HomeMy WebLinkAboutItem 03 - COUNCIL READING FILE_a_Project PlansAll work shall comply with the City Standard Specifications - May 2018 Edition and
the City Engineering Standards - May 2018 Edition, except as amended in the
specifications.
1.CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN
CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS
PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER,
TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.
2.CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF
CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND
FACILITIES.
3.THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE AT THE
TIME OF BID OPENING AND FOR THE DURATION OF THE
PROJECT.
general notes:
san luis obispo county, california
CALLE JOAQUIN LIFT STATION
REPLACEMENT
APPROVED BY
SPECIFICATION NO.DATE
of
SHEET
Matthew A. Horn, City Engineer R.C.E. C63611 Approved Date
56DECEMBER 2020
91133 1FILE NO./LOCATION
[MO DAY, YEAR]
0 2000 40001000
SCALE
1 INCH = 2000 FEET
N
G-001
Know what's below.
Call before you dig.CALLE JOAQUINLOS PALOSCONTENTAMIRADOR LOSVERDESVI
S
T
A
HIGHWAY 101LOSV
A
L
L
E
YOSOS
RO
A
D
SAN LUIS OBISPO AND VICINITY MAP
LOCATION MAP
SCALE: 1" = 2000'
SCALE: 1" = 250'
N
index to plans
DescriptionSht.
No.
Sht.
Title
1 G-001 COVER SHEET
2 G-002 SHEET LAYOUT
3 G-003 LEGEND, ABBREVIATIONS AND NOTES
4 G-004 SURVEY CONTROL DATA AND TEMPORARY CONSTRUCTION EASEMENTS
5 C-101 HIGHWAY 101 CROSSING - PLAN AND PROFILE: STA. 1+00 to 6+25
6 C-102 INVERTED SIPHON CREEEK CROSSING - PLAN AND PROFILE: STA. 6+25 to
11+00
7 C-103 CALLE JOAQUIN GRAVITY SEWER - PLAN AND PROFILE: STA. 100+00 to
104+00
8 C-104 CALLE JOAQUIN GRAVITY SEWER - PLAN AND PROFILE: STA. 104+00 to
108+00
9 C-105 CALLE JOAQUIN GRAVITY SEWER - PLAN AND PROFILE: STA. 108+00 to
111+25
10 C-200 CALLE JOAQUIN LIFT STATION - DEMOLITION PLAN
11 C-201 CALLE JOAQUIN LIFT STATION - SITE AND GRADING PLAN
12 C-202 CALLE JOAQUIN LIFT STATION - UTILITY PLAN
13 C-203 CALLE JOAQUIN LIFT STATION AND APPROACH MANHOLE DETAILS
14 C-204 CALLE JOAQUIN LIFT STATION - SECTIONS AND DETAILS
15 C-205 CALLE JOAQUIN LIFT STATION - GRADING SECTIONS AND DETAILS
16 C-501 CIVIL DETAILS - 1
17 C-502 CIVIL DETAILS - 2
18 C-503 CIVIL DETAILS - 3
19 C-504 CIVIL DETAILS - 4
20 C-505 CIVIL DETAILS - 5
21 C-506 CIVIL DETAILS - 6
22 C-507 CIVIL DETAILS - 7
23 R-101 EXISTING TOPOGRAPHY PLAN
24 R-102 EXISTING TOPOGRAPHY PROFILE
25 R-103 GRADING PLAN - FINAL
26 R-104 GRADING PROFILE
27 R-105 GRADING CROSS SECTIONS - 1
28 R-106 GRADING CROSS SECTIONS - 2
29 R-107 GRADING CROSS SECTIONS - 3
30 R-108 DETAILS - ROOTWAD
31 L-101 PLANTING PLAN
32 L-102 INVASIVE SPECIES REMOVAL AND EROSION CONTROL PLAN
33 L-103 IRRIGATION PLAN
34 L-104 MISCELLANEOUS DETAILS
35 L-105 IRRIGATION DETAILS
36 L-106 EROSION CONTROL DETAILS
37 L-107 EROSION CONTROL DETAILS
38 S-101 PUMP STATION STRUCTURE AND WALL LAYOUT PLAN
39 S-102 WALL PROFILE AND DETAIL
40 S-103 WALL SECTIONS
41 S-104 CONCRETE SLAB PLAN
42 S-501 STRUCTURAL DETAILS - 1
43 S-502 STRUCTURAL DETAILS - 2
44 S-503 STRUCTURAL DETAILS - 3
45 S-504 SPECIAL INSPECTION
46 E-101 ELECTRICAL LEGEND AND ABBREVIATIONS
47 E-102 SINGLE LINE DIAGRAMS AND ELEVATION
48 E-103 CALLE JOAQUIN LIFT STATION - ELECTRICAL SITE PLAN
49 E-104 GROUNDING PLAN, PANEL AND CONDUIT SCHEDULES
50 E-105 CONTROL SCHEMATIC DIAGRAMS
51 E-106 ELECTRICAL DETAILS
52 E-107 ELECTRICAL DETAILS
53 N-001 INSTRUMENTATION LEGEND AND SYMBOLS
54 N-002 COMMUNICTION BLOCK DIAGRAM
55 N-003 CALLE JOAQUIN LIFT STATION P&ID
56 N-004 INSTRUMENTATION DETAILS
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0
C-20
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2
C-101C-103 C-104
C-105
HIGHWAY 101
CALLE JOAQUIN
LOS
OS
OS VALLEY R
OA
D
LIFT STATION
GRAVITY SEWER
CREEK CROSSING
HWY 101 CROSSING
FORCE MAIN
C-01
C-03
L-10
1
SITE ACCESS
(NOTE 1)FROOM CREEKSAN L
UI
S
O
BI
S
P
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C
R
E
E
K
SAN LUIS OBISPO CREEKPERFUMO CREEKC-102CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56N010020050
SCALE
1 INCH = 100 FEET
DC
NR
-
-
SEE DWG SHEET LAYOUT2
G-002
Know what's below.
Call before you dig.
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
G3
SD SD
OH
G
SS
w
T
C
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E
GM
JP
PP
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WM
GV
ICV
EM
PP
FO
TSB
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B-1
C-1
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WM10
AR1
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1
1
ELEC
MW
CO
TEL
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S
GAS
SLB
FO
G
SS12
DC
NR
-
-
SEE DWG LEGEND, ABBREVIATIONS AND NOTES3
Know what's below.
Call before you dig.
G-003
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG SURVEY CONTROL DATA4
G-004Know what's below.
Call before you dig.
TEL
B
O
X CTVUTL V
L
T
S4" DBL CHK VLV10" D
B
L
C
H
K
V
L
V
S0.5" CONDUITSSMH #4634(16-H-17)RIM=105.03INV=93.15SSSMH #2829RIM=104.70INV=94.09SCALLE JOAQU
IN STATE H
IGHWAY
101
(SOUTH
BOUND
)STATE HIGHWAY 101(NORTH BOUND)LOS OSOS VALLEY ROAD OFFRAMPSTATE H
IGHWAY
101
(NORTH
BOUND
)G1G2G2G2G2G2OHOHOHOHOHTTTOIL6OIL6OIL6OIL6OIL6SD48SD48OIL8OIL8OIL8OIL8OIL8OIL8OIL8OIL8SS8VCWM12WM12G2SS10VCP
EEW W8W8TTE ESS10VCPSS12SS12SS12SS12SS12SS12SS12SS12SS12RW
FM
E
1+00 2+00 3+00 4+00 5+00 6+00
1CALTRANS RW
S41° 26' 04.37"E'
3
3
5
10 20 4010
SCALE
1 INCH = 20 FEETREFER TO C-102MATCHLINE AT STA 6+250
0
20'40'
H: 1" = 20'
5'10'
V: 1" = 5'
100
110
1+00 2+00 3+00 4+00
80
90
120
6+005+00
70
100
110
80
90
120
70
1
3
SEWER MANHOLE - CONTROL*
SSMH #NORTHING EASTING
WET WELL 2285455.93 5760397.56
APPROACH
MH 2285429.06 5760422.82
SSMH A 2285418.11 5760437.80
SSMH B 2285108.27 5760711.49
5
A
NCITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
C-101
Know what's below.
Call before you dig.
DC
NR
SEE DWG HIGHWAY 101 CROSSING - PLAN AND PROFILE: STA. 1+00 TO 6+255REFER TO C-102MATCHLINE AT STA 6+25
SS10210210110098968885878585858890909192927+00 8+00 9+00 10+00
10+54
SS12SS12SS12SS12SS12SS12SS12SS12SS10VCPSS10VCPSS
8
V
C
SS
8
V
C
2
SAN LU
ISOBISPO
CREEK
0 20 4010
SCALE
1 INCH = 20 FEETNREFER TO C-101MATCHLINE AT STA 6+250
0
20'40'
H: 1" = 20'
5'10'
V: 1" = 5'
100
110
100
110
80
90
80
90
70
60
70
60
6+00 7+00 8+00 9+00 10+00 11+00
5
SEWER MANHOLE - CONTROL*
SSMH #NORTHING EASTING
SSMH C 2284925.10 5760872.96
3
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
C-102
Know what's below.
Call before you dig.
DC
NR
SEE DWG INVERTED SIPHON CREEK CROSSING - PLAN AND PROFILE: STA. 6+25 TO 11+006REFER TO C-101MATCHLINE AT STA 6+25
STA:100+12.50SSMH #1RIM=109.88INV 8" IN=97.10INV 8" OUT=95.80STA:103+66.56SSMH #2RIM=106.29INV 8" IN=94.03INV 8" OUT=93.93INV 6" IN: 97.05EXISTING GROUND
OVER SEWER PIPESTA. 101+22.77STA. 101+28.8720 LF
16" STEEL CASING12" MIN.CLEARANCEINV. = 98.90±
(CALC.)
STUB AND CAP
FOR FUTURE
1
C-502
5LF OF 8" HDPE S=0.006
(E) 6'x7' R.C.B.
S=0.0050
349.1LF OF 8" DR17 HDPE PIPE
31.0LF OF
8" DR17 HDPE PIPE
S=0.0051
1
1
3
100
+
0
0
100
+
0
0
101+0
0
102+00
103+00
104+0
0
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L1 SG2
G2
G2
G2
G2 G2
G2
G2
G2
G2
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SS8V
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SS8VC
SS8VC SS8VC
SS8VC
SS8VC
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OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OIL6
OIL6
OIL6
OIL6
OIL6
OIL6
OIL6
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6
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1
2
"
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LW
8
"
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L
LW
1
8
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LW
2
-
1
8
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W
L
LW
6
"
,
3
-
1
2
"
,
1
8
"
MW
L
LW
1
8
"
W
L
LW
1
2
"
W
L
LW
1
2
"
W
L
LW
1
2
"
W
L
LW
1
8
"
W
L
LW
2
-
1
2
"
MW
L
LW
3
-
1
8
"
MW
L
LW
2
-
8
"
MW
L
LW
2
-
1
2
"
MW
L
LW
1
8
"
W
L
LW
2
-
1
2
"
,
1
8
"
MW
L
LW
2
4
"
W
L
LW
2
-
1
2
"
,
1
8
"
MW
L
LW
2
-
1
2
"
MW
L
LW
8
"
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A
K
2
-
1
2
"
MW
L
LW
3
-
3
6
"
MW
L
LW
1
8
"
W
L
LW
2
-
1
2
"
MW
L
LW
2
-
1
2
"
3
-
1
8
"
MW
L
LW
6
"
W
L
LW
6
"
8
"
MW
L
LW
1
8
"
W
L
LW
1
2
"
W
L
LW
2
-
6
"
MW
L
LW
3
-
1
2
"
MW
L
LW
6
"
W
L
LW
6
"
W
L
LW
J
PWV
JP
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M
H
#
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3
1
4
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H
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8
)
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4
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=
9
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.
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C
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2
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1
7
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4
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2
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4
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2
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4
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3
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2
4
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G2
G2
G2
G2 G2
G2
G2
G2
G2
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SS8V
C
SS8VC
SS8VC SS8VC
SS8VC
SS8VC
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OIL6
OIL6
OIL6
OIL6
OIL6
OIL6
OIL6
OIL6
WM1
2
WM1
2
WM12
WM12 WM12
WM12
WM12
WM12
W8STA. 103+66.56
SSMH #2
STUB FOR
FUTURE
CONSTRUCTION
L2
S
S
7.17'5.87'1
C-502
8
2
3
4 1
8
2
2
2
STA. 100+12.50
SSMH #1
CONNECT TO
EXISTING 6" SS
1
CURVE TABLE
CURVE #
C1
RADIUS
432.70
LENGTH
354.06
EXTERNAL TANGENT
187.62
DELTA
46.8826°
INV OUT=95.80
8"Ø SS
INV IN=97.05
EXIST 6"Ø SS
INV IN=97.10
8"Ø SS
EX. 6"SS
PLUG, CAP AND
ABANDON PER2'2
INV OUT=93.93
8"Ø SS
INV IN=94.03
8"Ø SS
LINE TABLE
LINE #
L1
L2
LENGTH
12.50
267.66
DIRECTION
N61° 13' 17.09"E
N15° 36' 36.34"E
0 20 4010
SCALE
1 INCH = 20 FEETREFER TO
C-104MATCHLINE
AT
STA
104+00
CONSTRUCTION NOTES:
FURNISH AND INSTALL NEW 4'
DIAMETER SEWER MANHOLE PER
ENGINEERING STD 6610. COAT
INTERIOR OF MANHOLE PER
SPECIFICATION SECTION 099720, AND
COAT OUTSIDE PER SPECIFICATION
SECTION 034210.
ABANDON EXISTING SEWER PER
ENGINEERING STD 6050
INSTALL 16" STEEL CASING UNDER
EXISTING 6'x7' REINFORCED CONCRETE
BOX CULVERT PER DETAIL
8"Ø DR17 HDPE SEWER PIPE PER
SPECIFICATION SECTION 402097 AND
ENGINEERING STD 6020
ABANDON EXISTING MANHOLE PER
ENGINEERING STD 6050.
UNDERGROUND UTILITY LOCATIONS ARE
PLOTTED BASED ON ABOVE GROUND PAINT
MARKS BY OTHERS, ABOVE GROUND SURFACE
STRUCTURES. ACTUAL LOCATION MAY DIFFER.
ADDITIONAL UNDERGROUND UTILITY LINES
MAY EXIST. FOR INFORMATION REGARDING
UTILITY LOCATION, SIZE, DEPTH, CONDITION,
AND CAPACITY CONTACT UTILITY OR
MUNICIPAL/PUBLIC SERVICE FACILITY.
UNDERGROUND PIPE SIZES ARE BASED ON
VISUAL OBSERVATIONS MADE FROM THE
SURFACE AND ARE APPROXIMATE.
EASEMENTS AFFECTING THE PROPERTY
SHOWN HEREON HAVE BEEN PLOTTED BASED
UPON PROVIDED TITLE INFORMATION.
SEWER MANHOLE - CONTROL*
SSMH #NORTHING EASTING
SSMH #1 2284557.94 5760057.38
SSMH #2 2284825.22 5760274.38
*(POINT AT CENTER OF MANHOLE BASE)
3
C-502
100
110
100+00 101+00 102+00 103+00
90
120
REFER TO C-104MATCHLINE AT STA 104+000
0
20'40'
H: 1" = 20'
5'10'
V: 1" = 5'
104+00
80
100
110
90
120
80
MANHOLE #1
STA. 100+12.50 MANHOLE #2
STA. 103+66.56
1
2
3
4
GENERAL NOTES:
SEE SHEET G-003 FOR GENERAL NOTES (TYP.)
INV.=97.13
8N
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CALLE JOAQUIN GRAVITY SEWER - PLAN AND PROFILE: STA. 100+00 to 104+007
C-103
Know what's below.
Call before you dig.
9
10
119'
104+00 105+00 106+00 107+00 108+00L2L3
GG100" EUC84" EUCSSMH #3732(9-H-17)RIM=103.87INV=94.05SS105
103
102
104
100
100
104
104
1
0
3
104
G2 G2 G2 G2 G2 G2 G2 G2 G2 G2
OH OH OH
OIL6SS8VCSS8VCSS8VCSS8VCSS8VCSS8VCSS8VCSS8VC
OH OH OH OH OH OH OH
OHOIL6OIL6
OIL6
OIL6
OIL6
OIL6
OIL6
OIL6
WM12 WM12 WM12 WM12 WM12 WM12 WM12 WM12JP
GG84" EUCSSMH #3732(9-H-17)RIM=103.87INV=94.05STSBPPWITHRISERJPSGUY2-12",18" MWLLW2-12" MWLLW8" OAK2-12" MWLLW3-36" MWLLW18" WLLW6" WLLW12" 18" MWLLW6" WLLW2-18" MWLLW2-12",36" MWLLW6" WLLW2-6" 12" MWLLW12" WLLW5-12" 18" MWLLW12" WLLW12" 2-24" MWLLW2-12" MWLLW2-12" 3-18" MWLLW6" WLLWJP
BOREHOLEPAINTEL-104.81531360414918491949204921G2 G2 G2 G2 G2 G2 G2 G2 G2 G2
OH OH OH
OIL6SS8VCSS8VCSS8VCSS8VCSS8VCSS8VCSS8VCSS8VC
OH OH OH OH OH OH OH
OHOIL6OIL6
OIL6
OIL6
OIL6
OIL6
OIL6
OIL6
WM12 WM12 WM12 WM12 WM12 WM12 WM12 WM12
STA. 106+34.22
SSMH #3
S
3
1
8
3
2 2
STA:106+34.22SSMH #3RIM=104.61INV 8" IN=92.59INV 8" OUT=92.49EXISTING GROUND
OVER SEWER PIPE
S=0.0051
S=0.0065
231.7LF OF 8" DR17 HDPE PIPE 163.3LF OF 8" DR17 HDPE PIPE
1
L2
L3
267.66
347.35
N15° 36' 36.34"E
N15° 15' 30.08"E
INV OUT=92.49
8"Ø SS
INV IN=92.59
8"Ø SS
LINE TABLE100
110
90
120
REFER TO C-105MATCHLINE AT STA 108+0080 REFER TO C-103MATCHLINE AT STA 104+00REFER TO C-105MATCHLINE AT STA 108+00REFER TO C-103MATCHLINE AT STA 104+00105+00 106+00 107+00 108+00
0 20 4010
SCALE
1 INCH = 20 FEET
0
0
20'40'
H: 1" = 20'
5'10'
V: 1" = 5'
104+00
100
110
90
120
80
CONSTRUCTION NOTES:
FURNISH AND INSTALL NEW 4' DIAMETER
SEWER MANHOLE PER ENGINEERING STD 6610.
COAT INTERIOR OF MANHOLE PER
SPECIFICATION SECTION 099720, AND COAT
OUTSIDE PER SPECIFICATION SECTION 034210.
ABANDON EXISTING SEWER PER ENGINEERING
STD 6050
8"Ø DR17 HDPE SEWER PIPE PER
SPECIFICATION SECTION 402097 AND
ENGINEERING STD 6020
ABANDON EXISTING MANHOLE PER
ENGINEERING STD 6050.
UNDERGROUND UTILITY LOCATIONS ARE PLOTTED
BASED ON ABOVE GROUND PAINT MARKS BY OTHERS,
ABOVE GROUND SURFACE STRUCTURES. ACTUAL
LOCATION MAY DIFFER. ADDITIONAL UNDERGROUND
UTILITY LINES MAY EXIST. FOR INFORMATION
REGARDING UTILITY LOCATION, SIZE, DEPTH,
CONDITION, AND CAPACITY CONTACT UTILITY OR
MUNICIPAL/PUBLIC SERVICE FACILITY.
UNDERGROUND PIPE SIZES ARE BASED ON VISUAL
OBSERVATIONS MADE FROM THE SURFACE AND ARE
APPROXIMATE.
EASEMENTS AFFECTING THE PROPERTY SHOWN
HEREON HAVE BEEN PLOTTED BASED UPON PROVIDED
TITLE INFORMATION.
SEWER MANHOLE - CONTROL*
SSMH #NORTHING EASTING
SSMH #3 2285083.00 5760346.39
*(POINT AT CENTER OF MANHOLE BASE)
MANHOLE #3
STA. 106+34.22
1
2
3
GENERAL NOTES:
SEE SHEET G-003 FOR GENERAL NOTES (TYP.)
8N
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CALLE JOAQUIN GRAVITY SEWER - PLAN AND PROFILE: STA. 104+00 to 108+008
C-104
Know what's below.
Call before you dig.
9
10
11
STA:109+81.57APPROACH MHRIM:104.37STA:110+68.08SSMH #6RIM=104.53INV 12" IN=93.79INV 12" OUT=93.70STA:110+94.71EXISTING SSMH #2829RIM=104.70INV 10" IN=94.09INV 12" OUT=93.9980.4LF OF 12"
DR17 HDPE PIPE
(E) DBLE 5'x5' R.C.B.12" MINCLR.20 LF
16" STEEL CASING INV IN: 90.23 8"
INV IN: 92.42 12"
CONNECT TO EXISTING
MANHOLE PER DETAIL
4
C-504S=0.0065
178.0LF OF 8" DR17 HDPE PIPE
S=0.0150
S=0.0088
21.6LF OF 12"
DR17 HDPE PIPE STA:111+01.39 L10.6'FORCEMAIN CONNECTIONINV=95.12±1
3
4
EXISTING
GROUND
OVER
SEWER PIPE
8110+95108+00 109+00 110+00 L4 L5ICVWVG4
"
D
B
L
C
H
K
V
L
V 10" DBL CHK VLVSWMWVWVRWVRWVWVWVWVWVS SWVG104
104
105
105
102103 104103
104
105
FMG1
G2 G2
G2
G2
G2
G2
G2 G2 G2
OH
OH
OH
OH
OH OH OH OH OH OH TSS10VCP
SS10VCP
OIL6 OIL6 OIL6 OIL6 OIL6 OIL6
OIL6
OIL6
OIL6
OIL6
SD48SD48SD48SD48SS8VC SS8VC SS8VC
WM12 WM12 WM12 WM12 G2G2SS10VCPW8EW8
W8
W8TESS10VCP
SS12SS12RWRWFMFMEEFMG1
G2 G2
G2
G2
G2
G2
G2 G2 G2
OH
OH
OH
OH
OH OH OH OH OH OH TSS10VCP
SS10VCP
OIL6 OIL6 OIL6 OIL6 OIL6 OIL6
OIL6
OIL6
OIL6
OIL6
SD48SD48SD48SD48SS8VC SS8VC SS8VC
WM12 WM12 WM12 WM12 G2G2SS10VCPW8EW8
W8
W8TESS10VCP
SS12SS12RWRWFMFMEESTA. 109+94.63
APPROACH MH
STA. 110+78.62
SSMH #610911011
0
4
C-504
12"Ø HDPE SS IN
30"Ø STEEL CASING,
SEE SHEET C-101
ABANDON EXISTING SEWER
PER ENGINEERING STD 6050
S
S
4
6
2
5
1
5
7
2
7
3
8
27.31'34.53'CONNECT NEW 12"Ø HDPE
TO EXISTING MH PER DETAIL
L3
INV IN=92.42
INV DROP INLET =85.73
12"Ø SS
INV IN=89.93
INV DROP INLET=86.06
8"Ø SS
INV IN=85.73
12"Ø SS
INV OUT=85.68
12"Ø SS
INV IN=93.79
12"Ø SS
INV OUT=93.70
12"Ø SS
L3
L4
L5
347.35
86.51
26.63
N15° 15' 30.08"E
N22° 15' 34.76"E
N36° 26' 48.06"W
LINE TABLE
100
110
90
120
80 REFER TO C-104MATCHLINE AT STA 108+00REFER TO C-104MATCHLINE AT STA 108+00109+00 110+00 111+00 112+00
0 20 4010
SCALE
1 INCH = 20 FEET
0
0
20'40'
H: 1" = 20'
5'10'
V: 1" = 5'
108+00
100
110
90
120
80
CONSTRUCTION NOTES:
FURNISH AND INSTALL NEW 4'
DIAMETER SEWER MANHOLE PER
ENGINEERING STD 6610. COAT
INTERIOR OF MANHOLE PER
SPECIFICATION SECTION 099720, AND
COAT OUTSIDE PER SPECIFICATION
SECTION 034210.
ABANDON EXISTING SEWER PER
ENGINEERING STD 6050
FURNISH AND INSTALL NEW 6'
DIAMETER APPROACH MANHOLE PER
DETAIL
COAT INTERIOR OF MANHOLE PER
SPECIFICATION SECTION 099720, AND
COAT OUTSIDE PER SPECIFICATION
SECTION 034210
JACK AND BORE 16" STEEL CASING
UNDER EXISTING DOUBLE 5''x5'
REINFORCED CONCRETE BOX CULVERT
PER DETAIL
12"Ø DR17 HDPE SEWER PIPE PER
SPECIFICATION SECTION 402097 AND
ENGINEERING STD. 6020
8"Ø DR17 HDPE SEWER PIPE PER
SPECIFICATION SECTION 402097 AND
ENGINEERING STD 6020
10"Ø DR17 HDPE SEWER FORCE MAIN,
SEE SHEET C-202
ABANDON EXISTING MANHOLE PER
ENGINEERING STD 6050
UNDERGROUND UTILITY LOCATIONS ARE
PLOTTED BASED ON ABOVE GROUND PAINT
MARKS BY OTHERS, ABOVE GROUND SURFACE
STRUCTURES. ACTUAL LOCATION MAY DIFFER.
ADDITIONAL UNDERGROUND UTILITY LINES
MAY EXIST. FOR INFORMATION REGARDING
UTILITY LOCATION, SIZE, DEPTH, CONDITION,
AND CAPACITY CONTACT UTILITY OR
MUNICIPAL/PUBLIC SERVICE FACILITY.
UNDERGROUND PIPE SIZES ARE BASED ON
VISUAL OBSERVATIONS MADE FROM THE
SURFACE AND ARE APPROXIMATE.
EASEMENTS AFFECTING THE PROPERTY
SHOWN HEREON HAVE BEEN PLOTTED BASED
UPON PROVIDED TITLE INFORMATION.
SEWER MANHOLE - CONTROL*
SSMH #NORTHING EASTING
Approach
MH 2285429.06 5760422.82
SSMH #6 2285498.17 5760470.57
*(POINT AT CENTER OF MANHOLE BASE)
3
C-502
1
C-505
APPROACH MH
STA. 109+91.94
MANHOLE #6
STA. 110+78.62
1
2
3
GENERAL NOTES:
SEE SHEET G-003 FOR GENERAL NOTES (TYP.)
4
5
6
7
8N
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CALLE JOAQUIN GRAVITY SEWER - PLAN AND PROFILE: STA. 108+00 to 111+259
C-105
Know what's below.
Call before you dig.
9
10
11NN
ICV
WV
LAWN
TEL B
O
X CTVUT
L
V
L
T
EBOXJP
UTL VLT4" DB
L
C
H
K
V
L
V
10" DBL
C
H
K
V
L
V
SSMH #4785
RIM=105.20
BOT=83.5
TOP INV. SIPHON PIPE=88.45
INV PIPE FROM MH STREET=91.50
(13.7' DOWN ON SLOPE)
S
EBOX
0.5" ELE RSR
2" ELE RSR AND E PANELS
1" EL
E
R
S
R
PP
ELE
STL POST
0.5" CONDUIT
WMWV
WV
SSMH #4634(16-H-17)RIM=105.03INV=93.152" GAS1" G
A
S
TOP 48" CMP = 100.56
FL 48" CMP = 96.45 ICVICVRWVRWVWVWVWV
WV
S
SSMH #2829
RIM=104.70
INV=94.09
S
CO
BH-+/-
APPRX.
AC
AC
AC
CITY SLO SEWER
EASEMENT
APN: 053-171-034
PORTION PARCEL 1
37/PM/29
BHG PROPERTY LLC &
GJB REMAINDER LLC CA
L
L
E
JO
AQU
IN
CITY
S
L
O
D
R
AI
N
A
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30' DR
A
I
N
A
G
E
EASEM
E
N
T
#39
FD 1" IP
LS 3673
#392
FD BC
LS 8206
APN: 053-
171 - 033
APN: 053-171-032
CITY OF SLO EASEMENT PARCELPER DOC#2008043363SLB
390
393
1
0
4 1031041051
0
7 10610
6
105
W G2FMFMFMW
FM
G1
G1
G1
G1
G1
G1G1G2G2G2G2G2G2G2G2OHOHOHOHOHOHOHOHOHOHT
T
T
T
T
T
T
T
T
T SS10VCPOIL6OIL6OIL6OIL6OIL6OIL6OIL6OIL6OIL6SD48SD48SD48SD48SD48SD48SD48SD48SD48SS8VCSS8VCWM12WM12WM12WM12SS
SS
SS
SS
SS
SS
SS
SS
SS G2G2G2SS10VCPW8RW
W
W
E E E E E E E E
W
W
W
W
W
W
W
W
W8W8W8W8W8W8W8WWWT
T
T
T
T
T
T
T
T
E
E
E
E
E
E
E
E
SS10VCP SS10VCPSS10VCPSS10VCPSS12SS12SS12RWRWRWRWFMFMEEEE1SITE DEMOLITION PLAN
0 10 205
SCALE
1 INCH = 10 FEET
DEMOLITION NOTES
ITEM DESCRIPTION
NOTES:
LEGEND:
N
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CALLE JOAQUIN LIFT STATION - DEMOLITION PLAN10
C-200
SS
Know what's below.
Call before you dig.
W
G1
105
106107 108109110110
109
104
ICV
WV
TEL B
O
X CTVJP
UTL VLTELEWM WV
SSMH #4634(16-H-17)RIM=105.03INV=93.15RWVRWVWVWVWV
WV
SLB
1041
0
7
10
6
105
A
C-2
0
4BC-204CALLE JOAQUINC
C-204
1SITE AND GRADING PLAN
0 10 205
SCALE
1 INCH = 10 FEET
14
10
2
1
2
CONSTRUCTION NOTES:
3
1
2
N
2
1
NOTES:
1
1
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CALLE JOAQUIN LIFT STATION - SITE AND GRADING PLAN11
C-201
Know what's below.
Call before you dig.
LEGEND:
ICV
WV
TEL B
O
X CTVUT
L
V
L
T
UTL VLT4" DB
L
C
H
K
V
L
V
10" DBL
C
H
K
V
L
V
0.5" CONDUIT
WMWV
WV
SSMH #4634(16-H-17)RIM=105.03INV=93.15TOP 48" CMP = 100.56
FL 48" CMP = 96.45 RWVRWVWVWVWV
WV
SSMH #2829
RIM=104.70
INV=94.09
BH-+/-
APPRX.
390
393
W G2W
G1
G1
G1G1G2G2G2G2G2G2G2G2OHOHOHOHOHOHOHOHOHOHT
T
T
T
T
T
T
T
T
T SS10VCPOIL6OIL6OIL6OIL6OIL6OIL6OIL6OIL6OIL6SD48SD48SD48SD48SD48SD48SD48SD48SD48SS8VCSS8VCWM12WM12WM12WM12SS
SS
SS
SS
SS G2G2G2SS10VCPW8RW
W
W
E E E E E E E E
W
W
W
W
W
W
W
W
W8W8W8W8W8W8W8WWWT
T
T
T
T
T
T
T
T
E
E
E
E
E
E
E
E
SS10VCP RWRWRWRWEEEEBG1W4
W4 W4
W4
G1
G1
G1
G1
G1
G1
ACG1G1G1
G1
G1
G1
G1
G1
1
1UTILITY PLAN
0 10 205
SCALE
1 INCH = 10 FEET
1
4
1
CONSTRUCTION NOTES:
NOTES:
2
N
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CALLE JOAQUIN LIFT STATION - UTILITY PLAN12
C-202
Know what's below.
Call before you dig.
1
72" APPROACH MANHOLE 1
2
AFRP LIFT STATION
MATERIALS LIST
1
2
4
NOTES:
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CALLE JOAQUIN LIFT STATION AND APPROACH MANHOLE DETAILS13
C-203
Know what's below.
Call before you dig.
2CAST-IN-PLACE MANHOLE BASE
CONT'D CONT'DCSECTION
BSECTION
MATERIALS LIST
2
2
NOTES:
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CALLE JOAQUIN LIFT STATION AND APPROACH MANHOLE DETAILS14
C-204
Know what's below.
Call before you dig.
1
2
1
ASECTION
BSECTION
CSECTION
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CALLE JOAQUIN LIFT STATION - GRADING SECTIONS AND DETAILS15
C-205
NOTE:
Know what's below.
Call before you dig.
TYPICAL UTILITY CROSSING
SECTION
3
A
PIPE SUPPORT 2
TYPICAL THRUST BLOCKS 4
PLAN (TYPE-1)PLAN (TYPE-2)PLAN (TYPE-3, HORIZ BEND)
ELEV (TYPE-4, VERT BEND)SECTION
ENCASED DOUBLE BARREL SIPHON SECTION 5
VALVE BOX DETAIL 1
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CIVIL DETAILS - 116
C-501
Know what's below.
Call before you dig.
STUB AND CAP FOR FUTURE 1
JACKED CASING DETAIL 3 CASING SECTION B
METER VAULT 2
A
5
PRECAST CONCRETE
SECTION A
2
N
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CIVIL DETAILS - 217
C-502
Know what's below.
Call before you dig.
CENTER GATE STOP 3
1DOUBLE LEAF GATE DETAIL
POST & MATERIALS TABLE
TYPICAL FENCE ELEVATION 2
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
-
-
SEE DWG CIVIL DETAILS - 318
C-503
Know what's below.
Call before you dig.
1DETAIL
STA 8+50.42
2DETAIL
A
STA 6+06.43
6
NN55
STA 10+32.89
3DETAIL
EXISTING
FINAL
NSTA 111+05.25
4DETAIL
EXISTING
FINAL
N
ASECTION
5
5DETAIL
Know what's below.
Call before you dig.
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
5619
C-504
DC
NR
SEE DWG CIVIL DETAILS - 4
1GENERATOR NATURAL GAS CONNECTION
210" RESTRAINED TRANSITION COUPLER
NOTES:
1.COUPLER TO BE ISCO
ISMFJ1017IPSBELL OR
APPROVED EQUAL
NOTES:
1.COUPLER TO BE ISCO
ISMFJ1017IPSBELL OR
APPROVED EQUAL
3ODOR CONTROL UNIT DETAIL
4TYPICAL QUICK COUPLER DETAIL 5TYPICAL WALL PENETRATION
6STOP PLATE GUIDE
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
Know what's below.
Call before you dig.
20
C-505
DC
NR
SEE DWG CIVIL DETAILS - 5
G1
G1
G1
T
T
T
T
T
T
T
T
T
T
SS
SS
SS
E E E E E E E E E E
T
T
T
T
T
T
T
T
T
T
G1
G1
A
1CONNECTION AT EXISTING SEWER LATERAL
MATERIALS LIST
NOTES:
2VALVE VAULT
AVALVE VAULT SECTION
N
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
SEE DWG CIVIL DETAILS - 621
C-506
Know what's below.
Call before you dig.N
A
1WET WELL
MATERIALS LIST
NOTES:
AWET WELL SECTION
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
SEE DWG CIVIL DETAILS - 722
C-507
Know what's below.
Call before you dig.N1
SSS9090
9
0
90
90
909090
909090909090 100100
100888888888
8
88
88 8888
88
92
9292
92
92
92
9
2 92929294949494
94
94
94
94949
4
96
96
9
6
96 9696969
6
989898
9
898
10
2
102
102
1
0
2
1
0
2
10
41041061
0
6 1081
0
8
EXISTING 12" SEWER
0+00 1+002+00 3+004
+
0
0
5+006+006+360+50
1+50
2+50
3+50
4+505+50APPROX. EXISTING
CONCRETE ENCASEMENT
DOWNSTREAM POOL
UPSTREAM POOL
DOWNSTREAM RIFFLE
UPSTREAM RIFFLE
H
I
G
HW
A
Y
1
0
1
O
F
F
-
R
A
M
P
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
P R OFESSIONAL
REGISTERED
E
N
GI
NEERS
T
ATE
OF CA L IF O R NIANo. 80567
Exp. 03-31-2021
CIV I LSTEVEN A L L EN M
C
N
EELYPLAN - EXISTING TOPOGRAPHY
SCALE 1"=10'-0"
OL
GR
SM
-
1"=10'-0"EXISTING TOPOGRAPHY PLAN23
R-101
0 10 205
SCALE
1 INCH = 10 FEETN
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
P R OFESSIONAL
REGISTERED
E
N
GI
NEERS
T
ATE
OF CA L IF O R NIANo. 80567
Exp. 03-31-2021
CIV I LSTEVEN A L L EN M
C
N
EELY0
0
10'20'
H: 1" = 10'
10'20'
V: 1" = 1'
APPROX.
EXISTING SURFACE
DOWNSTREAM
RIFFLE
APPROX. EXISTING
CONCRETE ENCASEMENT
EXISTING 12" SEWER
PROFILE - EXISTING
SCALE 1"=10'-0"
APPROX. LOW FLOW
WATER SURFACE
DOWNSTREAM
POOL
UPSTREAM POOL
UPSTREAM RIFFLE
STA 0+25.27ELEV 84.74STA 1+46.77ELEV 86.45OL
NR
SM
-
SEE DWG EXISTING TOPOGRAPHY PROFILE24
R-102
&GB'S OR 50' INTERVALSSS9090
9
0
90
90
909090
909090909090 100100
100888888888
8
88
88 8888
88
92
9292
92
92
92
9
2 92929294949494
94
94
94
94949
4
96
96
9
6
96 9696969
6
989898
9
898
10
2
102
102
1
0
2
1
0
2
10
41041061
0
6 1081
0
8
APPROX. EXTENT
OF GRADING
(TO BE DESIGNED
BY CONTRACTOR)
DOWNSTREAM RIFFLE
MECHANICAL INVASIVE PLANT REMOVAL AREA.
REMOVE ACCUMULATED SEDIMENT AT BASE OF
VEGETATION. REGRADE TO MATCH EXISTING
CHANNEL BANKS UPSTREAM AND DOWNSTREAM
(TO BE SUPERVISED BY CITY REP).
0+00
1+002+00 3+00
4
+
0
0
5+006+006+360+50
1+50
2+50
3+50
4+505+50H
I
G
HW
A
Y
1
0
1
O
F
F
-
R
A
M
P
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
P R OFESSIONAL
REGISTERED
E
N
GI
NEERS
T
ATE
OF CA L IF O R NIANo. 80567
Exp. 03-31-2021
CIV I LSTEVEN A L L EN M
C
N
EELY0 10 205
SCALE
1 INCH = 10 FEETNB
C-05
A
C-05
PLAN - GRADING - FINAL
SCALE 1"=10'-0"
NEW 2x6" SEWER
EXCAVATE TRENCH FOR INSTALLATION OF
NEW PIPE AND REMOVAL OF EXISITNG PIPE
(TO BE DESIGNED
BY CONTRACTOR)
APPROX. EXISTING
CONCRETE ENCASEMENT
TO BE REMOVED
LOG WITH ROOTWAD. SEE SHEET 48
TRENCH APPROX.
80' WIDE x 16' DEEP x 450' LONG
(TO BE DESIGNED
BY CONTRACTOR)
NEW JOINED POOL
UPSTREAM RIFFLE
REMOVE (E) PIPE
LOG WITH ROOTWAD. SEE SHEET 48
OL
NR
SM
-
1" = 10'-0"GRADING PLAN - FINAL25
R-103
C
C-06
D
C-06
E
C-07
F
C-07
APPROX. DOWNSTREAM END
OF DEWATERING/BYPASS SYSTEM.
TO BE CONFIRMED ON SITE.
APPROX. UPSTREAM END
OF DEWATERING/BYPASS SYSTEM.
TO BE CONFIRMED ON SITE.
NOTE:
EXISTING PIPE TO BE STABILIZED IN PLACE
DURING EXCAVATION OF TRENCH AND
INSTALLATION OF NEW SEWER.
LEGEND:
LOG WITH ROOTWAD
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
P R OFESSIONAL
REGISTERED
E
N
GI
NEERS
T
ATE
OF CA L IF O R NIANo. 80567
Exp. 03-31-2021
CIV I LSTEVEN A L L EN M
C
N
EELY0
0
10'20'
H: 1" = 10'
10'20'
V: 1" = 1'
APPROX. FINISHED SURFACE
DOWNSTREAM
RIFFLE CREST
NEW 2x6" SEWER
PROFILE - GRADING - FG
SCALE 1"=10'-0"
APPROX. LIMITS OF
GRADING OF TRENCH FOR
INSTALLATION OF NEW
SEWER.
(TO BE DESIGNED BY
CONTRACTOR)
APPROX. EXISTING
SURFACE
APPROX. EXISTING
CONCRETE ENCASEMENT
STA: 2+32.41
ELEV: 86.75
2H :1V 2H :1V
EXISTING SEWER TO BE
REMOVED
APPROX. LOW FLOW
WATER SURFACE.
OL
NR
SM
-
SEE DWG GRADING PROFILE26
R-104
STA: 1+10.91
ELEV: 84.74
NOTE:
EXISTING PIPE TO BE STABILIZED IN PLACE
DURING EXCAVATION OF TRENCH AND
INSTALLATION OF NEW SEWER.
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
P R OFESSIONAL
REGISTERED
E
N
GI
NEERS
T
ATE
OF CA L IF O R NIANo. 80567
Exp. 03-31-2021
CIV I LSTEVEN A L L EN M
C
N
EELY0
0
10'20'
H: 1" = 10'
10'20'
V: 1" = 1'
APPROX.
EXISTING SURFACE
APPROX.
EXISTING SURFACE
A CROSS SECTION VIEW STA 10+10 - FG
-SCALE 1"=10'-0"
B CROSS SECTION VIEW STA 10+00 - FG
-SCALE 1"=10'-0"
LIMIT OF TRENCH (TO
BE DESIGNED BY
CONTRACTOR)
PROVIDE EROSION
PROTECTION ALONG
THE LENGTH OF
EXCAVATION
(SEE PLANTING PLAN)
TRENCH FOR
INSTALLATION OF
NEW SEWER. (TO BE
DESIGNED BY
CONTRACTOR)
NEW 2x6" SEWER CROSSING
BASE OF INSTALLATION TRENCH
FINISHED SURFACE TO
MATCH EXISTING SURFACE
NOTES:
1.REMOVE EXISTING PIPE AT LEAST 6-FEET IN FROM TOE OF BANK, EITHER BY PULLING A SEGMENT OR TRENCHING, CUTTING AND BACKFILLING.
REMOVE PIPE (EXTENT TO
BE SHOWN ON TRENCH
DESIGN BY CONTRACTOR)
PROVIDE EROSION
PROTECTION ALONG
LENGTH OF EXCAVATION
ELEVATION OF PIPE TO
BE CONFIRMED IN FIELD
APPROX.
FINISHED SURFACE
LIMIT OF TRENCH (TO
BE DESIGNED BY
CONTRACTOR)
REMOVE PIPE (EXTENT TO
BE SHOWN ON TRENCH
DESIGN BY CONTRACTOR)
PROVIDE EROSION
PROTECTION
(SEE PLANTING PLAN)
PROVIDE EROSION
PROTECTION
(SEE PLANTING PLAN)
OL
NR
SM
-
SEE DWG GRADING CROSS SECTIONS - 1 OF 327
R-105
NOTE:
EXISTING PIPE TO BE STABILIZED IN PLACE
DURING EXCAVATION OF TRENCH AND
INSTALLATION OF NEW SEWER.
EXISTING GRADE
LEFT BANK RIGHT BANK
3H:1V
10H:1V
EXISTING GRADE
LEFT BANK RIGHT BANK
3H:1V
10H:1V
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
P R OFESSIONAL
REGISTERED
E
N
GI
NEERS
T
ATE
OF CA L IF O R NIANo. 80567
Exp. 03-31-2021
CIV I LSTEVEN A L L EN M
C
N
EELYOL
NR
SM
-
1" = 10'-0"GRADING CROSS SECTIONS - 2 OF 328
R-106
C CROSS SECTION VIEW STA 3+69 - FG
-SCALE: H 1"=15'-0"
D CROSS SECTION VIEW STA 4+20 - FG
-SCALE: H 1"=15'-0"
NOTES:
1.GRADING SLOPES ARE INDICATIVE TO SHOW REMOVAL OF ACCUMULATED
SEDIMENT AT THE BASE OF INVASIVE VEGETATION (TO BE REMOVED).
WHERE ACCUMULATED SEDIMENT IS FOUND WIHTIN THE VEGETATION
CLEARING ZONE, GRADE BANKS AT A MAXIMUM SLOPE OF 3H:1V, MINIMUM
SLOPE OF 10H:1V TO MATCH EXISTING BANK SLOPE UPSTREAM AND
DOWNSTREAM. TO BE SUPERVISED BY CITY REP.
V 1"=15'-0"
V 1"=15'-0"
00 15'30'
1" = 15'
EXISTING GRADE
LEFT BANK RIGHT BANK
3H:1V
10H:1V
EXISTING GRADE
LEFT BANK RIGHT BANK
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
P R OFESSIONAL
REGISTERED
E
N
GI
NEERS
T
ATE
OF CA L IF O R NIANo. 80567
Exp. 03-31-2021
CIV I LSTEVEN A L L EN M
C
N
EELYOL
NR
SM
-
1" = 10'-0"GRADING CROSS SECTIONS - 3 OF 329
R-107
E CROSS SECTION VIEW STA 4+70 - FG
-SCALE: H 1"=15'-0"
F CROSS SECTION VIEW STA 5+26 - FG
-SCALE 1"=30'-0"
NOTES:
1.GRADING SLOPES ARE INDICATIVE TO SHOW REMOVAL OF ACCUMULATED
SEDIMENT AT THE BASE OF INVASIVE VEGETATION (TO BE REMOVED).
WHERE ACCUMULATED SEDIMENT IS FOUND WIHTIN THE VEGETATION
CLEARING ZONE, GRADE BANKS AT A MAXIMUM SLOPE OF 3H:1V, MINIMUM
SLOPE OF 10H:1V TO MATCH EXISTING BANK SLOPE UPSTREAM AND
DOWNSTREAM. TO BE SUPERVISED BY CITY REP.
00 15'30'
1" = 15'
V 1"=15'-0"
NATIVE TREE WITH
ROOTWAD
FLOW
FINISHED GRADE
BRANCHES AND FOILAGE NOT
SHOWN FOR CLARITY, BUT MAY
BE LEFT INTACT
NOTES:
1.NATIVE TREES SHALL BE SALVAGED WITH THE ROOTWAD INTACT TO THE EXTENT POSSIBLE.
2.LIMB BRANCHES FROM ONE SIDE OF THE TREE SO THAT THS SIDE COMES INTO CLOSER CONTACT WITH THE STREAM BED. REMAINING
BRANCHES AND FOLIAGE ARE NOT SHOWN FOR CLARITY, BUT MAY BE LEFT INTACT.
3.TREES WITH ROOTWADS WILL GENERALLY BE PLACED WITH THE ROOTWAD END IN THE UPSTREAM DIRECTION. FINAL POSITIONING OF TREES
WITH ROOTWADS WILL BE DIRECTED BY THE CITY REPRESENTATIVE.
4.SEE TYPICAL ANCHORING DETAILS ON THIS SHEET FOR ANCHOR REQUIREMENTS REFER TO SPECIFICATION SECTION 02990 FOR THE DETAILS
OF THESE REQUIREMENTS.
5.INSTALL DUCKBILL ANCHORS PER MANUFACTURERS SPECIFICATIONS. INSTALL A MINIMUM OF 2 ANCHORS PER LOG. EACH ANCHOR SHALL BE
LOAD LOCKED AND TESTED USING A MANTA LL-2 ANCHOR LOCKING KIT. TESTING AND REPORTING SHALL BE AS DESCRIBED IN SPECIFICATIONS
SECTION 02990.
LIMB BRANCHES FROM ONE SIDE
OF THE TREE SO THAT THS SIDE
COMES INTO CLOSER CONTACT
WITH THE STREAM BED.
INSTALL ANCHORS PER MANUFACTURERS SPECS.
INSTALL 2 ANCHORS PER LOG.
LOAD LOCK AND TESTED USING A MANTA LL-2.
(SEE SPECS SECTION 02990)
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
P R OFESSIONAL
REGISTERED
E
N
GI
NEERS
T
ATE
OF CA L IF O RNIANo. 80567
Exp. 03-31-2021
CIV I LSTEVEN A L L EN M
C
N
EELYOL
NR
SM
-
-DETAILS - ROOTWAD30
R-108
1 ROOTWAD DETAIL
-SCALE: NTS
EXISTING
VEGETATION
EXISTING
DENSE
VEGETATION
C
A
B
R
I
L
L
O
HW
Y
N
O
R
T
H
B
O
U
N
D
O
F
F
R
AM
P
S
AN
LU
I
S
O
B
I
S
PO
CR
E
E
K
A
G
R
I
C
U
L
T
U
R
A
L
F
A
R
M
R
D
AGRIULTURAL FIELD
R
R
1.SEED QUANTITIES PROVIDED IN PLANTING LIST ARE IN POUNDS OF PURE LIVE SEED (PLS).
2.INSTALL PLANT MATERIALS IN QUANTITIES AS SHOWN GRAPHICALLY ON DRAWINGS.
3.NO PLANT, CUTTING OR SEED SPECIES OR VARIETY CAN BE SUBSTITUTED, ALTERED OR DELETED FROM THIS PROJECT WITHOUT THE WRITTEN APPROVAL OF THE CITY REPRESENTATIVE.
4.IN ADDITION TO AREAS TO BE SEEDED WHERE INDICATED ON PLANTING PLANS, CONTRACTOR SHALL SEED ANY AREAS DISTURBED BY CONSTRUCTION, VEHICLE OR EQUIPMENT ACCESS, STAGING, MATERIAL STORAGE OR RELATED ACTIVITIES. USE
NATIVE EROSION CONTROL MIX AT THE RATE OF 65 LBS OF PLS/ACRE CONSISTING OF 6 LBS VULPIA MICROSTACHYS 'THREE WEEKS FESCUE', 4 LBS TRIFOLIUM WILDENOVII 'TOMCAT CLOVER', 5 LBS NASSELA CERNUA 'NODDING NEEDLEGRASS', 10 LBS
ELYMUS GLAUCUS 'BLUE WILDRYE', 5 LBS HORDEUM BRACHYANTHERUM SPP. CALIFORNICUM 'CALIFORNIA MEADOW BARLEY. SEED MIX AVAILABLE AT PACIFIC COAST SEED. WHERE SOIL IS COMPACTED OVER 80% RELATIVE COMPACTION, AND AS
DETERMINED BY CITY REPRESENTATIVE, SOIL SHALL BE RIPPED OR ROTOTILLED TO THE DEPTH OF 9", RINGROLLED OR RAKED PARALLEL WITH CONTOUR AND SEED SHALL BE RAKED IN (PARALLEL W/CONTOUR). EXISTING ORGANIC DUFF AND DEBRIS
SHALL BE SALVAGED AND DISTRIBUTED EVENLY OVER SEEDED AREAS ON SLOPES BETWEEN 4:1 AND 3:1 TO PROVIDE A MIN.1/2 THICK LAYER. SLOPES BETWEEN 3:1 AND 1.5:1 SHALL BE PROTECTED WITH COIR NETTING (FABRIC) OF 600gm2 (3:1 to 2:1)
AND 900gm2 (2:1 to 1.5:1) WEIGHT. COIR FABRIC SHALL BE ANCHORED WITH 24" LONG, WEDGE-SHAPED STAKES CUT FROM 2X4 NPT DF WOOD, STAGGERED AT 3'-0" O.C.
5.5% OR 5 (WHICHEVER LARGER) OF CONTAINERIZED PLANTS OF EACH SPECIES SHALL BE TESTED IN THE SOURCE NURSERY FOR PHYTOPHTHORA INFESTATION. IF A PLANT OF ANY SPECIES TESTS POSITIVE FOR PHYTOPHTHORA, NO OTHER PLANTS
OF THE SAME SPECIES FROM THE SAME NURSERY WILL BE ALLOWED IN THE PROJECT. PLANTS WILL BE SUBSTITUTED FROM A DIFFERENT NURSERY (AFTER TESTING THERE PROVES THEY ARE NEGATIVE FOR PHYTOPHTHORA). NO INFECTED,
DISEASED OR INSECT INFESTED PLANT SHALL BE DELIVERED TO THE PROJECT AREA.
6.NURSERY PLANTS DELIVERED TO THE PROJECT AREA SHALL BE IN A THRIVING CONDITION AND SHALL SHOW NO SIGNS OF ANY NUTRIENT OR MINERAL DEFICIENCIES.
7.PLANTS SHALL BE IN THRIVING CONDITION BOTH AT THE TIME OF DELIVERY TO THE SITE AND DURING THE FINAL PLANT INSTALLATION ACCEPTANCE INSPECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR PROTECTION AND ALL
NECESSARY MAINTENANCE, INCLUDING TEMPORARY IRRIGATION BETWEEN PLANT DELIVERY TO THE PROJECT AREA AND INSTALLATION ACCEPTANCE INSPECTION.
WATER SURFACE
(BASE FLOW)
RESTORATION SIGNRR
30 601500
SCALE
1 INCH = 30 FEETN PLANTING PLANPLANTING SCHEDULE
SEED MIXES
NOTES
LEGEND
GS
CM
GS
DSC
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
7
L- 4
7
L- 4
AT 34" X 22" DRAWING SIZE
SCALE ACCORDINGLY IF REDUCED
L-101
31
C
A
B
R
I
L
L
O
HW
Y
N
O
R
T
H
B
O
U
N
D
O
F
F
R
A
M
P
S
AN
LU
I
S
O
B
I
S
POCRE
E
K
A
G
R
I
C
U
L
T
U
R
A
L
F
A
R
M
R
D
AGRICULTURAL FIELD
ARUNDO DONAX HAND REMOVAL AREA
ARUNDO DONAX MECHANICAL REMOVAL AREA
COIR LOG
EROSION CONTROL FABRIC
30 601500
SCALE
1 INCH = 30 FEETN INVASIVE SPECIES REMOVAL ANDEROSION CONTROL PLANGS
CM
LEGEND
GS
DSC
NOTES
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
AT 34" X 22" DRAWING SIZE
SCALE ACCORDINGLY IF REDUCED
L-102
32
SSSSAN LUIS OBISPO CREEKAGRICULTURAL FIELDAGRICULTURAL FARM RDCABRILLO HWY NORTH BOUND OFF RAMPUPLANDDRIP ZONEWESTRIPARIANOH ZONENORTHRIPARIANOH ZONESOUTHRIPARIAN OHZONE EASTUPLAND DRIPZONEIRRIGATIONPIPEBRIDGEMYPOC QQWW
POCQYMW30601500SCALE1 INCH = 30 FEETNIRRIGATION NOTESIRRIGATION LEGENDIRRIGATION PIPE CHART2L-5CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCALLE JOAQUIN STREAM RESTORATION
MAY 2020911335590% PLANSET6L- 46L- 4GSCMGSDSC1"=10'-0"IRRIGATION PLAN33L-103
2"San Luis Obispo CreekRevegetation in ProgressTo enKanFe fisK anG ZiOGOife Kabitat forFonservation anG Pitigation purposesCOoseG to pubOiF entry No Oittering or GuPpingNo unautKori]eG veKiFOe use No FaPpingNo fires Dogs proKibiteG9ioOators Pay be subMeFt to penaOty)or Pore inforPation on tKe Restoration go to ZZZsOoFityorgCity of San Luis Obispo.\SLO city logo trans.tifIRRIGATIONRECYCLED WATERDO NOT DRINKNO BEBERIRRIGATIONRECYCLED WATERDO NOT DRINKNO BEBERTREE PLANTING DETAILNTS1TREE PLANTING ON SLOPENTS2POLE PLANTING DETAILNTS43ACORN PLANTING DETAILNTS5TYPICAL WOOD STAKE DETAILNTSMISCELLANEOUS DETAILSGSCMGSDSCRECYCLED WATER SIGNNTS6RESTORATION SIGNNTS7CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCALLE JOAQUIN STREAM RESTORATION
MAY 2020911335590% PLANSETRECYCLED WATER SIGN LETTERING DETAILNTS8L-10434
11011567893412121360"18"24"MANIFOLD CONNECTIONSDRIPPERLINE END FLUSH VALVENTS1NTSNTSIRRIGATION DETAILSGSCMNTSNTSQUICK COUPLER VALVE BOX3SPRINKLER ON BRACED RISER ON RIPARIAN BANK4SUBSURFACE DRIPLINE5SUBSURFACE DRIPPLERLINE6NTSSTEEL PIPE ON PIPE BRIDGE7NTSTHRUST BLOCKS7GSDSCCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCALLE JOAQUIN STREAM RESTORATION
MAY 2020911335590% PLANSETL-10535
DOWNSTREAM ECF RUN WIDTHMAX. 18"36" MAX. DISTANCE INANY DIRECTION, TYPICALSTAKE @ 18" O.C.@ ALL EDGESOF ECF TYPICALDOWNSLOPEPLACE STAKES AT A SUFFICIENT DISTANCE FROMEDGE OF ECF TO PREVENT UNRAVELINGSTREAM FLOW (DOWN-VALLEY) DIRECTIONSTREAM FLOW (DOWN-VALLEY) DIRECTIONKEY EVERY 2ND ECF RUN INCHECK SLOTMIN. 12" OVERLAP24" WOOD STAKES @ 18" O.C. @ LAPSDOWN
SLOPEEDGE OF DOWNSTREAM ECF RUN BELOWUPSTREAM ECF RUNUPSTREAM EDGE OF ECF.KEY TRENCHINSTALL EROSION CONTROL FABRIC (ECF)PARALLEL TO SLOPEECF KEYED INTO TRENCH ANDWRAPPED OVER TRENCH ATUPSTREAM MOST EDGE WHERE ECFDOES NOT TIE INTO OTHER EROSIONCONTROL STRUCTURESECF KEYED INTO TRENCH AT TOP OF SLOPE, WRAP ECFOVER TRENCH ONLY IF BOTTOM (DOWNSLOPE) END IS NOTWRAPPED OVER BOTTOM (DOWNSLOPE) TRENCHKEY ECF INTO TRENCH AND WRAP OVER TRENCH AT BOTTOM OFSLOPE WHERE ECF DOES NOT TIE INTO OTHER EROSION CONTROLSTRUCTURESUPSLOPE ECF RUNLENGTH DOWNSLOPE ECF RUNLENGTH
UPSTREAM ECF RUN WIDTHEDGE OF UPSTREAM OVERLAPPING ECF18"12" MIN.OVERLAPEDGE OF UPSLOPE OVERLAPPINGECF RUNEDGE OF DOWNSLOPE ECF RUN BELOWUPSLOPE ECF RUNSTAKE @ 18" O.C.@ ALL EDGESOF ECF TYPICALSTAKE @ 18" O.C.
@ ALL EDGES
OF ECF TYPICAL
STAKE @ 18" INCHECKSLOTS TYP.STAKE @ 18" O.C.@ ALL EDGESOF ECF TYPICAL12" MIN. OVERLAPSTAGGER STAKES BY 9" O.C. TYP.2 ROWS OF 24" WOODSTAKES STAGGERED @18" O.C.@CHECK SLOTEROSIONCONTROLFABRIC24" WOOD STAKES@ 3' O.C. STAGGEREDIN THE FIELDNATIVESUBSTRATE ORENGINEERED FILLFLOW DIRECTION12" OVERLAP9" MIN12" OVERLAPEX. GRADEEX GROUNDCOMPACTED FILL ANDROCKSSTAKES @18" O.C.12"X12" MIN. KEY TRENCH12" MIN.EROSION CONTROL FABRIC TYPICAL INSTALLATION PLANNTS1EROSION CONTROL FABRIC TYPICAL INSTALLATION SECTIONNTS2DETAILS2L-6GSCMGSDSC1L-7CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCALLE JOAQUIN STREAM RESTORATION
MAY 2020911335590% PLANSETL-10636
SEE SHEET
L2
FOR
CO
IR
LOGPLACEMENTDOWNSLOPE12" WIDE X 12" DEEP KEYTRENCH. FOLD ECF TWICEAND STAKE AT 18" O.C. @BOTTOM OF TRENCH,BACKFILL AND COMPACTSOIL TO 80% RELATIVEDENSITY.ECF, INSTALL FABRIC RUNS PERPENDICULAR TO CONTOURFINISHED GRADE24" WOOD STAKES @ 36" O.C. MAX IN FIELD, STAGGERED; 18" O.C. @ LAPS (DO NOTCUT FABRIC)12" DIA COIR WATTLE IN 6" DEEP TRENCH @ 10' O.C. MAX. SECURE HORIZONTALLY LEVEL (EXACTLY ONCONTOUR) WITH 36" LONG WEDGE SHAPE (NON-PRESSURE TREATED) WOOD STAKE @ 36" O.C. (SEE STAKECONSTRUCTION )PILE TOPSOIL EXCAVATED FROM TRENCHES ABOVE TRENCHES, TYP. ENSURE4"- 6" HEIGHT BETWEEN SOIL SURFACE AND TOP EDGE OF WATTLE12" WIDE X 12" DEEP KEYTRENCH-TRIPPLE LAYEREDECF STAKED AT 18" O.C. INBOTTOM OF TRENCH;BACKFILL TRENCH W/SOILAND COMPACT.NATIVE SUBSTRATEOR ENGINEERED FILL.BROADCAST SEED BELOW ECFUPSLOPE TRENCH KEYINSTALL POLE CUTTINGS WHEREINDICATED ON PLANEROSION CONTROL FABRIC - TYPICAL SECTION PERPENDICULAR TO STREAM FLOW DIRECTIONNTS1DETAILSGSCMGSDSCCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCALLE JOAQUIN STREAM RESTORATION
MAY 2020911335590% PLANSETL-10737
105
106107 108109110110
109
104
ICV
WV
TEL B
O
X CTVUTL VLTWMWV
SSMH #4634(16-H-17)RIM=105.03INV=93.15RWVRWVWVWVWV
WV
1041
0
7
10
6
105
3
S-5011
S-102
2
S-102
1PUMP STATION STRUCTURE AND WALL LAYOUT PLAN
0 5 102.5
SCALE
1 INCH = 5 FEET
N
19
S-503
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
SEE DWG PUMP STATION STRUCTURE AND WALL LAYOUT PLAN38
S-101
Know what's below.
Call before you dig.
1
95
100
110
120
95
100
110
120
0+75 1+00 1+50 2+00 2+50 2+75
A
S-103
B
S-103
C
S-103
℄
8
1WALL PROFILE @ FRONT FACE OF WALL
2STAIRS
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
SEE DWG WALL PROFILE AND DETAILS39
S-102
Know what's below.
Call before you dig.
TYPICAL CMU WALL 1
17
7
MCJ @ C
CMU WALL A CMU WALL B
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
SEE DWG WALL SECTIONS40
S-103
Know what's below.
Call before you dig.
UTL VLT15S-5033
E-10720S-503
19
S-503
19
S-50
3
17
S-50
3
19
S-503
18
S-50
3
14
S-50
2
8
S-502
15
S-503
2
-
2
E-107
1SLAB PLAN004'2'
1/2" = 1'-0
N CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
SEE DWG CONCRETE SLAB PLAN41
S-104
Know what's below.
Call before you dig.
2CORNER DETAIL
CONCRETE COVER OVER
CONCRETE FOOTING AT
REINFORCING STEEL 1 SIDEWALK SLAB JOINTS 2
CONSTRUCTION JOINT
PIPES AND CONDUITS 5
WEAKENED PLANE JOINT 2B
2A
EXPANSION JOINT 2C
THICKENED EDGE
SLAB ON GRADE 3
EXPANSION JOINT 6CONSTRUCTION JOINT CJ3 4
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
SEE DWG STRUCTURAL DETAILS - 142
S-501
Know what's below.
Call before you dig.
CONTROL JOINT 7
HANDRAIL POST POCKET 13 REMOVEABLE HANDRAIL 14
TYPICAL STAIR 8 TYPICAL STAIR 9 HANDRAILS 10
HANDRAIL DETAILS 11 HANDRAIL DETAILS 12
REMOVABLE
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
SEE DWG STRUCTURAL DETAILS - 243
S-502
Know what's below.
Call before you dig.
16COLLAR BEAM 15 @ LIFT STATION SLAB 17
TYP. FENCE POST & POCKET
PERIMETER FENCE 19 EDGE OF EQUIPMENT PAD DETAIL20
REMOVABLE HANDRAIL POSTS 18
LIGHT POLE FOOTING 21 DAVIT FOOTING 22
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
SEE DWG STRUCTURAL DETAILS - 344
S-503
Know what's below.
Call before you dig.
CONSTRUCTION JOINT CJ2
TESTS AND INSPECTIONS
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
DC
NR
SEE DWG SPECIAL INSPECTION45
S-504
Know what's below.
Call before you dig.
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56ELECTRICAL LEGEND AND ABBREVIATIONSE-101
46
DD
AR
CU/NG
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
SINGLE LINE DIAGRAM - INTERIM PHASE 1
GENERATOR
RECEPTACLE
(EXIST.)
EXISTING
FACILITY
SINGLE LINE DIAGRAM - NEW FACILITY 2
PANEL
"A"
160A, 240V, 3-PH
MANUAL TRANSFER
SWITCH
(TEMPORARY)
TRANSFER SWITCH
(EXIST.)
SERVICE
METER
BOX
(EXIST.)
20HP
(FLA = 54 AMPS)
PUMP LP-01
200A
GENERATOR
RECEPTACLE
(EXISTING,
RELOCATED)
60 kW
GENERATOR
200A
UTILITY
METER
MCC, 200A, 240/120V, 3PH, 4-WIRE, 42K AICS
40A
2P
200A
3P
3
M200A
3P
MCC & ICP ELEVATION 3
MCC C/B
GEN C/B
MAIN C/B
ATSPANEL
"A"
PUMP
LP-01
PUMP
LP-02
COMMON
CONTROLS
ICP
36"
20"20"20"
PG&E METER
PG&E SERVICE CONDUIT
PER PLANS
GENERATOR RECEPTACLE
CONCRETE PAD
200A, 240V, 3-POLE
AUTOMATIC
TRANSFER
SWITCH
G
PG&E 240/120V,
3-PHASE, 4-WIRE
SERVICE
200A
3P
WP ENCLOSURE NOT SHOWN FOR CLARITY
200A
3P
2
2
3
100A
MCP
3
100A
MCP
3
3
4" CO TO PG&E
POWER POLE
NOTES:
PROVIDE CONDUIT AND WIRE FOR TEMPORARY POWER TO NEW MOTOR CONTROL CENTER.
REMOVE TEMPORARY CONDUIT AND WIRE AFTER THE NEW FACILITY IS OPERATIONAL AND THE
POWER SERVICE HAS BEEN INSTALLED BY PG&E.
REMOVE EXISTING ELECTRICAL EQUIPMENT AFTER PG&E HAS PROVIDED PERMANENT POWER.
RELOCATE EXISTING GENERATOR RECEPTACLE TO NEW PERMANENT INSTALLATION AS SHOWN
ON DETAILS 2 AND 3.
EXTEND CONDUIT AND CABLES TO TOP OF POWER POLE. PROVIDE NEW WEATHERHEAD AND
LEAVE 4' OF WIRE FOR CONNECTION TO PG&E OVERHEAD POWER LINES. REFER TO SHEET
E-106, DETAIL 2.
DO NOT USE NEW GENERATOR FOR CONSTRUCTION OR FOR TEMPORARY POWER.
1
2
3
2"C-4#2/0 + 1#6 GND.1
LOAD SCHEDULE
20PUMP LP-01
PUMP LP-02
PANEL A
20
21.5
21.5
LOAD DESCRIPTION HP KVA FLA
2
SUB-TOTAL:
25% OF LARGEST MOTOR:
TOTAL:
45
5.4
50.4 121.4
SITE LIGHT SWITCH
MANUFACTURER'S
CABLE
PULLBOX
PB-1
20HP
(FLA = 54 AMPS)
PUMP LP-02
SINGLE LINE DIAGRAMS AND ELEVATIONE-102
47
EXISTING PG&E
POWER POLE
4
472"90"5
5
2"C-4#3/0 + 1#6 GND.
DD
AR
CU/NG
ICV
TEL B
O
X CTVUT
L
V
L
T
UTL VLT4" DB
L
C
H
K
V
L
V
W
W
G1G1G1G1OHOHOHOHOHOHOHOHOHT
T
T
T
T
T
T
T
T
T EOIL6OIL6OIL6OIL6OIL6OIL6OIL6WM12SS G2G2W
W
E E E E E E E E EW
W
W
W
T
T
T
T
T
T
T
E
E
E
E E
E
E
E
E
OH
1
LIGHT POLE
PUMP LP-02
PANEL A
PUMP LP-01
ICP
UTILITY
METER
EXISTING PG&E
POLE #1009608620
GFI,
WP
1
3
MCC
CONTROL PANEL
GENERATOR
53
LT-021A 34
PULLBOX PB-1
WET WELL
FE-141
LSH-141
FLOWMETER VAULT
CLASS 1, DIVISION 2
3
1
2
2"C-4#2/0 + 1#6 GND.
EXISTING TRANSFER SWITCH
EXISTING DISCONNECT
EXISTING PG&E METER
LT-021B
LSHH-011
CLASS 1,
DIVISION 1
VALVE VAULT
CLASS 1, DIVISION 2
4
4
1
VAULT
INTRUSION
SWITCH ZS-995
VAULT
INTRUSION
SWITCH ZS-997
2
5
5
5
2
6
EXISTING PG&E POLE TO REMAIN,
REFER TO SHEET E-106, DETAIL 2
CLASS 1,
DIVISION 2
SIGNAL BOX FOR
FUTURE CITY PROJECT
(2) 2" C.O. FOR FUTURE
CITY PROJECT
5
ANTENNA
7
TEMPORARY MANUAL
TRANSFER SWITCH
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
1ELECTRICAL SITE PLAN
NOTES:
CLASS I, DIV. 1 HAZARDOUS AREA WITHIN WET WELL.
CLASS I, DIV. 2 HAZARDOUS AREA WITHIN VAULTS.
2'W x 3'L x 3'D IN GRADE PULLBOX. H2O TRAFFIC RATED.
LABEL COVER "ELECTRICAL". PROVIDE EXPLOSION PROOF
(CLASS 1, DIV. 2) CONDUIT SEALS INSIDE THE PULLBOX.
PROVIDE EXPLOSION PROOF SEAL FOR ALL CONDUITS
ENTERING AND LEAVING HAZARDOUS AREA.
REMOVE AND DISPOSE OF EXISTING ELECTRICAL PANEL AND
ASSOCIATED CONDUIT AND WIRE AFTER INTERIM PHASE.
EXTEND CONDUIT AND CABLES TO TOP OF POLE. REFER TO
SHEET E-102, DETAIL 1 AND SHEET E-106, DETAIL 2.
MAINTAIN 12" MINIMUM SEPARATION FROM OTHER CONDUITS,
WATER LINES AND GAS LINES.
1
2
3
N
00
1/4" = 1'-0
4'8'
4
5 CALLE JOAQUIN LIFT STATIONELECTRICAL SITE PLANE-103
48
6
7
DD
AR
CU/NG
4 GROUND WELL
DETAIL
#4 BC IN BOTTOM
OF CONCRETE PAD
GENERATOR
MCC
#4 BC
3/4"C-1#4 BC
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
1GROUNDING PLAN
P02A
120/240V, 1PH, 3WBUS: AMPS
NAMEPLATE A
1
LTG
WATTAGE
A B
VOLTS:
OUTLETS
REC MISC MISC
2
10,000 AICS
20A-1P U.O.N.
MTG.
OUTLETS
LTG REC
MAIN
KW + LCL
TOTAL LOAD
KW=
TOTAL LOAD
VOLTSKW AT 1PH=AMPS
LIGHTING
240
MCC
WATTAGE
BA
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
COMMON CONTROLS
GEN. HEATER
GEN. BATTERY CHARGERMCC HEATERS
RECEPTACLES
SPACE
100
40A/2P
300
180
400
3
1
4
700 180
1
1
50
1000
200
250 1000
2.1 2.1 9
SPARE
SPACE
SPARE
N
00 4'2'
1/2" = 1'-0
CONDUIT SCHEDULE
CONDUIT
POWER CONTROL
FROM TO REMARKSGROUNDGROUND
SIZE SIZE QTY.SIZE QTY.SIZE QTY.SIZE QTY.SIZE
2"MANUFACTURER CABLE PUMP LP-01 PB-1 INTRINSICALLY SAFE CABLE
2"3 #4 1 #8 PB-1 (PUMP LP-01)MCC
2"MANUFACTURER CABLE PUMP LP-02 PB-1 INTRINSICALLY SAFE CABLE
2"3 #4 1 #8 PB-1 (PUMP LP-02)MCC
2"4 #3/0 1 #2 GENERATOR MCC
1"3 #12 1 #12 GENERATOR MCC (PANEL A)GEN. HEATER & GEN.
BATTERY CHARGER
2"4 #3/0 1 #2 UTILITY METER PG&E POWER POLE COORDINATE POWER POINT
OF CONNECTION WITH PG&E
1"MANUFACTURER CABLE LT-021A ICP
1"MANUFACTURER CABLE LT-021B ICP
1"MANUFACTURER CABLE LSHH-011 MCC
1"4 #14 1 #14 MCC (COMMON CONTROLS)ICP LSHH-011, BACKUP SYSTEM
ACTIVE
1"MANUFACTURER CABLE FE-141 FIT-141
1"2 #14 1 #14 GENERATOR MCC ATS
1"10 #14 1 #14 GENERATOR ICP GENERATOR AND BATTERY
CHARGER SIGNALS
1"2 #14 1 #14 LSH-141 ICP
1"2 #14 1 #14 ATS GENERATOR
1"6 #14 1 #14 ATS ICP
1"2 #14 1 #14 VALVE VAULT INTRUSION
SWITCH ZS-995 ICP
1"2 #14 1 #14 VAULT INTRUSION SWITCH
ZS-997 ICP
1"20 #14 1 #14 MCC ICP
1"MANUFACTURER CABLE PUMP LP-01 PB-1 MOISTURE AND TEMP
1"4 #14 1 #14 PB-1 MCC MOISTURE AND TEMP
1"MANUFACTURER CABLE PUMP LP-02 PB-1 MOISTURE AND TEMP
1"4 #14 1 #14 PB-1 MCC MOISTURE AND TEMP
2"1 ANTENNA CABLE ICP-1 NEW ANTENNA
P03
P05
P04
C01
C02
C04
C05
C06
C07
C03
C03A
C10
C09
C08
P01A
P01
P02
C11
C12
C13
C14
C15
C16 GROUNDING PLAN,PANEL AND CONDUIT SCHEDULESE-104
49
C17
DD
AR
CU/NG
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
CONTROL SCHEMATIC 1
*
MOTOR HIGH
TEMP FAILR
CR2
30
31
35
18
16
17
13
15
14
M
11
10
9
7
8
6
4
3
TD0
2
1
RUNG
ETM
CR1
1-180 SEC.
AUTO
AUTO
*
AUTO
HAND
TD0
M
W
19
CR2
NOTES:
CONDUCTIVITY SENSOR RELAY. (SUPPLIED BY PUMP
MANUFACTURER TO BE INSTALLED IN STARTER CUBICLE).
INSTRINSICALLY SAFE RELAY. WARRICK SERIES 17XXG0
CLOSES INSTANTANEOUSLY UPON ENERGIZATION OF RELAY.
STARTS TIMING & OPENS UPON TIMING OUT.
PROVIDE A WARNING SIGN:
"WARNING: DO NOT OPERATE WITH WET WELL EMPTY".
SET THESE TIMERS JUST LONG ENOUGH TO PREVENT RACING.
THESE CABLES SHALL BE PROVIDED TOGETHER WITH PUMP
POWER CABLES BY PUMP MANUFACTURER.
OPENS PRIOR TO TRANSFER AND CLOSES AFTER TRANSFER.
AR2
M
AR1
A
AR2
SYMBOLS (THIS DWG. ONLY)
ICP
DOOR MOUNTED
OL
5
12
FAULT
RESET
TO MOTOR MOISTURE
PROBE LE-1x1
32
READY TO
CR1
*
RUN TO
M
*
MOISTURE
ALARM TO
AR1
*
AR2
TEMP TO *
~
LSHH-011
CR10
TD10
A
TD10
PUMPS ON
BACKUP
A-2
70 HIGH-HIGH LEVEL
SWITCH ACTIVATED
TO
CR10
71
BACKUP SYSTEM
ACTIVE TO
CR11
73
LP-1 CALL
CR11
74
CR12
50
51
52
OFF
XOO
OOX
OOX
OXO
OOX
MOISTURE
ALARM
CALL
AR1
LP-2 CALL
A
TD11
LP-1 CALL TIMING IN
PROGRESS
A
TD12
LP-2 CALL IN
PROGRESS
G
TD11
LP-1 CALLED
G
TD12
LP-2 CALLED
AR1
AR2
M (LP-01)
M (LP-02)
FIT-141
TEST BACKUP
53
54
55
56
57
59
CR12
72
ICTOOX
XO
M1
TD12A
TD12A
CR11 M1
61
58
60
0-30 SEC.
0-30 MIN.
0-30 SEC.
0-30 MIN.
33
COMMON
CONTROLS
MX
34
COMMON
CONTROLS
MX
MX
~
COMMON CONTROLS 2
*
*
4
CONTROL
POWER ON
4,14,32
4,19,35
30
10,31,37,38
18
33,34
51,70
52
54,59
56,61
57,71,73
60
72,74
CR10
TD11
TD12
CR11
CR12
CR11 (PUMP #1)
CR12 (PUMP #2)
ALARM AND
SHUTDOWN
MOISTURE
FAIL ALARM
ONLY
240V, 3Ø
N (PWR)
TO MOTOR KLIXON
TEMPERATURE PROBE
ATS
CONTROL SCHEMATIC DIAGRAMSE-105
50
36
OL
OVERLOADS TO *
37
38
RESET
DD
AR
CU/NG
6' HIGH CHAIN LINK FENCE6' HIGH CHAIN LINK FENCE
MCC
LSHH-011
MANUFACTURER'S CABLES
CLASS 1, DIV. 1 AREA1
C01
C02
C03
P01A
P02A
C01
C02
C03
P01
P02
PULLBOX PB-1
LT-021B
LT021A
C15
C13
C16
C14
CLASS 1, DIV. 2 AREA
18"
3'-0"3'-0"
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
1FRP LIFT STATION
NOTES:
PROVIDE CLASS 1, DIV. 1 SEALS FOR ALL CONDUIT
ENTERING OR LEAVING RATED AREAS.
1/2" X 4", 316SST OPEN EYE BOLT, DRILL AND
EPOXY IN CONCRETE WALL, 3" EMBEDMENT.
2
1 ELECTRICAL DETAILSE-106
51
2EXISTING PG&E POWER POLE
EXISTING ANTENNA TO
REMAIN OPERATIONAL
UNTIL NEW ICP HAS BEEN
INSTALLED AND TESTED
AND THE PUMP STATION IS
READY FOR OPERATION
EXISTING PG&E POLE TO REMAIN.
PROVIDE NEW CONDUIT, NEW
WIRES AND NEW WEATHERHEAD.
REFER TO SHEET E-102, DETAIL 1
AND SHEET E-103. PROVIDE A
TEMPORARY GENERATOR FOR
THE TRANSITION FROM THE
EXISTING POWER SERVICE TO THE
NEW POWER SERVICE TO MAKE
SURE THAT THE NEW PUMP
STATION IS ABLE TO OPERATE.
DD
AR
CU/NG
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
NOTE:
FIXTURE TYPE SHALL BE EXTERIOR POLE MOUNTED LED FIXTURE.
CREE XSP LED MOST CURRENT VERSION, TYPE 3 OPTICS, 9612 INITIAL LUMENS,
4000K HIGH EFFICACY MODULE, 120-277V, SILVER COLOR.
PROVIDE WITH FUSE, UTILITY LABEL AND EXTERIOR WATTAGE LABEL.
COMPLY WITH CITY ENGINEERING STANDARD 1010, SECTION G.
POLE SHALL BE 4" ROUND ALUMINUM 20' ABOVE BASE AND RECEPTACLE 18" FROM BASE.
CLEAR ALUMINUM FINISH.
POLE MOUNTED FIXTURE 1
NOTES:
CONCRETE SHALL BE CLASS `A'.
REINFORCING STEEL SHALL BE GRADE 60 ASTM A615. ALL APPLICABLE REINFORCEMENT
SHALL BE IN PLACE AT THE TIME OF INSPECTION.
GROUND CONDUCTOR IN SLAB.
6" TYP.4"8"GROUND WELL DETAIL 4
GENERATOR PAD DETAIL 3CONTROL PANEL PAD DETAIL 2
GENERATOR WIRING DIAGRAM 5
FLUSH-MOUNTED
RECEPTACLE IN POLE
HEX NUT, LEVELING NUT
AND WASHERS
POLE BASE PLATE
1" x 3' ANCHOR BOLTS
TOP OF CONCRETE PAD
ELECTRICAL CONDUIT(S)
PER PLANS
(6) #4 REBAR VERTICAL
REINFORCEMENT
#3 REBAR @ 9" O.C.
HORIZONTAL
REINFORCEMENT
HANDHOLE
BOLT COVER
3" NON-SHRINK GROUT
POLE
3'-0"5'-0"24" Ø
1/2" CHAMFER
ALL AROUND
GRADE
#4 @ 12" ON CENTER
GRADE
#5 @ 12" E.W. T&B
1/2" CHAMFER
ALL AROUND
6"18"11" x 17" x 12" DEEP PRECAST CONCRETE
HANDHOLE WITH CONCRETE COVER
LABELED: 'GROUND'
CONDUIT AND WIRE
PER PLANS
FINISH GRADE
GROUND CONNECTOR
6" GRAVEL BASE
10' GROUND ROD PER
SPECIFICATION
SECTION 260526
NORMAL POWER
FROM MCC
3-POLE AUTOMATIC
TRANSFER SWITCH
STANDBY
GENERATOR
STANDBY
GENERATOR
HOUSING
GROUND BONDED
TO ENCLOSURE
G
N
G Ø Ø Ø
TO MCC
4
N
GROUND GRID
CLASS A CONCRETE PER
SPECIFICATION SECTION 030500
ELECTRICAL DETAILSE-107
52
DD
AR
CU/NG
NOTES:
CONCRETE SHALL BE CLASS `A'.
REINFORCING STEEL SHALL BE GRADE 60 ASTM A615. ALL APPLICABLE REINFORCEMENT
SHALL BE IN PLACE AT THE TIME OF INSPECTION.
GROUND CONDUCTOR IN SLAB.
6EXP. JT.
ALL AROUND
EXP. JT.
ALL AROUND
6
-
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
Know what's below.
Call before you dig.INSTRUMENTATION LEGEND AND SYMBOLS53
N-001
MJ
MG
SEE DWG
GY
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56-
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
Know what's below.
Call before you dig.COMMUNICATION BLOCK DIAGRAM54
N-002
KR
SA
SEE DWG
AR
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
Know what's below.
Call before you dig.CALLE JOAQUIN LIFT STATION P&ID55
N-003
KR
SA
SEE DWG
AR
A
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DRAWING NO.CALLE JOAQUIN LIFT STATION REPLACEMENTOCTOBER 2020
91133
56
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
Know what's below.
Call before you dig.INSTRUMENTATION DETAILS56
N-004
KR
SA
SEE DWG
AR