HomeMy WebLinkAbout2011 - As- BuiltPROPOSED MITERS ON SAW -CUT EXISTING PAVEMENT
INV. = 19.9
15 L
eoNST. 6'x6' JUNCTION BOX
INV, = 18.47(N), 16.79(S), 17.00(W), BOT.=16.21 RIM ELEVATION=z21.2A' 21.72
PROPERTY OWNED BY: 32" RING ND COVER 2 LF 36" RCI
4 L.F 36" RCP 80.00• ROW as
SHILOH YOUTH RANCH INC. PRC)P: 6'x12' BAFFLE BOX MODEL NO. N BB -6-12-78 3� aa.
Y OTE F TO 'CD -2 FOR DETAILS OPEN -CUT A
RIM = 21.0, INV. = 17.0 (E&W), BOT. - 14.0 5 LF r�21.46' REPAIR TOC
CLEAN/REGRADE EXISTING " P 1 09'
DITCH AT 2:1 SLOPE NEW DITCH A STA. 2+32.95 ( 3.90' LT.) 14.88'r
REINFORCE PER TOP OF BANK 21.20 1r_18.03'�r 21 X2a.3 x21 8 i
DETAIL 1, SHEET CD-1.SURFACE WATER IMPACT-OONSTF.FDOT�T
z�!!!LI MAIM I INDEX#259
AREA = 1792 SQ FT Ao.o
02
M S 211 YNDEX 272
19" STA. +25.2 L J x .9 20.8 DI1
INSTALL TURBIDITY STA. 2+35.06 (15. PFo 'X
INV. 7.0 / �aoa % 'J ' 1111 A
1553 BARRIER STA ED ROCKS ..ce
/ nce !�.
M4 -X -X -X- --Y -Y-Y--v-� _ _ - r j r'
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job
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SEE SHEET G3 �____ ---�- __ -��> t' - --- - 1'� j W.
/
_______-- ___.yam W
15 9 FOR CROSS-SECTION �. Y, ---------------- -------- ---- ----- _ - _._•. _ - / r � Ml
6 +rte �. ,��1 I- /.
�-
19.78 FOR EXISTING DOWNSTREAM
1 ONSITE BENCHMARKCONDITIONS REFER TO nv� * -<��- CITY EASEMENT I' � - � f S.
TOP OF IRON PIPE. 1 114.15'
'1 +
O /ELEV. 20.35 0 EXISTING CONDITIONS �J-�•`' j 4 SA
4.15
' L "CUT HE�,JwALL JlJ(\ VL i �3HJ i{V C SF ' , / .�. i „{
SHtt l U-3 `d1 � � ELEV. 21. 5 S89'54 04 W 2+I 00 RIGHT OF ON ROL IN A 2 3 ' 34 a • , 20.5 IN;
found iron pipe _ 1 7 � l
OL iA) GE
no identificction 8 R C
R 12`6275.840 1 �j%f ` :� %.�;/�� 7
E 8 i 829.7439
/EIV'
A �-CL STr�. 21 4 _ _� (15.74' LT.) !f
{ 1 FD❑T MES, 2:1, INDLx 27C SrtABILILtLfi • v
f
INV _
- -- - -
^ 16.9
IGH T 0, � 1 11��/ _
n - ---.-x-\- x-x-x--x-x-x
fence -x -x -x -x -x -x. -x -x
fence 21.8 STA 2+33. 9
0.2 r
Z
tr \
'y nA38"x60" ERCP j
`I �1 2 21.3 REMOVE AND REINSTALL EX SIGN
22 .6 16. �
B 32" RING AND COVER
REFER TO ATTACHEDE fik TOpIEL: 19.00
B 8.5x11 SHEET FOR ((��
9.
CROSS-SEC,TI04 t 1'` - J 1 21.
C 1 ' SQA, 2+ 7.P7 (15,94' LT.) J x20.
f
t
Q eONST 8'x8' IVERSION STI U�I"U C s x 21; x 19.8
0 1, OP STFRGCTURE EL. 2 .00
y17,02(E), 17,00(W) OL
�0
1� 38"x60" ERCP r CD
UO 60 LF SIT"ENCHMARK - j
t NAIL & DISC IN PVMT
CONTROL A STA: 3+00 = 7a
STA. +17.60
CONTROL B STA: 3+75 N
O
30
25
20
15
NOTICE TO DRAWING HOLDER
DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
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2 II N ] N co
c�coII n n to EXISTING ? ti - ti co
�o Q ii0 QRIVEWAY w W o� r
04
PROPOSED END SECTION � N�J U) 00 Cl) Cl)� 10 z-,, o � � � dN+ H r
0 r 11 O r II I II J II
0 HBO F -M ♦vim O Q OQ Z
LL CO ? I I W II LL UU)) LL UU)) to
EXISTING GROUND / LL CO L- Of w III
ELEVATION
PROPORFn NEyv
DITCH FL
N""I �
FILL (\
FILL / I
II
- 20
FILL E*tING 12" I:CP\
�IBE_REMO' /ED
CUT AREA WEIR 38"x 60 ERCP 38"x 60" ERCP PROPOSED 18" ADS
I I�
\ /
PROPOSED 18" ADS
EXISTING 48" CPP EAST
BOX TURN POINT E. INV 17.=0
1+00 2+00 CONTROL LINE A 3+00 � o o a CONTROL LINE B 4+00
Wcn00
(POTOMAC) ' + + (ROSELAND)
U)
W Z CO II ® -
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-8004324770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
REVISIONS
DRAWING INFORMATION
NO. DATE BY DESCRIPTION
FILENAME: C488ASOF11-10
® N EE L=SC HAF FE R
POTOMAC AVENUE
DITCH IMPROVEMENTS
1 04-0309 LGM SJRWMD RAI NO. 1
SCALE. 1 20
SOLUTIONS YOU CAN BUILD UPON
2 08-14MDS PER SJRWMD RAI DATED MAY 19, 2009
-09
SURVEYED BY: DAVID JONES/MMRT
POTOMAC
AVENUE DITCH
3 02-25-10 LGM PER SJRWMD RAI DATED SEPT 10, 2009
DSGN: fTW DATE: 01-06-09
1201 19th Place, Suite A-100 Vero Beach,
4 11-11-10 LGM PER SJRWMD RAI DATED SEPT 21, 2010
DRWN: LGM DATE: 77-17-10
CHKD: F7W DATE: 11-11-10
Florida 32960 PH: (772) 770-4707
SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA
QA/QCw FlW DATE* 11 1 > 10
FAX: (77217 0-4640 CA00008556
I
_
i__-O� 16
rr 5' eu-rent
71�ment
mg
A
North
GRAPHIC SCALE
0 20
(IN FEET)
1 inch = 20 ft.
LEGEND
RNA EXISTING PAVEMENT
PAVEMENT TO BE CUT FOR
\� TRENCHING AND FEATURED
BACK TO MATCH EXISTING SURFACE
SURFACE WATER IMPACT
i
SF - SF SILT FENCE LOCATION
-0-0-o- TURBIDITY BARRIER
1 t AS -BUILT INF❑RMATI❑N CLOUDED
LEGEND
FILL AREA
\� CUT AREA
FRE
. EMBANKMENT/ROCK
r
L FRANK WATANABE, E.
FL. REG. NO. 66735
WORKING NUMBER:
00.07288.001
SHEET NUMBER:
C-4