B01_Attachment_J03_Plans.pdf
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Solicitation Attachment J03 Plans
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U .S
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U .S
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P O e h e P u b S
F C
P r o j e c t C
T U
I R o m m u n i t y
P r o j e c t s P
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C-1
C O
V E
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INDIAN HEALTH SERVICE
SANITATION FACILITIES CONSTRUCTION
UMATILLA TRIBE
MISSION COMMUNITY WASTEWATER
COLLECTION SYSTEM IMPROVEMENTS
IHS PROJECT PO-11-L34
PUBLIC LAW 86-121
ENGINEERING:
GREGORY MALOWICKI EIT
DESIGN ENGINEER
INDIAN HEALTH SERVICE
YAKAMA FIELD OFFICE
TOPPENISH, WA 98948
PHONE: 509-865-1775
DEREK HANCEY EIT
FIELD ENGINEER
INDIAN HEALTH SERVICE
PORTLAND AREA OFFICE
1414 NW NORTHRUP STREET, SUITE 800
PORTLAND, OR 97209
PHONE: 503-414-7784
CONTACTS
SHEET INDEX
C-1 COVER SHEET
C-2 ABBREVIATIONS AND LEGEND
C-3 SYSTEM OVERVIEW
C-4 UMATILLA SEWER SYSTEM
C-5 UMATILLA SEWER SYSTEM
C-6 UMATILLA SEWER SYSTEM
C-7 UMATILLA SEWER SYSTEM
C-8 UMATILLA SEWER SYSTEM
C-9 UMATILLA SEWER SYSTEM
C-10 UMATILLA SEWER SYSTEM
C-11 UMATILLA SEWER SYSTEM
C-12 UMATILLA SEWER SYSTEM
C-13 UMATILLA SEWER SYSTEM
C-14 UMATILLA SEWER SYSTEM
C-15 DETAILS
C-16 REPAIR REFERENCES
C-17 PICTURES
C-18 PICTURES
UMATILLA TRIBE
JONETTA EVERANO
PUBLIC WORKS DIRECTOR
CTUIR: DEPARTMENT OF PUBLIC WORKS
46411 TIMINE WAY
PENDLETON, OR 97801
PHONE: 541-429-7508
SANDRA ALEXANDER
PUBLIC UTILITY MANAGER
CTUIR: DEPARTMENT OF PUBLIC WORKS
46411 TIMINE WAY
PENDLETON, OR 97801
PHONE: 541-429-7515
Astoria
UMATILLA RES.
PROJECT
SITE
COOS BAY
TRIBE
COQUILLE
TRIBE
COW CREEK
BAND OF
UMPQUA RES.
KLAMATH
TRIBE
WARM
SPRINGS
WARM SPRINGS
RES.
GRAND RONDE
SILETZ
RES.
GRAND RONDE
TRIBE
PORTLAND
THE
DALLES
EUGENE
COOS
BAY
ROSEBURG
BEND
REDMOND
PRINEVILLE
MADRAS
BURNS
PAIUTE
RES.
BURNS
PENDLETON
CHILOQUIN
GRANTS
PASS
MEDFORD
KLAMATH
FALLS
SPRAGUE
RIVER
UMATILLA INDIAN
RESERVATION
PROJECT SITE
PENDLETON
WASHINGTON
OREGON
SALEM
TO REDDING, CA
AREA MAP
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
PLAN
NORTH
THIS PROJECT PROPOSES TO MAKE SPECIFIC IMPROVEMENTS TO THE CTUIR SEWAGE
COLLECTION SYSTEM, THE PROPOSED IMPROVEMENTS INCLUDE:
1. BASE WORK INCLUDING:
1.1. CLEANING, PRE-CCTV INSPECTION, CIPP INSTALLATION, AND POST CCTV
INSPECTION OF APPROXIMATELY. 900 LF OF 10" AC SEWER MAIN.
1.2. CLEANING, PRE-CCTV INSPECTION, CIPP INSTALLATION, AND POST CCTV
INSPECTION OF APPROXIMATELY. 500 LF OF 8" AC SEWER MAIN.
1.3. TARGETED SPOT REPAIRS AS SHOWN IN PLANSET.
2. OPTIONAL WORK INCLUDING
2.1. CCTV INSPECTION OF 21 SERVICE LATERALS IDENTIFIED AS LIKELY I&I SOURCES,
CLEANOUTS TO BE INSTALLED AS APPLICABLE.
SCOPE OF WORK
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AutoCAD SHX Text 48802
AutoCAD SHX Text
EXPIRES 01/18/2019
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MH 57
MH 56
MH 55
MH 54
MH 53
MH 52
MH 51
MH 50
MH 49
MH 48
MH 47
MH 46
MH 45
MH 44 FLOW
METER
MH 58 (L82)
MH 59 (L76)
MH 60 (L75)
MH 61 (L74)
MH 62 (L73)
MH 63 (L72)
MH 64
(L71)
MH 65 (L70)
MH 66 (L69)
MH 67 (L65)
MH 68 (L64)
MH 69 (L61)
MH 70(L60)
MH 71 (L59)
MH 72 (L58)
MH 73 (L46)
MH 74 (L45)
MH 75 (L44) MH 76 (L43)
MH 77 (L39A)
MH 78 (L39)
MH 79 (L18)
MH 80 (L17)
MH 81 (L14)
MH 82 (L13)
MH 83 (L12)
MH 84 (L8)
MH 85 (L7)
MH 86 (L6)
MH 87 (L5)
MH C1
(58.1)
MH C2
(58.3)
MH C4
(58.7)
MH C3
(58.4)
MH C5
(58.8)
MH E1
MHD1 K1
(L57)
MH K2 (L56)
MH K3 (L55)
MH K20
MH K4 (L54)
MH K6
MH K5 (L53)
MH K19 (L52)
MH K7
MH K22
MH K23
MH K24
MH K25
MH K21 (L50)
MH L1 (L42)
MH L2
MH L3
MH M3 (L36)
MH M2 (L37)
MH M1 (L38)
MH M4 (L35)
MH M5 (L34)
MH M6 (L33)
MH M28
MH M16
MH M17
MH M18
MH M19
MH M20
MH M21 MH M22
MH M23
MH M24
MH M12
MH M11
MH N1
MH N2
MH P1
MH P4
MH P5
S
MH 43
S
S
S
MH B1
MH B2
MH A1
MH A2
MH A3
MH A4
MH A7
MH A5
MH D1
MH F1
MH G1 (L63)
MH G2 (L62)
MH G3
MH H1
MH J1
MH K8
MH K9
MH K10
MH K11
MH K12
MH K13
MH K14
MH K15
MH K16
MH K17
MH K18
MH M7
MH M8 (L25)
MH M9 (L24)
MH M10
MH M13
MH M14
MH M15
MH M26
MH M27
MH M25
MH P6
S
MH A6
MH P2
MH P3
S
S
S
S
S
S
S
S
MH 54.1
MH 57.2
S S
S
S
S S
S
S
S
S
S
S
S
S
1" =
1000 FEET
PLAN
NORTH
SHEET
C-4
SHEET
C-5
SHEET
C-6
SHEET
C-7
SHEET
C-8
SHEET
C-9
SHEET
C-10
SHEET
C-11
SHEET
C-12
SHEET
C-13
SHEET
C-14
R
A
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MISSION HWY
RAILWAY
S
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T
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MISSION HWY
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REHABILITATION WORK:
1. SEE TECHNICAL SPECIFICATIONS FOR DETAILED REQUIREMENTS FOR SEWER LINE AND LATERAL WORK.
2. THE LOCATION OF THE EXISTING SEWER SERVICE TAPS SHOWN ON THE DRAWINGS ARE TAKEN FROM A PRIOR C.C.T.V. INSPECTION TAPE, THE CONTRACTOR IS REQUIRED TO DETERMINE
THE LOCATION OF EXISTING SERVICE LINES IN THE FIELD.
3. THE CONTRACTOR IS RESPONSIBLE FOR SEWER FLOW CONTROL DURING THE WORK. SEE TECHNICAL SPECIFICATIONS.
4. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF EXISTING UNDERGROUND UTILITIES. SEE GENERAL REQUIREMENTS.
5. THE CONTRACTOR SHALL COORDINATE SEWER SERVICE LOCATION AND SERVICE DISRUPTION DURING REPAIRS WITH PROPERTY OWNERS. CONTRACTOR SHALL PROVIDE A MEANS TO
KEEP RAW SEWAGE OUT OF THE WORK AREA BY USE OF TEMPORARY PLUGS, "HONEY BUCKETS", OR OTHER METHODS AS MAY BE REQUIRED. ANY DAMAGE TO PRIVATE PROPERTY
RESULTING FROM THE CONTRACTORS METHODS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
6. WHERE NO SERVICE LINE CLEANOUT EXISTS, A NEW CLEANOUT MAY BE INSTALLED AT OWNERS DISCRETION. SEE SERVICE LINE CLEANOUT DETAIL.
7. CONTRACTOR SHALL COMPLY W/ OSHA CONSTRUCTION SAFETY STANDARDS (29 CFR PART 26). THE CONTRACTOR'S COMPETENT PERSON SHALL BE ONSITE AT ALL TIMES TO ENFORCE
SAFETY REGULATIONS FOR ALL EMPLOYEES AND SUBCONTRACTORS. THIS PROJECT MAY INVOLVE THE CUTTING, HANDING, AND DISPOSAL OF ASBESTOS CEMENT PIPE, CONFINED
SPACE ENTRY, AND EXCAVATION WORK.
8. ALL WORK SHALL BE IN ACCORDANCE WITH THE CONTRACT TECHNICAL SPECIFICATIONS AND DRAWINGS EXCEPT IN THE FOLLOWING CIRCUMSTANCES:
8.1. THE SPECIFICATIONS OR DRAWINGS CONFLICT WITH A LOCAL JURISDICTION (IE. TRIBE, STATE, OR COUNTY) REGULATION OR REQUIREMENT.
8.2. THE CONTRACTOR MAKES A REQUEST FOR MODIFICATION AND THE MODIFICATION IS APPROVED IN WRITING BY THE AUTHORIZED INDIVIDUAL OR CONTRACTING OFFICER AS
APPROPRIATE.
9. PHOTOGRAPHS ARE INCLUDED FOR REFERENCE ON PLANSET SHEETS C-17 THROUGH C-18 THAT REPRESENT DEFICIENCIES NOTED FROM A VIDEO INSPECTION COMPLETED IN MAY 2013.
DVD'S OF THE FULL CCTV INSPECTION ARE AVAILABLE UPON REQUEST.
GENERAL CONSTRUCTION NOTES
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
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T U m m u n i t y
P r o j e c t s P
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O e h e P u b S o j e c t C
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C-3
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ABBREVIATIONS
A
AARV AUTOMATIC AIR RELEASE VALVE
AC ASPHALT CONCRETE
ACP ASBESTOS CEMENT PIPE
APPD APPROVED
APPROX APPROXIMATE
ARV AIR RELEASE VALVE
AUX AUXILIARY
AVG AVERAGE
B
BD BASIN DRAIN
BF BLIND FLANGE
BFP BACKFLOW PREVENTER
BFV BUTTERFLY VALVE
BLDG BUILDING
BM BENCHMARK
BR BACKWASH RETURN
BRD BACKWASH RESIDUAL DRAIN
BRW BACKWASH RESIDUAL WASTE
BV BALL VALVE
BWD BACKWASH DRAIN
BWS BACKWASH SUPPLY
C
CFS CUBIC FEET PER SECOND
CGV CHLORINE GAS (VACUUM)
CI CAST IRON
CIP CAST IRON PIPE
CISP CAST IRON SOIL PIPE
CJ CONTRACTION JOINT
CL CENTERLINE
CLCS CEMENT LINED COATED STEEL
CLR CLEARANCE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CONC CONCRETE
CONN CONNECTION
CONT CONTINUOUS
CORP CORPORATION
CP CONCRETE PIPE/
SURVEY CONTROL POINT
CPLG COUPLING
CPP CORRUGATED PLASTIC PIPE
CPVC CHLORINATED POLYVINYL CHLORIDE
CS CHLORINE SOLUTION
CTR CENTER
CU COPPER
CU FT CUBIC FEET
CU YD CUBIC YARD
CV CHECK VALVE
CYL CYLINDER
D
D DRAIN
DCVA DOUBLE CHECK VALVE ASSEMBLY
DEG DEGREE
DI DUCTILE IRON
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DWG DRAWING
E
EA EACH
ECC ECCENTRIC
EFFL EFFLUENT
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELL ELBOW
ENG ENGINEER
EQUIP EQUIPMENT
EX EXISTING
EXP EXPANSION
EXT EXTERIOR
F
FCA FLANGED COUPLING ADAPTOR
FD FLOOR DRAIN
FF FINISHED FLOOR
FH FIRE HYDRANT
FIG FIGURE
FLG FLANGE
FOC FACE OF CONCRETE
FNPT FEMALE NATIONAL PIPE THREAD
FRP FIBERGLASS REINFORCED PIPE
FS FILTER SUPPLY WATER
FT FEET
FTW FILTER TO WASTE
G
GA GAUGE
GAL GALLON
GALV GALVANIZED
GL GLASS
GRTG GRATING
GSP GALVANIZED STEEL PIPE
GV GATE VALVE
H
HB HOSE BIB
HDPE HIGH DENSITY POLYETHYLENE
HORIZ HORIZONTAL
HR HOUR
HV HOSE VALVE
HWL HIGH WATER LEVEL
I
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCH
INFL INFLUENT
INV INVERT
IUP INSULATED UNDERGROUND PIPING
J
JT JOINT
K
KGV KNIFE GATE VALVE
KW KILOWATT
L
L LENGTH
LAV LAVATORY
LF LINEAR FEET
LWL LOW WATER LEVER
M
MATL MATERIAL
MAX MAXIMUM
MC MECHANICAL COUPLING
MCC MOTOR CONTROL CENTER
MECH MECHANICAL
MFR MANUFACTURER
MGD MILLION GALLONS PER DAY
MH MANHOLE
MIN MINIMUM, MINUTE
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
MNPT MALE NATIONAL PIPE THREAD
MON SURVEY MONUMENT
N
NATL NATIONAL
NIC NOT IN CONTRACT
NO NORMALLY OPEN, NUMBER
NPT NATIONAL PIPE THREAD
NPW NON POTABLE WATER
NTS NOT TO SCALE
O
OD OUTSIDE DIAMETER
OF OVERFLOW
OPNG OPENING
ORIG ORIGINAL
P
P POLYMER
POC POINT OF CURVATURE
PC PROPERTY CORNER
PE POLYETHYLENE
PG PRESSURE GAUGE
PI POINT OF INTERSECTION
PL PROPERTY LINE
POB POINT OF BEGINNING
POT POINT ON TANGENT
PR PAIR
PRS PRESSURE REDUCING STATION
PRV PRESSURE RELIEF VALVE\
PRESSURE REDUCING VALVE
PS PIPE SUPPORT\ PUMP STATION
PSF POUNDS PER SQUARE FOOT
PSH PRESSURE SWITCH HIGH
PSI POUNDS PER SQUARE INCH
PT POINT
PV PLUG VALVE
PVI POINT OF VERTICAL INTERSECTION
PVC POLYVINYL CHLORIDE
PW POTABLE WATER
Q
QTY QUANTITY
R
R RADIUS
RCP REINFORCED CONCRETE PIPE
RED REDUCER
REF REFERENCE
REINF REINFORCE
REQD REQUIRED
RJ RESTRAINED JOINT
ROW RIGHT OF WAY
RPBA REDUCED PRESSURE
BACKFLOW ASSEMBLY
RW RIGHT OF WAY
S
S SLOPE
SCH SCHEDULE
SHR SHOWER
SHT SHEET
SL SURVEY LINE
SPEC SPECIFICATION
SQ FT SQUARE FEET
SQ IN SQUARE INCH
SFR SINGLE FAMILY RESIDENCE
SS SANITARY SEWER/
SAMPLING STATION
SST STAINLESS STEEL
STA STATION
STD STANDARD
STL STEEL
SV SOLENOID VALVE
T
TBM TEMPORARY BENCHMARK
TRV SURVEY TRAVERSE POINT
TYP TYPICAL
V
V/ARV VACUUM & AIR RELEASE VALVE
VCP VITRIFIED CLAY PIPE
VERT VERTICAL VT VENT
VTR VENT THROUGH ROOF
W
WBP WATER BOOSTER PUMP
WS WATER SURFACE
WSP WELDED STEEL PIPE
WW WELL WATER
NOTE:
ABBREVIATIONS AND SYMBOLS LISTED IN THE LEGEND
ARE TYPICAL. NOT ALL SYMBOLS OR ABBREVIATIONS
ARE REPRESENTED WITHIN THIS DRAWING SET.
LEGEND
AIR RELEASE VALVE
COUPLING
GATE VALVES
FIRE HYDRANT
REDUCER
SAMPLING STATION
WATER BLOWOFF
WATER CAP
WATER CHECK VALVE
WATER METER
WELL
DIRECTION OF FLOW
SEWER CEANOUT
SEWER MANHOLE
STORM DRAIN CATCH BASIN
STORM DRAIN MANHOLE
POWER/UTILITY POLE
TELEPHONE PEDESTAL
LIGHT POLE
LIGHT STANDARD
BENCHMARK
TEMPORARY BENCHMARK
CONTROL / TRAVERSE POINT
SOIL LOG
DECIDUOUS TREE
CONIFER
WETLAND
SIGN
ROAD BORING/CASING
CULVERT
CDF
ABANDONED WATER MAIN
WATER MAIN
WATER SERVICE LINE
SEWER FORCE MAIN
SEWER MAIN
SEWER SERVICE LINE
GAS, BURIED
OVERHEAD POWER
TELEPHONE, BURIED
UNDERGROUND POWER
FENCE
EASEMENT
PROPERTY LINE
RIGHT OF WAY
TREE LINE
CENTERLINE
PAVEMENT
GRAVEL ROAD
MH/SEWER ALREADY INSPECTED
MH/SEWER NOT INSPECTED
PREVIOUS SEWER REPAIR
MH/SEWER CIPP
EXISTING PROPOSED
AW
N/A
WM WM
WSLWSL
WW
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SFM SFM
G G
OHP OHP
UGP UGP
T T
X X X X
PL PL
N/A
N/A
N/A
S S
SSL
SSL
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S
S
S
S
N/A
N/A
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P
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A
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F
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D
T O
P P
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T R
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F F
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D
B
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P R
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B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
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S A
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I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
IA
N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
S
S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-4
U M
A T
I L
W
S
T E
M
MH 45
DEPTH TO
INVERT 65"
MH 46
DEPTH TO
INVERT 88"
MH 47
MH 48
MH 49
M A
T C
H L I N
E
S
E
MH 44 - FLOW METER
DEPTH TO INVERT 78"
R
A
I L
W
A
Y
1" =
100 FEET
PLAN
NORTH
S
E W
E R
433 LF OF 10"Ø AC
SEWER PIPE
342 LF OF 10"Ø
AC SEWER PIPE
405 LF OF 10"Ø
AC SEWER PIPE
195 LF OF 10"Ø
AC SEWER PIPE
440 LF OF 10"Ø
AC SEWER PIPE
259 LF OF 10"Ø
AC SEWER PIPE
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 860 LF OF 18"
STEEL CASING
CUT PROTRUDING TREE ROOTS
AND IN-SITU GROUT SERVICE
LATERAL CONNECTION
185 LF FROM MH45
REF: 1
INSPECT AC SERVICE LATERAL
239 LF FROM MH46
NOTES:
1. POINT REPAIRS MAY BE AUTHORIZED BY ENGINEER IF DETERMINED
NECESSARY.
1. BASE WORK:
1.1. CUTTING OF PROTRUDING TREE ROOTS, AND IN-SITU GROUTING REPAIR.
2. OPTIONAL WORK:
2.1. CCTV INSPECTION OF 1 SERVICE LATERALS IDENTIFIED AS LIKELY I&I
SOURCES, CLEANOUTS TO BE INSTALLED AS APPLICABLE.
SCOPE OF WORK PLANSET PAGE C-4
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
IA
N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-5
U M
A T
I L
W
S
T E
M
M A
T C
H L I N
E
S
E
M A
T C
H L I N
E
S
E
MH 50
MH 51
DEPTH TO
INVERT 98"
MH 52
DEPTH TO
INVERT 103"
MH 53
DEPTH TO
INVERT 78"
MH 54
MISSION HWY
1" =
100 FEET
PLAN
NORTH
382 LF OF 10"Ø
AC SEWER PIPE
465 LF OF 10"Ø
AC SEWER PIPE
352 LF OF 10"Ø
AC SEWER PIPE
428 LF OF 10"Ø
AC SEWER PIPE
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
A
L
E
X
A
N
D
N
E
MH 54.1
A
L
E
X
A
N
D
CUT PROTRUDING AC SERVICE LATERAL
327 LF FROM MH 54
REF: 5
NOTES:
1. POINT REPAIRS MAY BE AUTHORIZED BY ENGINEER IF DETERMINED
NECESSARY.
1. BASE WORK:
1.1. IN-SITU GROUTING, CUTTING, AND POINT REPAIRS AS SHOWN ABOVE.
2. OPTIONAL WORK:
2.1. CCTV INSPECTION OF 1 SERVICE LATERALS IDENTIFIED AS LIKELY I&I
SOURCES, CLEANOUTS TO BE INSTALLED AS APPLICABLE.
SCOPE OF WORK PLANSET PAGE C-5
SERVICE LATERAL CONNECTION
IN-SITU GROUT REPAIR
38LF FROM MH52
REF: 3
OFFSET SERVICE LATERAL CONNECTION
IN SITU GROUT REPAIR
HIGH WATER TABLE IN AREA
29 LF FROM MH 52
REF: 2
SERVICE LATERAL CONNECTION
IN-SITU GROUT GASKET
INSPECT AC SERVICE LATERAL
147LF FROM MH 54
REF: 4
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
IA
N
H
E A L T H SER
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S S S S
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-6
U M
A T
I L
W
S
T E
M
M A
T C
H L I N
E
S
E
M A
T C
H L I N
E
S
E
MH 55
MH 56
DEPTH TO INVERT 73"
MH 57
DEPTH TO INVERT 90"
MISSION HWY
S
M
A R
K E
T
R
D
1" =
100 FEET
PLAN
NORTH
MH B1
471 LF OF 10"Ø
AC SEWER PIPE
400 LF OF 10"Ø
AC SEWER PIPE
480 LF OF 10"Ø
AC SEWER PIPE
549 LF 8"Ø
SEWER PIPE
215 LF OF 10"Ø
AC SEWER PIPE
NO INSPECTION SOUTH
ON S MARKET RD
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
MH 57.2
LEGEND
MH/SEWER
CIPP WORK
NOTES:
1. OFFSET JOINTS, OFFSET LATERAL CONNECTIONS, HOLES IN THE
MAINLINE, OLD REPAIRS, AND OTHER PERTINENT ITEMS MARKED
WITH RESPECT TO CURED IN PLACE PIPE WORK.
2. POINT REPAIRS MAY BE AUTHORIZED BY ENGINEER IF DETERMINED
NECESSARY.
1. BASE WORK:
1.1. CLEANING, PRE-CCTV INSPECTION, CIPP INSTALLATION, AND POST CCTV
INSPECTION OF APPROXIMATELY. 480 LF OF 10" AC SEWER MAIN.
2. OPTIONAL WORK:
2.1. CCTV INSPECTION OF 1 SERVICE LATERALS IDENTIFIED AS LIKELY I&I SOURCES,
CLEANOUTS TO BE INSTALLED AS APPLICABLE.
SCOPE OF WORK PLANSET PAGE C-6
S
CUT PROTRUDING SERVICE LATERAL
156 LF FROM MH 57
REF: 7
HOLE IN MAIN
150 LF FROM MH 57
REF: 6
INSPECT PVC SERVICE LATERAL
271LF FROM MH 55
PROPOSED STAGING AREA
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
I A N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
S S S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-7
U M
A T
I L
W
S
T E
M
M A
T C
H L I N
E
S
E
M A
T C
H L I N
E
S
E
MH 58
(L82)
MH 59
(L76)
MH 58.1
(C1)
MH 58.7
(C4)
MH 58.3 (C2)
DEPTH TO
INVERT 80"
MH 58.8
(C5)
MH 58.4 (C3)
DEPTH TO INVERT 28"
MH 60
(L75)
MH 61
(L74)
MISSION HWY
HORSESHOE LOOP
1" =
100 FEET
PLAN
NORTH
400 LF OF 10"Ø
AC SEWER PIPE
400 LF OF 10"Ø
AC SEWER PIPE
400 LF OF 10"Ø
AC SEWER PIPE
65 LF 8"Ø
SEWER PIPE
227 LF 8"Ø
SEWER PIPE
118 LF 8"Ø
SEWER PIPE
361 LF 8"Ø
SEWER PIPE
400 LF 8"Ø
SEWER PIPE
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
INSPECT PVC SERVICE LATERAL
4 LF FROM MH 58.4
NOTES:
1. POINT REPAIRS MAY BE AUTHORIZED BY ENGINEER IF DETERMINED
NECESSARY.
1. OPTIONAL WORK:
1.1. CCTV INSPECTION OF 3 SERVICE LATERALS IDENTIFIED AS LIKELY I&I SOURCES,
CLEANOUTS TO BE INSTALLED AS APPLICABLE.
SCOPE OF WORK PLANSET PAGE C-7
INSPECT PVC SERVICE LATERAL
112 LF FROM MH 58.4
INSPECT PVC SERVICE LATERAL
198 LF FROM MH 58.4
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
IA
N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
S
S
S
S
S
S
S
S
S
S
S
S
S
S
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-8
U M
A T
I L
W
S
T E
M
M A
T C
H L I N
E
S
E
M A
T C
H L I N
E
S
E
MH 62
(L73)
MH 63 (L72)
DEPTH TO INVERT 130"
MH 64 (L71)
DEPTH TO INVERT 138"
MH 65
(L70)
MISSION HWY
R
A
I
L
W
A
Y
P A
S
T
B ST
1" =
100 FEET
PLAN
NORTH
400 LF OF 10"Ø
AC SEWER PIPE
392 LF OF 10"Ø
AC SEWER PIPE
408 LF OF 10"Ø
AC SEWER
PIPE
338 LF OF 10"Ø
AC SEWER PIPE
326 LF OF 10"Ø
AC SEWER PIPE
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
CO
LEGEND
MH/SEWER
CIPP WORK
NOTES:
1. OFFSET JOINTS, OFFSET LATERALS, HOLES IN THE MAINLINE, OLD
REPAIRS, AND OTHER PERTINENT ITEMS MARKED WITH RESPECT
TO CURED IN PLACE PIPE WORK.
2. POINT REPAIRS MAY BE AUTHORIZED BY ENGINEER IF DETERMINED
NECESSARY.
1. BASE WORK:
1.1. CLEANING, PRE-CCTV INSPECTION, CIPP INSTALLATION, AND POST CCTV
INSPECTION OF APPROXIMATELY. 410 LF OF 10" AC SEWER MAIN.
1.2. IN-SITU GROUTING REPAIR AS SPECIFIED ABOVE.
SCOPE OF WORK PLANSET PAGE C-8
S
IN-SITU CHEMICAL GROUT JOINT
5 LF FROM MH 64
REF: 9
OLD HOLE REPAIR
408 LF FROM MH 64
REF: 8
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
IA
N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
S S
S
S
S
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-9
U M
A T
I L
W
S
T E
M
M A
T C
H L I N
E
S
E
M A
T C
H L I N
E
S
E
MH 67
(L65)
MH 68 (L64)
DEPTH TO INVERT 104"
MH 69
(L61)
MH 70
(L60)
MH 71
(L59)
MISSION HWY
U
M
A
T
I L
O
P
C
O
N
F
E
D
E
R
A
T
Y
W
A
L
L
B ST
1" =
100 FEET
PLAN
NORTH
MH 66 (L69)
MH E1
S
E W
E R
MH D1
MH D2
MH F1
MH 68.1 (G1)
(L63) DEPTH TO
INVERT 100"
MH 68.2 (G2) (L62)
DEPTH TO INVERT 91"
MH G3
181 LF 6"Ø
SEWER PIPE
486 LF OF 10"Ø
AC SEWER PIPE
85 LF OF
10"Ø AC
SEWER PIPE
91 LF OF 8"Ø
AC SEWER PIPE
139 LF OF
8"Ø AC
SEWER PIPE
228 LF OF 8"Ø
SEWER PIPE
107 LF OF
8"Ø AC
SEWER PIPE
272 LF OF 8"Ø AC
SEWER PIPE
149 LF OF 8"Ø AC
SEWER PIPE
242 LF OF
8"Ø AC
SEWER PIPE
120 LF OF
8"Ø AC
SEWER PIPE
146 LF OF 8"Ø AC
SEWER PIPE
MH 70.1
(J1)
MH H1
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
LEGEND
MH/SEWER
CIPP WORK
NOTES:
1. OFFSET JOINTS, OFFSET LATERAL CONNECTIONS, HOLES IN THE
MAINLINE, OLD REPAIRS, AND OTHER PERTINENT ITEMS MARKED
WITH RESPECT TO CURED IN PLACE PIPE WORK.
2. POINT REPAIRS MAY BE AUTHORIZED BY ENGINEER IF DETERMINED
NECESSARY.
1. BASE WORK:
1.1. CLEANING, PRE-CCTV INSPECTION, CIPP INSTALLATION, AND POST CCTV
INSPECTION OF APPROXIMATELY. 275 LF OF 8" AC SEWER MAIN.
2. OPTIONAL WORK:
2.1. CCTV INSPECTION OF 3 SERVICE LATERALS IDENTIFIED AS LIKELY I&I SOURCES,
CLEANOUTS TO BE INSTALLED AS APPLICABLE.
SCOPE OF WORK PLANSET PAGE C-9
S
IN-SITU JOINT GROUT REPAIR
29 LF FROM MH 68
REF: 13
HOLE IN MAIN
33 LF FROM MH 68.1
REF: 10
HOLE IN MAIN
65 LF FROM MH 68.11
REF: 11
INSPECT AC SERVICE LATERAL
96 LF FROM MH 68.1
INSPECT AC SERVICE LATERAL
194 LF FROM MH 68.1
LEAKING JOINT
139 LF FROM MH 68.1
REF: 12
INSPECT AC SERVICE LATERAL
45 LF FROM MH 71.1
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
I A N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S S
S S
S
S
S
S
S
M A
T C
H L I N
E
S
E
M A
T C
H L I N
E
S
E
MH 75
(L44)
MH 74
(L45)
MH 73
(L46)
MH D2.1 (K3) (L55)
DEPTH TO INVERT
70"
MH D2 (K2) (L56)
DEPTH TO
INVERT 77"
MHD5.2 (K20) (L50)
DEPTH TO INVERT
50"
MATCHLINE SEE SHEET C-13
MH 76
(L43)
MH 77 (L39A)
MH 76.1
(L1 )
(L42)
MH 76.2
(L2)
M
I
S
S
I
Y
SHORT MILE RD
W
I
L
L
W H
I R
L W
I N
D
D
R
J
U
O
U
N
W A
L L A
W A
L L A
C T
C
A
Y
U
S
E
L
O
O
P
1" =
100 FEET
PLAN
NORTH
MH 72
(L58)
DEPTH TO
INVERT
97"
MH D1 (L57)
DEPTH TO INVERT 29"
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-10
U M
A T
I L
W
S
T E
M
215 LF OF 8"Ø
AC SEWER PIPE
245 LF OF 8"Ø
AC SEWER PIPE
173 LF OF 8"Ø
AC SEWER PIPE
344 LF OF 8"Ø
AC SEWER PIPE
224 LF OF
8"Ø AC
SEWER PIPE
201 LF OF
SEWER PIPE
407 LF OF 10"Ø
AC SEWER PIPE
272 LF OF 10"Ø
AC SEWER PIPE
122 LF OF 10"Ø
AC SEWER PIPE
217 LF 8"Ø
SEWER PIPE
247 LF 8"Ø
SEWER PIPE
401 LF 8"Ø
SEWER PIPE
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
AC TO PVC
TRANSITION
INSPECT AC SERVICE LATERAL
235 LF FROM MH 73
LEAKING OFFSET JOINT
64 LF FROM MH D2
REF: 14
INSPECT AC SERVICE LATERAL
70 LF FROM MH 72
INSPECT AC SERVICE LATERAL
222 LF FROM MH D5.1
INSPECT AC SERVICE LATERAL
24 LF FROM MH D5.1
LEGEND
MH/SEWER
CIPP WORK
S
NOTES:
1. OFFSET JOINTS, OFFSET LATERAL CONNECTIONS, HOLES IN THE
MAINLINE, OLD REPAIRS, AND OTHER PERTINENT ITEMS MARKED
WITH RESPECT TO CURED IN PLACE PIPE WORK.
2. POINT REPAIRS MAY BE AUTHORIZED BY ENGINEER IF DETERMINED
NECESSARY.
1. BASE WORK:
1.1. CLEANING, PRE-CCTV INSPECTION, CIPP INSTALLATION, AND POST CCTV
INSPECTION OF APPROXIMATELY. 225 LF OF 8" AC SEWER MAIN.
2. OPTIONAL WORK:
2.1. CCTV INSPECTION OF 8 SERVICE LATERALS IDENTIFIED AS LIKELY I&I SOURCES,
CLEANOUTS TO BE INSTALLED AS APPLICABLE.
SCOPE OF WORK PLANSET PAGE C-10
INSPECT AC SERVICE LATERAL
INSIDE MH D2.1
INSPECT PVC SERVICE LATERAL
100 LF FROM MH 76.2
INSPECT AC LATERAL
300 LF FROM MH D2
INSPECT AC LATERAL
108 LF FROM MH D2
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
IA
N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S
S
S
S
S
S S S S S S
S
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-11
U M
A T
I L
W
S
T E
M
M A
T C
H L I N
E
S
E
M A
T C
H L I N
E
S
E
MH 79
(L18)
M
A
T
C
H
L
I
E
MH 80
(L17)
MH 81
(L14)
MH 80.1
(N1)
MH 80.2
(N2)
MH M2
(L37)
MH M3 (L36)
A
L
D
SHORT MILE RD
E A
C
O
T
T
O
N
W
O
1" =
100 FEET
PLAN
NORTH
MH 78 (L39)
MH 76.3
(L3)
W
I
L
L
MH M1 (L38)
394 LF OF 10"Ø
AC SEWER PIPE
351 LF OF 10"Ø
AC SEWER PIPE
165 LF OF 8"Ø
PVC SEWER PIPE
373 LF OF 8"Ø
PVC SEWER PIPE
368 LF OF 8"Ø
PVC SEWER PIPE
276 LF 8"Ø
SEWER PIPE
250 LF OF 8"Ø
PVC SEWER PIPE
368 LF OF 10"Ø AC
SEWER PIPE
347 LF OF 10"Ø
AC SEWER PIPE
90 LF 8"Ø
SEWER PIPE
191 LF 8"Ø
SEWER PIPE
296 LF OF 10"Ø
AC SEWER PIPE
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
INSPECT AC SERVICE LATERAL
153 LF FROM MH 76.2
INSPECT AC SERVICE LATERAL
268 LF FROM MH 76.2
NOTES:
1. POINT REPAIRS MAY BE AUTHORIZED BY ENGINEER IF DETERMINED
NECESSARY.
1. OPTIONAL WORK:
1.1. CCTV INSPECTION OF 2 SERVICE LATERALS IDENTIFIED AS LIKELY I&I SOURCES,
CLEANOUTS TO BE INSTALLED AS APPLICABLE.
SCOPE OF WORK PLANSET PAGE C-11
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
I A N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-12
U M
A T
I L
W
S
T E
M
M A
T C
H L I N
E
S
E
MH 84
(L8)
MH 83 (L12)
MH 85
(L7)
MH 86 (L6)
SHORT MILE RD
ELDERBERRY
LOOP
1" =
100 FEET
PLAN
NORTH
C
E
D
MH 82
(L13)
MH 87 (L5)
MH 83.1
(P1)
MH 83.4
(P4)
MH 83.5
(P5)
MH P6
30 LF OF 10"Ø AC
SEWER PIPE
262 LF OF 10"Ø
PVC SEWER PIPE
247 LF OF 10"Ø
PVC SEWER PIPE
250 LF OF 10"Ø
PVC SEWER PIPE
400 LF 8"Ø
SEWER PIPE
133 LF 8"Ø
SEWER PIPE
131 LF 8"Ø
SEWER PIPE
85 LF 8"Ø
SEWER PIPE
MH 83.2
(P2)
MH 83.3
(P3)
134 LF 8"Ø
SEWER PIPE
69 LF 8"Ø
SEWER PIPE
149 LF 8"Ø
SEWER PIPE
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
NO WORK TO BE DONE ON THIS PAGE
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
I A N
H
E A L T H SER
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-13
U M
A T
I L
W
S
T E
M
MATCHLINE SEE SHEET C-10
MH K22
MH D5
(K19 )
(L52)
MH K23
MH K24
MH K7
MH D5.1
(K20)
MH D3
(L54)
MH D4
(K5)
(L53)
MH D4.1
(K6)
MH K25
C
O
N
F
E
D
E
R
A
T
Y
J
U
O
U
N
M
I
S
S
I
W H
I R
L W
I N
D
D
R
W A
L
L
1" =
100 FEET
PLAN
NORTH
MH K9
MH K8
MH K11
MH K10
214 LF OF
8"Ø AC
SEWER PIPE
192 LF OF 8"Ø
AC SEWER PIPE
299 LF OF
8"Ø AC
SEWER PIPE
76 LF OF 8"Ø
AC SEWER PIPE
52 LF OF 8"Ø
PVC SEWER
PIPE
131 LF OF 8"Ø
PVC SEWER PIPE
168 LF OF 8"Ø AC
SEWER PIPE
277 LF OF 8"Ø
PVC SEWER PIPE
98 LF OF 8"Ø PVC
SEWER PIPE
464 LF OF 8"Ø
PVC SEWER PIPE
301 LF OF 8"Ø AC
SEWER PIPE
230 LF OF 8"Ø AC
SEWER PIPE
101 LF OF 8"Ø AC
SEWER PIPE
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
TO WYIT VIEW
91 LF OF 8"Ø PVC
SEWER PIPE
BELLIES IN SM
INSPECT AC SERVICE LATERAL
116 LF FROM MH D5
INSPECT AC SERVICE LATERAL
283 LF FROM MH D5
1. OPTIONAL WORK:
1.1. CCTV INSPECTION OF 2 SERVICE LATERALS IDENTIFIED AS LIKELY I&I SOURCES,
CLEANOUTS TO BE INSTALLED AS APPLICABLE.
SCOPE OF WORK PLANSET PAGE C-13
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
I A N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-14
U M
A T
I L
W
S
T E
M
MH M4
M
A
T
C
H
L
I
E
MH M5
MH M28
MH M16
MH M6
(L33)
MH M11
MH M12
MH M18
MH M17
MH M19
MH M20
MH M22
MH M23
MH M24
MH M25
M
I
S
S
I
C
E
D
B
I R
O
P
ASPEN W
AY
JUNIP
ER D
R
L O
D G
E P
O L E
L O
O P
H
A
W
T
H
O
R
N
L
O
O
P
E
L
D
E
R
B
E
R
O
P
C
O
T
T
O
N
W
O
C
E
D
1" =
100 FEET
PLAN
NORTH
MH M26
MH M27
MH M10
MH M9
(L24)
MH M7
MH M8
(L25)
W
E
R
113 LF OF 8"Ø PVC
SEWER PIPE
444 LF OF 8"Ø
PVC SEWER PIPE
130 LF OF
8"Ø PVC
SEWER PIPE
69 LF OF 8"Ø
PVC SEWER
PIPE
163 LF OF
8"Ø PVC
SEWER PIPE
321 LF OF 8"Ø
PVC SEWER PIPE
88 LF OF 8"Ø
PVC SEWER
PIPE
105 LF OF
8"Ø PVC
SEWER PIPE
152 LF OF
8"Ø PVC
SEWER PIPE
192 LF OF
8"Ø PVC
SEWER PIPE
126 LF OF
8"Ø PVC
SEWER PIPE
162 LF OF
8"Ø PVC
SEWER PIPE
111 LF OF 8"Ø
PVC SEWER PIPE
87 LF OF 8"Ø PVC
SEWER PIPE
111 LF OF
8"Ø PVC
SEWER PIPE
110 LF OF 8"Ø
PVC SEWER PIPE
211 LF OF 8"Ø
PVC SEWER PIPE
156 LF OF 8"Ø
PVC SEWER PIPE
81 LF OF 8"Ø PVC
SEWER PIPE
156 LF OF 8"Ø
PVC SEWER PIPE
117 LF OF 8"Ø
PVC SEWER PIPE
164 LF OF
8"Ø PVC
SEWER PIPE
174 LF OF
8"Ø PVC
SEWER PIPE
101 LF OF
8"Ø PVC
SEWER PIPE
MH M13
MH M14
MH M15
MH M21
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
39.5 LF OF 8"Ø AC
SEWER PIPE
NO WORK TO BE DONE ON THIS PAGE
U S
P
U B
L
A
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V I S
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N S
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K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
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D I A
N
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E A
L T
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V I C
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S A
N I T
A T
I O
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A C
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C
O N
S T
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N
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IN
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E A L T H SE R
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M I S
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Y
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T E
W A
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R
C
O L L E
C C
T I O
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Y S
T E
M
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A I R
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M I S
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PROPOSED 4" PVC PIPE
PROPOSED 45° ELBOW
PROPOSED 45° WYE
PROPOSED BRASS CAP
FOR TERMINAL CLEANOUT,
TERMINATE PVC STUB NOT
LESS THAN 24" BEYOND WYE
& PLUG OR CAP
PROPOSED CONCRETE (6"
SQUARE IN YARD AREAS)
PROPOSED FRAME
AND LID AS
SPECIFIED (ONLY
IN ROADWAYS)
PROPOSED
CONCRETE
ENCASEMENT6" MIN 6" MIN
4" MIN
36" SQ
10"
4" MIN
EXISTING
GROUND
SURFACE
PROPOSED SEWER SERVICE CLEANOUT
NOT TO SCALE
LOCATOR TAPE (TYP.)
6" MIN.
6"
12"12"
NOTES:
1. TRENCH WIDTH BELOW TOP OF SEWER LATERAL TO BE
12"-24" PLUS DIA. OF PIPE BARREL. TRENCH WITH FOR
SERVICE LINES SHALL BE 12"-18"
2. IMPORTED BEDDING REQUIRED FOR UNSUITABLE SOILS. IF
SOILS ARE SUITABLE (PER SECTION 02510) BEDDING IS NOT
REQUIRED.
3. MINIMUM DEPTH TO TOP OF PIPE IS 42". THIS REQUIREMENT
MAY VARY WHERE SOLID ROCK IS ENCOUNTERED. MINIMUM
DEPTH TO TOP OF WIRE IS 24" MINIMUM DEPTH TO TOP OF
LOCATOR TAPE IS 12"
2"-3" TOP COARSE GRAVEL
(GRAVEL SURFACE)
MIN.
6"
NOTE:
SEE O.S.H.A. SAFETY AND HEALTH REGULATIONS FOR
CONSTRUCTION, SECTION 1926.652
FOLLOW APPROPRIATE REGULATIONS FOR HANDLING OF
ASBESTOS CEMENT WHEN NECESSARY
TRENCH DETAIL FOR SEWER SERVICE LATERAL
NOT TO SCALE
LOCATOR TAPE (TYP.)
6" CRUSHED
GRAVEL BASE
FINAL
BACKFILL
6"
UNDISTURBED
SOIL (TYP.)
SIZE 10 INSULATED
COPPER WIRE
INITIAL
BACKFILL
INITIAL
BACKFILL
HAUNCHING HAUNCHING
BEDDINGBEDDING
P I P
E
Z O
N E
E M
B E
D M
E N
T
6"
MIN.
PIPE
DIA.
6"
MIN.
6"
MIN.
PIPE
DIA.
6"
MIN.
6" MIN.
SPRINGLINE
FINAL BACKFILL
SPRINGLINE
WITHIN ROAD
PIPE ONLY
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-15
D E
T A
I L
S
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U S
P
U B
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L T
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V I C
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F
O R
T
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H
W
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D A
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V I S
I O
N S
I N
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Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
IA
N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
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C
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M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
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U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-16
R E
P A
F
E R
E N
C E
S
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U S
P
U B
L
A
L T
H
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E R
V I C
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F
O R
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P P
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I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
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Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
IA
N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
O e h e P u b
S o j e c t C
T U m m u n i t y
P r o j e c t s P
O
L
D
E S
I G
N L f o r
G r e g D
W G
P
O
L
D v a m
C-17
P H
O T
O S
PHOTO REFERENCE C4-1
PHOTO REFERENCE C5-4
PHOTO REFERENCE C5-3
PHOTO REFERENCE C5-2
PHOTO REFERENCE C5-5
PHOTO REFERENCE C6-6
PHOTO REFERENCE C6-7
PHOTO REFERENCE C8-8 PHOTO REFERENCE C8-9
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b
S o j e c t C
T U m m u n i t y
P r o j e c t s P
O
L
D
E S
I G
N L f o r
G r e g D
W G
P
O
L
D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
IA
N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L
E C
C T
I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
N
R
E S
E R
V A
T I O
N
L
J E
D H
G
O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
C-18
P H
O T
O S
PHOTO REFERENCE C9-10
PHOTO REFERENCE C9-12
PHOTO REFERENCE C10-14
PHOTO REFERENCE C9-13
PHOTO REFERENCE C9-11
U .S
P
U B
LIC
HEALTH SE
R V
IC
E
1 7 9 8
U S
P
U B
L
A
L T
H
S
E R
V I C
E
F
O R
T
R
D
T O
P P
E N
I S
H
W
A
D A
T E
R E
V I S
I O
N S
I N
I T
Y A
K A
S
T R
I C
T
O
F F
I C
E
C H
E C
K E
D
B
Y
P R
O J
E
N
A W
N
B
P O e h e P u b S o j e c t C
T U m m u n i t y
P r o j e c t s P
O L D
E S
I G
N L f o r
G r e g D
W G
P
O L D v a m
A P
P R
O V
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
S A
N I T
A T
I O
N
F
A C
I L
I T
I E
S
C
O N
S T
R U
C T
I O
N
P R
O J E
IN
D
I A N
H
E A L T H SE R
V
IC
E
19 5 5
M I S
S I O
N
C
O M
M U
N I T
Y
W
A S
T E
W A
T E
R
C
O L L E
C C
T I O
N
S
Y S
T E
M
R
E P
A I R
S
M I S
S I O
N
O
R
U M
A T
I L
D I A
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R
E S
E R
V A
T I O
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J E
D H
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| Sheets and Views |
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| PO-11-L34_1_1_2403-C-2 SYS LAYOUT |
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| PO-11-L34_1_1_2403-C-4 PLAN |
| PO-11-L34_1_1_2403-C-5 |
| PO-11-L34_1_1_2403-C-6 |
| PO-11-L34_1_1_2403-C-7 |
| PO-11-L34_1_1_2403-C-8 |
| PO-11-L34_1_1_2403-C-9 |
| PO-11-L34_1_1_2403-C-10 |
| PO-11-L34_1_1_2403-C-11 |
| PO-11-L34_1_1_2403-C-12 |
| PO-11-L34_1_1_2403-C-13 |
| PO-11-L34_1_1_2403-C-14 |
| PO-11-L34_1_1_2403-C-15 |
| PO-11-L34_1_1_2403-C-16 |
| PO-11-L34_1_1_2403-C-17 |
| PO-11-L34_1_1_2403-C-18 |
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