HomeMy WebLinkAbout5.2-11779 Record DrawingsPROPOSED LEGEND
101.
PROPOSED SANITARY SEWER MANHOLE
p
PROPOSED SANITARY SEWER CLEANOUT
0
PROPOSED STORM DRAIN MANHOLE
1
®'
PROPOSED STORM DRAIN CURB INLET
FM_1
PROPOSED STORM DRAIN CATCH BASIN
r
1
PROPOSED FIRE HYDRANT
N
PROPOSED WATER VALVE
—°—
PROPOSED SINGLE POLE SIGN
103
C.O.B. STREET LIGHT
1 IN
. t.
PROPOSED CONCRETE
SS
PROPOSED SANITARY SEWER LINE
SD
PROPOSED STORM DRAIN LINE
W
PROPOSED WATER LINE
1363
PROPOSED DRY UTILITY TRENCH q-
BP
PROPOSED BURIED POWER LINE
UG
PROPOSED BURIED GAS LINE
fo - -
FIBER OPTIC LINE
- -
PROPERTY LINE / RIGHT -OF -WAY
- - — - - —
PROPOSED PARCEL LINE
245
PROPOSED L
UMINAIRE
110
PROPOSED STANDARD CURB
1
PROPOSED STANDARD CURB
k4
95 y
r a s
r �
PROPOSED TYPE W CURB & GUTTER
- -
RIGHT OF WAY
EASEMENT
— — — — —
BUILDING SETBACK
QUANTITIES TABLE
Item No.
Description
Quantity
Unit
SEWER COVER SHEET
Sanitary Sewer Improvements
PANAMA LN. -SEWER PLAN &PROFILE
SD5.2
101
48" Diameter Manhole: 13-16' Deep
3
EA
102
48" Diameter Manhole: 9' -12' Deep
2
EA
103
48" Diameter Manhole: 6' -8' Deep
2
EA
104
10" SDR 35 PVC
613
LF
105
12" SDR 35 PVC
1363
LF
106
Connect to Existing Manhole
2
EA
107
1211 x 6" Wye
5
EA
108
6" Sewer Service Lateral
245
LF
QUANTITIES TABLE
Item No.
Description
Quantity
Unit
SEWER COVER SHEET
Storm Drain Improvements
PANAMA LN. -SEWER PLAN &PROFILE
SD5.2
101
36" X 36" Junction Box
2
EA
102
48" x 48" Junction Box
2
EA
103
Type 'A Catch basin
2
EA
104
36" CLASS 3 RCP -RGP
278
LF
105
24" CLASS 3 RCP -RGP
398
LF
106
18" CLASS 3 RCP -RGP
46
LF
108
Sump Fencing
670
LF
109
Sump Outlet
1
LF
110
Sump Gate
1
LF
•
t/� O FOODS
STORE NO. 119
6801 PANAMA LANE
BA RSFIEL CALIFORNIA
PARCEL # 53901023
PARCEL MAP # 11779.
CONSTRUCTION DOCUMENTS
SEWER &STORM DRAIN
1. 24 HOUR INSPECTION NOTICE -PRIOR TO THE START OF ANY
PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS
NOTICE. THE SECTION MAY BE NOTIFIED AT (661)326 -3049.
2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE
THE RESPONSIBILITY OF THE
DEVELOPER /SUBDIVIDER/CONTRACTOR. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY
THE CITY ENGINEER.
3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO
(2) WORKING DAYS PRIOR TO CONSTRUCTION.
(1- 800 - 642 -2444)
STANDARD NOTES
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY
OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK
PERFORMED WITHIN EXISTING ACCEPTED STREET
RIGHT -OF -WAY. UNLESS SECURED BY AN IMPROVEMENT
AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON
AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN THE RIGHT -OF -WAY SHALL BE POSTED
PRIOR TO ISSUANCE OF THE PERMIT.
BENCH MARK
DH6652 (HOSKING) 375.00' NAVD88
MONUMENT IS A CSRC 3-INCH ALUMINUM DISK LOCATED AT THE
EAST END OF NORTH PEDESTRIAN WALKWAY OF THE HOSKING
ROAD OVERPASS OF CALIFORNIA HIGHWAY 99.
BASIS OF BEARING
THE BEARING OF SOUTH 88 057'25" EAST SHOWN AS THE NORTH
LINE OF NORTHEAST QUARTER OF SECTION 28 TOWNSHIP 30
SOUTH RANGE 27 EAST, M. D. B. & M., PER LOT LINE ADJUSTMENT
#06 -2270, AS EVIDENCED BY CERTIFICATE OF COMPLIANCE
RECORDED AS DOCUMENT NO. 0207238228 OF O.R. OF KERN
COUNTY, DATED DECEMBER 4, 2007, WAS USED AS THE BASIS OF
BEARINGS SHOWN HEREON.
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T 11, WELS OK
{ 46765 09. U6/3- 15
CONNECTION SEAL TO PVC LINED SEWERLINE OR MANHOLE
1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER
THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE.. THE
CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM
DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER.
2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE
CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT HE CORED
HOLE SHALL BE CLEANED PER THE PLASTIC LINER
MANUFACTURER'S RECOMMENDATION. THE END OF THE
CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA
449/203 PRIMER AND SIKA FLEX IA SEALANT OR AN APPROVED
EQUAL.
3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE
OUTSIDE WALL OF THE CONNECTION.
4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED
FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S
RECOMMENDATION.
5. THE CONNECTING LINE SHALL BE CENTERED IN THE CORED HOLE
AND PLACED SO IT IS FLUSH WITH THE INSIDE OF THE WALL OF THE
RCP.
6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY
AMERON, INC. OR AN APPROVED EQUAL APPROVED BY THE CITY
ENGINEER.
STANDARD DRAWINGS
SW -1
SHEET INDEX
SW -2
SD5
SEWER COVER SHEET
SD5.1
PANAMA LN. -SEWER PLAN &PROFILE
SD5.2
PANAMA LN. -SEWER PLAN &PROFILE
SD5.3
CACTUS PATCH DR. -SEWER PLAN &PROFILE
SD5.4
ASHE RD. & WINCO SEWER SERVICE PLAN &PROFILE
SD5.5
CACTUS PATCH DRIVE STORM DRAIN PLAN &PROFILE
TEMPORARY DRAINAGE BASIN
SPECIAL NOTES
CHAIN LINK FENCE
1. 24 HOUR INSPECTION NOTICE -PRIOR TO THE START OF ANY
PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS
NOTICE. THE SECTION MAY BE NOTIFIED AT (661)326 -3049.
2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE
THE RESPONSIBILITY OF THE
DEVELOPER /SUBDIVIDER/CONTRACTOR. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY
THE CITY ENGINEER.
3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO
(2) WORKING DAYS PRIOR TO CONSTRUCTION.
(1- 800 - 642 -2444)
STANDARD NOTES
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY
OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK
PERFORMED WITHIN EXISTING ACCEPTED STREET
RIGHT -OF -WAY. UNLESS SECURED BY AN IMPROVEMENT
AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON
AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN THE RIGHT -OF -WAY SHALL BE POSTED
PRIOR TO ISSUANCE OF THE PERMIT.
BENCH MARK
DH6652 (HOSKING) 375.00' NAVD88
MONUMENT IS A CSRC 3-INCH ALUMINUM DISK LOCATED AT THE
EAST END OF NORTH PEDESTRIAN WALKWAY OF THE HOSKING
ROAD OVERPASS OF CALIFORNIA HIGHWAY 99.
BASIS OF BEARING
THE BEARING OF SOUTH 88 057'25" EAST SHOWN AS THE NORTH
LINE OF NORTHEAST QUARTER OF SECTION 28 TOWNSHIP 30
SOUTH RANGE 27 EAST, M. D. B. & M., PER LOT LINE ADJUSTMENT
#06 -2270, AS EVIDENCED BY CERTIFICATE OF COMPLIANCE
RECORDED AS DOCUMENT NO. 0207238228 OF O.R. OF KERN
COUNTY, DATED DECEMBER 4, 2007, WAS USED AS THE BASIS OF
BEARINGS SHOWN HEREON.
A w�N,�.
T 11, WELS OK
{ 46765 09. U6/3- 15
CONNECTION SEAL TO PVC LINED SEWERLINE OR MANHOLE
1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER
THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE.. THE
CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM
DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER.
2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE
CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT HE CORED
HOLE SHALL BE CLEANED PER THE PLASTIC LINER
MANUFACTURER'S RECOMMENDATION. THE END OF THE
CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA
449/203 PRIMER AND SIKA FLEX IA SEALANT OR AN APPROVED
EQUAL.
3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE
OUTSIDE WALL OF THE CONNECTION.
4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED
FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S
RECOMMENDATION.
5. THE CONNECTING LINE SHALL BE CENTERED IN THE CORED HOLE
AND PLACED SO IT IS FLUSH WITH THE INSIDE OF THE WALL OF THE
RCP.
6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY
AMERON, INC. OR AN APPROVED EQUAL APPROVED BY THE CITY
ENGINEER.
STANDARD DRAWINGS
SW -1
SEWER LATERAL MARKER
SW -2
MANHOLE TYPE 'A'
SW -5
STANDARD EIGHT -INCH CLEANOUT
SW -6
FRAMES AND COVERS FOR MANHOLES AND CLEANOUTS
SW -7
SEWER PIPE CONNECTION
SW -13
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
D -9
DRAINAGE BASIN OUTLET STRUCTURE
D -11
TEMPORARY DRAINAGE BASIN
D -12
CHAIN LINK FENCE
D -13
CHAIN LINK GATES
D -14
TYPE 'A' CATCH BASIN
D -16
STANDARD JUNCTION BOX
SW -2
TYPE 'A' MANHOLE
SW -4
FRAMES AND COVERS FOR MANHOLES AND CLEANOUTS
D -18
STANDARD PIPE SADDLE
sr
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r
SPRING
CREEK
LOOP
HARRIS ROAD
�r
.� RELIANCE
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PROJECT .
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LOCATION
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VICINITY MAP - NORTH-
REVIEWED:
KEY MAP
1
KEY MAP NOTES:
1. SEE SD5.3 FOR CACTUS PATCH DRIVE SEWER PLAN &PROFILE
2. SEE SD5.5 FOR CACTUS PATCH DRIVE STORM DRAIN PLAN &PROFILE
ASSISTANT PUBLIC WORKS DIRECTOR
DATE
APPROVED:
PAUL M. ROJAS - PUBLIC WORKS DIRECTOR DATE
R.C.E. #39880 EXP. 12/31/2013
ENGINEER'S CERTIFICATE
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD
ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL
CALCULATIONS AND DRAWINGS ON THESE PLANS AND ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE
ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
(NAME) % SCOTT A. NELSON
R.C.E.# 46765 EXP. 06/30/13
DATE
REVISIONS
ARCH. PROJECT NO.
WIN 119NEW
DRAWN
RI, MP, JG
CHECKED
CM, SN
SUBMITTAL DATES
02/27/13 05/09/13
06/24/13
OTB DATE
04/19/13
CRITERIA SET 97KW -CR22
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No.46765
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SHEET TITLE
SEWER &
STORM DRAIN
COVER
SHEET
SHEET
SD5
,; a -1775
PANAMA LANE CL
45 +00 46 +00 '47 +00 48 +00 49 +00 50 +00
N
APPROX. JOINT TRENC
LOCATION. COORDINATE
N — PANAMA LANE
Q � � W/ PG &E. con
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MH -2 � SS ss
2 2 2 ss
11.4 MH -1 SS ss
W ss SS ss
17.5'1 22.1 SS SS
SS SS SS S SS SS SS SS SS SS SS
S %
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R/W PER 11.5 ,\ _ R/W PER s
GR. ELEV. 360.4 8
\ 13
FINAL I 10 P.U.E. \ 3�
FINAL = INV. ELEV. _ .:
3 GR. ELEV. 3 60.1 PARCEL 3 _ t :
PARCEL _ GR. ELEV. — 360.8'
\
INV. ELEV. — 3 54.1 W
MAP MAP INV . ELEV. = 3. ;
4
PARCEL d --r y
PARCEL 5 PARCEL 6
STA 4—
STA
P AMA L NE-- SANITARY SEWER PL
N
NORTH
1 " 30'
370
•i
ftLE
362
360
358
356
354
352
350
348
346
344
343
C OR D t�RRWINCr
--� w- -
Sccrr"T�SOk., RCS.. 46,6165 EXP, D6/3V/15
3124 F4
DATE
� CONTRACTOR TO VERIFY ELEVATION
OF EXISTING SEWER STUB BEFORE
PROCEEDING WITH BALANCE OF
SEWER TRENCHING.
EX MH -1
KEYED NOTES
N 3�0 1. INSTALL 48" DIA. MANHOLE, RE: SD9.3 - 2 & 4 [SW-29 6]
low
2. INSTALL 12" X 6" WYE, RE: SD9.3 - 5 [SW -7]
3. SEWER LATERAL MARKER, RE: SD9.3 - 1 [SW -1]
4. REMOVE PLUG AND CONNECT TO EXISTING 12"
SEWER STUB
5. INSTALL 41 LF OF 6" SDR 35 PVC
6. INSTALL 31 LF OF 6" SDR 35 PVC
7. INSTALL 44 LF OF 6" SDR 35 PVC
8. NEW 16" WATER LINE, RE: SD6 SERIES
...... ............. .............................._
.... ..... ...... ............ . Ow ... ............ ...... .�. ...... ...... ............ ...... N '
NOTE: STATIONING IS -BASED ON PANAMA LN. CL .. N � w � 4
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�-4 00 00 d-
00 + M • • 00 `O M E-+
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� M M PROPOSED GRADE � � � ' • � N � Q `r'• `Y'• W �1
�Z �o
EXISTING GRADE `o _ _
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4 +
`O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '—' Q �' M W
. . . . \.
PROPOSED GRADE
@ SEWER CL
EXISTING FIBER
OPTIC LINES.
PROVIDE PROTECTION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
................. I;.....
DURING TRENCHING PROCESS.
. . . . .
. . . . . . . . . . . . . . . . I.
:. :. :. . . . . .:. ; . :. . . . . . . . ... . . . . . ... . . . . ... . . . . . ... . . . . ... . . . . ... . . ... . . . . . ... . . . . ... . . . . . :. . . :. . . . . . . . . . . . . . . . . . .• . . . . i . •. . . . .
EXISTING MANHOLE'
IS PVC LINED,
398 LF :OF 12" SDR 315 PVC- 0.20%. :
. . . . . . 304 LF 0F.-1.2 SDR. 3.5 PVC 0.20% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
- -
.253 LF OF 12" SDR-35 PVC @ @ . 020°
. . . . . /o I I
. II .
EG @ ROAD
FG @ ROAD CL : - .. .. ... .. .. . • . .. .. ... .. .. .
00
kn N cr? O O O \O O O O a
N 1 IC IC M M M M M M M M M M M M M M M
44 +uu 44 +SU 45 +U0 45 +50 46 +00 46 +50 47 +00 47 +50 48 +00 48 +50 49 +00 49 +50 50 +00
STA 43 +50 - STA 50 +18
PANAMAL E SEWER PROFILE
l" 30' HORIZ.
1" 3' VERT.
370
366
364
362
360
�Cm•�
356
354
352
350
G� •
344
343
NOTE:
1. WYE FITTINGS SHALL BE IN -LINE TYPE AND SHALL BE
USED FOR ALL LATERAL CONNECTIONS AND SHALL BE
ROTATED A MINIMUM OF 230 TO A MAXIMUM OF 600
ABOVE THE HORIZONTAL PLANE RUNNING THROUGH
THE CENTERLINE OF THE MAIN.
2. THE MINIMUM SLOPE, FORA 6" SERVICE LATERAL IS I%.
3. COVER FOR SEWER LATERALS SHOULD BE BETWEEN 4.5'
- 7' @THE PROPERTY LINE AND A MINIMUM OF 2.5' @
THE GUTTER FLOW LINE.
4. AN'S'SHALL BE MARKED ON THE CURB AT ALL
LATERAL LOCATIONS. SEE ROAD PLANS (SD8 SERIES).
5. COORDINATE W/ AT &T FOR THE FIBER OPTIC LINE
CROSSING. LOCATION IS APPROXIMATE.
CALL THE UNDERGROUND SERVICE
ALERT AT 1- 800 - 642 -2444, FORTY -EIGHT
(48) HOURS BEFORE YOU DIG FOR
LOCATION OF ALL UNDERGROUND
UTILITIES.
A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON
WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST
USING `AN AVAILABLE ONE -CALL NOTIFICATION SYSTEM TO
DETER)IINE LOCATIONS OF UNDERGROUND FACILITIES; OR
WITHOUT HEEDING LOCATION INFORMATION OR MARKINGS
AND SUBSEQUENTLY DAMAGES A PIPELINE FACILITY SHALL BE
SUBJECT TO A FINE, IMPRISONMENT, OR BOTH. THE LAW ALSO
STATES THAT OSHA MAY BE NOTIFIED OF ANY ACCIDENT
CAUSED BY AN EXCAVATOR.
REVISIONS
ARCH. PROJECT NO.
WIN119NEW
DRAWN
RI, MP, JG
CHECKED
CM, SN
SUBMITTAL DATES
02/27/13 05/09/13
06/24/13
OTB DATE
04/19/13
CRITERIA SET 97KW -CR22
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SHEET TITLE
PANAMA
LANE
SEWER PLAN
& PROFILE
SHEET
SD501
s,
6 3s +oo
39 +00
8 I L 11 1 1 V V -In. -9. � i i- ___ N v i i
MH -4 LOCATION. COOR DINATE PANAMA LANE
fo fo o , f 0 fo
1 .9
ss -s ss ss ss ss ss ss ss ss ss ss ss ss s
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T �G` W W W ,
i
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M R/W PER 4 s
FINAL
10' P.U.E. 7
F.____ w...._... .w_.._.___v._....w......_w..._f
.. 11.7 3
a- wh
L��+� - PARCEL
MAP GR. ELEV. 3.
k PARCEL 2
.: INV. ELEV.
STA
36+88 - STA
PANAMA
LANE
SANITARY SEWER P
1 30
NORTH
364
00%
360
358
356
354
352
350
Erg
344
ORID T3RawWG
SGaTr'
A CAP 6 w20f, 5
3 24 I ar
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C. � NOTE: STATIONING IS BASED ON PANAMA LN. �> �. rW . ° M ;-; . c�*�:.� �. .
W r� �con
> . . . . . . . . . ... . . . . . . . . ... . . . . . ... . . . .
PROP+OSED: GRADE @ � ° M
`r'• EXISTING GRADE @ CL r' Q � .. W W -- — — -- --
�,c kn P4 F-ol I > >
> > >
dC- � - - - - - - - -- -- . - -
PROPOSED. GRADE
@ SEWER 9.
t II I I 1.1 T
................ . . .
. . . . . . .
KEYED NOTES
. . .
DRAWN
RI, MP, JG
.398 LF'OF 12"
SDR 35. PVC @.0.20%
....
INSTALL 48" DIA. MANHOLE, RE: SD9.3 - 2 & 4 [SW -2, 6]
Q1.
06/24/13
�
2.
INSTALL 12" X 6" WYE, RE: SD9.3 - 5 [SW -7]
W
3.
SEWER LATERAL MARKER, RE: SD9.3 - 1 [SW -1]
ow
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.............
4.
INSTALL 42 LF OF 6 "SDR 35 PVC
10 LF OF 12" SDR 35 PVC
5.
INSTALL 30 LF OF 6" SDR 35 PVC
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SAW -CUT EDGE
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7.
NEW 16" WATER LINE, RE: SD6 SERIES
8.
INSTALL 10 LF OF 12" SDR 35 PVC AND CAP END
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W r� �con
> . . . . . . . . . ... . . . . . . . . ... . . . . . ... . . . .
PROP+OSED: GRADE @ � ° M
`r'• EXISTING GRADE @ CL r' Q � .. W W -- — — -- --
�,c kn P4 F-ol I > >
> > >
dC- � - - - - - - - -- -- . - -
PROPOSED. GRADE
@ SEWER 9.
t II I I 1.1 T
................ . . .
. . . . . . .
. . . . . .
. . .
DRAWN
RI, MP, JG
.398 LF'OF 12"
SDR 35. PVC @.0.20%
....
........................................
05/09/13
06/24/13
OTB DATE
04/19/13
.... MO!,
.......
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10 LF OF 12" SDR 35 PVC
0.20%
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398 LF OF 12"
SDR 35 PVC
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0.20%
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SHEET TITLE
PANAMA
LANE
FG@ ROAD
& PROFILE
SHEET
SD5*2
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`p
r--+
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d
Cif
(7;
p
cT
c�
00
O
O
O
O
O
O
O
O
O
O
O
p
O
O
O
p
O
O
O
p
O
O
p
IC
p
O
O
p
p O
O
O
p
O
O
O
O
kn
M
M
M
M
M M
M
M
M
M
M
M
M
�lc
11c
M
M
M
M
M
M
M
M
M
M
M
M
M
M M
M
M
M
M
M
M
M
M
M M
M M
M
M
M
M
M
M
M
M
M
M
/%
/
37 +00
37 +50
38 +00
38 +50
39 +00
39 +50
40 +00
40 +50
41 +00
STA 36 +88 - STA 43 +50
PANAMA LANE - SANITARY SEWER PROFILE
1 " 30' HORIZ.
1 " 3' VERT.
41+50
4Z +UU
42+.)U
4J +-UU
366
364
362
360
358
356
354
352
350
348
346
344
43+Ju
NOTE:
1. WYE FITTINGS SHALL BE IN -LINE TYPE AND SHALL BE
USED FOR ALL LATERAL CONNECTIONS AND SHALL BE
ROTATED A MINIMUM OF 230 TO A MAXIMUM OF 600
ABOVE THE HORIZONTAL PLANE RUNNING THROUGH
THE CENTERLINE OF THE MAIN.
2. THE MINIMUM SLOPE FORA 6" SERVICE LATERAL IS 1
3. COVER FOR SEWER LATERALS SHOULD BE BETWEEN 4.5'
- 7' @ THE PROPERTY LINE AND A MINIMUM OF 2.5' @
THE GUTTER FLOW LINE.
4. AN 'S' SHALL BE MARKED ON THE CURB AT ALL
LATERAL LOCATIONS. SEE ROAD PLANS (SD8 SERIES).
CALL THE UNDERGROUND SERVICE
ALERT AT 1- 800 - 642 -2444, FORTY -EIGHT
(48) HOURS BEFORE YOU DIG FOR
LOCATION OF ALL UNDERGROUND
UTILITIES.
A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON
WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST
USING AN AVAILABLE ONE -CALL NOTIFICATION SYSTEM TO
DETERMINE LOCATIONS OF UNDERGROUND FACILITIES; OR
WITHOUT HEEDING LOCATION INFORMATION OR MARKINGS
AND SUBSEQUENTLY DAMAGES A PIPELINE FACILITY SHALL BE
SUBJECT TO A FINE, IMPRISONMENT, OR BOTH. THE LAW ALSO
STATES THAT OSHA MAY BE NOTIFIED OF ANY ACCIDENT
CAUSED BY AN EXCAVATOR.
REVISIONS
ARCH. PROJECT NO.
WIN 119NEW
DRAWN
RI, MP, JG
CHECKED
CM, SN
SUBMITTAL DATES
02/27/13
05/09/13
06/24/13
OTB DATE
04/19/13
CRITERIA SET 97KW -CR22
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No.46765
E 620
,
F
CIV
OF CALF
O
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SHEET TITLE
PANAMA
LANE
SEWER PLAN
& PROFILE
SHEET
SD5*2
b
MAIN
%6!
364
362
360
358
356
354
352
350
346
344
D S;
APPROX. JOINT TRENCH
R/W DEDICATED TO LOCATION. COORDINATE •
CITY PER DOC. # W/ PG &E.
.. At
1
•
R/W
MH -7 MH -6 6 MH_5 5 , :a
• O 14
•
e.
' � S C CC S C S C S C CC I C S S S S S C S CC CC S S C S CC ISIS SS SS SS SS SS
7 F ,,...
SS f.
15 +00 _ 16 +00 1 _ d 17 +00 18 +00 19 +00 20 +0 :
sal 1 0 1+ 0 r
-4 N + �- �
N
CACTUS PATCH DRIVE 6
SD P SD SD SD SD SD _ SD SD SD SD SD SD SD SD SD SD CACTUS PATCH DRIVE C
MAP
00 MAP BOUNDARY •
BOUNDARY r d •
VT T
d N
a5 aF
Q
a r _
r yy dd ikA v •
r R/W s • T/
_T
• O
YV VV W VV • • rn i i I ' I I rn1
STA 1- 21+00
d
CACTUS PATCH DRIVE -
ITARY SEWER P
N
1 30
lZEGt7KD A WING
S
4coolI 46016s 10c p 4 -ov10fJ5
3 zo t4
. N
. Q _ ' W
00 M
00 00
O • • ,� O �r • M
NOTE: STATIONING IS BASED ON THE CACTUS PATCH DRIVE CL �.., oc • • . .
.. M ^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
•, ^ M .. II
10 con
_tI w \%.../
oo ►� PROPOSED GRADE @ rL °° O V
H . . . . . . . . . . . . . .
. • . . . . . . . M
• • • • W W EXISTING GRADE � M _
��
- � > > � � M W I Q •• W W � � -._
a . _ _ _.. . _ _ v� ' _ __.__ _ � . _•�_ _ ,.. W.n._ _ _,._ _ d
. . . . . . . . . . . . . . . . . . . . ._:
. . . . . . . . . . . . • . . . . . . . . . _
PROPOSED GRADE
N
. . . . Z
_
1S SD •
INV 3 51.92
. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . O
9
A` ...... SDR`35PVCA'0'.25% M
..........
310 LF OF 10" SDR 35 PVC . 0 0
.25 /0
LF OF 10 PVC Pipe @ 0.25% 177 LF OF 10" � o
SDR 35 PVC 0.25 /o
...... ....... ............ ....... ............ ....... ............ ....... ............ ....... ............ ........ .......... .
EG @ ROAD :
FG @ ROAD IrL
00 00 00 00 00 00 00 01 d1 d1 d1 ,d C1 OMO 0 O � 00 00 .-� N V) r-+ M r-+ N M N M M M 0�0 M M M M 00 t r r_� o0 00 00 06 06 00 06 06 00 00
k kn to � kn to V) V) � � � to k to � to to � V kn kn 00 00 00 06 Op 00 06 06 c1
Mkr) kn
M M M M M M M M M M M M M M M M M M M M M M M M M M M M
1j)+UU 1.)+.)U 16 +00 16+50 17 +00 17+50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00
STA 14 +82 - 21 +00
CACTUS PATCH DRIVE - SANITARY SEWER PROFILE
1" 30' HORIZ.
1" 3' VERT.
366
364
362
360
358
356
354
352
350
G�
KEYED NOTES
1. INSTALL 48" DIA. MANHOLE, RE: SD9.3 - 2 & 4 [SW-2,6]
2. INSTALL 6" CLEANOUT, RE: SD10.4 - 3 & 4 [SW-5,6]
3. GREASE INTERCEPTOR, RE: P 1
4. 116 LF OF 6" SDR 35PVC, RE: SD5.4
5. NEW WATER LINE, RE: SD6 SERIES
6. NEW STORM DRAIN, RE: SD7 SERIES
7. PANAMA LANE SANITARY SEWER LINE, RE: SD5.2
8. INSTALL 10 LF OF 10" SDR 35 PVC AND CAP END
9. INSTALL PIPE SADDLE, RE: C.O.B. STD. DETAIL D -18
NOTE:
1. WYE FITTINGS SHALL BE IN-LINE TYPE AND SHALL BE
USED FOR ALL LATERAL CONNECTIONS AND SHALL BE
ROTATED A MINIMUM OF 230 TO A MAXIMUM OF 600
ABOVE THE HORIZONTAL PLANE RUNNING THROUGH
THE CENTERLINE OF THE MAIN.
2. THE MINIMUM SLOPE FORA 6" SERVICE LATERAL IS 1
3. COVER FOR SEWER LATERALS SHOULD BE BETWEEN 4.5'
- 7' g THE PROPERTY LINE AND A MINIMUM OF 2.5' @
THE GUTTER FLOW LINE.
4. AN 'S' SHALL BE MARKED ON THE CURB AT ALL
LATERAL LOCATIONS. SEE ROAD PLANS (SD8 SERIES).
CALL THE UNDERGROUND SERVICE
ALERT AT 1- 800 - 642 -2444, FORTY -EIGHT
(48) HOURS BEFORE YOU DIG FOR
LOCATION OF ALL UNDERGROUND
UTILITIES.
A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON
WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST
USING AN AVAILABLE ONE -CALL NOTIFICATION SYSTEM TO
DETERMINE LOCATIONS OF UNDERGROUND FACILITIES; OR
WITHOUT HEEDING LOCATION INFORMATION OR MARKINGS
AND SUBSEQUENTLY DAMAGES A PIPELINE FACILITY SHALL BE
SUBJECT TO A FINE, IMPRISONMENT, OR BOTH. THE LAW ALSO
STATES THAT OSHA MAY BE NOTIFIED OF ANY ACCIDENT
CAUSED BY AN EXCAVATOR.
REVISIONS
ARCH. PROJECT NO.
WIN 119NEW
DRAWN
RI, MP, JG
CHECKED
CM, SIN
SUBMITTAL DATES
02/27/13 05/09/13
06/24/13
OTB DATE
04/19/13
CRITERIA SET 97KW -CR22
Q
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? No.46765
E
CIV IyO����
OF CALM
0
W
0 W
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Q
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0
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SHEET TITLE
CACTUS
PATCH DRIVE
SEWER PLAN
& PROFILE
SHEET
SD5,93
iQ
iQ
�SD
6'
cn1
i�
0
00
7Q
s
cn
cn
�Q
�U
Q
SD SD
I v \
_W
STA -00 +20 - STA 01 +50
WINCO CONNECTION - SANITARY SEWER PLAN NORTH
364
362
360
358
356
354
352
350
348
0+00 0+50 1+00 1+50
STA -00 +20 - STA 01 +50
WINCO CONNECTION - SANITARY SEWER PROFILE
1" 30' HORIZ.
l" 3' VERT.
O M
364
362
360
358
356
354
352
350
APPROX. JOINT TRENCH
LOCATION. COORDINATE
W/ PG&
s
EX M
R/W PE
FINAL
PARCE
MAP
CONTRACTOR TO VERIFY MANHOLE
LOCATION AND INVERT ELEVATIONS
BEFORE PROCEEDING WITH BALANCE OF
SEWER TRENCHING.
MANHOLE RIM SHALL BE RAISED TO
FINISHED GRADE.
STA -00 +20 - STA 01 +00
ASHE ROAD - SANITARY SEWER PLAN NORTH
366
364
362
360
358
356
354
352
350
346
344
342
- M ,
INC
. _
o
M �
C-�oo���.
EXISTING GRADE + `r'
A
PROPOSED GRADE.
:.
EXISTING MANHOLE:
IS PVC LINED
is
.............................
M
d'
.I........
94 LF OF 6
SDR 35 PVC @ 1.00%
. . EG _
FG U
O� O t ".0 000 M
0o c� oo c� 0. � � 06
� kn
M M M M M M M M
0 +00 0 +50 1 +00
366
364
362
KEYED NOTES
1. INSTALL 48" DIA. MANHOLE, RE: SD 5.3
2. SEWER LATERAL MARKER, RE: SD9.3 — 1 [SW -1]
3. INSTALL 85 LF OF 6" SDR 35 PVC, STUB AND CAP END
4. CONNECT TO EXISTING SANITARY SEWER MANHOLE
STRUCTURE
5. SAW —CUT EDGE
6. NEW WATER LINE, RE: SD6 SERIES
7. NEW STORM DRAIN LINE, RE: SD9 SERIES
8. INSTALL 116 LF OF 6" SDR 35 PVC
9. CONNECT TO GREASE INTERCEPTOR, RE: PL SERIES
10. 6" SANITARY SEWER CLEANOUT, RE: SD9.3 — 3 [SW -5]
11. INSTALL PIPE SADDLE, RE: C.O.B. STD. DETAIL D -18
NOTE:
360
WIN 119NEW
DRAWN
RI, MP; JG
CHECKED
CM, SN
1.
WYE FITTINGS SHALL BE IN—LINE TYPE AND SHALL BE
05/09/13
06/24/13
USED FOR ALL LATERAL CONNECTIONS AND SHALL BE
OTB DATE
04/19/13
ROTATED A MINIMUM OF 230 TO A MAXIMUM OF 600
358
.....................
...... .....
H
x�
THE CENTERLINE OF THE MAIN.
2.
THE MINIMUM SLOPE FORA 6" SERVICE LATERAL IS 1
356
Ua
�r-
3.
COVER FOR SEWER LATERALS SHOULD BE BETWEEN 4.5'
� �C
N 0
C) CA 0�
..
�
N
a
THE GUTTER FLOW LINE.
354
f
FFE — 361 FT
4.
AN'S' SHALL BE MARKED ON THE CURB AT ALL
O
LATERAL LOCATIONS. SEE ROAD PLANS (SD8 SERIES).
rrTTll
F�
0
cv
O
EXISTING GRADE.
w
� w CA
O
U � W
00
�QMwww
>
>
ASHE ROAD &
WINCO
SEWER SERVICE
PLANS &
PROFILES
00
SD.5,04
..__.
_...__ _ _. _
_ _
_. _ ..�_ .
. . . . . . . . . . .
.
.PROPOSED :GRADE .:.
...
. . o,.o�
u
.............
o......
...
....
...... .....
.
..
116 LF OF 6" SDR 35 PVC
2 �?V — 351.1 91.1.
11
EG
FG
00
oc
M
M
00
W)
M
� o�
��
M M
00
�kn
M M
� 00
kn
M M
o
kn
M
0+00 0+50 1+00 1+50
STA -00 +20 - STA 01 +50
WINCO CONNECTION - SANITARY SEWER PROFILE
1" 30' HORIZ.
l" 3' VERT.
O M
364
362
360
358
356
354
352
350
APPROX. JOINT TRENCH
LOCATION. COORDINATE
W/ PG&
s
EX M
R/W PE
FINAL
PARCE
MAP
CONTRACTOR TO VERIFY MANHOLE
LOCATION AND INVERT ELEVATIONS
BEFORE PROCEEDING WITH BALANCE OF
SEWER TRENCHING.
MANHOLE RIM SHALL BE RAISED TO
FINISHED GRADE.
STA -00 +20 - STA 01 +00
ASHE ROAD - SANITARY SEWER PLAN NORTH
366
364
362
360
358
356
354
352
350
346
344
342
- M ,
INC
. _
o
M �
C-�oo���.
EXISTING GRADE + `r'
A
PROPOSED GRADE.
:.
EXISTING MANHOLE:
IS PVC LINED
is
.............................
M
d'
.I........
94 LF OF 6
SDR 35 PVC @ 1.00%
. . EG _
FG U
O� O t ".0 000 M
0o c� oo c� 0. � � 06
� kn
M M M M M M M M
0 +00 0 +50 1 +00
366
364
362
KEYED NOTES
1. INSTALL 48" DIA. MANHOLE, RE: SD 5.3
2. SEWER LATERAL MARKER, RE: SD9.3 — 1 [SW -1]
3. INSTALL 85 LF OF 6" SDR 35 PVC, STUB AND CAP END
4. CONNECT TO EXISTING SANITARY SEWER MANHOLE
STRUCTURE
5. SAW —CUT EDGE
6. NEW WATER LINE, RE: SD6 SERIES
7. NEW STORM DRAIN LINE, RE: SD9 SERIES
8. INSTALL 116 LF OF 6" SDR 35 PVC
9. CONNECT TO GREASE INTERCEPTOR, RE: PL SERIES
10. 6" SANITARY SEWER CLEANOUT, RE: SD9.3 — 3 [SW -5]
11. INSTALL PIPE SADDLE, RE: C.O.B. STD. DETAIL D -18
352
350
ml
346
344
342
STA —00 +20 — STA 01+00
ASHE ROAD - SANITARY SEWER PROFILE
I" 30' HORIZ.
1" 3' VERT.
5CtrfrPtoN5LSot4f 1 5
CALL THE UNDERGROUND SERVICE
ALERT AT 1- 800 - 642 -2444, FORTY -EIGHT
(48) HOURS BEFORE YOU DIG FOR
LOCATION OF ALL UNDERGROUND
UTILITIES.
A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON
WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST
USING AN AVAILABLE ONE —CALL NOTIFICATION SYSTEM TO
DETERMINE LOCATIONS OF UNDERGROUND FACILITIES; OR
WITHQUT HEEDING LOCATION INFORMATION OR MARKINGS
AND SUBSEQUENTLY DAMAGES A PIPELINE FACILITY SHALL BE
SUBJECT TO A FINE, IMPRISONMENT, OR BOTH. THE LAW ALSO
STATES THAT OSHA MAY BE NOTIFIED OF ANY ACCIDENT
CAUSED BY AN EXCAVATOR.
REVISIONS
NOTE:
360
WIN 119NEW
DRAWN
RI, MP; JG
CHECKED
CM, SN
1.
WYE FITTINGS SHALL BE IN—LINE TYPE AND SHALL BE
05/09/13
06/24/13
USED FOR ALL LATERAL CONNECTIONS AND SHALL BE
OTB DATE
04/19/13
ROTATED A MINIMUM OF 230 TO A MAXIMUM OF 600
358
ABOVE THE HORIZONTAL PLANE RUNNING THROUGH
H
x�
THE CENTERLINE OF THE MAIN.
2.
THE MINIMUM SLOPE FORA 6" SERVICE LATERAL IS 1
356
Ua
3.
COVER FOR SEWER LATERALS SHOULD BE BETWEEN 4.5'
� �C
N 0
C) CA 0�
— 7' @ THE PROPERTY LINE AND A MINIMUM OF 2.5' @
�
N
a
THE GUTTER FLOW LINE.
354
No.46765
E
C4
4.
AN'S' SHALL BE MARKED ON THE CURB AT ALL
O
LATERAL LOCATIONS. SEE ROAD PLANS (SD8 SERIES).
352
350
ml
346
344
342
STA —00 +20 — STA 01+00
ASHE ROAD - SANITARY SEWER PROFILE
I" 30' HORIZ.
1" 3' VERT.
5CtrfrPtoN5LSot4f 1 5
CALL THE UNDERGROUND SERVICE
ALERT AT 1- 800 - 642 -2444, FORTY -EIGHT
(48) HOURS BEFORE YOU DIG FOR
LOCATION OF ALL UNDERGROUND
UTILITIES.
A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON
WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST
USING AN AVAILABLE ONE —CALL NOTIFICATION SYSTEM TO
DETERMINE LOCATIONS OF UNDERGROUND FACILITIES; OR
WITHQUT HEEDING LOCATION INFORMATION OR MARKINGS
AND SUBSEQUENTLY DAMAGES A PIPELINE FACILITY SHALL BE
SUBJECT TO A FINE, IMPRISONMENT, OR BOTH. THE LAW ALSO
STATES THAT OSHA MAY BE NOTIFIED OF ANY ACCIDENT
CAUSED BY AN EXCAVATOR.
REVISIONS
ARCH. PROJECT NO.
WIN 119NEW
DRAWN
RI, MP; JG
CHECKED
CM, SN
SUBMITTAL DATES
02/27/13
05/09/13
06/24/13
OTB DATE
04/19/13
CRITERIA SET 97KW -CR22
A
N_
O �
N w
�
H
x�
a�
O�
Ua
M
O
W M U
O M
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4gOFESSI�l
No.46765
E
C4
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F�
0
CA
Q
Q
O w
w
� w CA
O
U � W
00
SHEET TITLE
ASHE ROAD &
WINCO
SEWER SERVICE
PLANS &
PROFILES
SHEET
SD.5,04
SEE SHEET SD7.5 OF THE SITE LAYOUT &GRADING PLANS
FOR ADDITIONAL GRADING DETAILS.
FLOWAGE &DRAINAGE EASEMENT
PER DOC# o �2, o i 13 lb*3
IN
r f'
368
366
364
362
360
358
356
354
352
350
348
346
344
CACT US PATCH
R/W DEDICATED TO CITY
PER DOC. ##
7
S SD SD -� �D __ W SD SD SD SD /SD _- SD SD
O"� j• h`y ` Y
STA 12 +91 - 19 +64
CACTUS PATCH DRIVE —STORM DRAIN PLAN x
l" 50'
KEYED NOTES
1. INSTALL 34 LF OF 18" RCP @ 0.11
IEUP= 351.95
IE DN. = 351.91
2. INSTALL 12 LF OF 18" RCP @ 0.11%
IE UP = 351.92
`ck 13ttnr► IE DN. = 351.91
�C
.............................................. ... ...... ... ........ ......... ......... .. .... ......... ......... ......... ......... ......... ......... ......... ......... ... ...... ...... .
Q M N M Z
IC 06
M
00 i p .-� M U p
M...... ............................... ...... ...... ...... ...... O �--+ M ... M ...............
_ . .
1.4 � In
Z 00
w z - EXISTING GRADE V) w
00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M �..� [�"� M �, � w [-+ M .
60 M oo O O - N O
��M�� ..:........:........: ........:........:........:.... �+............................. +r :...PROPOSED .GRADE...:........:........... M�M�x.....:.......
...... ......................... ............................... x _. _. _ _ . ... .............- - .......... _ ...... _ -_ : _....... -
....... ....................................... ............................... ...................................................................................................................................... ...............................
. . . ... . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . .. . . . . . ... . . . 1.45 L.E C1F 24 ".R�P,RGJ.@ O,1Q %o ..... .......................... 253_LF.OF 24" RCP RGJ @ 0.08 %....... ;....... . .. .... .
...... 193 LF OF 36" RCP RGJ @ 0:30fo ............ ......... ...........................................................................................................................
6.. S.S:
t . ..... Fr— FG
EG NOTE: STATIONING IS BASED ON CACTUS PATCH DRIVE CL.
............................................................. ......................................................... ! ...................................................................................... ........ .......
00 00 00 00
m oc m 00 m 00 C11 00 oc 00 00 d1 Q1 01 d- Q1 01 O O d' '""' i N V) '-' '-{ `O 00 m oc N N � M OMO M 0000 M d' 01
00 00 oc oo r_� oc r.� oc r': 00 00 r_� 00 00 00 00
to to to V-)
M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M
13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50
STA 12 +91 - 19 +64
CACTUS PATCH DRIVE —STORM DRAIN PROFILE
1" 50' HORIZ.
1" 5' VERT.
KEYED NOTES
1. INSTALL 48" X 48" JUNCTION BOX RE: C.O.B. D DETAIL -
... _ . C.O. . S ET IL D 16
1
2. INSTALL SUMP OUTLET DEVICE RE: C.O.B. STD DETAIL D -10
I
I
rf.
STA 00+00 - 01+50
SUMP OUTFACE -STORM DRAIN PLAN NORTH
111 501
368
366
364
362
360
358
356
354
352
350
348
346
344
342
19 +00 19 +50
............. ...............................
4.
�n :.......
WIN 119NEW
DRAWN
RI, MP, JG
4.53%
SUBMITTAL DATES
02/27/13
M `.
........... ...............................
O
U
..............
. . . .. . . . . . .. . . . . . .. . . . . . .. . . . . . .. . .
CRITERIA SET 97KW -CR22
00 ..
M . . . . . .. . . . . . .
366
5.
CONNECT TO TRENCH DRAIN, RE: P
364
z�
. .. . .. . :...... ..:.......:.......:...:....:...
6.
�D .......:.......
°
362
00
C.O.B. STD. DETAIL D -16
360
7•
INSTALL 36" X 36" JUNCTION BOX, RE:
4RpFESSI�,,
C.O.B. STD. DETAIL D -16
358
HIV ItiO��l�e'
�F CALM
EXISTING G E
. .
8.
INSTALL TYPE 'A' CATCH BASIN, RE:
.................... .......................... .....................
PROPOSED
.....
;GRADE ................................ .....................
OUTLET ... .....................
S . :.... RE
92 LF OF 36" RCP RGJ @ 3.56%
... EG... .............. ............................
FG
oc
w') k V) d' M kn k
M M M M M M M M
368
366
364
362
360
358
356
354
352
350
348
346
344
342
0 +00 0 +50 1 +00 1 +50
STA 00 +00 - 01 +50
SUMP OUTFACE —STORM DRAIN PROFILE
1 " 50' HORIZ.
1 " 5' VERT.
3. INSTALL 13 LF OF 18" RCP @ 0.11 %
IE UP = 351.94
IE DN. = 351.92
f>c 0
QAW1 N a
1W T pf 9
AW
'NL &_R,01ii1L11 .0060
1?\CE* 46-7155 EAP* 010XITT
i►73t�
REVISIONS
4.
INSTALL 50 LF OF 6" ADS N -12 HP @
WIN 119NEW
DRAWN
RI, MP, JG
4.53%
SUBMITTAL DATES
02/27/13
IEUP= 355.17
06/24/13
IE DN. = 352.94
368
CRITERIA SET 97KW -CR22
A
W
N
0
366
5.
CONNECT TO TRENCH DRAIN, RE: P
364
O�
ua
6.
INSTALL 48" X 48" JUNCTION BOX, RE:
362
w M
Q M
h 00
C.O.B. STD. DETAIL D -16
360
7•
INSTALL 36" X 36" JUNCTION BOX, RE:
4RpFESSI�,,
C.O.B. STD. DETAIL D -16
358
HIV ItiO��l�e'
�F CALM
8.
INSTALL TYPE 'A' CATCH BASIN, RE:
356
W
C.O.B. STD. DETAIL D -14
354
9.
24" DIAM. CATCH BASIN, SOLID ROUND
O w
COVER
352
0
U W
10.
INSTALL PIPE SADDLE, RE: C.O.B. STD.
350
DETAIL D -18
348
346
SHEET TITLE
CACTUS PATCH
344
DRAIN PLAN &
PROFILE
f>c 0
QAW1 N a
1W T pf 9
AW
'NL &_R,01ii1L11 .0060
1?\CE* 46-7155 EAP* 010XITT
i►73t�
REVISIONS
ARCH. PROJECT NO.
WIN 119NEW
DRAWN
RI, MP, JG
CHECKED
CM, SN
SUBMITTAL DATES
02/27/13
05/09/13
06/24/13
OTB DATE
04/19/13
CRITERIA SET 97KW -CR22
A
W
N
0
N w
c�
O�
ua
A
M
w M
Q M
h 00
N O
X01
00 M
0
IN
4RpFESSI�,,
No.46765
E
HIV ItiO��l�e'
�F CALM
r�
O
W
w
0
H
O w
0
U W
ao
SHEET TITLE
CACTUS PATCH
DRIVE STORM
DRAIN PLAN &
PROFILE
SHEET
SD5.5