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SWALE I.E. 119.5 81 LE
<br />I.E. 116.5 WITH 24" MI R N
<br />� o�O (SEE D ET)I L h0
<br />Nrll
<br />I�
<br />STOP SWALE O >
<br />I.E. 119.3 ' L.F. 24'
<br />START SWALE C.O. E. 116.8 MW�OUAI5�5000 I c
<br />ALE
<br />I.E. 118.5 TAINING WALL A
<br />C. I.E. 116.05 SEE S RUCTURAL PLANS �2S SEE D IL
<br />� K SILT FENCE i �•
<br />v o o �� o 120, �o % ^,C� O h� �D h� �0
<br />10 ,�� � � �ti 2"1 �`t 4V12 `L 2D0 �`L
<br />'2" 1 5 f' RMEE'L"11N9.5
<br />I
<br />I
<br />20
<br />IBLDG. SET CK LINE (TYP.) r5 E
<br />15' >>� E 12" i
<br />123
<br />Ii E S\� p �P\��` 147 L.F. 24 STOP LE 55 L.F. SWAL J
<br />N 0 p� MIRADRAIN 5000 I.E. 119. W/O MIRADRAIN F.F. 70 L.F.
<br />W/OUT SWALE 12Q 120 120.00 `� 14"x23" R.C.P.
<br />K
<br />EN 4 MIRADRAI 120 tK
<br />W/ OUT L CONNECTION q, 5 19'9 C, Q) 13 'S 2
<br />I-E. 1 1117 11 ,6 11 �. o Q� ti ti
<br />,1 4 1 9`l . �` ����
<br />SA CH
<br />13 L.F. 4" P 1 O �O� >>9 J EXIST. PVMT.
<br />FIRE S N �� ALONG DRIVE
<br />0 10 20 40
<br />GRAPHIC SCALE
<br />SCALE: 1" = 20'
<br />TRENCH GRATE F.F. EL. 12 - 7 - n I O I NOTES:
<br />I.E. 114.87' >>6 _ to - C.O. I.E. 11 3> i20 �.
<br />��
<br />L 11l 2 1 �� ' 2 12 I �� �O �� 1. FLOOD ZONE PER F.I.R.M. MAP
<br />°_� `L 120235 0005 C, DATED DECEMBER 17, 1991,
<br />t 5 8 �`' - �O �� �� �� `�'� ` `L �' 1f 00 � �� THIS SITE IS LOCATED IN FLOOD ZONE X.
<br />.`' EXIST. WELL c REMOVE EXIST. 18"
<br />N ^ H _ _ ( ) 2 EXISTING
<br />� LICENSED EZWATER
<br />117 SEE NOTE CONC. °i R.C.P. & 2 M.E.S.
<br />- �S RgAPRON SH BR1�K CURB WELL CONTRACTOR.
<br />I PASS T U SEE TYP. 5ti REMOVE EXIST.
<br />(SEE ARCH. H
<br />116,8 SEE S C API F.F. EL. 12 o• ASPHALT
<br />9• 00 3. THE STORMWATER PONDS SHALL BE OVER -EXCAVATED
<br />\ O
<br />� � (o 'S �L TO ELEVATION 110.00. ALL SANDY CLAY
<br />12�'O O ENCOUNTERED WITHIN THIS DEPTH SHALL BE
<br />z REMOVED. THE PONDS SHALL BE BACKFILLED WITH
<br />�8 25• °'• I w Q SANDY SOILS (5% PASSING US #200 SIEVE).
<br />1 >>� PON 2 T.
<br />POND 1116.0' ,11 � 4. THE ENTIRE FOOT -PRINT OF THE BUILDING AREA
<br />I 115,82 11 11 , 6 y T.O.B. EL. 3' BOTTOM 14.0' �'� SHALL BE OVER -EXCAVATED TO A DEPTH OF AT
<br />BOTTOM EL. 1 4:1 SIDE SLO 35 O �� Q 0� LEAST THREE FEET BELOW THE BOTTOM ELEVATION
<br />O ,� 54:1 SIDE SLOPE O 5 11 O �. �- �. o OF THE PROPOSED FOOTINGS. THIS AREA SHALL
<br />,��,• ,��• B ��`'�' �.�`' �.�`�' �`�' ' ,��' ��' I � �. � BE BACKFILLED WITH CLEAN SAND AND COMPACTED
<br />9-4 / I �� IN ONE -FOOT LIFTS. THE EXCAVATION FOR THE
<br />Q I FOOTINGS SHALL BE CUT IN THE PREPARED FILL.
<br />I �I FUTURE BLDG. Q _J
<br />°� 20' �N�� �1�� 1[k� J I 10" /-EXPANSION AREA >>6 M•E. S.
<br />�, I N= 5. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL
<br />SUMP I S. / F.F. EL. 120.5 I REPORTS DATED AUGUST 6, 1998, AUGUST 24, 1998
<br />POND 2 I.E. 1 10.5' I.E. 1 1 �� 1- o AND SEPTEMBER 2, 1998; PREPARED BY HERNASCO
<br />T.O.B. EL. 113' 5�c5' ,, ( 95 a,45 O� O TYPE 'C' MODIFIED TESTING LABORATORY PRIOR TO CONSTRUCTION.
<br />> �� 1 RC I 11 11 1�
<br />BO OM EL. 111 �� �, ti '� O 5`? 5 �S �, O �� 1 �� DITCH BOTTOM INLET
<br />4 SIDE SLOPES, N �� 18" 1 - a` 11 >>S 1 N�5' + CS 1
<br />I O °� I TOP EL. 115.5'
<br />��. -' ���• WEIR EL. 1 14.9'`
<br />WEIR F.E.S. - 23 I.E. 113.89' (SE) , f
<br />CS2 I.E. 1 10.8 \EXIST.
<br />RE 0 E.R. .P. I SEE DETAIL ON SHEET C-5
<br />I.E.111.7 „ I REMAIN ( P )
<br />EXIST. RELOCATED O �`✓�
<br />o,� �p� e IN ,�� Z. 4„ 8„ O �O M.E.S. I.E. 1 13.75
<br />�O ,� �8 1 � .Co �� .� .� R ' 4>, � � O + Y °�TWIN 8
<br />I�`O '°� •��`�' I° , 4 ��� ' SAWCUT AND MATCH
<br />20' SWALE '� . T 27 ALE 14 LF I DAIRY ROAD
<br />H dtW DUG 8" Do ��' p` AND D 00 �� h 1 " C, M P_ PAVEMENT
<br />�0� SO E)
<br />.:-..-
<br />z
<br />SAWCUT & MATCH Cp g
<br />? EXIST. PVMT.
<br />PRIVATE *AD �
<br />O 1 O ti SAWCUT MA CH S o, w w 3I
<br />1 ti ti�� O h 0
<br />� 0 O �, � h w
<br />o o. O �,. � p p O EXIS V �? O ^� o `' `1
<br />�°�' poi O p°� �`i �`� �` �` �^� • �� D �� . ��`�' -J c� cn
<br />ALONG DRiVE _
<br />�00' 1b,
<br />(0 1 DSO 111 ����p w
<br />EXIS CONC`� EXIST. C. ONC. DITCH E'%T. CONC. x
<br />EXIST. CONC. /OBE T. CONC.
<br />DITCH CHECK DITC HECK DITCH ECK DITCH CHEC K DITC ECK
<br />=108.1 6 TOP=10 TOP=109. TOP=1 10.59 TOP=1 1 1. TOP=1 12. IST. M.E.
<br />TOP .
<br />I. 113.45 HAY BALES
<br />JVU I U tit r'L(jULU `L `L `L O p tx `L O O
<br />ALONG BOTH SIDES 16`O
<br />OF DRIVEWAY TO
<br />BOTTOM OF POND
<br />DRIVEWAY 9' POND 1 POND 2 5' 24' PAVEMENT 5' POND 2
<br />7
<br />T.O.B.
<br />EL. 116.0
<br />3•/
<br />FLUSH BRICK CURB BOTTOM
<br />(SEE ARCH. PLANS) EL. 114.0
<br />A SECTI❑N A
<br />C - 4 N,T•S.
<br />R
<br />EXIST.
<br />GRADE
<br />5'
<br />SEE PLAN VIEW
<br />FOR ELEVATIONS
<br />RETAINING WALL
<br />SEE STRUCTURAL
<br />PLAN FOR DETAILS
<br />- HIGH POINT
<br />EL. 120.0
<br />EXIST T.O. B.
<br />GRADE7
<br />EL. 113.0'
<br />BOTTOM FLUSH BRICK CURB
<br />(SEE ARCH. PLANS)
<br />SOD TO BE PEGGED
<br />ALONG BOTH SIDES
<br />OF DRIVEWAY TO
<br />BOTTOM OF POND
<br />B SECTI❑N B
<br />C-4 N.T.S.
<br />�- PROPOSED
<br />CONC. SLAB
<br />F.F. EL. 120.0' PASS THRU FUTURE BLDG.
<br />EL. 120.0' LOCATION
<br />PROPOSED
<br />FIRE STATION EXIST. FUTURE
<br />F.F. EL. 120.5' GRADE SIDEWALK FUTURE EXIST.
<br />PAVEMENT
<br />PAVEMENT
<br />DRIVEWAY
<br />24" MIRADRAIN
<br />SEE DETAIL
<br />5
<br />SECTI❑N C
<br />C-4 N.T.S.
<br />T.O.B. SIDEWALK
<br />EL. 1 13.0'
<br />BOTTOM
<br />EL. 1 1 1.0
<br />RETAINING WALL
<br />SEE STRUCTURAL 5'
<br />PLAN FOR DETAILS
<br />3.0' _ z
<br />_LA_
<br />EXIST.
<br />GRADE TO 120.1 ' GRADE 3: / 3,1
<br />AT BUILDING
<br />N� SEE PLAN VIEW
<br />0.5' MIN. FOR ELEVATIONS
<br />0.75'
<br />24" MIRADRAIN
<br />SEE DETAIL
<br />5
<br />D SECTI❑N D
<br />C - 4 N•T•S•
<br />6. 0'
<br />EXIST.
<br />EXIST. GRADE
<br />GRADE 3:1 3.1
<br />1.0' MIN.
<br />E SECTI❑N E
<br />C-4 N.T.S•
<br />�i
<br />126 Third A,va%m North, 8u1ts 102
<br />6afety Harbor, tlorrda 346W
<br />1 horm. (813) 125-m111 Fax: (813) 125-m205
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<br />no.
<br />revlslon /
<br />issue
<br />date
<br />1
<br />GENERAL REvISIONS
<br />12/SS
<br />2
<br />GENERAL REvISIONS
<br />02/99
<br />drawings
<br />PAVING, GRADING 4
<br />DRA INAGS FLAN
<br />project
<br />BG98- 21
<br />date
<br />SEPT- 15, 11Bw
<br />drawn
<br />RSB
<br />sheet
<br />S�4
<br />
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