HomeMy WebLinkAbout6.2-627 Record DrawingZONE R-1
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EXIST. FL
EL=369.44±
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REMOVE AND REPLACE EXISTING
CONCRETE CURB, GUTTER, SIDEWALK
AND PORTION OF EXISTING DRIVEWAY.
CONSTRUCT NEW DRIVEWAY APPROACH
PER COB STANDARD ST-4.1*MATCH
EXISTING GRADES AT CONNECTION '
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SIDEWALK CRACK REPAIR: �F
( REMOVE AND REPLACE A'
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PORTION OF EXISTING
M f- SIDEWALK ONLY. MATCH
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9, EXISTING GRADES AT - I €'k� € '`
CONNECTION POINTS E'�i ; , "ON
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EL=369.32± /♦,:.,
MATCH EXISTING
FINISH GRADE—
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REMOVE AND REPLACE EXISTING '�, -'fesI �`-- •��
CONCRETE CURB GUTTER AND pq
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' UIEWICIAL€
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SIDEWALK. CONSTRUCT NEW HANDICAP ;' �,,,,_:, I I E, Nu � U n ,
RAMP PER COB STANDARD ST -10. ,_ __ ...... _ _,_. �_ ..... .;.. ~; ...,,, _ €...r.,...,...,_
MATCH EXISTING GRADES AT
CONNECTION POINTS E.., �F`° jl-�
PROPOSED 16' DOUBLE
Is;� FFA LEAF DRIVE GATE
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STA 1 +00
PROPOSED FLUIDIZED
WATER INLET
TOP EL= 370.72
-PROPOSED
6" PVC A
DRAIN SEE
PROFILE _
CONSTRUCT
NEW 16'
DRIVEWAY S=9%
MAX
PROPOSED
6"
RETAINING CURB
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TYP BOTH
SIDES
STATION
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�,. �....,_ EL=369.19±,.......... ......_ „r9 ,. # .,,,.w Y �� .J. GEL 369.13
EL=369.15E # .I ..,..wf.
209-099
m ....... ........... . TO
SAWCUT AND REMOVE EXISTING
CONCRETE SIDEWALK, CURB AND GUTTER. SAWCUT AND REMOVE
CONSTRUCT NEW CONCRETE DRIVEWAY EXISTING PAVEMENT, PATCH
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PAVE PER COB STD. ST -11
��t�, 2�.5" BRASS DSK#N �.i.. �.,...,, k���,: .� ...w PER COB STD ST -4.1X -MATCH EXISTING 4 „
DROP
��� PAL � °u� �• `� ^^••._ GRADES AT CONNECTION POINTS CONSTRUCT NEW
^wk^ MANHOLE IN EXISTING SEWER
I .,. ,..,,,,,,_......_..
.. _�.; ;._ PER COB STD DETAIL SW -2
PER COB
WITH DRO INLET
.; 7 STD DETAIL SW -3
.............. ....._ ...,,,.., . • ..•.,.,, w,,,_ ......... ..... ....... ...... ..__, m ._ , , ��� � ._.......,,,,,,,,,. ._,_. ...... ......., _. .. _ M.M..._,..........� _ �•.•.. ....... ....... , � �.�. _.... ., _ �� ..
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' S 89'31 ' 16" E #" { .,._....._..M _.�.....
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STA 1+00 PROPOSED
FLUIDIZED WATER INLET
TOP EL=370.72
370
EXISTING CHAIN
LINK FENCE—
TOP OF
RETAINING CURB-\
MATCH EXISTING
FINISH GRADE
EXISTING GRAVEL
YARD SURFACE--\
:,,,,,,.........,...�..�..........................«».-„,,,,^..,.... •Hyl,
aye
APPROXIMATE FINISH GRADE
AT PROPOSED DRIVEWAY
EXISTING CONCRETE
R CURB, GUTTER AND
SIDEWALK
STA 1+54.33 CONSTRUCT NEW 48”
DROP MANHOLE IN EXISTING
10 -INCH SEWER PER COB STD
DETAIL SW -2 WITH DROP INLET PER
COB STD DETAIL SW -3
TOP EL=369.4±
VAPOR BARRIER EXISTING
WATER MAIN
6" SDR 35 PVC DRAIN
"::::;::_S=(-)0.010 �..�== .t
`- INV OUT 6" DRAIN INV
EL=364.23 EL @ DROP
=363.73
A 8" PVC DRAIN PROFILE
SCALE: HORIZ. 1" = 10'-0" 6" DRAIN INV
VERT. 1 " = 5'-0" EL=358.35—
EXISTING AC
PAVEMENT
(PACHECO ROAD)
NOTE:
1. MAINTAIN 1'-0" CLEARANCE
BETWEEN EXISTING WATER LINE
AND NEW 6" PVC DRAIN LINE.
2. VERIFY LOCATION AND ELEVATION
OF EXISTING SEWER PRIOR TO
CONSTRUCTION
EXISTING 10" SEWER
INV EL =357.98
ZONE R-3
RW
GRAPHIC SCALE
10 0 5 10
FEET
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_ Or Drawir%q"
Q�OFESS/��
sq �\�
/ i No. 48;WO
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NOTE:
ALL WORK WITHIN THE COB RIGHT-OF-WAY
SHALL BE IN ACCORDANCE WITH ADOPTED
COB STANDARDS AND THE PROVISIONS OF
COB STREET AND/OR ENCROACHMENT
PERMITS.
FLUIDIZING WATER DISCHARGE
TIMING
PEAK FLOW
TOTAL VOLUME
ONE TO TWO
>a
DAYS PER
100 gpm
30,000 Gal
YEAR
SCl wnc
ENGINEERING
DEPARTMENT
REVISIONS:
AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www. aecom . com
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3
DATs: IIIIT.
DISTR0OMON❑
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El
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STATION
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PLAT SHEET NO.:
SCALE:
1" = 10'-0"
otO
DRAWN BY:
VENE
DESIGNED BY:
CHECKED BY:
DATE:
APPROVED BY:
DATE:
AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www. aecom . com
y
3
DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
C-02
SHT 2 OF 2
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DISTRICT:
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DATE:
PROJECT ID.:
DRAWING NO.:
C-02
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