND EXISTING UTILITY MAIN IS C900, 0905 OR D.I.PIPE, SEPARATION
24'-36" DIAMETER
MAIN -
8 TIE RODS
PER JOINT
CAN BE REDUCED TO 6 -INCHES. A FULL LENGTH OF PIPE SHALL BE CENTERED
42"-48" DIAMETER
MAIN -
10 TIE RODS PER JOINT
UNDER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL
2
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CROSSINGS. 1
4 LOCATING WIRING REQUIRED
SE
CD
4/01
E DETAIL W-44.
5. DEPTH OF BURY TO BE 36' MINIMUM IN PAVED AREAS MEASURED FROM FINISHED
GRADE DEPTH OF BURY TO BE 30' MINIMUM IN UNPAVED AREAS. MAXIMUM DEPTH
SHALL BE 60' UNLESS
APPROVED OTHERWISE BY JEA.
ADJUSTMENT [NDER EXISTING UTILITIES
TIE RODS
W-35
GARY A. ABBEY, P.E.
REG. N0.56819
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3" DIA. ALUMINUM
5" THICK CONCRETE PAD
W/ 6X6 -W2.9 x W2.9WWi
SERVICE METER
3" DIA. ALUMINUM Pte,
ALARM LIGHT
WITH RED GLOBE
FINISHED GRADE
STAINLESS STEEL
FLOAT BRACKET W/ (6) HOOKS
PLAN
NOT TO SCALE
�- DUPLEX CONTROL PANEL WITH LOCKING HARDWARE
ALUMINUM COVER (150 LB/SQ.FT. RATING)
WITH PADLOCK HARDWARE
2" VENT 1/4" STAINLESS
5" CONC. SLAB WITH
6x6-W2.9xW2.9 WWF STEEL LIFTING CAB
(AS REQ'D. FOR
PANEL & JCT. BOX)
TOP ELEV
STAINLESS STEEL UPPER PUMP BRACKET
UNISEAL INLET HUB
INFLUENT LINES (2)
INV ELEV
BOTTOM ELEV * I—
RAMNEK TYPE SEALANT OR �—
:
OWNER APPROVED EQUAL
ALLARER—
GLASS ANDCONCRETENDWHERE FCOME I —
TOGETHER
UNDISTURBED EARTH
(BY SUPPLIER):
CONCRETE AND FIBERGLASS
DESIGN TO BE SIGNED
BY A FLORIDA REGISTERED
ENGINEER. SUBMIT WITH
SHOP DRAWINGS
4'-0" DIA.
FIBERGLASS WETWELL
POURED IN PLACE CONCRETE BOTTOM SLAB
* SEE PUMP STATION DATA CHART
�3" MIN.
:.'S x.x .xx X. x x XXx Xx Xx X."T1r
x xx x x x xx x xx
6' WOODEN FENCE WITH
6' SWING GATE AND
LOCKABLE HASP
SIN (SDR 18)
ALUMINUM ACCESS HATCH W/
RECESSED HANDLE (42"x48")(300)
ROTATED FOR CLARITY
' BLIND FLANGE W/
' QUICK DISCONNECT
T AUG VALVE
'4"x2/"REDUCER
\\7 -
C.I. 00 P.V.C.
1 '3" CLEAR
�� DRAIN - 2- #4 BARS
2 PIPE
GROUT W,/ EMBECO NO. 167
OR NO. 1381 NON -SHRINK
MORTAR OR THOROSET (RM) (GROUT)(TYP)
2" PVC DISCHARGE PIPE
QUICK DISCONNECT
2" GALV. STEEL DISCHARGE PIPE-
STAINLESS
IPESTAINLESS STEEL GUARDRAIL
TO SUIT PUMPS OR S.S. LIFT CHAIN
12"
MIN. x
4T12"MIN.
old a -_ 12"MIN.
=IIIII'
TYPICAL WET WELL SECTION
NOT TO SCALE
COMPACT BOTTOM OF EXCAVATION TO 95% STANDARD
PRQCTOR DENSITY. POUR REINFORCED CONCRETE BASE
12' THICK AND 24" BEYOND WETWELL OUTSIDE WALLS.
AS SOON AS THE CONCRETE HAS SET UP ENOUGH TO
SUPPORT THE WETWELL. LOWER THE WETWELL INTO
PLACE. POUR A MINIMUM OF 12' CONC
MHHESBGLSAMINIMUM
EPFNTE"
FROM FIffRASWALL OE OUTSIDOH
FIBERGLASS WETWELL.
STAINLESS STEEL LOWER
PUMP BRACKET
PUMPING STATION DATA
Designation
PUMP STATION
Pump model
BARNES
Motor
SGV GRINDER
Impeller
5.75"
Voltage
230V, 30
h. p.
5 HP
r. p.m.
3450
Delivery, GPM
50
TDH, feet
116
Top elev.
14.70
Influent (6" PVC)
11.53
Hi h level alarm elev.
11.03
Log pumpon elev.
10.53
Lead pump on elev.
10.03
Both pumps off elev.
8.03
Low level alarm elev.
7.03
Bottom elev.
6.03
Force main dia.
2"
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2" P.V.C. FORCE MAIN SDR 26
HIGH LE
ALARM t
DUPLEX CONTROL
PANEL W/ LOCKII
HARDWARE & HOI
3" SCHD. 40 PVC CON
1 FOR FLOATS
1 EA. FOR PUMP WIRE
NOTES:
1. TOP ELEVATION IS APPROXIMATE.
THE WET WELL SHALL BE NO LESS THAN 3"
TOP ELEVATION IS APPROXIMATE.
2. CONTRACTOR SHALL VERIFY HEAD CONDITIONS
WITH 24 HOUR PRESSURE RECORDER PRIOR
TO SUBMITTAL OF SHOP DRAWINGS.
NOTE:
24 HOUR CONTACT NUMBER (904) 422-8174
SHALL BE POSTED AT THE LIFT STATION SITE.
GENERATOR RECEPTACLE
(AS REQUIRED BY FDEP)
FRONT
Ll u
3E SUPPRESSER Q
REQUIRED BY JEA)
i�
-W2.9xW2.9 WWF
1 1/2"x1 1/2" ALUMINUM
MOUNTING STRUCTURE
100 AMP SQUARE D
I I HEAVY DUTY SAFETY SWITCH
OW/ LIGHTING ARRESTER
METER BOX BAR 3x1/4 AL. (TYP)
I II 1 1/2"x1 1/2" ALUMINUM
MOUNTING STRUCTURE
I
2" SCHEDULE 40
I I PVC CONDUIT
3" DIA. ALUMINUM POST
I If
1 1/2"x1 1/2" ALUMINUM
MOUNTING STRUCTURE
BACK I ( 3'
Ll u�
CONTROL PANEL SCHEMATIC
NOT TO SCALE
GENERAL NOTES:
1. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE
SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPE
AND SMALLER CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER
PIPE SIZES SIZE OF HATCH ON VALVE VAULT IS FOR 4" PIPE AND SHALL
INCREASE ACCORDINGLY WITH LARGER PIPE SIZES.
2. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE
VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON -SHRINK GROUT.
3. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL.
4. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S.
HARDWARE SIZE AS REQUIRED BY PUMP MANUFACTURER AND APPROVED
BY OWNER.
5, FLEXIBLE COUPLING SHALL BE SLEEVE TYPE.
6. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL.
7. ALL CONDUIT CONNECTING TO THE CONTROL PANEL WILL HAVE A CONDUIT BODY
CROUSE -HINDS TYPE ESUF OR EQUAL FILLED WITH NON HARDENING COMPOUND.
8. SURGE SUPPRESSER SHALL BE CONNECTED TO THE MIDDLE BAR OF DOUBLE THROW
SAFETY SWITCH,
9. ALL EXPOSED FERROUS METAL WITHIN WET WELL AND VAULT SHALL BE COATED WITH
KOP-COAT COAL TAR EPDXY 300-M, (20ML DRY THICKNESS).
GARY A. ABBEY, P.E.
REG. NO, 56819
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GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS
OF CITY OF JACKSONVILLE STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD
DETAILS. THE WORK SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT PROVIDED BY
OWNER, IF MORE STRINGENT THAN CITY OF JACKSONVILLE REQUIREMENTS.
2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF
O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY
INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING
THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A.
REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS
BID.
3. THE CONTRACTOR SHALL BE RESPONSIBLEOR
F VISITING THE JOB SITE PRIOR TO PREPARING
THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT
OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB -SURFACE, WHICH MAY AFFECT
THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED.
FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER
THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE
ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO
AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE
CONSTRUCTION OF THE PROJECT.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION
OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF
UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF
OFF SITE BORROW THAT WILL BE REQUIRED.
5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER
AND THE CITY OF JACKSONVILLE FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE
BY THE OWNER AND THE CITY OF JACKSONVILLE.
6. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.) UNITED
STATES COASTAL AND GEODETIC SURVEY (U.S.C. & G.S.), AS DETERMINED BY BOATWRIGHT
SURVEYORS, PHONE# (904) 241-8550 JOB NUMBERS 2006,873 AND 2000-777.
7. FOR BOUNDARY INFORMATION, SEE SURVEY PREPARED BY DONN BOATWRIGHT SURVEYORS,
PHONE # (904) 241-8550, JOB # 2004-1312 DATED AUGUST 11, 2004.
8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM
MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF JACKSONVILLE REQUIREMENTS.
THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES
LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR
TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE
RECOMMENDATION FOR UNDERDRAIN PLACEMENT.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND
INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF JACKSONVILLE RIGHT-OF-WAY
PERMITS FOR WORK IN THE CITY OF JACKSONVILLE RIGHT-OF-WAY OR EASEMENT.
10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF JACKSONVILLE OR STATE
RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF
CONSTRUCTION AND REPAIR.
11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL
"UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE.
12. "AS -BUILT" DRAWINGS - AS-BUILTS TO THE CITY OF JACKSONVILLE AND THE ST. JOHNS RIVER
WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED
LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT
WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD
LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS -BUILT" DRAWINGS IN ACCORDANCE WITH
CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PROCESS THE "AS -BUILT" DRAWINGS FOR APPROVAL BY THE
CITY OF JACKSONVILLE.
SUBMITTAL OF AS -BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED
PRIOR TO SCHEDULING A FINAL INSPECTION OF THE BUILDING BY
THE BUILDING DEPARTMENT OR THE FIRE MARSHALL.
13. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS.
IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION.
14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS
INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR
EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT.
15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH
CITY OF JACKSONVILLE STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED
AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT.
16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS.
IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF
RECORD FOR REINSTALLATION OF THE MONUMENT.
17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY
CONTRACTOR.
18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE
CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER.
19. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED.
20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED AND
COORDINATED WITH CITY OF JACKSONVILLE FIRE MARSHALL.
21. ROADWAY UNDER DRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED
NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE
PREPARATION OF THE ROADWAY SUB -BASE.
22. PROVIDE CONTRACTION JOINTS AT 6' O.C. AND EXPANSION JOINTS AT 24' O.C. ON ALL
EXTERIOR SIDEWALKS AND CURBING.
23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION.
24. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD
INDEXES 11860, 17346, AND 17352.
25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE
DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO -BLASTING METHOD.
26. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC (LEAD-FREE) IN ACCORDANCE
WITH CITY OF JACKSONVILLE STANDARDS.
27. CITY OF JACKSONVILLE REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO
ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION.
UTILITY NOTES:
CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL
33.
1.
THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE
26.
ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL
I
DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE
AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND
JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY
„
SCHEDULE TO BE PROVIDED BY THE REGISTERED LANE) SURVEYOR SUBMITTING THE AS -BUILT
LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS
SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED
TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400
a'
AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO
W
PSI TEST PRESSURE.
11. THE CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING AND AFTER
COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL
w
ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD.
LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY.
27.
FIRE HYDRANTS SHALL BE UTILITY COMPANY STANDARD. ALL ONSITE HYDRANTS SHALL BE
34,
THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE
SEDIMENTATION DOWNSTREAM.
PAINTED RED PER CITY OF ATLANTIC BEACH STANDARDS.
15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. FORCE MAINS TO BE
CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING
RIGHT-OF-WAY OR CITY OF JACKSONVILLE EASEMENT MUST BE IN CONFORMANCE WITH THE
U
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UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY
28.
ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF
U
FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO
SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER
WATER AND SEWAGE FORCE MAINS.
CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN
COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS
O
FOOT AND SHALL BE TERMINATED AT THE RIGHT-OF-WAY LINE WITH A DEPTH OF 48" UNLESS
�
AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT.
29.
ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2
2.
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE
U
HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING
a
ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY OF JACKSONVILLE AND
36.
POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN
0.4
CITY OF ATLANTIC BEACH, PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE.
WATER LINES SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE.
PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA C-651, AND CLEARED FOR
OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF
�
0or-
SERVICE THE ENGINEER AND CITY OF ATLANTIC BEACH REPRESENTATIVE MUST BE NOTIFIED
3.
ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED
�
C
48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT.
W
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TO CONFORM WITH CITY OF JACKSONVILLE REQUIREMENTS AND SHALL BE CONSTRUCTED TO
n
CONFORM WITH CURBING, PROPERTY LINES, BANK SLOPES AND LOW POINTS AS SHOWN ON THE
30
A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH
PLANS.
00
DONNA KALUSNIAK OF CITY OF ATLANTIC BEACH AT (904) 247-5834.
4.
CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND
31.
TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS AFTER THE
FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE.
LIMEROCK HAS BEEN COMPACTED. THIS SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS
5.
ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES.
PART OF THE SANITARY SEWER CONTRACT. A FULL WRITTEN REPORT AS TO THE CONDITION OF
THE PIPE WITH PERTINENT DATA SUCH AS
DISTANCE BETWEEN MANHOLES, LOCATION OF
6.
ALL DRAINAGE PIPE JOINTS IN CITY OF JACKSONVILLE DRAINAGE EASEMENTS, DRAINAGE EASEMENTS
SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE,
AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO CITY
BETWEEN PRIVATE LOTS, DRAINAGE RIGHT-OF-WAYS AND UNDER PAVED ROADS ARE TO BE
OF ATLANTIC BEACH. ALL
DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE.
FILTER -WRAPPED.
ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE.
7.
ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR
SEWER PIPE SHALL BE TESTED FOR DEFORMATION OR DEFLECTION. ANY PIPE FOUND TO BE
BETWEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE.
DEFORMED AND/OR DEFLECTED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE
B.
UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE
SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. ALL MANDRELS USED IN TESTING
SHALL BE AVAILABLE TO BE CHECKED FOR PROPER SIZING BY THE
REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED.
USE OF TRUING RINGS AT
THE REQUEST OF CITY OF ATLANTIC BEACH REPRESENTATIVE. RESULTS OF THE TEST SHALL BE
SUBMITTED TO CITY OF ATLANTIC BEACH FOR REVIEW.
9.
ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR
PAVEMENT.
32.
THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER
10.
ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF JACKSONVILLE SHALL BE ACCOMPLISHED
AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL
ACCOMPLISHED BY AND UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF
BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF
48
CHAPTER 489 FLORIDA STATUTES.
HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE.
EROSION & SEDIMENT CONTROL NOTES:
1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR
THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER
TO "THE FLORIDA DEVELOPMENT MANUAL -A GUIDE TO SOUND LAND AND WATER MANAGEMENT"
FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.)
CHAPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL
AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS
AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS.
IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE
FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT
FEES, CONSTRUCTION COSTS AND FINES.
2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL
PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA.
3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND
AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD
AND/OR GRASS PER CITY OF JACKSONVILLE STANDARDS AND MEETING THE N.P.D.E.S. FINAL
STABILIZATION REQUIREMENTS.
5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT.
6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR
SHALL PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL
PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE
PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED
DURING CONSTRUCTION AND DEWATERING OPERATIONS.
7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A
NOTICE OF INTENT TO THE EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM RULES AND REGULATIONS.
8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN FILTER FABRIC TO PREVENT
SEDIMENTATION OF THE STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER
FABRIC UNTIL THE ASPHALT/CONCRETE PAVEMENT IS PLACED.
9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM
SEDIMENTATION DURING CONSTRUCTION USING NECESSARY SEDIMENT CONTROL BARRIERS.
11.
CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL
33.
ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE
10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED ALL AREAS
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SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS
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THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS
AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND
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SCHEDULE TO BE PROVIDED BY THE REGISTERED LANE) SURVEYOR SUBMITTING THE AS -BUILT
SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED
AND INCREASE RUNOFF.
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DRAWINGS FOR THIS PROJECT.
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WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND
11. THE CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING AND AFTER
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ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD.
CONSTRUCTION TO PREVENT FLOODING OF SURFACE AREAS WHILE MINIMIZING
12.
ALL SEWER MAINS SHALL BE PVC (ASTM -3034) SDR --35 FOR DEPTHS TO 15 FEET, SDR -26 FOR
DEPTHS
34,
ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY OF JACKSONVILLE
SEDIMENTATION DOWNSTREAM.
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15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. FORCE MAINS TO BE
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RIGHT-OF-WAY OR CITY OF JACKSONVILLE EASEMENT MUST BE IN CONFORMANCE WITH THE
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PVC - SDR -18 PIPE UNLESS OTHERWISE NOTED.
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CITY OF ATLANTIC BEACH APPROVED MATERIALS MANUAL.
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13.
SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER
35.
CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN
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FOOT AND SHALL BE TERMINATED AT THE RIGHT-OF-WAY LINE WITH A DEPTH OF 48" UNLESS
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ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS.
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OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN.
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36.
CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE
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14.
WATER LINES SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE.
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OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF
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15. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS N.S.F.P.W. AND
SHALL BE SO MARKED.
16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED
UNTIL FINISHED WORK IS COMPLETE.
17. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM
SEWER SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS.
18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET
HORIZONTAL SEPARATION, FULL -UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. SDR -18 AWWA
C-900 FOR NEWLY INSTALLED SEWER & SDR -18 AWWA C-900 WATER) WILL BE USED WITH THE
JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY 'WILL BE PLACED ON AN UNDISTURBED SHELF
OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES.
IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FEET
OF SEPARATION WHERE POSSIBLE.
19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH
A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY
PIPE (I.E. SDR -18 AWWA C-900 FOR NEWLY INSTALLED SEWER & SDR -18 AWWA C-900 WATER)
WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE
CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL
SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT
POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER, IT IS PREFERABLE TO
HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION.
20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE
POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF
CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS.
21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED
AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH
DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL
SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST
100 FEET BEYOND ANY DISCOVERED SOLVENT.
22. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO
SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDICATED IN RED OR PINK ON THE
RECORD OR AS -BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE
BACTERIOLOGICAL SAMPLE LAB SHEETS.
23. THE RECORD OR AS -BUILT DRAWINGS SUBMITTED AT 'THE TIME OF REQUEST FOR A LETTER OF
RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL
CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES AT ALL CROSSING AND
PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET. IN ADDITION, THE
CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE
DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED
IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND
SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE.
24. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY
STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES.
25. UNLESS OTHERWISE NOTED, ALL OFF-SITE WATER MAIN TO BE PVC AWWA DR18, C-900 AND ALL
ON-SITE WATER MAIN 4" AND GREATER SHALL BE DR'18, AWWA C-900. ALL ON-SITE WATER MAIN
2" OR SMALLER SHALL BE SCHEDULE 40 AND N.F.S.P.W. RATED.
'I"HIS PROJECT.
37, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE BACKFLOW PREVENTERS) TO CITY
OF ATLANTIC BEACH CONTACT DONNA KALUSNIAK ® (904) 247-5834 FOR APPROVAL OF BACKFLOW
PREVENTER TYPE AND MODEL.
38. CONTRACTOR SHALL CONTACT SUNSHINE NETWORK (1-800-432-4770) 48 HOURS PRIOR TO
STARTING PROPOSED WORK.
39. ALL SEWAGE FORCE MAINS SHALL BE HYDROSTATIC TESTED AND CONSIST OF A COMBINED
PRESSURE TEST AND LEAKAGE TEST FOR A MINIMUM DURATION OF TWO HOURS AT 150 PSI
IN ACCORDANCE WITH AWWA C-600 STANDARDS. THE ENGINEER MUST BE NOTIFIED 48 HOURS
PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT.
40. WATER AND SEWER AS -BUILT DRAWINGS ARE REQUIRED TO BE SUBMITTED TO CITY OF ATLANTIC BEACH AND
SHALL INCLUDE 2 PRINTS, 1 MYLAR, ELECTRONIC DISC AND ELECTRONIC DATA FILE SUBMITTAL FORM.
41. A CITY OF ATLANTIC BEACH STANDARD PUMP -OUT (MIN. 4" DIA.) SHALL BE REQUIRED ON FORCE MAIN AND
LOCATED ADJACENT TO R/W ON PRIVATE PROPERTY. PUMP -OUT MUST BE ACCESSIBLE BY
CITY OF ATLANTIC BEACH FROM ADJACENT STREET R/W.
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GARY A. ABBEY, P.E.
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DUVAL COUNTY LANDSCAPE REGULATIONS
PUBLIC PARKING LOT - INTERIOR LANDSCAPING:
SCALE 1 "=20'-0"
SCALE: V= 20'- 0"
V.U.A. TREES
(V.U.A. / 4,000 S.F.)
Required: 17,918 / 4,000 =5 Trees
Provided: 6 Trees
PUBLIC PARKING LOT - STREET FRONTAGE PERIMETER LANDSCAPING:
MAYPORT ROAD FRONTAGE AREA:
Eastern Property Boundary - Parallel to Road
(L.F. x 10)
Required 230 L.F. x 10 = 2,300 S.F.
Provided: 2,300 S.F.
STREET FRONTAGE TREES:
Eastern Property Boundary - Parallel to Road
(L.F. / 50)
Required: 194 L.F. / 50 = 4 Trees
Provided: 6 Trees
STREET FRONTAGE SHRUBS:
Western Property Boundary - Parallel to Road
Required: Hedge between street and parking area
Provided: Plans are in compliance
PUBLIC PARKING LOT - ADJACENT TO PARKING PERIMETER
LANDSCAPING:
SOUTHERN BOUNDARY LANDSCAPE AREA: (immediately adjacent
driveway L.F. x5)
Required: 150 L.F. x 5 = 750 S.F.
Provided: 150 L.F. x 5 = 750 S.F.
SOUTHERN BOUNDARY LANDSCAPE TREES:
(immediately adjacent driveway L.F. /50)
Required: 150 L.F. / 50 = 3 Trees
Provided: 3 Trees
NORTHERN BOUNDARY LANDSCAPE AREA: (Norhern boundary
unobstructed by building L.F. x5)
Required: 150 L.F. x 5 = 750 S.F.
Provided: 150 L.F. x 5 = 750 S.F.
NORTHERN BOUNDARY LANDSCAPE TREES:
(Norhern boundary unobstructed by building L.F. /50)
Required: 150 L.F. / 50 = 3 Trees
Provided: 3 Trees
DUVAL COUNTY LANDSCAPE REGULATIONS CONT'D.
UNCOMPLIMENTARY LANDUSE BUFFER:
WESTERN BOUNDARY LANDSCAPE AREA:
(Western boundary x 10)
Required: 284 L.F. X 10 = 2,840 S.F.
Provided: 4,016 S.F.
WESTERN BOUNDARY LANDSCAPE TREES:
(Western boundary L.F. /25)
Required: 284 L.F. / 25 = 12 Trees
Provided: 12 Trees
SHADE TREE REQUIREMENT
(50% Shade Trees)
Required: 12 Trees x.5 = 6 Shade Trees
Provided: 6 Shade Trees
TREES REQUIRED FOR ENTIRE SITE:
(1 tree planted / preserved per 5,000 S.F. of lot area)
Required: 56,845S.F. / 5,000 S.F. = 12 trees
Proposed: 34 trees
50% OF REQUIRED TREES TO BE SHADE TREES:
Required: 12 Required Trees x.50 = 6 trees.
Provided: 6 Shade Trees
TREES REQUIRED AT TERMINUS OF PARKING ROWS:
Required: 6 Trees
Provided: 6 Trees
IRRIGATION NOTES:
IJ. ,4 ru!_r_T AlJTC;P fATIC IRRIGATION SYSTEM SHALL 5E SUBMITTED
FOLLOWING INITIAL LANDSCAPE SUBMITTAL AND REVIEW.
2). A COMPLETELY AUTOMATED IRRIGATION SYSTEM SHALL 5E
DESIGNED AND INSTALLED TO WATER ALL AREAS OF LANDSCAPE
DEVELOPMENT SHOWN ON THE LANDSCAPE PLAN.
3) ALL WORK SHALL COMPLY WITH CODES, ORDINANCES, AND
REGULATIONS OF ALL GOVERNING AUTHORITIES.
4) IRRIGATION DRAWiNGS SHALL 5E SUBMITTED UPON APPROVAL
OF THE SITE PLAN AND THE LANDSCAPE PLAN.
5). THE IRRIGATION SYSTEM SHALL 5E INSTALLED SO THAT NO
OVERSPRAY SHALL OCCUR ON ANY SIDEWALKS OR WALKWAYS OF
THE PROJECT.
6). THE IRRIGATION SYSTEM SHALL PROVIDE 100% COVERAGE AND
50% OVERLAP OF ALL PLANT MATERIALS.
I). THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN
WHEN TRENCWM TO LAY PIPE TO AVOID TREES AND LARGE
SHRUBS BOTH EXISTING AND PROPOSED.
8) THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY
CONFLICTS BETWEEN THE IRRIGATION PLAN AND EXISTING: FIELD
CONDITIONS PRiOR TO THE TRENCHING AND INSTALLATION OF
IRRIGATION PIPE.
5). THE CONTRACTOR SHALL ASSUME FULL RESPONS151LITY FOR
ALL NECESSARY REVISIONS THAT RESULT FROM THE WORK
PERFOFFMED WITHOUT THE PROPER NOTIFICATION TO THE
LANDSCAPE ARCHITECT.
10). THE IRRIGATION SYSTEM SHALL BE INSTALLED WITH AN
APPROVED RAIN SENSOR.
PLANT LIST
V.U.A. LANDSCAPE CALCULATIONS
SYMBOL
(V.U.A. S.F. x 10)
LEGEND
Required: 17,918 x .10 = 1,792 S.F.
SPECIFICATIONS
Provided: 2,834 S.F.
H.B.
QV
+ HOSE 515
V.U.A. SHRUBS
AS NOTED
(Required Landscape Area S.F. x.25)
CP
Required: 1,706 x .25 = 448 S.F.
Betula nigra
Provided: 1,700 S.F.
SCALE 1 "=20'-0"
SCALE: V= 20'- 0"
V.U.A. TREES
(V.U.A. / 4,000 S.F.)
Required: 17,918 / 4,000 =5 Trees
Provided: 6 Trees
PUBLIC PARKING LOT - STREET FRONTAGE PERIMETER LANDSCAPING:
MAYPORT ROAD FRONTAGE AREA:
Eastern Property Boundary - Parallel to Road
(L.F. x 10)
Required 230 L.F. x 10 = 2,300 S.F.
Provided: 2,300 S.F.
STREET FRONTAGE TREES:
Eastern Property Boundary - Parallel to Road
(L.F. / 50)
Required: 194 L.F. / 50 = 4 Trees
Provided: 6 Trees
STREET FRONTAGE SHRUBS:
Western Property Boundary - Parallel to Road
Required: Hedge between street and parking area
Provided: Plans are in compliance
PUBLIC PARKING LOT - ADJACENT TO PARKING PERIMETER
LANDSCAPING:
SOUTHERN BOUNDARY LANDSCAPE AREA: (immediately adjacent
driveway L.F. x5)
Required: 150 L.F. x 5 = 750 S.F.
Provided: 150 L.F. x 5 = 750 S.F.
SOUTHERN BOUNDARY LANDSCAPE TREES:
(immediately adjacent driveway L.F. /50)
Required: 150 L.F. / 50 = 3 Trees
Provided: 3 Trees
NORTHERN BOUNDARY LANDSCAPE AREA: (Norhern boundary
unobstructed by building L.F. x5)
Required: 150 L.F. x 5 = 750 S.F.
Provided: 150 L.F. x 5 = 750 S.F.
NORTHERN BOUNDARY LANDSCAPE TREES:
(Norhern boundary unobstructed by building L.F. /50)
Required: 150 L.F. / 50 = 3 Trees
Provided: 3 Trees
DUVAL COUNTY LANDSCAPE REGULATIONS CONT'D.
UNCOMPLIMENTARY LANDUSE BUFFER:
WESTERN BOUNDARY LANDSCAPE AREA:
(Western boundary x 10)
Required: 284 L.F. X 10 = 2,840 S.F.
Provided: 4,016 S.F.
WESTERN BOUNDARY LANDSCAPE TREES:
(Western boundary L.F. /25)
Required: 284 L.F. / 25 = 12 Trees
Provided: 12 Trees
SHADE TREE REQUIREMENT
(50% Shade Trees)
Required: 12 Trees x.5 = 6 Shade Trees
Provided: 6 Shade Trees
TREES REQUIRED FOR ENTIRE SITE:
(1 tree planted / preserved per 5,000 S.F. of lot area)
Required: 56,845S.F. / 5,000 S.F. = 12 trees
Proposed: 34 trees
50% OF REQUIRED TREES TO BE SHADE TREES:
Required: 12 Required Trees x.50 = 6 trees.
Provided: 6 Shade Trees
TREES REQUIRED AT TERMINUS OF PARKING ROWS:
Required: 6 Trees
Provided: 6 Trees
IRRIGATION NOTES:
IJ. ,4 ru!_r_T AlJTC;P fATIC IRRIGATION SYSTEM SHALL 5E SUBMITTED
FOLLOWING INITIAL LANDSCAPE SUBMITTAL AND REVIEW.
2). A COMPLETELY AUTOMATED IRRIGATION SYSTEM SHALL 5E
DESIGNED AND INSTALLED TO WATER ALL AREAS OF LANDSCAPE
DEVELOPMENT SHOWN ON THE LANDSCAPE PLAN.
3) ALL WORK SHALL COMPLY WITH CODES, ORDINANCES, AND
REGULATIONS OF ALL GOVERNING AUTHORITIES.
4) IRRIGATION DRAWiNGS SHALL 5E SUBMITTED UPON APPROVAL
OF THE SITE PLAN AND THE LANDSCAPE PLAN.
5). THE IRRIGATION SYSTEM SHALL 5E INSTALLED SO THAT NO
OVERSPRAY SHALL OCCUR ON ANY SIDEWALKS OR WALKWAYS OF
THE PROJECT.
6). THE IRRIGATION SYSTEM SHALL PROVIDE 100% COVERAGE AND
50% OVERLAP OF ALL PLANT MATERIALS.
I). THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN
WHEN TRENCWM TO LAY PIPE TO AVOID TREES AND LARGE
SHRUBS BOTH EXISTING AND PROPOSED.
8) THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY
CONFLICTS BETWEEN THE IRRIGATION PLAN AND EXISTING: FIELD
CONDITIONS PRiOR TO THE TRENCHING AND INSTALLATION OF
IRRIGATION PIPE.
5). THE CONTRACTOR SHALL ASSUME FULL RESPONS151LITY FOR
ALL NECESSARY REVISIONS THAT RESULT FROM THE WORK
PERFOFFMED WITHOUT THE PROPER NOTIFICATION TO THE
LANDSCAPE ARCHITECT.
10). THE IRRIGATION SYSTEM SHALL BE INSTALLED WITH AN
APPROVED RAIN SENSOR.
PLANT LIST
QUANTITY
SYMBOL
I BOTANICAL NAME
COMMON NAME
SPACNG
SPECIFICATIONS
TREES / PALMS
4
QV
Quercus virginlana
SPECIMEN LiVE OAK
AS NOTED
14' HT. AND %' SPD., 4" CAL. 100 GAL.
CP
BN
Betula nigra
RIVER 51RCH
AS NOTED
12' HT. x 6' SPDy3 - 1" STEMS MIN, 65 GAL.
12
LI
Lagerstroemia indica 'Nachez'
NACHEZ CRAM MYRTLE
AS NOTED
10' HT., 6' SPD., 3 TRUNJIGS MIN., 1 CAL. EA., 30 GAL.
12
QL
Quercus laurifolia
LAUREL OAK
AS NOTED
14' HT. AND 8' SPD., 3 1/2" CAL. 65 GAL.
SHRUBS
82
IC5
Ilex cornuta 'Burfordii'
15URFORD HOLLY
50" oz.
24" MIN. HT. x 18" SPD., 3 GAL.
51
MCA
Merica cerifera
WAX MYRTLE
boll oz.
W HT. MN FULL SPECIMEN
161
RIN
Raphiolepis indica 'snow'
WHiTE INDIAN HAWTHORN
24" oz.
Ib" -18" MIN. HT. x 16"-18" SPD., 3 GAL.
124
LJA
Ligustrum japonicum
JAPANESE LIGUSTRUM
96" oz.
24" MIN. HT. x 18" SPD., 3 GAL.
VINES 8 GROUNDCOVER
433
LMV
Lirlop muscari 'Verlgata'
AZTEC GRASS
IB" oma.
I GAL -PULL CLUMP, 5 LEADERS MIN. 12" HT. MiN.
306
JPA
Juniperus parsonil
PARSONS JUNIPER
" oz.
I GAL -FULL CLUMP, 5 LEADERS MIN. 18" SPREAD MIN.
SOD
T50
SOD
Stenotaphrw secondatum
ST. AUGUSTINE 800
TO 5E LAID WITHIIN 24 HOURS OF CUTTING
OF SERVICE AND THE PROPERTY
OF DONALD E. PODANY, JR.
AND SHALL REMAIN THEIR
PROPERTY. THE USE OF THIS
DRAWING SHALL BE RESTRICTED
TO THE ORIGINAL SITE FOR
WHICH IT IS PREPARED AND
PUBLICATION THERE OF IS
EXPRESSLY LIMITED TO SUCH USE
LANDSCAPE
PLAN
PROD. #: 04-01.1
DATE: 10-18-04
DRAWN BY: DEP
CHECKED BY: DEP
SCALE: AS NOTED
SHEET NUMBER
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FLAG GUY WIRES WITH
BANNER GUARD S.S. 2 OR
APPROVED EQUAL
ROOT BALL
RUBBER HOSE
TREE PIT (EDGE OF EARTH
SAUCER - 2x ROOTBALL
D IAMETER)
2" x 2" x 36"" ANCHOR
STAKE
Large Tree Guying Plan
2"x2"x4'STAKE
2"x2"x4'CRO55
MEMBER
TREE PIT (EDGE OF —
EARTH SAUCER - 2x
ROOTBALL DIAMETER)
�61
NTS
ROOTBALL
TREE TRUNK
Small Tree Staking Plan
NTS
NOTES
0_ "SMALL" TREES ARE THOSE WITH A
CAL [PER OF LESS THAN 2 1/2".
2). PLANT SO THAT TOP OF ROOT
BALL 15 EVEN WITH THE FINISHED
GRADE.
3). BOTTOM OF ROOT BALL SHALL BE
SEATED DIRECTLY ON UNDISTURBED
SUB -GRADE.
3 MULCH (AFTER SETTLEMENT
- NO MULCH NEAR TRUNK)
EARTH SAUCER (3" X 12"
FINISHED GRADE
EXISTING 5U5GRADE
" x 2" x 4' CROSS MEMBER
2) - 2 1/2" DRYWALL SCREWS
"x2"x4'STAKE WITH LONG
RAPER (MIN. 18" INTO
UNDISTURBED SOIL)
12"
PLANTING HOLE (2x ROOTBALL
DIAMETER - DEPTH SAME AS
ROOTBALL)
UNDISTURBED SUBGRADE
2
Small Tree Staking Detail
I" DIA. RUBBER HOSE
FLAG GUY WIRES WITH BANNER
GUARD S.S. 2 OR APPROVED
EQUAL
(3) - 6 1/2" GALV. TURNBUCKLE
(TYP.) ON DOUBLE STRAND
TWISTED WIRE 012 GA. (3 GUY
WIRES PER TREE AT 120'
INTERVALS)
3" MULCH OF SPECIFIED
MULCH EXTENDED BEYOND
SAUCER KEEP MULCH AT
LEAST 3" FROM TREE TRUNK
EARTH SAUCER (3" X 12")
FINISHED GRADE
12"
EXISTING SUBGRADE
PLANTING HOLE (2x ROOTBALL
DIAMETER - DEPTH SAME AS
ROOTBALL)
3
N
Large Tree Guying Detail
NTS
24" BETWEEN SHRUBS
AND BUILDINGS
Kx 3%!41
4111141
FINISH GRADE AT
BUILDING TO BE
6" BELOW FINISH
FLOOR
ELEVATION
24" BETWEEN SHRUBS
AND GROUNDCOVERS
SPACE O.G.
AS PER SPEC.
DISTANCE BETWEEN MATERIAL AND REDLINE
(12" FOR GROUNDCOVER5 4 24" FOR SHRUBS)
SHRUB SPACING NOTES:
AS PER PLAN 1). GROUNDCOVER PLANTS ARE TO BE SPACED AS
UNDISTURBED SUB -GRADE
6" MIN. SPECIFIED PLANTING MIX
ALL AROUND. WATER AND TAMP
TO REMOVE AIR POCKETS.
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NOTES:
INDICATED ON PLANTING PLAN.
\
1)_ "LARGE" TREES
Q
2). 3" MIN. SPECIFIED PLANTING MIX UNDER AND AROUND.
C1'
N
ARE TH05E WITH A
LL
WATER AND TAMP TO REMOVE AIR POCKETS.
CALIPER OF 2 1/2"
O
U
;
OR GREATER
F—
u
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O
2). PLANT 50 THAT
FINISHED GRADE_
w
E1
TOP OF ROOT BALL
C
4). BED SLOPE TO SLOPE AT 3/8" PER FOOT AWAY FROM
O
IS EVEN WITH THE
GROUNDCOVER
BUILDING.
FINISHED GRADE.
SPACING AS PER
CQC
<
3). BOTTOM OF
PLAN
50. SEE DETAILS AND SPECIFICATIONS FOR PLANTING
$ $ 1
ROOT BALL SHALL
INSTRUCTIONS.
Q
BE SEATED
AND ALL SHRU55 SHALL MEET THE MINIMUM SHRUB HEIGHT
DIRECTLY ON
(MIN. 24") FOR SHRUB LINES AS MANDATED BY THE ST.
JOHNS COUNTY LAND DEVELOPMENT CODE.
UNDISTURBED
EDGE OF BED SHALL
BE 6" WIDE x 4"
SUB -GRADE.
DEEP TRENCH FILLED
SPECIFICATION
WITH MULCH
ISSUE DATES:
4). STAKE ABOVE
FIRST STRONG
BRANCHES OR AS
NECESSARY FOR
I
FIRM SUPPORT.
4g.
(3) - 2" x 2" x 36"
PRESSURE TREATED
STAKES - NOTCH TO
HOLD WIRE. TOP OF
Ir
ALL STAKES SHALL
E
BE SET BELOW
GRADE.
,% .
l I
II I
12" MIN. SPECIFIED
PLANTING MIX ALL
AROUND. WATER
AND TAMP TO
"
REMOVE AIR
POCKETS.
CONTAINER
ROOTBALL
Large Tree Guying Detail
NTS
24" BETWEEN SHRUBS
AND BUILDINGS
Kx 3%!41
4111141
FINISH GRADE AT
BUILDING TO BE
6" BELOW FINISH
FLOOR
ELEVATION
24" BETWEEN SHRUBS
AND GROUNDCOVERS
SPACE O.G.
AS PER SPEC.
DISTANCE BETWEEN MATERIAL AND REDLINE
(12" FOR GROUNDCOVER5 4 24" FOR SHRUBS)
SHRUB SPACING NOTES:
AS PER PLAN 1). GROUNDCOVER PLANTS ARE TO BE SPACED AS
UNDISTURBED SUB -GRADE
6" MIN. SPECIFIED PLANTING MIX
ALL AROUND. WATER AND TAMP
TO REMOVE AIR POCKETS.
Shrub & Groundcover Planting Detail
i
TREE PLANTING NOTES
GENEaei
1). IT 18 EXPECTED THAT APPROPRIATE SUBSTITUTIONS OF PLANT MATERIAL WITH THE
INTENT TO IMPROVE THE QUALITY AND APPEARANCE OF THE PROJECT RELATIVE TO
THE AVAILABILITY OF MATERIAL AND FREEZE CONSIDERATIONS MEET WITH THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
2). IT 16 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR t0 FOLLOW ALL
GUIDELINES SET FORTH FROM THE LANDSCAPE SPECIFICATIONS WHEN PROVIDED. ALL
PLANT MATERIALS SHALL BE FLORIDA 01 OR BETTER (FLORIDA FANCY) AS
DESCRIBED IN "GRADES AND STANDARDS FOR NURSERY PLANTS".
4). ALL SPECIMEN TREES MUST MEET THE SPECIFICATIONS PROVIDED IN THE PLANT
SCHEDULE AND PLANS. ANY SUBSTITUTIONS FOR SPECIMEN TREES MUST MEET WITH
THE APPROVAL OF THE LANDSCAPE ARCHITECT.
5). CONTACT THE LANDSCAPE ARCHITECT FOR ANY MAJOR SITE CHANGES WHICH
ALTER LANDSCAPE REDS OR GERMING AREAS.
6), FOR MORE SPECIFIC LANDSCAPE DETAILS, DIRECT ALL INQUIRIES TO THE
LANDSCAPE ARCHITECT AND/OR THE LANDSCAPE SPECIFICATIONS.
LANDSCAPE CONtR.4CtOR
1). WATERING IN AND GUARANTEEING ALL OTHER TREES, AS PER LANDSCAPE
SPEC IFICAT IONS.
2). PROVIDING MULCH, PEAT, POTTING SOIL, AND/OR FERTILIZER ON SITE AS
DIRECTED BY THE PLANS, SPECIFICATIONS, OR LANDSCAPE ARCHITECT.
3). PROVIDING POSITIVE DRAINAGE OF ALL LANDSCAPED AREAS AROUND
BUILDINGS, ISLANDS, AMENITIES, AND OTHER AREAS NEGATIVELY AFFECTED BY
POOR DRAINAGE. THIS NOTE COVERS ALL AREAS NOT SPECIFIED ON ENGINEERING
OR LANDSCAPE GRAD INC PLANS.
NTS
INDICATED ON PLANTING PLAN.
Q
2). 3" MIN. SPECIFIED PLANTING MIX UNDER AND AROUND.
C1'
N
LL
WATER AND TAMP TO REMOVE AIR POCKETS.
O
U
;
3). PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH
F—
u
o
O
O
FINISHED GRADE_
w
E1
00
C)
C
4). BED SLOPE TO SLOPE AT 3/8" PER FOOT AWAY FROM
O
0
00
GROUNDCOVER
BUILDING.
N
N
o
SPACING AS PER
CQC
<
Z
o
PLAN
50. SEE DETAILS AND SPECIFICATIONS FOR PLANTING
$ $ 1
Q
INSTRUCTIONS.
Q
(o)_ ALL TREES SHALL MEET THE MINIMUM CALIPER SIZE
AND ALL SHRU55 SHALL MEET THE MINIMUM SHRUB HEIGHT
(MIN. 24") FOR SHRUB LINES AS MANDATED BY THE ST.
JOHNS COUNTY LAND DEVELOPMENT CODE.
3" MULCH OF SPECIFIED MULCH
EDGE OF BED SHALL
BE 6" WIDE x 4"
PREPARE BED AS PER WRITTEN
DEEP TRENCH FILLED
SPECIFICATION
WITH MULCH
Shrub & Groundcover Planting Detail
i
TREE PLANTING NOTES
GENEaei
1). IT 18 EXPECTED THAT APPROPRIATE SUBSTITUTIONS OF PLANT MATERIAL WITH THE
INTENT TO IMPROVE THE QUALITY AND APPEARANCE OF THE PROJECT RELATIVE TO
THE AVAILABILITY OF MATERIAL AND FREEZE CONSIDERATIONS MEET WITH THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
2). IT 16 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR t0 FOLLOW ALL
GUIDELINES SET FORTH FROM THE LANDSCAPE SPECIFICATIONS WHEN PROVIDED. ALL
PLANT MATERIALS SHALL BE FLORIDA 01 OR BETTER (FLORIDA FANCY) AS
DESCRIBED IN "GRADES AND STANDARDS FOR NURSERY PLANTS".
4). ALL SPECIMEN TREES MUST MEET THE SPECIFICATIONS PROVIDED IN THE PLANT
SCHEDULE AND PLANS. ANY SUBSTITUTIONS FOR SPECIMEN TREES MUST MEET WITH
THE APPROVAL OF THE LANDSCAPE ARCHITECT.
5). CONTACT THE LANDSCAPE ARCHITECT FOR ANY MAJOR SITE CHANGES WHICH
ALTER LANDSCAPE REDS OR GERMING AREAS.
6), FOR MORE SPECIFIC LANDSCAPE DETAILS, DIRECT ALL INQUIRIES TO THE
LANDSCAPE ARCHITECT AND/OR THE LANDSCAPE SPECIFICATIONS.
LANDSCAPE CONtR.4CtOR
1). WATERING IN AND GUARANTEEING ALL OTHER TREES, AS PER LANDSCAPE
SPEC IFICAT IONS.
2). PROVIDING MULCH, PEAT, POTTING SOIL, AND/OR FERTILIZER ON SITE AS
DIRECTED BY THE PLANS, SPECIFICATIONS, OR LANDSCAPE ARCHITECT.
3). PROVIDING POSITIVE DRAINAGE OF ALL LANDSCAPED AREAS AROUND
BUILDINGS, ISLANDS, AMENITIES, AND OTHER AREAS NEGATIVELY AFFECTED BY
POOR DRAINAGE. THIS NOTE COVERS ALL AREAS NOT SPECIFIED ON ENGINEERING
OR LANDSCAPE GRAD INC PLANS.
NTS
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ISSUE DATES:
OF SERVICE AND THE PROPERTY
OF DONALD E. PODANY, JR.
AND SHALL REMAIN THEIR
PROPERTY. THE USE OF THIS
DRAWING SHALL BE RESTRICTED
TO THE ORIGINAL SITE FOR
WHICH IT IS PREPARED AND
PUBLICATION THERE OF IS
EXPRESSLY LIMITED TO SUCH USE
LANDSCAPE
DETAILS
PROD. #: 04-01.1
DATE: 10-1"4
DRAWN BY: DEP
CHECKED BY: DEP
SCALE: AS NOTED
SHEET NUMBER
LS2