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h
<br />II rl t x ,yob
<br />i f Qi x 1°h
<br />t tih
<br />s rr 1 ti EROSION CONTROL I --}
<br />SILT FENCE "P)
<br />24" M.E S. 16" ,,• •��
<br />01,006.5
<br />r { J 4 ti ' INK EL= 100.6i r � ••
<br />r 0�•�"
<br />O6.
<br />EX. EOPWE
<br />� x -e
<br />1 EXISTING
<br />RIGHT IN SAWCUT LINE �x _
<br />02 f ����� RIGHT OUT ME ET EXVEMENT D 1 GRATE ELAND MATCH FDOT TYPE 10Ci 50
<br />fob I ACCESS 1 "fir- E INV. EL. = 100.90
<br />R EX. EOP h ph' 4 132
<br />fr I !t ai tK' q^� x 15"
<br />103 A ti mop,• �` @ 0.
<br />ryb fog' 24" M.E.S. --�
<br />tipa ! bINV. EL= 99.81': + ��
<br />x it i! i i } EROSIONSILT NCECONTROLP) f � 4"
<br />' I
<br />poso � �
<br />i
<br />01' \ �b
<br />� tx2 �
<br />i
<br />�b
<br />410
<br />C.
<br />b� 'x-
<br />F.j.R 1/2t"-n \ \
<br />do\
<br />\
<br />of �� b-2 Cb
<br />\W `\
<br />FULL
<br />P CC
<br />,- r,.r•'' :I'�` soh \
<br />ti°b
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<br />1
<br />{
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<br />x }
<br />Xl0�.I2 x
<br />}
<br />105.40x }
<br />{
<br />LF OF
<br />RCP/ADS C3
<br />38% SLOPE x x lt?5ji4
<br />x
<br />rr ah=
<br />0q EX. STORM INLET
<br />a GRATE EL.104.88
<br />INV. EL. 102,49
<br />10
<br />x�
<br />oh•
<br />ohol
<br />b Ohb X y \
<br />EX. 15° CMP �%�
<br />STORM PIPE /•_rd 105.
<br />TO REMAIN
<br />05
<br />MEt
<br />7 /
<br />NG x "°b� 4
<br />L b x
<br />ESS2 � �css ��-� \
<br />q -A
<br />CUT LINE, \
<br />AND MATCH y -,
<br />LVEMENT y ..-
<br />�ti4 EqOq \
<br />%k M.I.--? � �. �"'i•�+ \
<br />�
<br />ohs �
<br />P0.8.
<br />�r
<br />PARCEL f
<br />1 x 0 F.P.K. NAIL/DISK
<br />/ 4 X E
<br />xe
<br />W-`"""' T. i�. M, .2 MAINTAIN EXISTING POND
<br />P S.C.I.R.
<br />ELEV= 105.8 1'
<br />•-P. 0. 8.
<br />x �i PARCEL 2
<br />S.C.I.R. 5/8'
<br />LB 742'
<br />1 EX. 18° CMP STORM PIPE
<br />ti x $ TO REMAIN
<br />1
<br />c FDOT TYPE C INLET
<br />GRATE EL - 104.60
<br />N INV, EL. = 101.7± (EX.)
<br />T.E.A4, 1
<br />S.P.K.%DISK
<br />ELEV- 105.05'
<br />A
<br />'°*b
<br />'o2
<br />N
<br />3S & W INV. EL.100.40
<br />jai t o�`b 2 0 " Ilk 46 aF O SLOPE RCP/ADS
<br />W Elp
<br />x x
<br />PROPOSED SIGN x 1
<br />I105.$4 x o� ��2 x ME% SUMP TO xi
<br />!i c� INV. EL. = 100.2
<br />F.f.R. 112 :W gAx bW/RIP RAP
<br />x
<br />1 PROPOSED 8 CLF
<br />24" M.E.S.
<br />o
<br />12 x . •.. n�
<br />x y as x°-c•
<br />1
<br />� G ..
<br />\ h xx SF ONE ST0016 l DG �'°le
<br />x MIN FFE-.�4ii5.67�j4AVD 88
<br />b x 4
<br />�-9A
<br />x 1a 1
<br />x x h ROOF RUN OFF FROAiFti4� °a do°' : y
<br />i } EX. EOP x xti
<br />I I EXI TING sawcUT LINE, 7 I ti°�°� �p`�� �° �� x `4 TO PAVEMET OR POND Q _ { EROSION CONTROL /
<br />MEET AND MATCH J }�r„� p5 otb 1 d ; 2: SIDE
<br />DE SI. ARE SILT FENCE (i YP)
<br />} { RIGHT IN EX. PAVEMENT 3 89
<br />RIG OUT Ex. EOP 2 {04.0
<br />�� x �° �o x gB WT = i call
<br />ti
<br />t A ESS �° _ _ _ .�"°2 ti4,�. } �o�. •s-.rir ,�o` x ,gyp C
<br />/,�'�A o p {. £- EX. POND TO BE xti°Z
<br />T.O. y ^° 41 REGRADED AS SHOWN
<br />10" : -a- Q x��2.°...... �4 ° x o`��b x�o�ti X w.INV x..�} tk
<br />�� 1..... 101
<br />.:.,. tio2' x
<br />I �on�. ''° ; j -- '�- • .,o \SIR -10 G i =9 T. !y x ° tk, x 10 2�' x
<br />�°! j �'� A 3 1:0. 103.5 / tio°` 126 LF OI; t5° RCP/ADDS xti ti4 103.9 N 7 do
<br />!/?" 2{D .� , Q�� ... x1/1`� ....,��L`f.'w�` 'iI'�' g ........... .,.... -..... w. :......:....w......SS. LINT ..'F...rRAC!
<br />} } Id1, c'a (BENT), 0.89' N. 1° FDOTTYPE CINLET "\ �._.._ :s.._ _ .......__ __s_.._ _� ,_ _ _� I^R. 1,�z� .
<br />02 r24" M.E.S. } S 0 " D-2 -� 't .- _ - _ _ _ . _ _ _ 10.72 _...,
<br />INV EL= 98 33 rb2 AN Fr-.M. 4 , GRATE EL 102 00
<br />°I €rom, S. E INV. EL. = 99.40 i ,�p's� \ \ y; Q.ti�a°I o,��b°h C. C.
<br />} MAINTAIN EXISTING DITCH -' .- \ s •.- �° tio2' IN�ItSEETION OF S.
<br />! 01.67 k� ,.' ✓ LINE OF rRACT 112
<br />41 b
<br />AAA 01�` KIN ' R�3i4D OF FORT
<br />4E.S. INV, EL= 97.72' •" 1 ��
<br />r
<br />13
<br />{ h 124 M.E.S. INV. EL= 97.50'
<br />4�
<br />x per' x
<br />1°~ EXISENQ ST E& STRUCTUK DATA
<br />~°° \ °° i °� -'�� �; STR.-3 (00. VERTICAL PIPE STRUCTURE)
<br />TOP EL- 104.89
<br />\X r / / ; tip° f 1 180 C.M.P. S. INV. EL- 101.84
<br />�, SKIMMER ELEV= 105.30
<br />} 4 ti
<br />o .._. �.,.. _ �� � • r G i.-9 ({�zATE INLET)
<br />TOP EL- 101.12
<br />,goo moo f BOTTOW EL= 94.62
<br />x ti°22 I F r 740 INVERTS FOUND
<br />s J
<br />f j
<br />STR-10 (C.M.P. VERTICAL PIPE STRUCTURE)
<br />TOP EL= 103.20
<br />j 150 C.M.P. W. INV. EL- 100.13
<br />-.,'t SKIWER ELEV- 103.70 x
<br />'UNABLE TO DETERMINE OUTFALL OF W. INV.
<br />k � i
<br />24" M.E.S. INV. EL= 96.51'
<br />I
<br />Q00;
<br />imX
<br />GRADING LEGEND
<br />----• • • • ---
<br />ROW/PROPERTY LINE
<br />Co
<br />�Ec�
<br />EROSION CONTROL
<br />Wa:)
<br />i YP
<br />TYPICAL
<br />N
<br /><
<br />cc
<br />INV. EL.
<br />INVERT ELEVATION
<br />a
<br />cn�IZZ
<br />t--
<br />O
<br />49.58
<br />EXISTING ELEVATION
<br />Wc�Ww
<br />a
<br />0
<br />w
<br />v
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<br />v
<br />Am
<br />PROPOSED SPOT ELEVATION
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<br />MATCH EXISTING GRADE
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<br />DRAINAGE INLET
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<br />a
<br />a
<br />MITERED END SECTION
<br />0' 20' 40'
<br />a�c
<br />�►•�-
<br />SURFACE STORMWATER FLOW
<br />��
<br />SCALE. 1 = 20
<br />0
<br />`
<br />d
<br />FFE
<br />FINISH FLOOR ELEVATION
<br />.-aoo
<br />ASPHALT PAVEMENT
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<br />ALTERNATIVE PIPE MATERIALS NOTES:
<br />ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL
<br />UNDER THE FOLLOWING CONDITIONS:
<br />1. OUTSIDE THE LIMITS OF THE ROADWAY OR PAVED AREAS
<br />2. WITHIN THE PRIVATE ROADWAY OR PAVED AREAS WHEN DEPTH OF
<br />COVER MEETS THE REQUIREMENTS OF FDOT INDEX # 205
<br />3. ALTERNATIVE PLASTIC PIPE TYPES INCLUDE:
<br />a.) ADS N-12 WT IB HDPE
<br />b.) CONTECH A 2000 PVC
<br />c.) HANCOR SURE-LOK WT HDPE
<br />4. ALTERNATIVE CONCRETE PIPE INCLUDES ERCP CLASS 111.
<br />5. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY
<br />ENGINEER OF RECORD PRIOR TO CONTRACTOR PURCHASING
<br />MATERIALS FOR INSTALLATION.
<br />6- MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL
<br />JURISDICTIONAL CODE STANDARDS, WHICHEVER ARE GREATER,
<br />ARE TO BE INCORPORATED WITH ALTERNATIVE PIPE SELECTION.
<br />7. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN.
<br />NPDES NOTES:
<br />I . PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END
<br />OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED.
<br />2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC
<br />FENCE IN PLACE AS PER DETAIL.
<br />3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS PER SECTIONS, IMMEDIATELY
<br />AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK REVEGETATION.
<br />4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH
<br />RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY
<br />ACCEPTANCE.
<br />5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE
<br />CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND
<br />SILTATION AS MAY BE REQUIRED FOR THE PROJECT.
<br />6. DEWATERING METHODS OF WELLPOIN71NG AND DIRECT BURIAL "SOCK" PIPE SHALL BE UTILIZED.
<br />7. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED
<br />OFFSITE.
<br />GEOTECHNICAL REFERENCE:
<br />THE DESIGN OF THE PROPOSED IMPROVEMENTS HAS
<br />CONSIDERED THE FINDINGS AND RECOMMENDATIONS
<br />PRESENTED IN THE FINAL GEOTECHNICAL EVALUATION
<br />PREPARED BY UNIVERSAL ENGINEERING SCIENCES AND
<br />DATED MARCH 3, 2014.
<br />DATUM NOTE:
<br />ELEVATIONS ARE BASED ON NAVD 1988, AS
<br />PROVIDED BY EXTREME SURVEYING OF FLORIDA, INC.
<br />NAVD '88 TO NGVD29 CONVERSION =
<br />NAVD'88 + 0.85' = NGVIY29
<br />DRAINAGE STRUCTURE NOTE:
<br />SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "J" OR "P"
<br />BOTTOM IN ACCORDANCE TO FDOT INDEX 200.
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