HomeMy WebLinkAboutLPA92-00005 Creekside Plan Sheet 7 of 7Fil
SCALE: 1" s 20'
CONTOUR INTERVAL= 2'
SSTALL EMERGENCY
ILLWAY, \PER DETAIL
ON SHEET '8
EL\ = 91.0
CB
#6 -2X, TYPE
T.G.
= 76.0
I.E.
= 71.0
W/
BEEHIVE GRATE
LINE FL WITH
ROCK RIP —RAP
L' 77.0 ✓/
• • ex
1 r:
INSTALL RIP \, AP 6' 0�� ..........................:.
WIDE%\ AS SHOWN •�
FL v.O
............
FLT = 100.0 4�_
X.
9, ,
-- •- _,.�
— INSTALL TRASH
RACK
O
LE = 88.0
INSTALL V —DITCH
DETAIL SH 6
PER AI T hhr
E � �•. r POND BOTTOM
` - EL. = 88.0
�1-
8 „0
SQ • i V .er raw'
SSE SECTION B —B
ON SHEET 6
�-I'NSTALL RIP -•f4AP
I . E . = 8 8 .
0...
.....
•
rrr.. .........•
„rrr ............... � ;
.....rrrr
CB,-#B-3, TYPE
T.G. = 95.0
INSTALL RIP —RAP I.E. = 90.0
TO POND BOTTOM W/ SOLID LID
FL = 92.0
"rr
2
� 84
F:, 1.2"•0
4.007
112 L.F., 18 "0
S = 18.75% —
INSTALL FILTER FABRIC
FENCE PER DE"IAIL ON
SHEET #9
CB
#B -2. TYPE
T.G.
= 52.0
I.E.
= 47.0
W/
SOLID LID
140 L•:F., 18 "0
= 76.0
rrrrrr r rrrr r
1— ..................... .........
,, , r,, r,,,r,rrrr��rrr.rrrrrrrrrrrr,,,
.,,...,..rrrr , :� ...
...............................
�[ /yr
. .............
/
INSTALL`
ME
„..... ...............................
rrr „rr,r r r
.... '` ,,,r.r,,,rr..........I
.,rrrr ..........
"r .....
r'
EL. = 83.0 ........
INSTALL I P.: --RA('
r..rrr,,r
I.E. _ ....8. 0
rrrr.. ....•..
..•....•.......... .... ,rrr, .....
:... I.
............ .,....• ............. ,...: •� ` .
,.rrrrrr, .......•..
"•
.
20 L.F., 18..i ..
rrrr .... .•........ .,•,.:
S = 30.•00 „rrr ”
_ ,.rrrr ... ... .....
..: ,.•.. ............................
...................... • .• rt .r
rr .............. rr,
/• i :
. :
�'•• �� "' " °' r
„rrr....
.." ,T
CS #B, TYPE II, 54'0
RIM = 92.0
I.E. = 88.0
SEE SHT. 8 FO DETAIL
r�r rrrr "" � : ; ;
...............
I
.............. .....
........
j.;
f• 1• fI. .a F: •:
INSTA�l V,�DIT,CH�
ftR / /DETAIL ,SHT/ 6
CB #B -4, TYPE
r..
T.G. = 127.0
I.E. = 122.0 r
W/ SOLID LID
:........................
CB #B -5, TYPE I
T.G. = 142.0 .........
I.E. = 137.0
W/ GRATE INLET rrr „..,..rrrr rr,......,rrrr,rrr rrr,,
m
CB #B -1, TYPE I
T.G. = 30.0
I.E. = 26.0
W/ SOLID LID
108 L.F., 18 "0
S = 19.44% —
:t
• r
. f
=.
r rr,r.rrrrrrr��rrrrrr�rrrrrrrr,
r
4
=`0. 7
37 L.F., 6 FLEX PIPE FOR ,,..:...``..
LOT 30 ROOF DOWNSPOUT:
AND YARD DRAIN : ..
INSTALL RIP —RAP
I.E. = 11.0
S
tn
PHASING NOTE:
THIS PROJECT TO BE CONSTRUCTED IN TWO
PHASES. SEE PLANS FOR PHASING BREAK LINES
T.E.S.C. NOTE.
,r
h,
_f :r
CUT OFF INTERCEPTOR SWALES,SRAW DITCH
ES, SEDIMENTATION
MS,
.............. ..............................: NECESSARY
BARRIERS AND FILTER FABRIC FENCES AS NECESS
1 TO PREVENT EROSION & SEDIMENTATION DAMAGE.
,
40 L.F., 6" FLEX PIPE FOR`,
err .r,r.rrr ,.,� ,�.._..�..w.
.+ r,�rr rrr �
�� �
LOT 29 ROOF DOWNSPOUT \
' �` JJJ111 AND YARD DRAIN'` WARNING:.
......... . .... ` THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 -424- -5555.
REVISIONS
NO, DESCRIPTION /DATE BY
S.
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JOB NO.: 625 -03 -940
DWG. NAME: DET -2
DESIGNED BY: JSC
DRAWN BY: JMM
CHECKED BY:
DATE: 1 -19 -95
DATE OF
PRINT:
7 OF 9 SHEETS