|
c
<br />0,
<br />m
<br />c
<br />,
<br />0
<br />a
<br />,o
<br />O
<br />M
<br />V
<br />N
<br />N
<br />DATUM NOTE: ALTERNATIVE PIPE MATERIALS NOTES:
<br />ELEVATIONS ARE BASED ON NAVD 1988, AS PROVIDED BY SURVEYOR. ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE
<br />NAVD'88 TO NGVD'29 CONVERSION = +0.843 FOLLOWING CONDITIONS:
<br />NAVD'88 + 0.843= NGVD'29
<br />1. OUTSIDE THE LIMITS OF THE ROADWAY OR PAVED AREAS
<br />2. WITHIN TH PRI ATE ROADWAY OR PAVED AREAS WHEN DEPTH OF COVER MEETS
<br />E V
<br />DRAINAGE STRUCTURE NOTE: THE REQUIREMENTS OF FDOT INDEX # 205
<br />3. ALTERNATIVE PLASTIC PIPE TYPES INCLUDE:
<br />SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "J" OR "P" BOTTOM IN a.) ADS N-12 WT IB HDPE
<br />ACCORDANCE TO FDOT INDEX 200. b.) CONTECH A-2000 PVC
<br />I c.) RANCOR SURE-LOK WT HDPE
<br />xa6 $,rx 4. ALTERNATIVE CONCRETE PIPE INCLUDES ERCP CLASS III.
<br />I 9 g4. X5. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF
<br />GEOTECHNICAL REFERENCE: 9�� RECORD PRIOR TO CONTRA,&6R PURCHASING MATERIALS FOR INSTALLATION.
<br />6. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURIWtTIONAL CODE
<br />THE DESIGN OF THE PROPOSED IMPROVEMENTS HAS CONSIDERED THE STANDARDS, WHICHEVER ARE GREATER, ARE TO BE INCORPORATED WITH
<br />FINDINGS AND RECOMMENDATIONS PRESENTED IN THE FINAL ALTERNATIVE PIPE SELECTION.
<br />gyp 6� GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING 7. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN.
<br />9
<br />4`6 x--'-� �`x � SCIENCES AND DATED 7/17/12.
<br />I
<br />D-7, HEADWALL
<br />-- TppOP = 9)5,7�2
<br />/ Q
<br />/.
<br />w._ ,.-.. _..,...
<br />" t_
<br />2
<br />i ;:'.,; M.E.G.
<br />f o
<br />5' /
<br />6'
<br />X 6- 9
<br />0
<br />L - - -
<br />- --SF'----- -
<br />Sf�----- ---- --- - -- - - ---
<br />�3F ��
<br />S -'SP Sf-
<br />_�
<br />I I 94, - ' / l:,r-6, tti�ANFiOi,,E. -j
<br />9 \�
<br />e 18" - f 8 1 _ 9 - - - _ - - _ - - 20' LANDSCAPE '�•
<br />I .1 96 f --' ' .. , :. 97 _' - _ BUFFER
<br />,I, i ..ate, o ,._ :•it•••-" �- - -
<br />:,., va
<br />I 98_00 ;71-1 99 14 9a 47 ` " 9 , %%'> \
<br />_,ter. N ss_za
<br />..
<br />_ - - - - - - 98.64 99 98.64 97.97 98.00 _ .,,, .,::' ,... 98.78 ,r„.:r, _
<br />,;,.a
<br />I 4A 97.50 97 50 , 97.50 - - - - - - - - - `
<br />1 i fi [1 ' - - 99 40
<br />TYPE "F" CU sa_Bs 98_80 - 98_t3 - 98.16 - - - - - _ - - - 9890
<br />� � 98.36 9a 30 � - - 97 63 97 66 '- -
<br />NPDES NOTES:
<br />1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT
<br />THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED.
<br />2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL
<br />PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL.
<br />G
<br />3. THE CONTRACTOR SHALL S�ED AND MULCH OR SOD SWALES AND PONDS PER
<br />SECTIONS, IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE
<br />QUICK REVEGETATION.
<br />4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES
<br />AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES
<br />TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE.
<br />5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM
<br />REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE
<br />DEEM NE E ARY T PR VENT ER I N AND SILTATI N AS MAY BE REQUIRED
<br />s c ss o f os o 0
<br />FOR THE PROJECT.
<br />6. DEWATERING METHODS OF WELLPOINTING AND DIRECT BURIAL "SOCK" PIPE SHALL
<br />BE UTILIZED.
<br />7. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO
<br />BEING DISCHARGED OFFSITE.
<br />�P X i
<br />9�'
<br />Storms Sewer Tabulation
<br />Page l
<br />Station ;Len
<br />Llne iio
<br />arng Area
<br />Rnoff t Area x
<br />coeff '
<br />C
<br />Tc
<br />Rain TTotal
<br />(►) Iftow
<br />I
<br />ICap
<br />!full
<br />`
<br />el
<br />Pipe
<br />Invert Elev
<br />HGL Elev
<br />Grnra 1 Rim
<br />Efev
<br />Line iD
<br />tner
<br />Total . `Incr
<br />Total
<br />Inlet iSyst
<br />Size
<br />Slope
<br />On
<br />Up IDn
<br />Up ; Dn
<br />Up
<br />(Line
<br />I
<br />I(ft)
<br />(ac)
<br />(ac) (C)
<br />(ruin) ;(min)
<br />(in1hr) j(cfs)
<br />'(cfs)
<br />(ft1s)
<br />(inj
<br />I%)
<br />(ft)
<br />(ft) (ft)
<br />(itj ; (f#)
<br />(ftj
<br />_.. >..._...
<br />--I :
<br />_
<br />- - -- -' -
<br />-- -
<br />- -- r-
<br />-- -
<br />E I - ------
<br />r - -
<br />---"-----
<br />----
<br />------
<br />------ __" -
<br />.,.___- --
<br />-
<br />- - "
<br />- _-
<br />1 (Er c �f 1 c4
<br />d 52
<br />2 47 0.85 0 d
<br />2 't{}
<br />Id.t) 14.d
<br />6.6
<br />I ;
<br />":3.77 # 7 ' i
<br />I
<br />4."sa
<br />24
<br />0.fl�t
<br />9fl 73
<br />9ft 81 i 95.57
<br />{35.35 92.�1t3
<br />:7.04
<br />P t'3
<br />2 i 1 222 33
<br />0 40
<br />1,95 I 0 c35 ' 0 34
<br />1.66
<br />1 fl 0 i 13-0
<br />6 8
<br />{ 1 a .2G - 7,88
<br />3,56
<br />24
<br />0,10
<br />90.81
<br />91 04 : 96,13
<br />96,60 i 37 04
<br />97.01
<br />P -7
<br />3 l 2 43.255
<br />0 00
<br />1.55 , 0.00 0.00
<br />1.32
<br />0.0 1 12.8
<br />6.8
<br />8.97 123,85
<br />2.85
<br />24
<br />0.95
<br />90 67
<br />91,08 i 96.70
<br />96,'r5 i 97.01
<br />9:3,47
<br />P_g
<br />4 3 ' 22.778
<br />0.31
<br />1,55 ': 0.85 0,26>
<br />1.32
<br />1 .10 1 12 6
<br />R `3
<br />9,00 ' 0.00
<br />2.67
<br />24
<br />-0 92
<br />91.09
<br />9d.86 98 7'
<br />96.80 93 4_7
<br />97.40
<br />P-:5
<br />4 1 6,
<br />5 4 .IDd
<br />6
<br />0 .9
<br />t 4 59
<br />.2 ; 0 85 ' 0.
<br />1 fl 5
<br />F ' 1 . "
<br />d d , 1 6
<br />7,1
<br />1 7 44 9 73
<br />2 37
<br />24
<br />0 16
<br />90 87
<br />91,10 ': 96, 8
<br />9
<br />97 1'i ' A7,40
<br />97 C
<br />4)
<br />P 2
<br />+> i 5 193.3fld
<br />0.55
<br />0.§5 0.65 ', 0 47
<br />0 47
<br />10.0 10.0
<br />7.5
<br />I
<br />3.49 1 6.34
<br />1.98
<br />16
<br />0.31
<br />93 80
<br />94.40 97 23
<br />97,41 97 40
<br />97.45
<br />P-1
<br />110
<br />7 I End 70 7f34
<br />0.30
<br />1.79 i €1.85 0.26
<br />1.52
<br />10 0 1'3 5
<br />h 6
<br />I 04 7.70
<br />3,20
<br />24
<br />0 10
<br />90.40
<br />90.47 95 57
<br />95,P79 9'2 65
<br />93,h4
<br />P-11
<br />8 7 22"L.33
<br />0 29
<br />1.49 0,H5 r 0.25
<br />1 27
<br />10.0 12.5
<br />` 9
<br />& 9 i 7,88
<br />I
<br />2,77
<br />24
<br />0.10
<br />90,47
<br />90,70 9 77
<br />%� 05 93 64
<br />97,04
<br />P-10
<br />€t 5 32 67 l
<br />0.i)d
<br />1.2d ; fl 1Jd ' 0.00
<br />1.02
<br />0 0 12 3
<br />6 9
<br />7 r 5 '•, 1 "T 1u
<br />i
<br />2.24
<br />24
<br />3 49
<br />90, 57
<br />9d.7:3 95 11
<br />9fi. 13 97 04
<br />93,11
<br />P-4
<br />: 10 9 '97 3�43
<br />0 8'3
<br />1,20 ` 0,85 [ 0-54.
<br />1,02
<br />10 d : 11.6
<br />7 '
<br />1 T2' i 0 00
<br />2.30
<br />24
<br />-r0 4�`
<br />90 i3
<br />9C}.25 9�v.15
<br />W2`s 93.11
<br />9'7.40
<br />F'-4
<br />11 j 10 193, 300
<br />0.57
<br />0.57 ; 0,85 0.4.3
<br />0 4$
<br />te3.0 ; 13'.0
<br />7.5
<br />1
<br />( 3.62 1 5.13
<br />I
<br />2,05
<br />18
<br />0.21
<br />9&80
<br />91,20 : 95.27
<br />9Ci.47 , 97.40
<br />97,40
<br />P -3
<br />ry „
<br />Prof®c4 f"ile: 2UiEu+S,'? �aTORM TAGS ,,84fldk-9trr ?Uumse. ofi I€r..s. 1 i Eiun rJate ,-27r<C}1..
<br />n. ',n
<br />NOTES Intens=,fy = 14,3539 «-3.1014(X) - -0 d'>00lXY'2 - 0_025 (X; 3 X = Lot )±min): Retum period -s rs 10 . c - ci- e = clhp :x = box
<br />GRADING LEGEND
<br />DRAINAGE STRUCTURES:
<br />i 9 97_92 Cn' s$_96 9s_03 � � �,-__ ,�`�'� EL ELEVATION
<br />98_84 98.13 98.46
<br />I 0 p "' 1g 98_80 98_29 98.53 \ --, \ \`�
<br />l 9 t I "'9a" 98.00 • to 98.34 g s7s3 9 D-1 D-2 D-3
<br />. O of 96.46 97.9a 98.30 g 97.79 8 99_06 99_07 \ - :�_� \ • X _
<br />93' IX 97,50 t-SF^^a o ' F- 99,s6 sa.57 99 9999 \` ���. o TYPE C INLET TYPE C INLET TYPE C INLET TYP TYPICAL
<br />��� -`tl.1 ' s7.ao 193 LF 18' SD @ 0.21 /o p LP \ �-\ �� • . 6a
<br />�� I ^ - - - - 97. a _ 9794 ssas \ \ \ � - Dr J'OI `� 60' RIM ELEV=97.45 RIM ELEV=97.40 RIM ELEV=97.40
<br />IE = 91.10 C/O CLEANOUT
<br />kI �• HP HP sa.zt J f 9s_sa oo.os \ 98• IE = 92.00 (E) IE = 91.60 (W) IE = 90.87 (NW)
<br />l I . 97.40 I LP 98.90 98.44 I 98.20 98-� I i 99.14 99.58 \ \ �•.
<br />97:30 s7ss sa,a3 \ (SE) IE = 90.87 (E)
<br />9a 40 98,40 98_92 9 . 3 \ 9
<br />97.83 9g 98_27 97.93 97.80 98_88 96.61 99_74 9 \ " '
<br />1 1 ( 98_20' ill" , 98;94 98.42 97.85 98.38 99.2 99.24 \ \ \ , SCALE: 1 = 3 Q
<br />D-1 ,� 9777 sa.s3 \ IE INVERT ELEVATION
<br />I 9 .71 9 .8 1 9-0 x 9� . € 98.44 98_94 96.33 98.53 99_77 99_66 9 \ \ D=4 D=5
<br />6" INTEGRAL ss,s �l,' \ TYPE C INLET TYPE C INLET
<br />'4" 7.30 �P I 98.44 'I. 98_28 '� 97.75 0h 99.27 \ \ 5
<br />I vgo�o x I ssao ss2o CURB (lYP) a�' s7.7$( ( gg \ x \ 5�� RIM ELEV=97.40 RIM ELEV=97.40 SD STORM DRAIN
<br />I 98.15 y 98.30 - 99_20 98_77 98_37 HP 99.30 \ 0
<br />I 97.65 sa�ao 1 ss.7o 98.70 sa.27 ERTY X !E - 91.2 O _
<br />ss.00 o ' 9s.ao \ �`\ . PROP 0 E IE 90 80 (W)
<br />' 98.30 :: 98.79 99.53 IE = 90.25 (E)
<br />- - _. .-.. ..,- ....... .. ,J; 98_t 6 98.30 - 98.24 98.29 99.17 98.74 x \ ,
<br />s7s7
<br />I 966ti •I 97.80 97.66 98.80 97.95 / sa_ss 9as7 9s_s ��� 9s_22 \ ss?o ss03 \ \� LINE EXISTING ELEVATION
<br />fi ss.o7 ss.72 sa 70 \ \, SILT FENCE
<br />X .. I i O Q © 97.68 / 98.39 99_40 99.31
<br />xx;1" loll PVC � sBsO 98�49 I \ \ \ \ \ \ (TYP) 12.52 PROPOSED SPOT ELEVATION
<br />r I I ,'� RO F DRAIN 97.99 A �� 98.5096. \ \\
<br />/ 98.90 99.15 99.68 81
<br />I 98.65 98�88 99 ,8 \••
<br />/ 98.38 99�98 `\ \ \
<br />=` I •� �P) sst ssao s1a� <� / I ss.4e \\ MEG MATCH EXISTING GRADE
<br />99.40 \, \
<br />I f, f I PLANTERS I °j0 j ( \ \ \ • \ 11 1 ^f i'I IC"'L,_
<br />P o / 9s.as \•.lI'1€ == S`7.fjC} DRAINAGE INLET
<br />�j 98_95 98.39 \ \ \ : f'{CrNi-MAINEEDTO BE RAISED IN g��
<br />�, I „ € %
<br />I :� PIN PERIY �) CURBETP I 9 �S� \ 98.95 \ \ \
<br />r_3 I ( MEET AAI CN�.ATC 98.45_56 \ \
<br />! r> o szs± s7.7+ 97.9± sa_ao sa.os \ D MITERED END SECTION
<br />> A o, ( TlNG PAVE�rt IEIT \ ORDER TO MAINTAIIN 4:1 SLOPES x
<br />M.E.G M.E G. M.E.G �S. 98.30 98_60 98_a0 \
<br />I 98:� 9K9 / 0 I , - AND CURBING \ 9a 10 9s.3o OFF THE BACK OF CURB
<br />?I, <- I' ) ST"I ! ss_12 sa.5, 9a TO BE DETERMINED IN THE FIELD
<br />\ )
<br />r _ `1 ' G<ti , „ Z p>� 98.20 98.00 I I , I II � 1 h�!'.i -'" - , ,. \ 98.62 98 \ ® \ I� •,.,
<br />., \ 9a.o, \ - SURFACE STORMWATER FLOW
<br />0 X -i I 9a_90 93 I 01 I I '., , r �, \ ti
<br />,4 97.90 FAMILY MEDICAL CENTER x 0 z r ; k, y sso 9a.a9 98.os FFE FINISH FLOOR ELEVATION
<br />I 98.20 98.40 x �� ✓�}'`•►' ' I 98_36 98.1 ± ... / .. S - - ... ... . ` \ \
<br />_ I
<br />-, »
<br />! � x 31 ,278 SF -=-� 97.66 E.G. - " c, t� * y`� ,' : gg . ��• \
<br />• c.,...
<br />96 / SIDEWALK
<br />B> a . �; 98_24
<br />-- --
<br />;
<br />98.90 r r, r r/ } a�, J 4y v \ S W
<br />r
<br />_ - -- St:,t,. ,:. 2 STORIES 99_io 98_92 98_93 98_36 of -op, i. 97.74 ,
<br />I C j 98.50 ( 98.2 98., 7 s j I: r„' g a c; \\ i` 0 -� \
<br />"'^ I ,� 4.'" . 97.98 98.40 ;::,. ::;: 98.60 98.42 98.43 97. 5 97.67 97.86 O } , , i / 9 : 98_56 v,. -.,- 97.3± `.... ' z \\
<br />. • _ }: ,1 0
<br />-- .. 98.66 -T. ,......_,__..,,,;...,,..,__ ..... .: i-} r' L,� �-..:.. s `. '.,; ' O . ry::r '~ 98.06 ; < �; I�'.i_<._ } .........., M.E.G. r , ,"\:,. �• \ !
<br />„ - ss_9s s6_3a :y < r' - e1 STORM SEWER STRUCTURE NUMBER
<br />98.,6 98.58 .:' .,' FFE = 99.40 98.96 7.84:�' ,y. rr;-:. ,,.1:, s.r>E \\
<br />I I
<br />98.08 w 98.46 98.- 9 98. , n �a " \ \ Ox
<br />1
<br />98_92 98.60 98.46 98_46 f ....
<br />sa.3a M.E.G. 1) CONNECT TO EXIST STUB i _ \ _.. I ;'... \
<br />9$.04 98.42 97.96
<br />- _ . .1
<br />99_00 ss.4o e ss 30 23t24 SD- E = 91.08 (E) - -= - =' - - " - - - - - - - - - -' ' - - - - - - - -t ` -SF- - - EROSION CONTROL
<br />r, ; 98.56 -T -
<br />I - '1" .� 98.90 95.50 - -
<br />I I - I ❑� @ 0.95% CIE = 91.09 (W) kb" M.E.G. ry M.E.G. - ....... ...... :l € \\
<br />98.06 98.40 98_20 8. t, c ,,:. ,
<br />98.92 7.70 `` - `
<br />99.00 .. „ - ... \
<br />98.58 f�t 97.61 , . �...,
<br />sa.a2 sa.oa ���� r. ": _ _. ., t ,, . _. �, i f \\ :' T' PE CONCRETE PAVEMENT
<br />99,40 ,> 1 - a 1;,I REMOVE 9 EXISTING PARKING
<br />• A HP 99.00 d� D 3 , rJ s. nn. 0r, s - \ I0. .._ sd.eJ,
<br />y I �5 1,4, L i c, 11.E 1 � . , 99.40 - -�- 4
<br />ssao ss.21 -- flC, <<',t11' l.: _ r,', a
<br />X : 9$ 7 - - - :; -_. , �`, � � _..T3: ., 3 .._/ '" _,�... � .1 i .-sr-"Y, �., (4Sr`}J' Cy J'CS' \'„ .;, \\ f a'S 92), 98
<br />s i1 d£ ,d1 JUt1i �3f3Z)t1' 1t1fJ{/+• ' ss.so - - t`�f1'PE _ fl t �P�ES, SET Al3DT7lATCH- \ \ - .:"
<br />. ; HP .. .... .�S , :', , a r, E, a / I'. - ai„ u., ....;....,---T..,.,,, .. '. ,., - ."- \ ...,�; �,.
<br />98_88
<br />ss.2, ss.7 Rg s7.ao , '� 9:. 8 �' , ,:; . �XfSj7i �VE1VfEi�17.7k1413' . \ \
<br />98.50 ± ,r J-R 'ING \ g.
<br />j �(" \
<br />99.40 (E? E;'a'd 'i - - cat; ,y7�.. -,.: :r I 0 © >/',. &"�`.�' .;� .�� �1 V © LSJ ... I'I : \ \
<br />:
<br />98.90 ` 98.30 f s �4,y„ :: ..................._,_,-,_,,,.,.,,,,,,..,.P,_,}s.,,, ....- �� i'"---"_................J,� .,_,. .. Y ......... _.,...L.... _ -.-"_, ',11 . \ , ,�' \ x $
<br />- - -- 99 10 .;!
<br />f .(... 8.56 97.80 �0 _.__ h'rL/ ram,.. _._,.,...,,,.I
<br />TYPE °F;: CURB I i I F. / _ _
<br />i „ 99.01 3 Lr 98.40 0 98.25 _ I , .` z ......... \
<br />_m
<br />I ( '\ 98.80 97.75 f 1l a ,,,E y. \ \
<br />P) 98.92 98.5, x : 3 !;, , 98.96 , .' i \ 5
<br />YL'� ,:.. 99:40. 8.60 98.60 98.51 ,,t ._-......_ f ,.Q, s � .-0 ij \, ,�.4 �\ o,`L-
<br />• 98.42 9 n ' /
<br />, ,`. 99.10 98.46 98 31 98.5±
<br />• 99.3a-36 98.0, u> \ \\ x
<br />_ � I I •� o ss.ss I O
<br />x �' . 99.1 a 99.36 98_42 ,- - q, L% I _ \ \
<br />M.E.G. 1 \
<br />`^ •' 98.93 99.00 97.8, 98-42 --' 1
<br />'1 98.43 I 98.50 97.92r,.?r�� :�3.,• };.
<br />:..'
<br />0 ::" 0 98.60 98.88 7.92 98.44 ,,r•+1.....:, y ry "'Gr''t .. __ ..__.__ ......__.. ......__._ '�..,`..., �, „ ,;'� \\\
<br />f I� \ \
<br />x , / .) 98.7 \ I 9 96.6+ + r➢r v+-.� ';'_ /. .-. is - { : / ....\ j: _Er:"'•M j `E z:.; r,,_
<br />6' - £''".'a \ _ rdi,,J1 t'ry.,t.1=! I la,, l�. �aCt;':
<br />::
<br />e "' 633 I TEGRAL _: - "t"' sa.5s M.E.G. O c; w ' flJ \ \\ r ; ;:a
<br />i Y a » I 98.06 ___ _------- °v , ,.. \ rr It,,. �, t Y `.JI
<br />jj CU B (TYP) I . - I \
<br />[� ;.-.
<br />1 98�72 "liti� I r.✓r \\ i n�
<br />98.22r - 98.20 98.00 I 1 ............ ....... I I \, l,.., \ \
<br />I >, 98 / 98.30 'I ---- c \ti PC) 1- .. ,;34�
<br />j
<br />y� r
<br />y'' 9 86 98.27 ';. " \ ` ��,O !i a . r ��" \. �9
<br />-_ v
<br />I ";4;, ;.,, 97.77 to IE� r"b: 'I \\ x
<br />_ 98.98
<br />y
<br />_ ej ........ ..__.
<br />+ a as ' v
<br />...,:, II 98.4 98.26 ;a; 96.48 \ ...., ......... r,~ :E3, ''�, �3 \\
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