HomeMy WebLinkAbout2004 Potomac Ave Wentworth Ditch Drainage Improvements SJRWMD Permit Plans (Box 28 #10)Ill, 11 1 I 11 1I 1
II
VI
II I
� \ k
1 _, I. I I _ ,• 1, ,.Ill ,. ,, . „, s �
., n I� :. , - .• d,. ,Ili �.:I :,: / ',. ', , i.,. ;: ,, '.,, I �I :: -� :�. :, 1It �I
I
..... .� ...,} � ._.r Il I� , I, I xl I - I , _I ` •. .iii' ( ,
MAYORNATHAN B. McCOLLUM
MAYOR
JOSEPH BARCZYK
VICE
RAYMOND GUY CONIGLIO
COUNCILMEMBER
MIKE HEPTINSTALL
COUNCILMEMBER
®AVID FISHER
CITY ENGINEER
Ell ,,I;��I
cf
�Fa
Y]xi
M�
/Neel Schaffer, Inc
Professional Engineers
2600 Lake Lucien ®rive, Suite 117
Maitland, Florida 32751
407-647-6623 (fax) 407-539-0575
www.wcglcom
www.neel-schaffercom
CA 9582
AA26000WO.,l
SHEET INDEX
C-1 COVER SHEET
>,
ST'A. ! • •
4
WENTWC>RTH
A •
STA.
II
i
RICHARD CAM PANALE, P.E. DATE
FLORIDA REG. No. 54745
JULY 200' -
Project Number: WN.01450.001
i 6I III IIID 16 ��� I lull Il,n I I III � I � V. I I I it llhh I I I II I I IJIi� 'i Illll If9YuGi Ix l l Iilllllll 111 ..III II III I III I I I VIII. �. n.III IIIIII IIIIII III IIIIIIYiII YYWVII II II II u,I III II Il I I I IL .dI I del ISI I I Li I IIII L.I IJIIIII111 iI IJ I I IIIIII I I IV III I III I.. I YII � Ili II I I. I IIIIII JJ161III IJ I I. II I II II I V I I I II JI I
111 11 I I IIII II II I II III I I III II II I II I .III III a III II IIII III, I 1,III , III, i I I�I I 'I�il II IIII II
tlIII I��u IYI VIII VIII IIIIII IIII,
I I I � III � III a hill I ISI I�I I II II III IIII IIII III IIII I d IIIIII J6 i II IIII, I VIII Ili I Ilal�!I, I II u�ll LI I VII IIII: I I IV �i, �IJII II I IIHIi Yl�hillYul,Illli'81 111 lui, I (IIII i II 61 Ili � I IIII II I,li IIII I I I I I I I I it I I I I IIII II III I II I 'll. I I I .III � i I II I II I I II VIII I I u l i ��,lu hill I l i nl 1. i � I I. II II
PROVIDE TRENCH
DETECTION TAPE
SLOPE AS REQUIRED_
I
GRADE
SEE NOTE 6
SEE NOTE 4
/
�--
3' IN.
UNDISTURBED SOIL
CO R
MAINTAIN TRENCH
WIDTH 2' ABOVE
Rlpz
C.D. .r-
6" MAX. LAYERS OR
TOP OF PIPE
OTHER APPROVED
METHOD EVE
4" MAX. LAYERS
F_ 7,/
COMPACTION
95%COMPA
AT 95%
MAXIMUM WATER
LEVEL ALLOW -ABLE
DURING
:-1
TRENC-iCONSTRUCTION
1111-
3/4" DIA. BEDDIN
WIDTH
ROCK OR PEA ROCK
W
WHERE CONDITIONS
REQUIRE
NOTES:
1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED
METHOD OF CONSTRUCTION.
2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180.
4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL.
5. TRENCH WIDTH "W"=PIPE O.D. PLUS 2'.
6. USE COPPER WIRE (AS PER INDIAN RIVER COUNTY UTILITIES DEPARTMENT)
TO BE MARKED "CAUTION: WATER LINE BELOW" OR "CAUTION: FORCE MAIN BELOW".
7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR OTHER JURISDICTIONAL AGENCIES
SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR OTHER JURISDICTIONAL AGENCY
SPECIFICATIONS, WHICHEVER IS MORE STRINGENT.
TRENCH
SCALE: N.T.S.
UNPAVED AREAS
MECHANICALLY SAW
EXISTING PAVEMENT
EXISTING BASE
TRENCH WIDTH "W" + 4' M N.
SURFACE RESTORATI`01'r- 6" MIN.
/177777
SEE NOTE 6 / / / IT/ REPLACEMENT LIMEROCK
BASE IN 3 LIFTS AT 98%
30" CLEAR COVER (MIN.)
MAINTAIN TRENCH \ UNDISTURBED SOIL
WIDTH 2' ABOVE [PIPE
C-D• 6" MAX. LAYERS OR
TOP OF PIPE I 1' ; OTHER APPROVED
1+ METHOD TO ACHIEVE
95% COMPACTION
4" MAX. LAYERS
AT 95% �4 _ A,
MAXIMUM WATER
LEVEL ALLOW- --_ 14" �--
ABLE DURING TRENC I
CONSTRUCTION -s �.
3/4" DIA. BEDDIN WIDTH
ROCK OR PEA ROCK W
ol
WHERE CONDITIONS
REQUIRE
NOTES:
1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED
METHOD OF CONSTRUCTION.
2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE
LAPPED AND FEATHERED JOINTS, (1-1/2" MIN. THICKNESS).
4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180.
5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS/
F.D.O.T. STANDARDS.
6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL.
7. TRENCH WIDTH "W"=PIPE O.D. PLUS 2'.
8. USE COPPER WIRE (AS PER INDIAN RIVER COUNTY UTILITY DEPARTMENT)
TO BE MARKED "CAUTION: WATER LINE BELOW" OR "CAUTION: FORCE MAIN BELOW".
TRENCH
SCALE: N.T.S. PAVED AREAS
t C L- C _ �10"__ 5`
3'-6" _ G G 3'-s" GENERAL NOTES
3" 4"
D or Spar D or Span 2-#4 Bar I Trons%tion SIoP
- 1. Endwall dimensions, locations and positions are for
D or Span 4 x I c��09 round and elliptical concrete pipe and for round
P _ r� o Fto�� and pipe -arch corrugated metal pipe. Round concrete
pipe shown.
iI 2. Front slope and ditch transitions shall be in accordance
i4 with Index No. 280.
3. Endwalls may be cast in place or precast concrete.
/ \ ` I Reinforcing steel shall be Grades 40 or 60. Additional
a� � � reinforcement necessary for handling precast units
-. 4•= shall be determined by the Contractor or the
I 1 o
4"_ I B 4" supplier. Cost of reinforcement shall be included in
-{- Const. Joint Permitted 0 - I �- the contract unit price for concrete, (endwalls).
See End View in
-1 (Enlarged) B) I ----- 4. All exposed corners and edges of concrete are
to be chamfered is.
FRONT VIEW I 5. Concrete meeting the requirements of ASTM C-478
y� (4000 psi) may be used in lieu of Class - concrete
u Const. Joint Permitted in precast items manufactured in plants which are
(Keyway & Dowels Required- under the Standard Operating Procedures for the
Dowels #4 Bars, 18" With Inspection of precast drainage products.
---- 9" Embedment 0 12" Ctrs 6. On outfall ditches with side slopes flatter th411,
- - -- For Bar Grade And provide 20' transitions from the endwall to the flatter
/ \ E I Payment See Note 3.)
'i side slopes, right of way permitting.
7. For sodding around endwalls see Index No. 281.
END VIEW (ENLARGED)
8. Payment for concrete quantities for endwalls
TOP VIEW skewed to the pipe shall be made on the following
basis:
ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING) Endwall0' to 5'o Pipe Use Tabu0lated Value
6' t 15' 15'
FRONT VIEW
S I Interior
i Outside Pipe (Typ.)
Pipe (Typ.)
_ Location Reference Line
(See Location Control Abov
TOP VIEW
NORMAL PIPE
NO. BY
X _
(X=S- Seca)
I
FRONT VIEW
0
16' to 30' 30'
31' or over 45'
Control Line (Clear Zone Limit) 9. Pipe length plan quantities shall be based on the
rr (Independent Of Front Slope) pipe end locations shown in the standard location
control end view, or lengths based on special
endwall locations called for in the plans.
S�oQ
o� 10. Payment for pipe in pipe culverts shall be based
End (See f Pip9) Fto on plan quantities, adjusted for endwall locations
subsequently established by the Engineer.
Control Point When 11. Endwalls to be paid for under the contract unit
- Slope Intercept price for Class - Concrete (Endwalls), CY.
I Outside Clear Zone
I
i
L�
END VIEW
STANDARD
LOCATION CONTROL
TOP VIEW
SKEWED PIPE
LEGEND
a Pipe Skew
S Center To Center Pipe Spacing
X Centerline To Centerline Dimension At Face Of Headwall
CONCRETE ENDWALL
REFER TO FDOT INDEX NO. 250 NTS
NEW HOT PATCH ASPHALT TO BE SAME TYPE
OF MATERIAL AS EXISTED AT THE TIME OF REMOVAL.
EXISTING SURFACE AND BASE
TO BE CUT WITH CONCRETE SAW.
EXISTING � \
ASPHALT
5'-0" 6'-0" 5'-0" _
1 1/2" I
..MINM
MIN,„
XNS REPLACEMENT BASE
EXISTING MATERIAL SHALL BE
BASE 3'-0" �1'-6" 3000 PSI HIGH EARLY
TRENCH WIDTH STRENGTH CONCRETE.
TRENCH WALL
\\�\ /DIA. j\\BACKFILL TRENCH WITH
\�� VARIES SUITABLE MATERIAL AND
UTILITY PIPE TAMP MATERIAL IN LAYERS
UNDISTURBED EARTH ---\%�NOT TO EXCEED 6" IN
�\\� ACCORDANCE W/ THE
SPECIFICATIONS. (95% MAX.
PER. AASHTO T-180).
12" 12"
MAX MAX
NOTE:
THE CONTRACTOR SHALL PROMPTLY FILL OPEN -CUT
TO ALLOW TRAFFIC TO PASS FREELY AND SAFELY.
IF PERMANENT RESTORATION IS TO BE DEFERRED,
THE CONTRACTOR SHALL MAINTAIN THE TEMPORARY
CONDITION TO THE ORANGE COUNTY ENGINEERING
DEPARTMENT SATISFACTION.
ASPHALT ROADWAY OPEN CUT DETAIL
DIMENSIONS AND QUANTITIES
M 151rCONCRETE SLAB (CY) 0 SODDING (SQ. YDS.)
D X A B C E F G I Single Double Triple Quad. N I Single I Double Trlple Quad. I Single I Double I Triple I Quad. ® See General Note No. 3.
Pipe Pipe Pipe Pipe I Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe See Sheet 5 Of 6 For 3" Slab Quantities
2'-7" 1.92" 2.18' 4 jQ 2.06' 5' 1.27 4.63" 7.21 9. 9' s7. 1.19' 0.38 0.58 q0. 77 21 24 2287 30
2'-10' 22 25
1.97" 2.74' ¢ 71' 2.56" 6' 1.41" 4.92' 7.75' 10.58" 1.25' 0.54 0.83 1.2 28
-',f1 3 R5'3.56 7" 1.73" 5.50" 8.92' 12.33'
4 - " 2.1 4.995' 7.i Ofi' 8' 2.00' 6.08" 10.33' 4 5g' 29° 0.6�i 1.09 jj 5n�1 'S�ii 31 SJ 44qq
5'-1" 2.25' 6[.0]8' � 5.56' 9" 2.24' 6.6T 11.75' �6�p35' J. �.33' 0.81 1.38 17 1,70 4,5 � 28 34 433 45
Slope 6'-9" 2.43' 8.33' (k 76' 7.56" 116.56 0 2 65' 7.83" 14.58" 1�.3 i' 2808° .42' 01.93 2.04 2. 3 J
32 39
7'-8" 2.52" 9.44' 11.96' 8.56' 12' 2.83- 8.42' 16.08' 23.75' 31.42' .46' 1.31 2.44 3.58 al 34 42 51 59
ftft pp 67 10.56' 13.18• 9.56' j ¢¢ 3.00' 9.00' j 7 5 26.00' '14.5 5q' 1.51 2.89 ¢ g 45 55 4
11.68 14.39' 10.56' 15' 3.18' 9.58' 113/5' 27.92' 3`1.08 �.�4' 1.68 3.25 4.84 �i 98 48 5$
10'-0" 2.80' 1Z.80" 15.60' 11.56' 16' 3.30'' 10.16' 28 4.6370.p116' 300.16' 40.16" 1.58' 1.89 3.74 5.59 3. p40)j 51 6?2 7p3
" 2'-1D" ? 3 21
644
' 5.102' 5.03 9" �.41' 4.92 7.75'1078' 12.37' 1.1Q. 0.57 0.87 1, 1. 5 25 281 35 B E
j4��' 13.42' 1.211 0.66 0.99 3
i-� jJ;� 7.18'D 71' TQC l' ]Y��' 5.50' R�q2� 12.. 15.75' 1.2 0, + 3 1. 5 4p2 3 p 6.42' 6.25 Dimensions permitted to allow use of 8' standard pipe lengths.
4:1 �'-0` 3.�' 1 3i I
� 6.t��2' 193.00 ��7i' 22.0405' 7.25' 113.325' 9.21 583 -� 1.23' 2.78 �3?J 5 q4
Slope 224' 11f}2 -1 010.40 O 10.10' Dimensions permitted to allow use of 12' standard pipe lengths.
411"E qq 15¢ J� 15.03' 19" 2.65' 7.83' 1t.58- 21.3. 28.08' 1.42' 5 3.'10 ¢ 3 48 3 A*Concrete slab shall be deepened to form bridge across crown of pipe. See section below.
:1.`3559' 1'1.4§ 'L0. R' 17,r- ?1: 2.83: 8.42' ]16.08' 23.75] 3 d2' 1.46' 2.1 3.�5 5.��50' 26.00'( 7' 7 52 g�g
J`-
3. 1.N"
11. " 25. 21.(013" 2235' 3.18' 99.58' 18.75' 27.92' J3 08' 1.54' 2.88 5.54 �.18 �QQ $ 59 69 7,5
80
10'-0" 3.91' 22.5 26.59" 23.03' 27" 3.30' 10.16' 20.16' 30.16" 40.16' 1.58' 3.54 6.61 9.87 �3. 52 63 74 85
U)
Sod 1' Beveled Or Round Comers O
Sod-,/1'Beveled Or Round Comers
of
r ,7,
rn W
a
i I
x
1n �
Concrete Slab, 3` OrY' Thla.-"�- - - -
Reinforced with V4F x6-W1.4xWi.4 �So
s' TOP VIEW -SINGLE PIPE
in
Slope
GenerolUar/ea SIse Notes A
3` Or 5_47 1 2 C
Deepen Around Outswe
Edge Of Pipe For 51 Slaj�� `"" _••.
t •, 4: e
�-'
O
Concrete
0 Pipe Connect
*
Saddlio Side Ditch Grad Jo�`ag
e�I�
z .na".,...
r 2' Not Less Than l': 'o `I
No Pipe Joint Permitted $4 Bar
Unless Aooroved By The Enalneer _ I.6" _ 5' Sod
E _ 'Slope: 4:1 Miter: To I Pipe For Pipes 18" And Smaller.
Paid For As Pie Culver I- 2:1 For Pipes 24 And Larger.
P F (Pine To Be Included Under Unit Price For Mitered End Section) _
ii' ' I 2:1 Miter. To I Pipe For Pipes 18` And Smaller.
SECTION 1:1 For Pipes 24" And Larger.
4
Concrete Slab, 3'
Reinforced with M
TOP VIEW -MULTIPLE PIPE
NOTE: See sheet 6 for details and notes.
MITERED END SECTION
REFER TO FDOT INDEX NO. 272 NTS
DESIGNED - DATE - WCG/Neef-Schaffer, Inc. SCALE SHEET NO.
DRAWN - DATE - Prafeaeimal ftkeer8 and Survey®r8 CITY OF SEBASTIAN
Dr
we 2600 Lake LucieDrive,5'uite to E N T S MISCELLANEOUS AS $"°W" CD- 1
CHECKED - DATE - Mal�land,Flbr�832751 DRAINAGE IMPROVEMENTS DETAILS JOB N0.
APPROVED - DATE ps NEELul SCWA►FFER 407-647-6623 (fa,) 407 -6M -W5
POTOMAC WENTWORTH
ENGINEER -
AN RIVER COUNTY FLORIDA 1 OF
00
_-_-___ INDIAN REVISIONS DATE FILE NAME CERTIFICATION N0. WN.01 0.
# FM
FM
SAN
or
3
CAS
t11 WM
or
w
DE
or
Uc
01 if,
UT
BT -SPRINT
OATV
- X
ABBREVIATIONS
- X
A. B.
ANCHOR BOLT
I.R.
IRON ROD
AC
ASBESTOS CEMENT OR ACRE
J. B.
JUNCTION BOX
ADJ
ADJUST
JUNC
JUNCTION
A. R.V.V.
AIR RELEASE VACUUM VALVE
L
ARCH LENGTH
ADD'L.
ADDITIONAL
LAT.
LATERAL
AFF
ABOVE FINISHED FLOOR
LB.
LICENSED BUSINESS
ALUM.
ALUMINUM
LF
LINEAR FEET
APPROX.
APPROXIMATELY
L.S.
LIFT STATION
ARCH.
ARCHITECT
LT.
LEFT
ASPH.
ASPHALT
L.W.L.
LOW WATER LEVEL
ASSEM.
ASSEMBLY
MAX.
MAXIMUM
BE
BURIED ELECTRIC
MATL
MATERIAL
B.F.P.
BACKFLOW PREVENTER
M.E.G.
MATCH EXISTING GRADE
BL
BASELINE
M.E.S.
MITERED END SECTION
BLDG.
BUILDING
MFR.
MANUFACTURER
BLK.
BLOCK
M.H.
MANHOLE
B.M.
BENCH MARK
MIN.
MINIMUM
B.O.
BLOW -OFF
MOD.
MODIFIED
BT
BURIED TELEPHONE
M.J.
MECHANICAL JOINT
B.V.
BALL VALVE
N. G.
NATURAL GROUND
B.F.V.
BUTTERFLY VALVE
N.G.V.D.
NATIONAL GEODETIC VERTICAL DATUM
CAN
CABLE TELEVISION
N.I.C.
NOT IN CONTRACT
CALC.
CALCULATED
NO.
NUMBER
(C)
CALCULATED DIMENSION
NOM.
NOMINAL
C.B.
CATCH BASIN
NPW
NON POTABLE WATER
C.F.
CUBIC FEET
N.T.S.
NOT TO SCALE
C.F.S.
CUBIC FEET PER SECOND
O.C.
ON CENTER
CIP
CAST IRON PIPE
O.D.
OUTSIDE DIAMETER
C12
CHLORINE
O.H.E.
OVERHEAD ELECTRIC
C.L.F.
CHAIN LINK FENCE
O.E.
OR EQUAL
CENTERLINE
O.U.C.
ORLANDO UTILITIES COMMISSION
C.M.
CONCRETE MONUMENT
PAVT.
PAVEMENT
C.M.P.
CORRUGATED METAL PIPE
PRM
PERMANENT REFERENCE MONUMENT
C.M.U.
CONCRETE MASONRY UNIT
P.B.
PULL BOX
C.O.
CLEAN OUT
P.E.
PLAIN END
CONC.
CONCRETE
(P)
PLAT DIMENSION
CONN.
CONNECTION
PG.
PAGE
CONST.
CONSTRUCT
P.G.L.
PROFILE GRADE LINE
CONT.
CONTINUOUS
P.I.
POINT OF INTERSECTION
CORP.
CORPORATION
R_
PROPERTY LINE
COST.
CUSTOMER
PINT
POINT
C.L.F.
CHAIN LINK FENCE
POLY.
POLYETHYLENE
C.V.
CHECK VALVE
PP
POWER POLE
C.Y.
CUBIC YARD
PR
PAIR
DBI
DITCH BOTTOM INLET
PROP.
PROPOSED
DBL.
DOUBLE
PS
PUMP STATION
(D)
DEED DIMENSION
P.S.I.
POUNDS PER SQUARE INCH
DHW
DESIGN HIGH WATER
PV
PLUG VALVE
DIA.
DIAMETER
PVC
POLYVINYL CHLORIDE
DIP
DUCTILE IRON PIPE
RAD. PT.
RADIUS POINT
DWLS.
DOWELS
R
RADIUS
DWG.
DRAWING
REC.
RECOVERED
ELEC
ELECTRIC
RCP
REINFORCED CONCRETE PIPE
EA.
EACH
RED.
REDUCER
E.F.
EACH FACE
REF.
REFERENCE DIMENSION
EFF
EFFLUENT
REINF.
REINFORCEMENT
ELEV.
ELEVATION
REQ.
REQUIRED
EMB.
EMBED OR EMBEDDED
RJ
RESTRAINED JOINT
E/P
EDGE OF PAVEMENT
R/R
RAILROAD
ESMT.
EASEMENT
RT.
RIGHT
E.W.
EACH WAY
RW
RECLAIMED WATER
EXIST.
EXISTING
R/W
RIGHT-OF-WAY
EXP.JT.
EXPANSION JOINT
SAN.
SANITARY SEWER
F. D.
FLOOR DRAIN
SCH.
SCHEDULE
F. D. E. P.
FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION
S. D.
STORM DRAIN
F. D.O.T.
FLORIDA DEPT. OF TRANSPORTATION
S. F.
SQUARE FEET
(F)
FIELD DIMENSION
SHT.
SHEET
F. F.
FINISHED FLOOR
SOL.
SOLUTION
F. H.
FIRE HYDRANT
SPECS.
SPECIFICATIONS
FLG.
FLANGE
SQ,
SQUARE
FL.
FLOW LINE
SS
STAINLESS STEEL
FIND.
FOUNDATION
STA.
STATION
FM
FORCE MAIN
STD.
STANDARD
FRP
FIBERGLASS REINFORCED PRODUCT
STL.
STEEL
FT.
FEET
S.T.P.
SEWAGE TREATMENT PLANT
FTG.
FOOTING
S.W.D.
SIDE WATER DEPTH
GA
GAUGE
S.Y.
SQUARE YARDS
GAL.
GALLONS
TEL
TELEPHONE
GALV.
GALVANIZED
T&B
TOP AND BOTTOM
GEN.
GENERATOR
TBM
TEMPORARY BENCH MARK
GRD.
GROUND
TCE
TEMPORARY CONSTRUCTION EASEMENT
G.S.P.
GALVANIZED STEEL PIPE
TEMP.
TEMPORARY OR TEMPERATURE
GM
GAS MAIN
THD.
THREADED
GPM
GALLONS PER MINUTE
THK.
THICK
GV
GATE VALVE
TRAY.
TRAVERSE
HB
HOSE BIBB
TYP.
TYPICAL
HC
HANDICAP
U.G.
UNDERGROUND
HDWL.
HEAD WALL
VCP
VITRIFIED CLAY PIPE
HT.
HEIGHT
VERT.
VERTICAL
HP
HIGH POINT
V.V.H.
VERIFIED VERTICALLY & HORIZONTALLY
HORIZ.
HORIZONTAL
W/
WITH
H.W.L.
HIGH WATER LEVEL
WM
WATER MAIN
1. D.
INSIDE DIAMETER
W/M
WATER METER
IN.
INCHES
UTIL
UTILITY
INV.
INVERT
WP
WALL PIPE
1. P.
IRON PIPE
WS
WATER SERVICE
W. S.
WATER SURFACE
WWF
WELDED WIRE FABRIC
"X"
SPOT ELEVATION
IL
DELTA ANGLE
# FM
FM
SAN
or
3
CAS
t11 WM
or
w
DE
or
Uc
01 if,
UT
BT -SPRINT
OATV
- X
X
- X
X
LEGEND
CITY OF SEBASTIAN
PROPOSED FORCE MAIN
EXISTING
FORCE MAIN
EXISTING
GRAVITY MAIN
EXISTING
GRAVITY MAIN
EXISTING
GAS MAIN
EXISTING
WATER MAIN
EXISTING
WATER MAIN
EXISTING
BURIED ELECTRIC
EXISTING
BURIED ELECTRIC
EXISTING
OVERHEAD POWER
EXISTING
BURIED TELEPHONE
EXISTING
BURIED TELEPHONE (SPRINT)
EXISTING
CABLE TV
(BURIED
OR AERIAL)
X - PROPOSED CHAIN-LINK FENCE
EXISTING
WOOD FENCE
X ~- EXISTING
CHAIN-LINK FENCE
ROW (RIGHT-OF-WAY)
SURVEY
BASELINE
PROPOSED AIR RELEASE STATION
PROPOSED CLEAN OUT
PROPOSED SANITARY MANHOLE
EXISTING SANITARY MANHOLE
PROPOSED VALVE
EXISTING VALVE
EXISTING FIRE HYDRANT
STATION
BENCHMARK
EXISTING TREE (TYPE & SIZE NOTED)
EXISTING SHRUB
EXISTING HEDGE
GUY WIRE & ANCHOR
EXISTING WATER METER
EXISTING SIGN
EXISTING POWER POLE
EXISTING DRAINAGE STRUCTURE
MATERIALS TO BE REMOVED & REPLACED
UTILITIES ENCOUNTERED
POWER: FLORIDA POWER, PROGRESS ENERGY
P.O. Box 1551
RALEIGH, NORTH CAROLINA 27602
407-629-1010 LOCAL
1-800-432-4770 LOCATES
TELEPHONE: SPRINT UNITED FLORIDA
P.O. BOX 610
OCALA, FLORIDA 34480
352-368-8773
CATV: BRIGHTHOUSE NETWORKS
2617 SOUTH FRENCH AVE.
SANFORD, FLORIDA 32773
407-645-4701
WATER & SEWER: INDIAN RIVER COUNTY
UTILITY DEPARTMENT/PUBLIC WORKS
520 W. LAKE MARY BOULEVARD
SANFORD, FLORIDA 32773
407-665-5601
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH INDIAN RIVER COUNTY LAND DEVELOPMENT CODES
AND THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, 2000.
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN
ACCORDING TO INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO
BE ABSOLUTELY CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND AGREE TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK.
3. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR VERIFICATION OF ALL UTILITIES AND NOTIFY UTILITY
OWNERS 72 HOURS PRIOR TO DIGGING IN ANY PORTION OF THE SITE.
4. THE CONTRACTOR SHALL CONTACT THE ENGINEER UPON FINDING ANY CONFLICTS IN THE PLANS DURING
CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE DRAWINGS.
5. THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE STRICTLY OBSERVED BY THE CONTRACTOR. ALL
INGRESS, EGRESS AND TRAFFIC PATTERNS ON THE SITE SHALL BE EXISTING ROADWAYS SHOWN ON THE DRAWINGS.
6. FINISHED GRADE FOR GROUND ELEVATIONS ON DRAWINGS REFER TO GRADE AFTER SODDING OR OTHER SURFACE
TREATMENT. FINISHED ELEVATIONS SHOWN ON DRAWINGS REFER TO ELEVATIONS AFTER CONCRETE OR ASPHALT
PAVEMENT.
7. INSTALLATION OF ALL STORM SEWERS, INLETS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH ALL
REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND AS INDICATED ON THE DRAWINGS AND/OR BY
THE MANUFACTURER.
8. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS OF ALL TESTINGS BY AN INDEPENDENT GEOTECHNICAL SOILS AND
MATERIALS TESTING LABORATORY. THE COST OF ALL TESTINGS REQUIRED BY THESE PLANS & SPECIFICATIONS SHALL
BE INCLUDED WITH THE LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE BY THE OWNER.
9. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED BUILDING PERMITS FOR THIS PROJECT AND SHALL COORDINATE
ALL ACTIVITIES WITH INDIAN RIVER COUNTY.
10. UNLESS OTHERWISE SHOWN, THE CONTRACTOR SHALL REPLACE ALL PAVING, SODDING, STABILIZED EARTH,
LANDSCAPING, DRIVEWAYS, SIDEWALKS, IRRIGATION SYSTEMS, UNDERGROUND PIPING, ETC. LOCATED WITHIN AND
OUTSIDE THE CONSTRUCTION LIMIT LINE DISTURBED OR DAMAGED BY THE CONSTRUCTION. THE CONTRACTOR SHALL REPLACE
WITH EQUAL MATERIAL OR AS DIRECTED BY THE ENGINEER.
11. WHERE A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXCAVATE THE
AREA TO VERIFY THE TYPE OF PIPE, PIPE SIZE, AND REQUIRED CONNECTION AND FITTINGS AND OBTAIN THE OWNERS
APPROVAL OF THE PROPOSED METHOD OF CONNECTION PRIOR TO INSTALLING MATERIALS.
12. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS OF ALL EXISTING AND PROPOSED FACILITIES
PRIOR TO FABRICATION OF PIPING AND EQUIPMENT TO ENSURE PROPER ASSEMBLY OF ALL ITEMS. SOME DIMENSIONS
MAY NEED TO BE VERIFIED BY THE CONTRACTOR, FROM THE MANUFACTURER.
13. THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION PERMITS THAT HAVE BEEN ISSUED FOR THIS PROJECT. ALL
SPECIFIC OR GENERAL CONDITIONS APPLY.
14. THE CONTRACTOR IS TO ADHERE TO THE DESIGN AND CONSTRUCTION STANDARDS OF INDIAN RIVER COUNTY.
15. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
PART VI, WORK ZONE TRAFFIC CONTROL. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC PLAN TO ENGINEER
PRIOR TO CONSTRUCTION. TRAFFIC CIRCULATION WITHIN EXISTING PARKING LOT AREA MUST BE MAINTAINED
DURING CONSTRUCTION.
16. COMPLETE RECORD DRAWINGS, CONFORMING TO INDIAN RIVER COUNTY STANDARDS SHALL BE COMPILED DURING
CONSTRUCTION FOR PERIODIC REVIEW. FINAL RECORD DRAWINGS, CERTIFIED BY A FLORIDA LICENSED REGISTERED
LAND SURVEYOR SHALL BE SUBMITTED TO THE ENGINEER IN DIGITAL FORMAT PRIOR TO FINAL INSPECTION AND
ACCEPTANCE ON ANY PART OF THE PROJECT.
17. LOCATIONS AND DIMENSIONS OF EXISTING RIGHTS-OF-WAY AND EASEMENTS ARE BASED ON BEST
AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY THE LIMITS OF THE RIGHTS-OF-WAY AND
EASEMENTS IN ORDER TO AVOID ENCROACHMENTS.
18. COVER OVER ALL PIPE SHALL BE 3'-O", MINIMUM, UNLESS SHOWN OTHERWISE.
19. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED WORK
AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE SEVENTY-TWO (72) HOURS
IN ADVANCE OF THE WORK. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR IS TO NOTIFY
THE OWNER IMMEDIATELY. INFORMATION ON THE OBSTRUCTION SHALL BE FURNISHED BY THE CONTRACTOR
AND SHALL INCLUDE: LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE. CONTRACTOR SHALL RAISE
OR LOWER THE INSTALLED PIPE AS NEEDED AT NO EXTRA EXPENSE TO THE OWNER.
MAINTENANCE OF TRAFFIC
1. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) LATEST PUBLISHED EDITION. CHAPTER VI AND THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST
PUBLISHED EDITION AT ALL TIMES.
2. ALL TRAFFIC CONTROL DEVICES (TEMPORARY SIGNS, PAVEMENT MARKINGS, BARRIER WALLS, ETC.) REQUIRED DURING A
CONSTRUCTION PHASE SHALL BE INSTALLED AND APPROVED BY THE INDIAN RIVER COUNTY TRAFFIC OPERATIONS ENGINEER
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND WILL BE MAINTAINED IN ACCORDANCE WITH MUTCD REFER TO
INDEX 600. IF CASE IS NOT COVERED IN MUTCD INDEX 600 SHALL BE USED IN CONJUNCTION WITH ALL OTHER INDEXES
SPECIFICALLY MENTIONED IN EACH TRAFFIC CONTROL PHASE.
3. ALL EXISTING SIGNS AND PAVEMENT MARKINGS WHICH CONFLICT WITH THE TRAFFIC CONTROL PLAN DURING A
CONSTRUCTION PHASE SHALL BE REMOVED OR TEMPORARILY RELOCATED AS NECESSARY PRIOR TO COMMENCEMENT OF
CONSTRUCTION. THE COST OF REMOVING AND/OR REPLACING SIGNS AND PAVEMENT MARKINGS FOR MAINTENANCE OF
TRAFFIC SHALL BE INCLUDED UNDER PAY ITEM 999-1.
4. ALL SIGNS 48" X 48" OR LARGER SHALL BE MAINTAINED ON TWO (2) BREAKAWAY SUPPORTS OR YIELDING POST AS
SHOWN IN FIGURE 6-1 OF THE MUTCD. THE CONTRACTOR SHALL USE THE MUTCD TO DETERMINE THE APPROPRIATE
PLACEMENT AND ELEVATION OF CONSTRUCTION SIGN. REFLECTIVITY SHALL ADHERE TO THE FDOT STANDARD
SPECIFICATION FOR ROADS AND BRIDGE CONSTRUCTION LATEST PUBLISHED EDITION.
5. AT THE COMPLETION OF CONSTRUCTION DAY THE ROAD SHALL BE RETURNED TO TWO-WAY TRAFFIC.
6. VEHICULAR ACCESS TO RESIDENCES WILL BE MAINTAINED AT ALL TIMES.
7. PROVISIONS APPROVED BY THE PROJECT ENGINEER WILL BE MADE FOR THE REMOVAL OF STORM WATER FROM THE
ROADWAY DURING CONSTRUCTION.
8. ALL TEMPORARY MARKINGS SHALL BE IN PLACE ONE (1) HOUR BEFORE SUNSET.
9. ALL DEVICES WILL BE IN GOOD CONDITION. MINIMUM REFLECTIVE INTENSITY SHALL MEET THE FDOT STANDARD
SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION LATEST PUBLISHED EDITION.
10. INGRESS/EGRESS TO COMPLEX MUST BE MAINTAINED THROUGHOUT CONSTRUCTION SCHEDULE.
20. ELEVATION DATUM IS LOCAL DATUM.
21. IN AREAS WHERE CONSTRUCTION ACTIVITIES RESTRICT NORMAL ACCESS TO PROPERTIES, THE
CONTRACTOR SHALL PROVIDE AND MAINTAIN ALTERNATIVE ACCESS ROUTES, WHICH ARE SUBJECT TO
APPROVAL BY THE ENGINEER.
22. PIPES SHALL NOT BE DEFLECTED MORE THAN 75% OF THE MANUFACTURER'S RECOMMENDATIONS.
23. ALL EXISTING AND PROPOSED VALVES SHALL BE OPERATED BY INDIAN RIVER COUNTY WATER AND
WASTEWATER UTILITY SERVICES PERSONNEL.
24. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS IN ADVANCE OF ANY WATER MAIN OR SANITARY
FORCE MAIN SHUT -DOWN.
25. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY.
26. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY PLUGS, BLOCKING, TAPS AND TESTING
EQUIPMENT REQUIRED TO COMPLETE PRESSURE TESTING AS SPECIFIED. THE CONTRACTOR SHALL
FURNISH AND INSTALL APPROVED STOPPER FOR DAILY BLOCKING PIPE ENDS.
27. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE
CONNECTION PROCEDURE AND HIS WORK SCHEDULING HAS BEEN REVIEWED AND APPROVED BY THE
OWNER. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE OWNER A MINIMUM OF SEVEN
(7) WORKING DAYS PRIOR TO SCHEDULING SAID CONNECTIONS. IN HIS REQUEST HE SHALL OUTLINE
THE FOLLOWING
A. POINTS OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING.
B. ESTIMATED CONSTRUCTION TIME FOR SAID CONNECTIONS.
THE ENGINEER SHALL REVIEW THE SUBMITTAL WITHIN THREE (3) WORKING DAYS AFTER RECEIVING IT AND
INFORM THE CONTRACTOR REGARDING APPROVAL OR DENIAL OF HIS REQUEST. IF HIS REQUEST IS
REJECTED BY THE ENGINEER, THE CONTRACTOR SHALL RESUBMIT HIS REQUEST MODIFYING IT IN A MANNER
ACCEPTABLE TO THE ENGINEER. ALL CONNECTIONS SHALL ONLY BE MADE ON THE AGREED UPON DATE
AND TIME. IF THE CONTRACTOR DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE
AGREED UPON MANNER, HE SHALL BE REQUIRED TO RESCHEDULE THE SAID CONNECTION BY FOLLOWING
THE PROCEDURE OUTLINED ABOVE. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES IN THE
SYSTEM.
28. WHERE PROPOSED OR EXISTING FORCE MAINS CROSS EXISTING OR PROPOSED WATER MAINS, THE
FORCE MAIN SHALL BE LAID TO PROVIDE A VERTICAL CLEARANCE OF AT LEAST 18 INCHES BETWEEN
THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE WHENEVER POSSIBLE. WHEN 18
INCHES OF CLEARANCE CAN NOT BE MAINTAINED, SUFFICIENT LENGTHS OF D.I.P. WATER MAIN AND
DR -14 FORCE MAIN SHALL BE PROVIDED TO PROVIDE A CLEARANCE OF AT LEAST 10 FEET BETWEEN
ANY JOINT IN THE FORCE MAIN AND ANY JOINT IN THE WATER MAIN. THERE SHALL BE NO PAYMENT
FOR EXTRA FITTINGS REQUIRED TO MAINTAIN PROPER CLEARANCES AND/OR COVER.
29. A HORIZONTAL SEPARATION OF AT LEAST 10 FEET SHALL BE MAINTAINED BETWEEN THE EXISTING OR
PROPOSED FORCE MAINS AND EXISTING AND PROPOSED WATER MAINS WHENEVER POSSIBLE. THIS
SEPARATION DISTANCE SHALL BE DEFINED AS THE DISTANCE BETWEEN THE TWO CLOSEST OUTSIDE
SURFACES OF THE PIPES REQUIRING SEPARATION. WHEN THE SPECIFIED SEPARATION CAN NOT BE
MAINTAINED, THE PROPOSED WATER MAINS SHALL BE DUCTILE IRON PIPE OR PROVIDE A VERTICAL
CLEARANCE OF 18 INCHES BETWEEN THE BOTTOM OF THE WATER MAIN AND THE TOP OF THE FORCE
MAIN WHENEVER POSSIBLE.
30. ALL PROPOSED DUCTILE IRON PIPE AND M.J. FITTINGS OR RESTRAINTS WITHIN 50 FEET OF ANY
EXISTING GAS MAIN AND EXISTING CORROSIVE SOILS SHALL BE POLYETHYLENE ENCASED WITH A MINIMUM
THICKNESS OF 8 MILS IN ACCORDANCE WITH ANSI/ANNA A21.51 /C105.
31. THE CONTRACTOR SHALL NOTIFY FIBER OPTICS COMPANIES SEVEN (7) DAYS PRIOR TO ANY
CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER OPTICS.
32. PIPE RESTRAINING SHALL BE IN ACCORDANCE WITH THE RESTRAINED JOINT TABLES, EXCEPT WHERE
NOTED ON DRAWINGS AT SPECIAL RESTRAINING SITUATIONS.
33. CONTRACTOR SHALL PROVIDE ALL NECESSARY PLUGS AND CAPS REQUIRED FOR ALL UTILITY PIPES TO
BE ABANDONED IN PLACE REGARDLESS OF WHETHER PLUGS AND CAPS ARE SHOWN ON DRAWINGS.
34. ALL BURIED UTILITY PIPES TO BE ABANDONED IN PLACE SHALL BE CUT AND PLUGGED AND FILLED WITH
GROUT.
35. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DAMAGED CURBS, ASPHALT, LANDSCAPING,
DRIVEWAYS AND ANY TEMPORARY REPAIRS OF OPEN CUTS. THESE ITEMS SHALL BE PAID UNDER
GENERAL REQUIREMENTS.
36. CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC, I.E. TEMPORARY SIDEWALKS AROUND WORK AREAS,
CONTRACTOR MAY HAVE TO RESTRICT WORK HOURS ON SIDEWALKS, TO RESTORE IMMEDIATELY AND ERECT
TEMPORARY FENCING BETWEEN CONSTRUCTION AND TEMPORARY SIDEWALKS, ETC.
37. ALL CONSTRUCTION CONTROL SHALL BE REFERENCED AND REPLACED BY A FLORIDA REGISTERED LAND SURVEYOR
AFTER CONSTRUCTION.
EROSION CONTROL/WATER QUALITY NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING AN EROSION CONTROL PLAN AT THE TIME OF
PRE -CONSTRUCTION CONFERENCE. THE PROPOSED EROSION CONTROL PLAN SHALL BE IN ACCORDANCE WITH ALL
APPLICABLE CRITERIA SET FORTH IN THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND FDEP LAND DEVELOPMENT
MANUAL SHALL BE SUBJECT TO APPROVAL BY LOCAL GOVERNMENTS AND WATER MANAGEMENT DISTRICT HAVING
JURISDICTION.
2. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING ANY CONSTRUCTION.
THEY SHALL BE INSTALLED, AT A MINIMUM, TO THE LIMITS SHOWN IN THE DRAWING, AS REQUIRED IN THE SPECIFICATIONS
AND IN ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS. THE COST TO THE CONTRACTOR FOR ALL EROSION
AND SEDIMENTATION CONTROL IS INCLUDED IN THE LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE
BY THE OWNER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL TEMPORARY EROSION CONTROL FEATURES.
4. CONTRACTOR IS TO PROVIDE EROSION/SEDIMENTATION CONTROL TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS,
STORM SEWERS AND WATER WAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE
MATERIAL ON GROUND ON AREAS WHERE CONSTRUCTION -RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE
OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE
EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO
THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. AN EROSION CONTROL BARRIER SHALL BE ESTABLISHED AS
SITE CLEARING PROCEEDS AND MAINTAINED UNTIL SUCH TIME AS VEGETATION OR OTHER CONTROLS BECOME EFFECTIVE.
5. EXISTING DRAINAGE PATTERNS AND CAPACITIES ARE TO BE PROTECTED AND MAINTAINED DURING CONSTRUCTION TO
ELIMINATE FLOODING AND PONDING WATER ON PRIVATE PROPERTY. CONTRACTOR TO PROVIDE TEMPORARY DRAINAGE
MEASURES AS REQUIRED TO MEET THIS REQUIREMENT.
Q
z DESIGNED DATE WCGINee�Schafer,
bxz
CITY OF SEBASTIAN
SCALE SHEET NO .
GENERAL NOTES,
DRAWN DATE - Professional ftiwer8 810 Survey=
_ 26«eLucknD*e,Su#eU
DRAINAGE IMPROVEMENTS
LEGEND AND C-2
DATE a
roe NO.
APPROVED DATE - NEL®SCHAFFER 407-647-6623(f40753-0575
POTOMAC WENTWORTH
ABBREVIATIONS
ENGINEER RICHARD CAMPANALE CAM
3
N0. BY REVISIONS DATE FILE NAME - CERTIFICATION N0. 54745
INDIAN RIVER COUNTY FLORIDA
OF
NO. BY
LOT 1
5' easement —
5' easement
LOT 2
REVISIONS
—k face
X—xX
4 X x x -X u
0
al
I DESIGNED
1 DRAWN
CHECKED
APPROVED
DATE FILE NAME
_ r Y
SEBASTIAN HIGH LAN
– DATE
– DATE –
DATE -
- DATE –
UNIT 5
BLOCK 151
LOT 30
5' easement
5' easement
LOT 29
= x
13:
�'
0
m
wcG
NEEM®SCHA,FFIER
ENGINEER RICHARD CAMPANALE
' %CERTIFICATION NO. 54745
21.8
40.0C-
/ x208
21. ;p
x2o e
40.00'
`02-0-7
x203
�2t.8
SEBASTIAN
UNIT
BLOCK
HIGHLANDS
4
138
found I.r.c.
x 7%17..1::21.1
x 2�8
f
I ounc r C.
i
11��. LOT 16
x�t xs LOT 5 LC
o
DI L
a
,? found j�c. o x r tp+
t xtdtt 5 easement
x x k t,xt@3 —7179 5' easement
ft,L• •17.
0_ _ & —� — property line d �.5c,+ 8. 1 8
1 easement�UR BASELINE
tree line I
jt'
x19,8 I
' LOT 15
LOT 6
C
I Q.
E
I
wVQ1"ft-�-schan&;'nc CITY 0 F SEBASTIAN
ProfessionNElpheers and Surveyors
2600 Lake Lucien Drive, dire F DRAINAGE IMPROVEMENTS
Madland Florro'a 3275/
40''6623('aX'4o'-CA9Mz POTOMAC WENTWORTH
INDIAN RIVER COUNTY
0 20 40
SCALE SHEET NO.
POTOMAC AVENUE DITCH
IMPROVEMENTS ' =20
0
N.
STA. 0+00 TO 05+48.31 wNJOB JOB01 N ..
FLORIDA OF
0 20 40
Inv. ;15.
drainage structure
01.b
Ip
Ln
m rn
z m
LOT 19
z
n.
SEBASTIAN HIGHLANDS
BLOCK 169
LOT 18
PIP 40. h
20' EASEM
27+00
N 381 7'48"E SURVEY BASELINE
X—X—fence
enc
OZ
01.
COUNTY ROAD 512
----------
0
z
U)
Ld
in
0
"5
0
0
fy-
0
z
L'i
F-
m
Uj
V)
0
0
0
Lr)
UNIT
z
C� DESIGNED
DRAWN
CHECKED
APPROVED
NO. BY REVISIONS DATE FILE NAME
LOT 1
- DATE
— DATE
— DATE
— DATE
NCEELmSCHAFFER
wc,
ENGINEER RICHARD CAMPANALE 1%
CERTIFICATION NO. 54745
HIGHLANDS
UNIT 31
BLOCK 149 1
LOT 18
— — — — — — — — — — — — — — — — — — — — — — — — — — —
WXINeel-Schaffer, Inc. CITY OF SEBASTIAN
Professional Ef phears and Surveyors
2600 Lake Luden &*e, &I#e 117 DRAINAGE IMPROVEMENTS
WWO Florida 327N
407"64'6623(fax)40' &V-0$15 POTOMAC WENTWORTH
CA9M2
INDIAN RIVER COUNTY
SCALE SHEET NO.
WENTWORTH DITCH
IMPROVEMENTS JOB NO. C-4
STA. 26+50 TO 32+36.99
FLORIDA WN.01450.001 OF