|
\ / P/L lw
<br />8? x S ,c� / / 3 / 15 11' 2' 12' 0 15' 10' 2 12' o
<br />74.44 x - , O
<br />ASPHALT I ' EX. ASPHALT PVMT DRIVEALT ' EX. ASPHALT PVMT.
<br />(3)15"X24" REINFORCED \ \ / / 5 9 .82 \ �� �%O� L j���c�` �'F x /10
<br />CRIVELJ
<br />CONCRETE PE5 S �p I
<br />:�
<br />6 0 76.35 4. 4 �`\g�i a ig 0�� p S�� v'O tios��9 / / / EL.77.10 I DROP CURB 0 EL.77,10 0.5 1DROP CURB 0
<br />x O 9 '1 �_
<br />5.09; I EL.75.8 FDOT INDEX#300 I U r- 507.
<br />I EL.75.8 FDOT INDEX#300 I U
<br />/J/ \ 7 \ ` 74.25 JS s -Y x re ' / .,�5 _::::..,.,
<br />// \ \� x �0�. �p .00 4.98 / / / / ��� _ _ III-� _ - :.:...::..:....� . ---� EL.75.7 1�0, -i - _ _ .., III. :.._ - - _ _ .1'-� EL.75.7 �o
<br />w- - -
<br />_ Ih - -
<br />INVERT=72 62' ///' \ \ \ �`, sip "YO ' 5. 7Lr
<br />-
<br />F�P - EXIST. 10' INVERT-7 .66' 10'
<br />S 76-
<br />GROUNDGROUND
<br />�y F, UTILITY UTILITY
<br />INVEE-72.49' ���\ F�iF �xj� 9a` ` x 74.38 / / / /yY I EASEMENT-1 I I EASEMENT
<br />0.
<br />/76.6 z
<br />1
<br />NOTES: NOTES:
<br />ILI �Q / 75.94 1. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY ARE TO BE SODDED.
<br />\ \� ,/� 1 .40 / 1. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY ARE TO BE SODDED. 2. DRIVEWAY IS TO BE CONSTRUCTED PER PASCO COUNTY CODE REQUIREMENT.
<br />\ �! �' 7 /� / 2. DRIVEWAY IS TO BE CONSTRUCTED PER PASCO COUNTY CODE REQUIREMENT,
<br />\ 76.54x /F�xC� �� / 3. M.O.T. PER FDOT IND#613 REQUIRMENTS(LATEST EDITION). 3. M.O.T. PER FDOT IND#613 REQUIRMENTS(LATEST EDITION).
<br />5
<br />\ 6.6 0 \ \ • x / / G��o� 7 6 .
<br />76.15 6.41o7, �\ 6--,�� G DRIVEWAY CL PROFILE -SECTION B-B DRIVEWAY CL PROFILE -SECTION C-C
<br />�6.21 N.T.S. N.T.S. P/L
<br />\7
<br />\ \ 6 \ C 6 6.79 LIMITS OF SURFACE OUTFALL CONTROL 10' I
<br />WATER IMPACT STRUCTURE TOP EL.=75.25
<br />\ 7 4 76.8 ��6.93 7 _ /' (TOP OF BANK) (SEE DETAIL) UTILITY
<br />\ / LIMITS OF SURFACE 75.75 75.75 EASEMENT 1
<br />7 89 6.7 \ 76. / / WATER IMPACT
<br />7
<br />\ \ x 74.14
<br />TOP OF BANK \ TOP OF BANK
<br />\ \ 71.42
<br />73.43 71.01 73.95
<br />x 73.69
<br />�74.45
<br />p� +
<br />74.32\ x 7 4.3 4
<br />0' 30' 60' /
<br />r = TRAFFIC SIGN(AS NOTED) 7 4.1 9 CEMENT BAG RIP -RAP PROTECTION - 30 2 St ,• x 74.78 x 76.15
<br />/ / � F
<br />` =CONCRETE LIGHT POLE El HAYBALE BARRICADE /' / �, SILT FENCE,(1,520LF) x 76.38
<br />WIT ELECTRIC HAND HOLE AT BASE. / 71.22 / % 4 J 9\ (TYP) /
<br />ONUMBER OF PROPOSED PARKING SPACES f / / 9 x 77.07 (12"x18"EI
<br />0 = UND 4 "X4 " CONCRETE MONUMENT �P� / • Sv " I N V. = 73.11
<br />j -� A STORM 76.54 76. 1
<br />S AMPED LB 6816 PRM ��■� PROTECTIVE TREE BARRICADE Oe o� j4 5► INLET 7 4
<br />® = FUND 1 2" IRON ROD / `O 71.3z / +/ \ x 75.70 i
<br />S MPED BROWN PLS 3555 " %< REMOVE EXISTING TREE / / �� G� / / ° 7 9
<br />74.00 / �O� �00 /
<br />/ sA: \ / / 76.45
<br />o = F UND NAIL AND DISC / °�1 ���►°// + '°75.69 /
<br />S MPED " PCP PLS 3555 " / �,`� d� 75 57 h sJ os • ,
<br />a = F E HYDRANT PAVING LEGEND // 71.12 �,`• G �,^ `'0 4�,0
<br />76.83 �� THROAT=75.S
<br />PROPOSED CONCRETE / / \�1 / / -1- 5.22 / / / �6.67 76 / /- EXIST.FHA
<br />0 0 >/ yY
<br />L GAL DESCRIPTION /' / / /' ' �i 7 . 8
<br />LOT 7, PAR PLACE CENTER, AS RECORDED IN
<br />PROPOSED LD ASPHALT o, j / 71.30 / // / 75.01 74/2 x oo ,S ' / / 4g
<br />S 74.6- / x / 74 0 x
<br />PLAT BOOK 5, PAGES 77 THROUGH 80 OF THE 9F°�y / 4D + p ��
<br />LOT 6
<br />x 74.89
<br />x 75.40
<br />SEC. 19, TWP. 26S., RNG. 22E. \ 71.29
<br />73.82
<br />\
<br />N` BOTTOM OF DITCH
<br />73.65 70.81 \
<br />EXISTING
<br />LEGEND
<br />PROPOSED LEGEND
<br />(M) = Fl
<br />LD MEASUREMENT'
<br />DIRECTION OF FLOW
<br />(P) = P
<br />R PLAT
<br />�!` EXISTING ELEVATION
<br />+
<br />= A
<br />PHALT PAVEMENT
<br />18.87 PROPOSED ELEVATION
<br />NOTE!: PROPOSED ELEVATIONS AT CURBLINE ARE
<br />= CONCRETE
<br />AT BOTTOM OF CURB FACE. ADD 0.5' TO
<br />THESE ELEVATIONS FOR TOP OF CURB HEIGHT.
<br />® = S
<br />0RM/DRAINAGE MAN HOLE
<br />(MEG = MATCH EXISTING GRADE)
<br />-F = SOT
<br />ELEVATION
<br />-X- SILT FENCE
<br />TBM = T
<br />MPORARY BENCH MARK
<br />� 6'HIGH BLOCK WALL
<br />NAVD = NO
<br />RTH AMERICAN VERTICAL DATUM
<br />-o--o-a- 6'FDOT VINYL CLF. (GREEN OR BLACK)
<br />CENTERLINE
<br />PUBLIC REC RDS OF PASCO COUNTY, FLORIDA. �iF�iti9 ' / ' ti,,,h 1 �� / ,� / ���\ / ss v
<br />PROPOSED ASPHALT T c/ ���'O'��O �` c1 �P / ,(.- / O tiv / c ��q�•//'�4 ,/04 �'�75.28 2" 2" _
<br />JI //71.0/1 G{Q//i.��' Q w1 / / �2 1/2
<br />/ OQ Via. o oQ / / • . 4. • `� 0 /
<br />/ i �����'' / / ��``� : �' • tix ec' / / / �O �O NOTES:
<br />/
<br />CURVE TABLE
<br />CURVE
<br />LE
<br />GTH
<br />RADIUS
<br />CHORD BEARING
<br />CHORD
<br />DELTA
<br />C 16 P
<br />149.53'
<br />35.00'
<br />N87.29'45"W
<br />45.50'
<br />81 °04'31 "
<br />C33 P
<br />13.51'
<br />2493.32'
<br />S43`48'03"W
<br />809.90'
<br />18.41'39"
<br />C48 P
<br />94.73'
<br />2468.32'
<br />S45.03'51 "W
<br />593.24'
<br />13.48' 18"
<br />C49 P
<br />37.64'
<br />773.27'
<br />N45'33'49"W
<br />37.63'
<br />02.47' 19"
<br />C 16 M
<br />49.60'
<br />35.00'
<br />N87.25'32"W
<br />45.56'
<br />81.12' 1 6"
<br />C33 M
<br />1 3.37'
<br />2493.32'
<br />S43°48'1 1 "W
<br />809.77'
<br />18.41'28"
<br />C48 M
<br />94.72'
<br />2468.32'
<br />S45°04'00"W
<br />593.29'
<br />1 13*48' 18"
<br />C49 M
<br />137.57'
<br />773.27'
<br />N45.29'44"W
<br />37.57'
<br />1 02.47'01 "
<br />73,50
<br />BOTTOM
<br />5
<br />e;. O', a ate, •; ' " / / / �o� ^ , 1 7 5 / 3/4» O o 1. SKIMMER TO BE FABRICATED FROM
<br />/ -� �• ..�G, . ALUMINUM OR STAINLESS STEEL PLATE
<br />/ Q� '� e, rQ.. a.rt ` �F, ?Zj •74.6 X• • / / 74.54 x O O AND FASTENED SECURELY TO STRUCTURE
<br />' ��� ��. a ..'. . ��. �>(i0� �1•.. ,. / / ��h / / �4j / 4'-4" O 0 4'-4" WITH STAINLESS STEEL ANCHOR BOLTS.
<br />0
<br />71.48 . ' ri . �' e ; ,.� a ..: TO BE PROVIDED
<br />+ / O� / �0 6•X7 2. TOP OF CONTROL STRUCTURE
<br />pop ro. oo / • ' :c$;�e �, .r�: / G0 �1 / 2 ,/$»
<br />J �o / O UPON COMPLETION
<br />(0�% F90•o / /. e . •�i''`V',w a.. •'4. ``~ /x 74.57 roQ Q-0' / �',jLO / O O
<br />74.94 / SF 7/. ��. 4 e✓.,. , /
<br />SKIMMER WIDTH: 1.50'
<br />'li ry / � • ' • � •� • r� ,L �. A .53 ,�,, / SKIMMER DEPTH: 0.67'
<br />, t.. •• � C� �' ' � �OG - / /�C.i TOTAL SKIMMER AREA: 1.00sF.
<br />/4.8G
<br />e 'Z 7�1: F / xl�F' / / �� 2 3' _ 4" 2 1 /2"
<br />/ ro F
<br />/ 71.60 �� / ;1r1. • . d S� '° ��O �00 / /�� Q WEIR WIDTH: 0.55'
<br />�O ! ° • a . '. ...,• d . / /�} WEIR HEIGHT: 1.75'
<br />/ e TOTAL WEIR AREA: 0.96sf.
<br />_I I-
<br />/ / e ' '�.•: a.'•,�1 .�1�a; • �p`Oo,O / / /6.40 G..� i 1 „ I 'I f'-2" I I 1 1
<br />/ �!_ 4• ; ;.; �.• ' ; /Zt� -�1 tom- /2" SKIMMER AREA TO EQUAL OR EXCEED
<br />P� / `V' / / �� d. • ..' e.. ` a a.' pF . .. WEIR AREA
<br />TYPE E - CAST IRON GRATE
<br />71.53 :'4'
<br />yh :: .' ..�' QO / O 6/300
<br />�O / pc ►�1 eS;...... ••�• a' «�F QPy� Q` ... F .O / APPROX. WEIGHT 235 CBS.
<br />NOTE: CONTRA TOR TO FIELD VERIFY DEPTH, LOCATION / D� p� O� / o' r ,A '� _ :'� ``?� . O �O' o / /STORM MH N.T.S.
<br />J �• o
<br />& ELEVATION F EXISTING EATER/SEWER SERVICE / rQ / / .iQ'�y•' .:' . ' .:•.-: �. 75. 2 / TOP=76.52'
<br />LINES PRIOR TO CONSTRUCTION44
<br />74.07 413sJ�,.4 ' ..a,,:•'.•a'�' ':a /// OUTFACE CONTROL STRUCTURE
<br />/ 71.03 e' ° ��°` / r �. l6.4 / SCALE: N.T.S. TYPE
<br />NOTE: PRIOR CONSTRUCTION CONTRACTOR TO / ��aep ii c, / a / /
<br />�. / ' 74.+ • ..9. a / / (LOF PAVING
<br />COORDINATE UTILITY COMPANIES TO DETERMINE STATUSb'• 6.13
<br />OF ALL ON SI E ABOVE/BELOW GROUND UTILITIES. / / + , • �1 ' * a •:« P/L >
<br />x 73.76 .: •' '.,e.: a .,� _:e• / 7 /
<br />74.76 / �O / / cd ..a• �. O�� / 15' 10' 2' 12'
<br />71 2 O� + /' \�� •f e -4• �,,. DRIVE
<br />I ' EXIST. ASPHALT PAVEMENT w
<br />-+-
<br />71. / a O 6.01ASP-
<br />/ / e,® r�
<br />Iw
<br />/ ax / / 0 0 tiv F / s.- •» soh 6+ti , / / / c, F / / EL.77.15 DROP CURB p
<br />74.29/ "Qff \` / / , :BO O ��i,1�' `�k�`'r+6 / 0.5% EL.76.35 E # 00
<br />/ 4 �� ISO p1 / / .�' `� + /-..,....:., 3.Oq FDOT IND v b�
<br />.4r 5 O• / / n If = =- - - ''EL.76.25
<br />°.
<br />75.00 /' ! /' 74.4711 s
<br />OF / 71.24 / // / .QyG o .�.��� o/// 75.9/ // GROUND I UTIOLITY '
<br />I
<br />tOe / N / Q / N, .+t-�5.0 P / 0 0 / I EASEMENT
<br />1i is tic / Q. / 0 4
<br />s� Teti �F / try / / O x 74.45 / L G / JG /
<br />�, O� / / O. / /Q 5.B'1 4' -1
<br />F
<br />Y. 0�+� h� � y%4 /OQ��;�G / r���0� �+.
<br />Q / +1` Q / V g� i. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY ARE TO BE SODDED.
<br />4' /�, J
<br />x� F� 74.94 / / , JQ� ~ 00� �Ge G�' 71 •43 / 84�0� ALA, 6S �Q��OC' 75, / �'O / / QQQ�JQ P 3. M.OVT.WAY PERIS TO FDOT BE CONSTRUCTED PER IND#613 REQUIRMENTS LATEST EDASCO IITION NTY CODE REQUIREMENT.
<br />75.72
<br />ti , 72.27 �y �� / 4.66 rQ-b01 7.7 DRIVEWAY CENTERLINE PROFILE -SECTION D-D
<br />y\ 75.63 74.87
<br />88 ` 1 9.. LG x 7 5 /' N.T.S.
<br />x'/a/ sr. /
<br />75.73 74.47 /'/ , �JQk' ; x 74.8' �:/� / 5.69
<br />75.60
<br />7 5.5 7 \� �\ \/G�' + �`�ryy �/ O J��� 2/c�Q 7 /
<br />72. x �/
<br />7 9 �►•: 2.92 4 + 4�iyP e� Op2 ��A` G�/
<br />c'®7 fQ� ,oy �75.72_rHBOAT =75.0
<br />76.46� 74. / + �� �, O `�?'fso Og`y�/ P/L
<br />� e
<br />6'7,5 SILT FENCE (TOE OF SLOPE) SWFWMD(25YR--------/24� _
<br />/ �I' - - - - - - - -- ------HR)---PRE/POST HWL- = 75.20-4
<br />---------
<br />--------- --
<br />INV.EL.=72.9 - J N S OPT / CONTROL ELEVATION =73 50, TREATMENT VOL_= 4,199 CIF .7 !k'.00 S�-
<br />/ 12"x18"FRCP
<br />\ EXISTING DRAINAGE DITCH INV.EL.=73,10 SRO S S�OA 73.0 73•0
<br />\ CEMENT BAG (pp F SEED POND BOTTOM
<br />\ \ n RIP -RAP PROTECTION Fsi _NV7 - SHWT=71.50'
<br />5 .85
<br />11'
<br />6• \ 13' 14' 11' 105't
<br />15'\
<br />76.29 POND CROSS-SECTION A -A
<br />N.T.S.
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<br />DATE: 3/19/18
<br />JOB #:16-31
<br />SCALE: 1" = 30'
<br />SHEET ,#: 2 OF 5
<br />
|