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CAHILL DE HE BAND OF WINT UN INDIANS

OF THE COLUSA INDIAN COMMUNITY

COLUSA COUNTY, CALIFORNIA

COLUSA COMMUNITY SEWER COLLECTION SYSTEM IMPROVEMENTS

CONSTRUCTION DRAWINGS

IHS PROJECT CA 11-E16

TO REDDING

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TO PRINCETON SHEET INDEX

EU~ EKA ( rJ-• ENLARGED AREA OF ~ REDDl_r PROJECT MAP ~ Lf

' NTO NO. SHEET DESCRIPTION U H ~ACRA

\ RESERVATION RD

/ft:::f~oLD COLUSA RANCHERIA

ii) P .-- ENLARGED AREA OF

~ V PROJECT MAP

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G-001

G-002

G-003

G-004

GENERAL

TITLE SHEET

INDEX SHEET

SAN FRANCISCO

RESNO

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TO CLEARLAKE

WILLI f,MS

~O SACRAMENTO

COLUSA RANCHERIA

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VICINITY MAP

NOT TO SCALE

1 1

C-100

C-101

C-102

C-103

C-104

C-105

C-106

C-300

C-301

C-302

C-500

C-501

C-502

C-503

GENERAL NOTES, ABBREVIATIONS, & SYMBOLS

UTILITY DESCRIPTION

CIVIL

SITE LAYOUT SHEET

PLAN & PROFILE - LINE A - STA 0+00 TO STA 7+31 &

LINE B - STA 0+00 TO STA 6+00

PLAN & PROFILE - LINE B - STA 6+00 TO STA 16+40

PLAN & PROFILE - LINE C - STA 0+00 TO STA 10+10

PLAN & PROFILE - LINED - STA 0+00 TO STA 9+30

PLAN & PROFILE - LINE E - STA 0+00 TO STA 14+00

PLAN & PROFILE- LINE E - STA 14+00 TO STA 17+88

LIFT STATION SITE LAYOUT, GRADING PLAN SHEET

LIFT STATION DETAILS SHEET

LIFT STATION DETAILS SHEET

CIVIL DETAILS 1

CIVIL DETAILS 2

CIVIL DETAILS 3

CIVIL DETAILS 4

COLUSA RANCHERIA

3730 HIGHWAY 45

COLUSA, CA 95932

PROJECT LOCATION MAP

NOT TO SCALE

REVIEWED & APPROVED BY:

INDIAN HEAL TH SERVICE:

ADAM HOWELL, PROJECT ENGINEER

UKIAH FIELD OFFICE

LIKE SCHUL TE, PE

CALIFORNIA AREA OFFICE

CAHILL DE HE BAND OF WINTUN INDIANS

OF THE. CO~A INDIAN COMMUNITY:

:,c~--'

RYAN EDSON

TRIBAL REPRESENTATIVE

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LOS ANGELES

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USER: jdouma FILE: O:\District Offices\SDO\A. SFC Main Files\Colusa\SFC Projects\ CA 11-E16\3D - Project Engineering\34 - Acad Drawings {Reduced CopieD2 G-002.dwg 5/29/2013 - 3:38pm

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COMMUNITY SEWER COLLECTION SYSTEM IMPROVEMENTS

CAHILL DE HE BAND Of WINTUN INDIANS COLUSA, CALIFORNIA

INDEX SHEET

PUBLIC LAW 86-121

DRAWN BY: HOWELL/CAMPBELL SCALE: 1· = 200' FILE NAME: 02 G-002.dwg

LAYOUT NAME: G-002 INDEX SHEET

CHECKED BY: A. HOWELL DATE: l.tAY 2013 PROJ ENG: L. SCHULTE s·- " ~ ~z

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INDIAN HEALTH SERVICE

ENVIRONMENTAL HEALTH &

ENGINEERING BRANCH

SANITATION FACILITIES CONSTRUCTION

650 CAPITOL MALL, SUITE 7-100

SACRAMENTO, CA 95814

(916) 930-3981

........ OF ''• --.<...~···. ·- .. ~~ ••

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REFERENCE SYMBOLS

DETAIL TITLE ~

DETAIL

DESIGNATION SECTION TITLE / A

SECTION

DESIGNATION

N.TS. '- M3,,.

NEW

- -SM- - -SM-

- -SSL- -- --SSL-

- -SFM- - -SFM-

- - SFSL- - -SFSL -

lo ol

- -WM- - -WM-

- -WSL- -- - WSL -

N.TS.

SHEET DRAWN ON

GENERAL LEGEND

SEWER

SEWER MAIN

SEWER SERVICE LINE

SEWER FORCE MAIN

SEWER FORCE SERVICE LINE

SEWER MANHOLES

ONE-WAY CLEANOUT

TWO-WAY CLEANOUT

SEPTIC TANK

LIFT STATION

DIRECTION OF FLOW

GRINDER PUMP STATION

LATERAL ASSEMBLY

WATER

WATER MAIN

WATER SERVICE LINE

RECYCLED WATER PIPE

FIRE WATER PIPE

GATE VALVES

FIRE HYDRANT W/ VALVE

FLUSH HYDRANT W/ VALVE

AIR RELEASE I VACUUM VALVE

SADDLE W/ CORPORATION STOP

CURB STOP W/ BOX

. '- M3 ,><

SHEET DRAWN ON

EXISTING

---SSL-----:SSL - --

---SF~----SFM---

- - - SFSL----SFSL ---

Im

IT]

- --WM-----WM - - -

---WSL----WSL---

--- RW ---- RW - - -

--- FW ---- FW ---

• 81

INDIVIDUAL PRESSURE RELEASE VALVE

YARD HYDRANT

METER BOX

WELL

GENERAL

! CARSONITE MARKER ROAD BORING/CROSSING

750 CONTOUR LINE SOIL BORING

>--- --< CULVERT SWAMP

DIRECTIONAL DRILLING TREE LINE

----x---- FENCE 0 TREE

-G-E-T- GAS , ELECTRIC, TELEPHONE UTILITY RIGHT-OF-WAY

POWER POLE, JUNCTION POLE WASH CROSSING

-------- PROPERTY LINE DEMOLITION

RIGHT-OF-WAY BUILDING

ROAD (DIRT/GRAVEL) ---STM--- STORM DRAIN PIPE

ROAD (PAVED) SIGN

• - PROPANE TANK

AB

ABAND.

AC

AFF

AFG

AGG

AGGB

ARV

ASSY

AVE

BRO

BF

BOT

BOF

BLDG

BLKG

BLVD

BM

BRG

BV

BVLD

BW

BOL

CB

Cl c1·

CJ

CL

CLF

CLR

CM

CMP

CMU

co

COL

CONG

CONT

GP

cs

CV

DEMO

DET

DIA ( )0

DIM

DI

DMH

ON

DRWY

OIW

E

EG

EJ

ELEC

ELEV.

A

AT

ANCHOR BOLT

ABANDON/ABANDONMENT

ASPHAL TIC/CONCRETE

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AGGREGATE

AGGREGATE BASE

AIRNAC. RELEASE VALVE

ASSEMBLY

AVENUE

B

BOARD

BLIND FLANGE

BOTIOM

BOTIOM OF FOOTING

BUILDING

BLOCKING

BEVELED OR BOULEVARD

BENCH MARK

BEARING

BUTIERFLYVALVE OR BALL VALVE

BEVELED

BACKWASH

BEGINNING OF LINE

c

CATCH BASIN

CAST IRON

CHLORINE

CONSTRUCTION JOINT

CENTER LINE

CLASS

CHAIN LINK FENCE

CLEAR

CENTIMETER

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONTINUOUS

CONTROL POINT

CURB STOP

CONTROL VALVE

D

DEEP

DEMOLISH , DEMOLITION

DETAIL

DIAMETER

DIMENSION

DUCTILE IRON PIPE

DROP MANHOLE

DOWN

DRIVEWAY

DRIVEWAY

E

EAST

EXISTING GRADE

EXPANSION JOINT

ELECTRICAL

ELEVATION

ABBREVIATIONS

EMB EMBEDDED

EOL END OF LINE

EOP EDGE OF PAVEMENT

EQ EQUAL

EW EACH WAY

EXST or EX EXISTING

EXT EXTERIOR

F

FD

FON

FF

FG

FH

FIN

FL

FLH

FLR

FJ

FM

FND

FT

FTG

FUT

FV

FW

GA

GAL

GALV

GLO

GR

GRNO

GV

GVL

HB

HOR

HDWR

HORIZ

HT

HWL

HWY

HYO

ID

IE

IN

INL

INSUL

INTER

INTR

INV

IP

F

FLUORIDE

FLOOR DRAIN

FOUNDATION

FINISHED FLOOR

FINISH GRADE

FIRE HYDRANT

FINISHED

FLOW LINE/FLANGED JOINT

FLUSH HYDRANT

FLOOR

FLANGED JOINT

FORCE MAIN

FOUND

FOOT OR FEET

FOOTING

FUTURE

FLUSH VALVE

FINISHED WATER

G

GAUGE

GALLON

GALVANIZED

GENERAL LANO OFFICE

GRADE

GROUND

GATE VALVE

GRAVEL

H

HOSE BIB

HEADER

HARDWARE

HORIZONTAL

HEIGHT

HIGH WATER LINE

HIGHWAY

HYDRANT

I

INSIDE DIAMETER

INVERT ELEVATION

INCH

INLET

INSULATION

INTERSECTION

INTERIOR

INVERT

IRON PIPE

J __ _

JT JOINT

L

LB

LD. MK.

LG

LT

LWL

K

L

LITER

LAG BOLT

LANDMARK

LENGTH/LONG

LEFT

LOW WATER LINE

M

MAS

MB

MJ

MM

MAX

MATL

MECH

MFR

MH

MIN

MISC

MON

MSL

N

(NC)

NEC

NIC

(NO)

NO

NOM

NPW

NTS

oc

OD

OH

OHE

OHT

OPNG

PE

PL

PLYWD

PM

pp

PT

PV

PVC

PVI

PVMT

R

RCP

REIN

REINF

REQ'D

ROW

RT

RTWL

RW

R/W s

SAN

SCH

SDMH

SECT

SFM

SHT

SIM

SM

M

METER

MASONRY

METER BOX

MECHANICAL JOINT

MILLIMETER

MAXIMUM

MATERIAL

MECHANICAL

MANUFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

MONUMENT

MEAN SEA LEVEL

N

NORTH

NORMALLY CLOSED

NA T'L ELECTRIC CODE

NOT IN CONTRACT

NORMALLY OPEN

NUMBER

NOMINAL

NON-POTABLE WATER

NOTTO SCALE

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OVERHEAD POWER

OVERHEAD TELEPHONE

OPENING

p

POLYETHYLENE

PROPERTY LINE

PLYWOOD

POST MILE MARKER

POWER POLE

PROPANE TANK

PURGE VALVE

POLYVINYL CHLORIDE

POINT OF VERTICAL

INTERSECTION

PAVEMENT

Q

R

RADIUS

REINFORCED CONCRETE

PIPE

REINFORCE

REINFORCEMENT

REQUIRED

RIGHT OF WAY

RIGHT

RETAINING WALL

RAW WATER/RECYCLED WATER

RIGHT OF WAY

s

SLIP

SANITARY

SCHEDULE

STORM DRAIN MANHOLE

SECTION

SEWER FORCE MAIN

SHEET

SIMILAR

SEWER MAIN

TRAFFIC CONTRO L NOTES

1 CONTRACTOR SHALL MAINTAIN EMERGENCY, LOCAL RESIDENTIAL AND BUSINESS ACCESS AT ALL TIMES.

so

SPEC

SP

SPT

SQ

ssco

SSL

ST

STA

STD

STL

STM

STR

STRUC

TBM

TEL R

TNK

TOF

TOM

TOW

TIB

TYP

UTIL

UBC

UPC

UMC

VB

vc

VERT

w

WI

WM

WI

W/O

WSL

WWF

YD

SOUTH

SPECIFICATION

SURVEY POINT

SEPTIC TANK

SQUARE

SEWER SERVICE CLEAN OUT

SEWER SERVICE LINE

START

STATION POINT

STANDARD

STEEL

STORM DRAIN

STREET

STRUCTURE

T

TEMPORARY BENCH MARK

TELEPHONE RISER

TANK

TOP OF FOUNDATION

TOP OF MASONRY

TOP OF WAL L

TELEPHONE TERMINAL BOARD

TYPICAL

u

UTILITY

UNIFORM BUILDING CODE

UNI FORM PLUMBING CODE

UNIFORM MECHANICAL

CODE

v

VAPOR BARRIER

VERTICAL CURVE

VERTICAL

w

WEST

WIDE

WATER MAIN

WITH

WITHOUT

WATER SERVICE LINE

WELDED WIRE FABRIC.

x~---y

YARD

z

2. CONTRACTOR SHALL NOTIFY THE COLUSA INDIAN COMMUNITY COUNCIL, LOCAL FIRE DEPARTMENT, COLUSA SECURITY DEPARTMENT, AND COLUSA CASINO RESORT 72 HOURS

PRIOR TO START OF CONSTRUCTION WORK.

3. ALL TEMPORARY TRAFFIC CONTROLS SHALL BE DONE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH BOOK) 2009, ELEVENTH EDITION, AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER

4. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS, 2009 EDITION , U.S.

DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.

5. DETAILED DRAWINGS OF THE STANDARD HIGHWAY SIGNS REFERENCED BY THE MUTCD MAY BE FOUND IN THE LATEST EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION

STANDARD HIGHWAY SIGNS ANO MARKINGS BOOK FOR USE WITH THE MUTCD.

6. IN THE EVENT OF A CONFLICT BETWEEN THE WATCH BOOK AND THE MUTCD, THE MUTCD SHALL PREVAIL

7. ADDITIONAL SIGNAGE MAY BE REQUIRED BY THE ENGINEER IN THE FIELD.

B. CONTRACTORS SHALL AVOID CONFLICTING SIGNAGE.

9. CONTRACTORS SHALL VERIFY THE PLACEMENT OF ALL TEMPCRARY TRAFFIC CONTROL DEVICES INDICATED ON PLANS TO ENSURE THAT VISIB ILITY OF THE ROADWAY IS NOT

OBSTRUCTED FOR MOTORISTS.

10. TRAFFIC SIGNS SHALL BE VISIBLE TO ONCOMING TRAFFIC AND BE MOUNTED SO AS TO RESIST DISPLACEMENT

11 ALL SIGNAGE SHALL BE REFLECTORIZED.

12. IF AT ANY TIME A TRAFFIC CONTROL DEVICE IS NOT REQUIRED, IT SHALL BE COVERED OR REMOVED. CONTRACTOR SHALL MAINTAIN THE COVER IN GOOD CONDITION.

13. FLAGGERSARE REQUIRED:

A WHERE WORKERS OR EQUIPMENT INTERMITIENTL Y BLOCK A TRAFFIC LANE.

B. WHERE ONE LANE IS USED FOR TWO DIRECTIONS OF TRAFFIC, TWO FLAGGE RS ARE REQUIRED, ONE FOR EACH DIRECTION OF TRAFFIC.

C. WHERE THE SAFETY OF THE PUBLIC AND/OR WORKERS DETERMINES THERE IS A NEED.

0 . WHEN SIGNS AND BARRICADES ALONE CANNOT EFFECTIVELY CONTROL TRAFFIC.

14. FLAGGERS SHALL BE TRAINED IN THE FUNDAMENTALS OF FLAGGING TRAFFIC BEFORE THEY ARE ASSIGNED THAT RESPONSIBILITY

15. CONTRACTOR SHALL NOTIFY THE BUREAU OF INDIAN AFFAIRS TEN DAYS BEFORE START OF CONSTRUCTION.

16. EACH SEPARATE WORK SPACE MUST BE ADEQUATELY SIGNED.

17. ON CURVES, PLACE TRAFFIC TAPER BEFORE CURVE TO PROVIDE ADEQUATE SIGHT DISTANCE FOR FLAGGE RS AND QUEUE OF STOPPED VEHICLES.

16. FLAGS AND/OR FLASHING LIGHTS MAY BE USED TO CALL ATIENTION TO ADVANCE WARNING SIGNS.

19. WORK SPACE DIMENSIONS TO BE DETERMINED BY CONSTRUCTION REQUIREMENTS.

1.

3.

4.

5.

6.

7.

8.

9.

10.

11 .

13.

GENERAL NOTES

THE TYPES, LOCATIONS, SIZES AND DEPTHS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN ON THESE IMPROVEMENT PLANS WERE OBTAINED FROM

AVAILABLE RECORDS. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND

DELINEATE ALL KNOWN UNDERGROUND UTILITIES THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS OF THOSE UTILITIES

SHOWN AND ANY THAT MAY EXIST AND ARE NOT SHOWN PRIOR TO

COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL EXPOSE ALL

UNDERGROUND FACILITIES THAT ARE TO BE CONNECTED TO OR THAT ARE IN

THE PATH OF THE PROPOSED IMPROVEMENTS FOR VERIFICATION OF LOCATION

AND ELEVATION PRIOR TO COMMENCING CONSTRUCTION. IN ADDITION, THE

CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT (USA) 48 HOURS

PRIOR TO ANY EXCAVATION WORK FOR DETERMINATION ANO LOCATION OF

UNDERGROUND UTILITIES, 800-227-2600 OR 811.

THE CONTRACTOR SHALL PERFORM WORK WITH A MINIMAL DISRUPTION OF

SERVICES, AND SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS IN ADVANCE

OF ANY PLANNED SHUTDOWN OF POTABLE WATER FACILITIES.

PROVIDE 30-INCHES MINIMUM COVER UNLESS OTHERWISE SPECIFIED, SEE

SPECIFICATIONS FOR LIMITATIONS ON DEFLECTION OF JOINTS AND

LONGITUDINAL BENDING OF PIPE.

PROVIDE 6 FEET MINIMUM CENTER-TO-CENTER HORIZONTAL CLEARANCE BETWEEN

EXISTING POWER POLES AND PROPOSED PIPELINE AND ASSOCIATED STRUCTURES.

CENTER FULL LENGTH OF PIPE AT CULVERT.

THE CONTRACTOR SHALL RESTORE ALL SURVEY MONUMENTS THAT ARE DAMAGED

OR DESTROYED

THE CONTRACTOR SHALL MAINTAIN VEHICLE ACCESS TO ALL PROPERTIES

ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION.

RECORD DRAWINGS SHALL INCLUDE THE LOCATION OF INSTALLED OR

RECONNECTED SEWER SERVICES.

TRENCH PLATES ARE TO BE PLACED AT ALL OPEN TRENCHES IN OR ADJACENT

TO ROADWAYS, AT THE END OF EACH WORKING DAY. TRENCH PLATES ARE TO BE

ANCHORED SECURELY AND ALL EDGE AREAS TO BE FULLY COVERED WITH

TEMPORARY ASPHALT.

ALL CONCRETE VAULTS AND COVERS IN TRAFFIC AND PARKING AREAS SHALL BE

DESIGNED FOR H-20 LOADINGS.

ALL EXCAVATED MATERIAL MAY NOT BE SUITABLE AS BACKFILL MATERIAL FOR

THIS PROJECT. THE CONTRACTOR SHALL ARRANGE FOR DISPOSAL OF THE

EXCAVATED MATERIAL AND OBTAIN ALL REQUIRED PERMITS.

ANY DAMAGE TO ROADWAY CAUSED BY CONTRACTORS OPERATION SHALL BE

REPAIRED AT CONTRACTORS EXPENSE. REPAIR WORK SHALL BE AS DIRECTED BY

PROJECT ENGINEER

CONTRACTOR MUST CONFORM WITH ALL REQUIREMENTS OF THE OSHA STANDARD

FOR EXCAVATION SAFETY (29 CFR 1926 SUBPART P) INCLUDED AMONG THE

OSHA STANDARD IS A REQUIREMENT FOR PROTECTION OF WORKERS IN

EXCAVATIONS 5 FEET OR GREATER IN DEPTH AND IN MATERIALS WHERE FAILURE

MAY OCCUR

SURVEY &

MONUMENTS & POINTS

A BM BENCH MARK

(W/ BN#, N, E, & EL)

CONTROL

SECTION DATA

SECTION CENTER

(W/ DNR#, N & E)

A OR® IP T-BAR/REBAR/IRON PIPE

(W/ N & E)

SECTION CORNER

0 MON

0 MON

)(SP

MONUMENT IN CASE

(W/ # , N, E, & EL)

MONUMENT SURFACE

(W/ # , N, E, & EL)

SURVEY POINT

(PK NAIL, SHINER, TACK ETC)

SPOT ELEVATION (W/ EL)

(W/ DNR#, N, E, & SEC#'S)

QUARTER CORNER

(W/ ONR#, N, E, & SEC#'S)

0 SIXTEENTH CORNER

(#, N & E)

CLOSING CORNER

(W/ DNR#, N, E, & SEC#'S)

C:DMC

MEANDER CORNER

(WI ONR#, N, E, & SEC#)

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SHEET 3 OF 18

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GRID NORTH IS CALIFORNIA

COORDINATE SYSTEM, ZONE 2,

NORTH AMERICAN DATUM OF 1983

GRAPHIC SCALE

100 200 -400 800

-1-lliiiiiiiiiil~I ~~~I

( IN FEET )

1 inch - 200 ft.

CONTROL POINT "HARBISON"

N 2216085.21 E 6552809.29

N9o·oo·oo"E 72.89

POINT OF TERMINATION

1-------LINE "E"

Noo·oo·oo"E _ _ .., 119.99

N45°00'00"W 30.00

N89°57'50"W

309.38

"' 0 "' . co 0

N 2219249-23 E 6554126.32 z POINT OF BEGINNING

LINE "A , B, C, & E"

N 2218261.47 E 6554789.83

POINT OF TERMINATION

LINE "A"

N 2218286.59

E 6554035.69

POINT OF TERMINATION

LINE "D"

N 2218286.59 --, E 6554035.69

267.70

N89°59'30"W

N73°48'28'W 89.94

S89°56'36''W 406.00

N90°oo·oo·w 400.06 w

// ~ ~l N 8

/ C/J

Noo·35·ss·w /

150-43 /

N58°04'39"W ---~ / 146.55

.<v/

• "<b~~

580.87

N89"36'16"W

P.0 .B.

LINE "D"

N 2217625.16 E 6554873.96

POINT OF TERMINATION

LINE "C"

N 2217320.75 E 6554877.70

N01 "27'35"E

7.71 -N9o·oo·oo"E

440.01

S82" 15'38"E 80.00 w io

~ 'j - N "' .... "' .

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C/J w ;j: io

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C/J w

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C/J

S55"00'00"W 60.00

POINT OF TERMINATION

LINE "B"

,,-- N 2217087.08

E 6555186.04 s 88° or 23" E

20,523.83 FT

UTILITY DESCRIPTION SHEET

.) I

.~·:-,r•I

.. I I I I I/ I

' I

UN-SECTIONED AREAS OF RANCHO JIMENO

TOWNSHIP 16 NORTH, RANGE 1 & 2 WEST

COLUSA COUNTY, CA

PUBLIC UTILITY DESCRIPTION

GRAVITY SEWER MAIN ALIGNMENTS "A, B, & C"

SEWER FORCE MAIN ALIGNMENT "D & E"

THE VARIOUS UTILITY ALIGNMENTS ARE LOCATED IN UN-SECTIONED AREAS OF RANCHO JIMENO, TOWNSHIP 16 NORTH, RANGE 1 & 2 WEST ON THE MOULTON WEIR, CALIFORNIA, U.S. GEOLOGICAL SURVEY 7.5-MINUTE TOPOGRAPHIC QUADRANGLE, OF THE MOUNT DIABLO BASE AND MERIDIAN IN THE COUNTY OF

COLUSA, STATE OF CALIFORNIA, AND ARE DESCRIBED AS FOLLOWS;

COMMENCING AT CONTROL POINT "HARBISON" BEARING NORTH 42" 18' 15" EAST A DISTANCE OF 2942.56 FEET TO A POINT WITHIN T16N, R1&2 WEST, SAID POINT BEING THE POINT OF BEGINNING OF ALIGNMENTS

A ,B,C,& D HEREIN DESCRIBED;

THENCE NORTH 90" 00' 00" WEST A DISTANCE OF 400.06 FEET;

THENCE NORTH 73" 48' 28" WEST A DISTANCE OF 89.94 FEET;

THENCE NORTH 89" 59' 30" WEST A DISTANCE OF 267.70 FEET TO A POINT OF TERMINATION FOR LINE "A";

COMMENCING FROM THE POINT OF BEGINNING

THENCE NORTH 90" 00' 00" EAST A DISTANCE OF 440.01 FEET;

THENCE SOUTH 00" 00' 10" WEST A DISTANCE OF 165.00 FEET;

THENCE SOUTH 55" 00' 00" WEST A DISTANCE OF 60.00 FEET;

THENCE SOUTH 00° 18' 55" EAST A DISTANCE OF 974.99 FEET TO A POINT OF TERMINATION FOR LINE "B";

COMMENCING FROM THE POINT OF BEGINNING

THENCE SOUTH oo• 00' 00" EAST A DISTANCE OF 230.00 FEET;

THENCE SOUTH 82° 15' 38" EAST A DISTANCE OF 80.00 FEET;

THENCE SOUTH oo• 42' 16" EAST A DISTANCE OF 395.56 FEET;

THENCE SOUTH 00° 42' 16" EAST A DISTANCE OF 304.44 FEET TO A POINT OF TERMINATION FOR LINE "C";

COMMENCING FROM THE POINT OF BEGINNING

THENCE SOUTH 00" 00' 00" EAST A DISTANCE OF 230.00 FEET;

THENCE SOUTH 82° 15' 38" EAST A DISTANCE OF 80.00 FEET;

THENCE SOUTH oo• 42' 16" EAST A DISTANCE OF 395.56 FEET TO THE POINT OF BEGINNING FOR LINE "D";

THENCE NORTH 89° 36' 16" WEST A DISTANCE OF 580.87 FEET;

THENCE NORTH 58° 04' 39" WEST A DISTANCE OF 146.55 FEET:

THENCE NORTH 00° 36' 55" WEST A DISTANCE OF 150.43 FEET TO A POINT OF TERMINATION FOR LINE "D";

COMMENCING FROM THE POINT OF BEGINNING

THENCE NORTH 01 ° 27' 35" EAST A DISTANCE OF 7.71 FEET;

THENCE SOUTH 89° 56' 36" WEST A DISTANCE OF 406.00 FEET;

THENCE NORTH oo· oo· oo· WEST A DISTANCE OF 839.06 FEET:

THENCE NORTH 89° 57' 50" WEST A DISTANCE OF 309.38 FEET;

THENCE NORTH 45• 00' 00" WEST A DISTANCE OF 30.00 FEET:

THENCE NORTH oo• 00' 00" EAST A DISTANCE OF 119.99 FEET;

THENCE DUE NORTH 90° 00' 00" EAST A DISTANCE OF 72.89 FEET TO A POINT OF TERMINATION FOR LINE "E"

AND END OF ALIGNMENT DESCIRPTIONS WITHIN TRIBAL TRUST LAND.

CONTROL POINT "LAUX"

N 2215412.95 E 6573322.11

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NOTES

1. MANHOLES, LATERAL ASSEMBLIES, GRINDER PUMPS

AND LIFT STATION SYMBOLS ARE NOT TO

SCALE. THEY ARE SHOWN ENLARGED FOR CLARITY.

ACTUAL SIZE OF MANHOLES IS 4' DIAMETER AND LIFT

STATION IS 6' DIAMETER

2. EXISTING FACILITIES ARE SHOWN AT APPROXIMATE

LOCATIONS. CONTRACTOR SHALL FIELD VERIFY PRIOR

TO CONSTRUCTION.

MAINTENANCE YARD

GRAPHIC SCALE

,~-r~r---,r---•i

( IN FEET )

1 inch ~ 100 tl

APPROXIMATE LOCATION OF

EXISTING 4" DIA WATER MAIN ----

1--·-- - I

I- SSL

I

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LIFT STATION, SEE I

I • I

SHEETS C-300 & C-301 ~ •

LANDSCAPE MATERIAL

BINS

@ IP

EXISTING 2" GAS LINE / L APPROXIMATE LOCATION OF LINE "B", B" DIA

/ SEWER MAIN

--s --s---s---s 8 --s---s-- - s---s 8 --s--- s---s---s--e ~ ·--· ~ ~ ·-· ~ > I - - ~ ~ ~ (II :: ti) ~ ~ "' ~

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' LINE "C", 8" DIA

SEWER MAIN

w w w

TRADITIONAL WAYS

w

-- s--- s--- s ....J, COMMUNITY PARK

I

I

~ APPROXIMATE LOCATION OF

EXISTING 8" DIA WATER MAIN

(FIRE WATER MAIN)

APPROXIMATE LOCATION OF

EXISTING OVERHEAD UTILITIES

NEW BURIED ! I

POWER UTILITY·~ 1 1-

1 I I I

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• • ; I

M

SSL I .

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SEWER FORCE MAIN CLEANOUT,

SEE SHEET C-501, DETAIL 1

11--- SSl

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POWER UTILITY

" - SFM - - SFM - .t.; SfM x x----x ~

SFM ~SFM - • ...L.=.,=.----~s=FM----S~F~M---~- - - - - - - ~}

~LINE "E", 4" DIA. HOPE / COLUSA COMMUNITY I

SEWER TREATMENT I

FACILITIES x- ~

• 1

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SEWER FORCE MAIN CLEANOUT, SEWER FORCE MAIN 4

SEE SHEET C-501 , DETAIL 1 I

LI NE "A" 8" DIA I

SEwER MAIN ----------I

I

(!.~.-~ x~ + I il1 f l, I :c _ _ JJ ~

C3 O'.

O'.

a.

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FORCE MAIN TO FORCE

MAIN CROSS TIE IN SEE

DETAIL SHEET C-106

SEWER FORCE MAIN CLEANOUT,

SEE SHEET C-501 , DETAIL 1

SEWER MAIN CLEANOUT,

SEE SHEET C-500, DETAIL 6

PARKING

SCHOOL

- - S."'L

GARDEN

M

• • pp

-...._____APPROXIMATE LOCATION

> • w

• • OF EXISTING 4" WM ~

I

I I

C3 O'.

SSC

w

I ~ -------- LINE "D", 1 f" DIA.

sSL ~---------- SEWER MAIN I

TRADITIONAL AREA

SEDEO CIRCLE - I

= I w SSL

I

LOCATION & ELEVATION OF

FIRE WATER LINE TO BE

DETERMINED BY CONTRACTOR

~ _/ PRIOR TO CONSTRUCTION

'I'

8;:-- - SFM

~TERMINAL FLUSHING SYSTEM,

SEE SHEET C-503, DETAIL 2

STOCK PILE

APPROXIMATE LOCATION OF

EXISTING 2" DIA. WATER MAIN

APPROXIMATE LOCATION OF

EXISTING UTILITIES. LOCATION

UNKNOWN PAST THIS POINT

UNIMPROVED ROAD

I I I I I I

SITE LAYOUT SHEET

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APPROXIMATE LOCATION OF

EXISTING 2" GAS LINE

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LINE "A", 8" DIA.

SEWER MAIN

CO 1A 7+31 7+00 0

MH3A

N 2218286.55 E 6554303.40

LIFT STATION <P

N 2218271 .87 ~'('

NOTES

1. PROPOSED SEWER SERVICE LINES MAY CROSS THROUGH

EXISTING LEACH FIELDS.

2. CLEAN OUT NOT FOUND AT HOUSE #64 CONTRACTOR IS

RESPONSIBLE FOR FIELD LOCATING ALL EXISTING SSCO

PRIOR TO CONNECTION TO NEW SEWER MAIN.

3. DEPTH OF WATER MAIN IS APPROXIMATE, CONTRACTOR SHALL VERIFY DEPTH OF EX. UTILITIES PRIOR TO

CONSTRUCTION

4. MANHOLE INVERT ELEVATIONS GIVEN ON PROFILE ARE FROM CENTER OF MH TO CENTER OF MH. TO CAL CU LA TE INVERT "IN" ELEVATIONS AT THE EDGE OF MH ADD 0.01' TO THE GIVEN ELEVATION. TO CALCULATE

THE "OUT" INVERT SUBTRACT 0.01' FROM THE GIVEN ELEVATION.

5. PIPE LENGTHS SHOWN ON PROFILE ARE FROM CENTER OF MH TO CENTER OF MH .

6. INSTALL CLEANOUTS ON NEW SEWER SERVICE LINES EVERY 100' OR 135° AGGREGATE CHANGE IN DIRECTION.

E 6554789.83 tf' a LINE "B", MH1B

VICINITY MAP

NOT TO SCALI:.

N 2218286.59 G-,.,.-~==-:------6•..,o_._ __ ....,.'."""::--~ ---=~ r I ocoo I ·~ I ;.oo--~-

SEE SHEET C-600, DETAIL 8 I

N 2218261.47 E 6555009.83

MH2B

N 2218261.47 E 6565229.83

SEE SHEET C-300 & C-301 ~ •. ~j 8" DIA. PVC SEWER MAIN, \

........... __ ----E-------E-------E--------.. E E ~

I 1+00 2+00 - 3+00 4+00 4~oo 3+oo j 2+00 I 1 +oo 1 o+oo ~M;:H:-:1::A:-;(T~ER;M:;;:1N;:A-;-L-;:M;;:H;:)-r+ 1 .;... _______ ..,;;+~_s------..;.,~-----,,--....;,.+. ;;;..-=-:§1t-

MH 2A 1. I ~ N 2218261.47 ~ co ~ f f

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SCHOOL

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WINTUN ROAD

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BUILDING

MATERIAL I

STORAGE

SEENOTE3

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SEE SHEET C-103 • 66

58 60 •

APPROX LOCATION OF

EXISTING 4" WATER MAIN ~ •

COINV

EL 60.4'

AREA

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5::i:

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SEE SHEET C-102

w w w 8 w w w ~ APPROX LOCATION OF

EXISTING '2" GAS MAIN

CD PLAN - GRAVITY SEWER MAIN - ORCHARD ROAD SEWER MAIN LINE A(STA 0+00-7+31) & LINE B(STA 0+00-6+00) 1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-"---rn1A

STA 7+31

RIM EL• 58.78'

STA 7+27.0

INV OUT = 55.0

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SCHOOL

23T OF 8" PVC @ 0.50%

90' OF 6' PVC @ 0.50"1&

400' OF 8" PVC @ 0.50%

' I I ' '

DROP MANHOLE, /

SEE SHEET C-503,

DETAIL4

220' OF 8" pVC @ 0.50%

220' OF s• PVC@0.50% ~===========---__!•------!

I I I

I I ·

I

152' OF a· PVC@0.50%

I ' if: 7+31 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 :?.1t----:..;.:.:.....~--=-----=-=---------'-'=-----"-=------=-=-----'--=------------__:__:___ __ .:...:____----=-..:..:_ __ ~ u

LINE A LINE B

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MH48

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APPROX LOCATION OF

EXISTING 2" GAS LINE

SEE NOTE3

7-+-00 8+00

I

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NOTES

1. PROPOSED SEWER SERVICE LINES MAY CROSS THROUGH EXISTING LEACH FIELDS.

2. CLEAN OUT NOT FOUND AT HOUSE #64 CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING All

EXISTING SSCO PRIOR TO CONNECTION TO NEW SEWER MAIN.

3. DEPTH OF WATER MAIN IS APPROXIMATE, CONTRACTOR SHALL VERIFY DEPTH OF EX. UTILITIES PRIOR

TO CONSTRUCTION

4 . MANHOLE INVERT ELEVATIONS GIVEN ON PROFILE ARE FROM CENTER OF MH TO CENTER OF MH. TO CALCULATE INVERT "IN" ELEVATIONS AT THE EDGE OF MH ADD 0.01' TO THE GIVEN ELEVATION. TO

CALCULATE THE "OUT" INVERT SUBTRACT 0.01' FROM THE GIVEN ELEVATION .

5. PIPE LENGTHS SHOWN ON PROFILE ARE FROM CENTER OF MH TO CENTER OF MH.

6. INSTALL CLEANOUTS ON NEW SEWER SERVICE LINES EVERY 100' OR 135• AGGREGATE CHANGE IN

DIRECTION.

EXISTING PROPANE

TANK&PAD \

15+00

MH -78

N 2217087.08 E 65551 as .o5

16+00 1 llol<IO Il

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CO INV :m

EL 59.41'

TRADITIONAL WAYS ROAD

I

PT

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El 60.75' l

I

~ APPROX LOCATION OF

EXISTING 2" GAS LINE

APPROX LOCATION OF EXISTING

4" DIA. WATER MAIN

w w w

~ iFH

CD,__P_L_A_N_ - __ G_R_A_V l_T_Y_S_E_W_E_R_M_A_I N_ =-_E_A_S_T_ A_L_LE_Y_S_E_W_E_R_M_A_I N_ L_I N_E_B_=_S_T A_6_+_0_0_T_O_S_T A_1_6_+_4_0

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(2) PROFILE ·

GRAVITY SEWER

- 60

325' OF 8" PVC@ 0.50% 55

325' OF 8" PVC@ 0.50%

MAIN EAST ALLEY SEWER MAIN LINE B- STA 6+00 TO STA 16+40

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APPROXIMATE LOCATION OF

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APPROXIMATE LOCATION OF

EXISTING 2" GAS LINE w/APPROX. 2.0'

OF COVER

MH1C

STA. 2+30.0

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INV. OUT= 48.59'

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INV. IN= 49 .37'

INV. OUT= 49.17'

4" SSL

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0 .,, 0 g:

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ASSUMED LOCATION OF EXISTING

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APPROXIMATE LOCATION OF

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w/APPROX. 4.0' OF COVER

4" SSL

STA6+74

HOUSE #129

STA 6+95.0

,0 1-------------t APPROXIMATE LOCATION OF

EXISTING 12" l.D. CONCRETE

STORM DRAIN, INV= 57.74'

MH3C

I

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RIM EL. = 60.04'

INV. IN = (S) 51.57'

INV. IN = (W) 54 .10'

INV. OUT= (N) 51 .37'

01 4•ssL

0 .,, Oil

STA 7+85

HOUSE #131

@ 4" SSL

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HOUSE #135

Cl

STA 9+93.0

APPROXIMATE LOCATION OF

EXISTING 12" l.D. CONCRETE

STORM DRAIN, INV= 57.30'

MH4C

STA. 10+10.0

RIM EL. • 59.36'

INV. OUT• 53.10'

Cl

COMMUNITY SEWER COLLECTION SYSTEM IMPROVEMENTS

DRAWN BY:

CAHILL DE HE BAND OF WINTUN INDIANS COLUSA, CALIFORNIA

PLAN & PROFILE SEWER MAIN LINE C - STA 0+00 TO 10+10

PUBLIC LAW 86-121

HOWELL/CAMPBELL SCALE: VARIES FILE NAME: 06 c-101 c-102 C-1 o

LAYOUT NAME: c-103 ~~~~~~~-11

CHECKED BY: A. HOWELL DATE: MAY 2013 PROJ ENG: L. SCHULTE

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ENGINEERING BRANCH

Ji;! )> - ,, ~~ zO Gl x "'r ·g Gl )> )> -I mo .,, SANITATION FACILITIES CONSTRUCTION

650 CAPITOL MALL, SUITE 7-100

SACRAMENTO, CA 95814

(916) 930-3981

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-IZ 0

0 (/) c 0 ffi -I orz zmo z .,, _, m ~ .,, ~.,, 0 - c Ofiiz :Zro _, 0 )>

0 r-8 _, Z I m>O :;: -I c en Z en m Gl m

;c r () ;:: !!1 0 >-~ z (/) ;c . ::::! )> z () Gl _, (/) 0 (/) ;c 0 (/) m .,, ~ ;a (/) 0 -I .,, -o z"' Gl m ro m "' ~m I :f:

.,, m m ;c r "' om ~ :l:l n m r z m el

CJ D

~ ~ ~~ TI'o ~ ::;! "": Q [J

() • CJ

~ J:: ll I*°'~~~+-~~ ..... , ~I DOC?O D f) ~ \& Cl 0 G' lJ C<~;>1:;i. CJ = I c; -.

DATE REVISIONS

z m

INIT.

MH3C

N 2217625.16 E 8564874.25 o+oo-

• ~~ 1~ 2+00 3+00 4+00 5+00 ~-.,.._~~--~------~. ----------------+-----,;-------.....;;+.;;,..._------------..;..+;.;....----------,....._;;.;;;.:;.. ____________ -....:.6'0o

- - ++- I

1•--- APPROX LOCATION OF --<>

l

EXISTING 2" GAS LINE

l f I I

' I

EXISTING COMMUNITY WATER

STORAGETANK -------

D

T I I r

LINE "D" 1 }" HOPE

~ SEWER FORCE MAIN

NOTES

1. PROPOSED SEWER SERVICE LINES MAY CROSS THROUGH EXISTING LEACH FIELDS.

2. CLEAN OUT NOT FOUND AT HOUSE #64 CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING All EXISTING

SSCO PRIOR TO CONNECTION TO NEW SEWER MAIN.

3. DEPTH OF WATER MAIN JS APPROXIMATE, CONTRACTOR SHALL VERIFY DEPTH OF EX. UTILITIES PRIOR TO

CONSTRUCTION

4. MANHOLE INVERT ELEVATIONS GNEN ON PROFILE ARE FROM CENTER OF MH TO CENTER OF MH. TO CALCULATE INVERT "IN" ELEVATIONS AT THE EDGE OF MH ADD 0.01' TO THE GNEN ELEVATION. TO CALCULATE

THE "OUT" INVERT SUBTRACT 0.01' FROM THE GIVEN ELEVATION.

5. PIPE LENGTHS SHOWN ON PROFILE ARE FROM CENTER OF MH TO CENTER OF MH.

6. INSTALL CLEANOUTS ON NEW SEWER SERVICE LINES EVERY 100' OR 135' AGGREGATE CHANGE IN DIRECTION.

VICINITY MAP

"" APPROX LOCATION OF

EXISTING 4" FIRE WATER

MAIN I

I I

7. SEE SHEET C-503 DETAIL 3 FOR TYPICAL LOW PRESSURE SYSTEM LATERAL INSTALLATION. GRINDER PUMP AND LATERAL ASSEMBLY LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS TO BE DETERMINED BY

ENGINEER DURING CONSTRUCTION.

NOT TO SCALE I l _..., LINE"C-, 8" DIA. SEWER MAIN, SEE SHEET C-103

I

-"!SS- -

I

L l!I

CO NOT

FOUND =--o D

EXISTING COMMUNITY

WATER TREATMENT

BLDG

e e

'"j D

0 a::

u w w

~ COINV

~EVz 7 0

- B+OO

~"" 5

\ \ '-9+00

\\ \~SSL--

v\ ~ COINV '~~ / El 57.69' 9+30

PROPOSED

FF

EL 62.3'

------------ PROPOSED HOUSE

LOCATION

TERMINAL FLUSHING

CONNECTION

N 2217886.76 E 6554137.32

SEE SHEET C-503,

DETAIL 3.

LEGEND

GRINDER PUMP STATION

SEE SHEET C-503, DETAIL 3

LATERAL ASS EMBLY

SEE SHEET C-503, DETAIL 1

"' D 25 !50 100

1 inch - 50 ft. ·- 1-1- 1--1

CDe---P_LA_N_-_G_R_A_V_IT_Y_S_E_W_E_R_M_Al_N_-_S_E_D_EO_C_l_R_C_LE_L_O_W_P_R_E_S_S_U_R_E_S_E_W_E_R_M_A_IN_L_IN_E_D_-=..__S_T_A_O_+_O_O_T_O_S_T_A_9_+_3_0

~ -I u a -I u s -I u -0 -I u g

~ LOW PRESSURE SYSTEM

DROP CONNECTION

SEE SHEET C-502, DET. 6 I

w 0.. "' ,._ 0 ,._ ..

I + W • v (/) :!!: <( :J ~ >- 0 ~ C/l I

930' OF 1 ~· HOPE @ 0.00%

z I

3z u.. 0

0 _J -

~ <Co>-,, z + - w "' ::;: z ~ a: 2 ~ wo (/) >- 0

~ ,n 4n 2~!::!.===============================================================================================================:;-----'-...!ilLI

LOW PRESSURE SEWER MAIN D

0 0+00 1+00 2+00 3+oo 4+oo 5+oo a+oo 1+00 a+oo 9+oo 9+3o I

I @i--_P_R_O_F_I L_E_-__ G_RA_V_l_TY_S_E_W_E_R_M_A_I N_-=.._S_E_D_E_O_C_I R_C_L_E_LO_W __ P R_E_S_S_U_R_E_S_EW_E_R _M_A_l_N_L_I N_E_D_-__ S_T A_O_+_O_O_T_O_S_T A_9_+_3_0_

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SHEET 9 OF 17

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" " --0 -" ·;:: -"' 0 w _J

E " 0

"O ·-l'i.lS --

* I

VALVE VAULT

- STA 0+00

INV. OUT = 57 .9'

I

I

I .E-"'--O ~+oo

STA 0+00 B.O.L. LINE "E

VALVE VAULT

LIFT STATION

N 2218271.87 E 6554789.83

~LINE"B"

' 8" DIA. PVC SEWER MAIN,

SEE SHEET C-101 & C-102

N 2218278.84 ~E 6554391 .13

INSTALL SEWER FORCE MAIN

CLEAN OUT w/90° HORIZ. BEN D, HDPE, 4"

SEE SHEET C-501, DETAIL 1

s.Oo

NEW 4" PVC ELECTRICAL

CONDUIT TO LIFT STATION

LINE "E" , 4" HOPE. SEWER

FORCE MAIN

N 2219110.53 E 6554363.83

COLUSA COMMUNITY

0 WASTEWATER TREATMENT

FACILITIES

INSTALL SEWER FORCE MAIN I

CLEANOUT w/90° HORIZ. BEND, v

H~E.~ ' SEE SHEET C-501 DETAI L 1 ----~i::::

SLUDGE DRYING BEDS ' •

G)e--__ P_LA_N_ =-_G_R_A_V_l_TY_S_E_W_E_R_ M_A_IN_ =-

_S_E_W_

E_R_,._F_?_R_C_E_, _M_A_IN_-=__:_

T_A_ O_+_O_O_ TO_ S_T_A_ 1_4_+_0_0 __ _

STA 4+1 6.4

1-90° HORIZONTAL

BEND, 4" HDPE

1 Inch = 50 ft.

..... I I I I

EXISTINGGRADEABOVE

CENTERLINE OF FORCE MAIN

-~ t

STA 12+55.4

1-90 ' HORIZONTAL

BEND, 4" HDPE

55 ~'-::::=========================4="H=D=P=E=@==0=. 0=%==================================11t=================================;::===========3=·=M=IN=~=O=V=E=R====================4"=H=D=P=E=@==O.=O'=Y,======================================================================1111==========================1 55 o+oo

<D

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1 +oo oc

Ol

2+00

0 l'J

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3+00 n m

4+0 0 o:J

5+00

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6 + 00

SEWER FORCE MAIN

r~

O'.l

7+00 o:J O'.)

•D

8+00

Ol

9+00 en

Ol

10+00 ai

11 +00 m

,~ PROFILE - GRAVITY SEWER MAIN - SEWER FORCE MAIN - STA 0+00 TO STA 14+00

~2)~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

Ol

12+00 en n Ol

13+00 en

14+0(

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C-105

SHEET 10 OF 18

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D

1:J c

;1===--sfM ---SFM SffiF"=='--- SF" l -w-rw-'I m x

2KvTO 480v

TRANSFORMER

OFFICE

LAB

SEE DETAIL THIS SHEET

y -

45° HOPE BEND

N 2219251 .92 E 6554053.23

~ I FORCEMAIN TO FORCEMAIN

CROSS TIE IN ,

r""-' --4"_H_D_P_E_ s_F_M __ 17~l--- - - - HEADWORKS

~/, ( SFM-.

"' ' ' - 8 ;! w u..

LINE E, w

4" DIA HOPE SEWER ::: !5 I

FORCE MAIN ~ ~

SHOP

~ SLUDGE

DISCHARGE TO

EXISTING BAR

SCREEN

TREATMENT TANKS

45° HOPE BEND---J:!...: BEDS CON-DUIT TO L-IFT STATION-

N 2219131.94 I ~

Po DRYING ~ NEW 4" PVC ELECTRICAL

E 6554053.24 \ ').._ ""- -- _ p~ ' ...... ~---- E ----------------.---1 '~~~7',~~~~~""":::'""" .... :::::::-:-::::-:::::--::----+--j.

4" HOPE SEWER FORCEMAIN \ w 1~5~+~00~--rw --- rN 14+00

45° HOPE BEND

N 2219110.72 E 6554074.45

(/) "' wa z ';

:::; u I>- 0 W >- w <(I

::; CJ)

COLUSA COMMUNITY

WASTEWATER TREATMENT

FACILITIES

SCALE 1" = 40'

"' 0

I inch = 50 fl. .. - ..

l EXISTING 4" DIA. PVC -c

FORCE MAIN ---1

- ' ,,,,--- MEGALUG 3800 PVC-HOPE

/ RESTRAINED JOINT (TYP 2)

4" HOPE CROSS -

BUTTFUSEDOR - , / - 4"HDPEBALLVALVELYALL

ELECTROFUSION V POL YTEC OR EQUAL (TYP 4)

JOINTS (TYP) ' ~ EXISTING 4" DIA. PVC

' - / ~~E~N ~ ~~111~~·1~ I -.t--

4" HOPE FORCE I

MAIN _/

( - OLYMPIC FOUNDRY 940

'""'"'°/ OR EQUAL , COVER MARKED "SEWER" (TYP 4)

~ FORCE MAIN CLEANOUT

SEE SHEET C-501 , DETAIL 1

FORCE MAIN-TO-FORCE MAIN CROSS TIE-IN DETAIL

CD~ __ P_L_A_N_-__ G_RA_V_l_TY_S_E_W_E_R_M_A_I N_-__ S_E_W_E_R_FO_R_C_E_M_A_I N_--=-_S_T_A_1 4_+_0_0_T_O_S_T A_1_7_+_8_8 _ _ c

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STA 15+64.B

1-45° HOPE

BEND, 4"

STA 15+94.B

1-45° HOPE

BEND, 4"

STA 17+14.B

1-90° HOPE 65

BEND, 4"

4" HOPE@ 0.0%

SEWER FORCE MAIN

STA 17+88

EOL

4"CROSS TIE

IN TO EX. SFM

SEE DETAIL

THIS SHEET 45

-:: ---~-1------~----~----~----~----~-------~---1 c E ::J

1:J ·- "' w

CD

Q) U)

14+00

U)

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16+ 00 17+00 fr;\ PROFILE - GRAVITY SEWER MAIN - SEWER FORCE MAIN - STA 14+00 TO STA 17+88 ~2)~-----------------------------

I

I

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GENERAL CONSTRUCTION NOTES:

1. AREA PRONE TO HIGH GROUND WATER. GROUNDWATER PUMPED DURING

CONSTRUCTION OF LIFT STATION AND WET WELL SHALL BE DISPOSED OF

IN EXISTING RETENTION BASIN.

2. ENSURE ALL JOINTS ON FORCE MAIN ARE RESTRAINED

CONCRETE THRUST BLOCKS ARE NOT ACCEPTABLE.

NEW ELECTRICAL SERVICE

FROM COGENERATION

-E- - -E-

CONTROL PANEL STRUCTURE &

6' CHAIN LINK FENCE,

SEE SHEET C-502

6' WI DE SWING

GATE

- 2.2' i------+! 10.0' ------+------+;- 10.0· ----- -f--- -5.0' - -1

CORNER

POST

~~---~8~"~P~V=C~S=E=W~E=Rf-----+----11MH1Af-----=8'~'P_V~C~S=EW~E~Rf----______ ~rt

...J

3:

1--- NEW 314" WATER SERVICE

LINE , SEE SHEET C-302,

DETAIL 2

b

0 2 4

SCALE 1" = 4'

EXISTING ROAD

EDGE

~ EXISTING ROAD

EDGE

/ EXISTING 4" WATER MAIN

lw---w---w---w---w---w---wLw---w--- w---w w w w---w--- w---w-

LIFT STATION SITE PLAN

SCALE 1" = 4'

1- 1_J f------0 1•

< . I

J x

EG = 58.5

FG = 59.9

J < ' • • .I

LIFT STATION GRADING PLAN

SCALE 1" = 4'

EG = 58.4 _/

FG = 59.9

I

I

I

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C-300

SHEET 12 OF 18

w t-

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CD

Cl w

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N

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ELEVATION TABLE

ITEM ELEV. (ft.)

8" MAIN INVERT IN 47.00

HIGH LEVEL ALARM SWITCH 46.67

LAG PUMP ON 46 17

LEAD PUMP ON 45.67

PUMP OFF 43.50

FINISHED FLOOR 42.00

BOTTOM OF BASE 41 .00

NOTES:

1. COMPACT BACKFILL MATERIAL AROUND EACH RING BEFORE INSTALLING

THE NEXT SECTION.

2. GRAVEL CUSHION TO BE PLACED ON EARTH BASE COMPACTED TO

95% MAXIMUM MODIFIED PROCTOR DENSITY.

3. PROVIDE SUFFICIENT ELECTRICAL CABLE TO ALLOW DISCONNECT

WITHOUT ENTERING LIFT STATION.

4. ALL INTERIOR PIPING TO BE COATED PER SPECIFICATIONS.

5. ALL HARDWARE TO BE STAINLESS STEEL.

6 MOUNT SIGN (36"x12") ON DISCONNECT POST

7. SEPARATION FABRIC BENEATH GRAVEL LAYER.

DANGER

POISON GASES, EXPLOSIVE GASES.

VENTILATE 30 MINUTES BEFORE

ENTERING. NEVER ENTER ALONE.

ALWAYS USE SAFETY LINE.

4" -90° DJ. ELBOW

(FLxFL) TYP. OF 2

4" DI WYE w/BLIND FLANGE

AND 2" FNPT IN CENTER, 2"

MALE x MNPT BRASS

CAMLOCK, AND 2" FEMALE

CAMLOCKCAP

4" DIA. HOPE SEWER FORCE

MAIN, SEE THIS SHEET

4" -CROSS

(FLxFL)

ALUMINUM HATCH WITH HINGE

SAFETY GRATE.

ALUMINUM HATCH

#4 REBAR@ 12" O.C.

BOTH WAYS

MASTIC SEAL,

TYP. ALL AROUND.

PRE-CAST CONCRETE

VALVE VAULT

SEE SHEET C-302

SLOPE TO DRAIN , 2-5%

PIPE SUPPORT

4" 0 .1. RESILIENT WEDGE

GATE VALVE, (FLxFL), TYP. OF 2

4" 0.1. SWING CHECK

VALVE (FLxFL) WI

MECHANICAL INDICATOR,

TYP. OF 2

1/4" BALL VALVE, 114"

DIAPHRAM SEAL, AND 114"

PRESSURE GAUGE.

INV 57.57'

PLAN VIEW

4" RESILIENT WEDGE

GATE VALVE , (FLxFL), TYP.

4" SWING CHECK

VALVE (FLxFL)

WI MECHANICAL

INDICATOR

2" DIA. PVC DRAIN PIPE

WI DUCKBILL VALVE

4" DIA. 0 .1. PIPE

PIPE PENETRATION WI

Z-LOK SEAL, TYP 3 PL.

RAM-NEK GASKET OR

APPROVED EQUAL.

GUIDE BARS

CL52 D.L PIPE (FlxFL)

6' DIA. PRE-CASTED ~

REINF. CONC. WET WELL .

NON-SHRINK GROUT FILL

SLOPE 1:1, TYP.

BOLT REQT'S PER

MANUF.

RECOMENDATIONS.

t

(2) #4@ 3" EA WAY

TOP & BOTI AROUND

CRANE BASE, TYP.

PLATFORM SOCKET FOR

PORTABLE HOIST

4" DIA. ABS (BLACK)

WI SCREENED VENT

"-- PRECAST LID FOR 72"

DIA. WETWELL, H20 RATED

36"x48" ALUMINUM HATCH

WI HINGED SAFETY GRATE

~ NEWS"DIA. PVC

SEWER MAIN

SYRACUSE CASTINGS (H-20)

36"x48" ALUMINUM HATCH

WI HINGED SAFETY GRATE

4" 90° CL52 DI ELBOW 4,, ABS (BLACK)

(FLxFL) WITH Wl-IEEL ~ WI SCREENED VENT

CHAIN

#4 REBAR@ 12" O.C.

HOOK BOTH WAYS TOP & BOT.

TOP OF SLAB, ELEV. 59.9

::k ' . , 6" GRAVEL LAYER -f

- FIN GRADE ELEV. 59.4

MASTIC SEAL,

TYP. ALL AROUND.

FLOAT SYSTEM

POLYUREA COATING TO EXTEND

9" ABOVE AND 9" BELOW JOINT, 114"

MIN. THICK. TYP.

TRASH BASKET, SEE DETAIL 2, THIS SHEET

8" Z-LOCK RUBBER BOOTS

WITH STAINLESS STEEL

STRAPS

8" PVC SEWER MAIN

INLET INV. ELEV. 47.00

HIGH LEVEL ALARM

' LAG PUMPS ON

LEAD PUMPS ON

26"

PUMPS OFF

SUBMERSIBLE PUMPS. INSTALL PER

MANUFACTURERS SPECIFICATIONS

SIDE VIEW

LIFT STATION DETAIL 1

N.T.S. C-301

INFLUENT PIPE ~ i-__ _

-=-rt _{1~ l 6 FT. DIA. BASIN

-i25 1/2"ti

~! k- ' <D

I

INFLUENT PIPE~ 1 : ~

-i 20 3/8" I If-= I ~ l ~ ifj _J ' I <(

. . ''-----'-CO • I Jll'.'.

_j 1 Q" ~ BA~:~~ _;rr -~

BASKET STOP ~ 1 g 1 / 8 " f-

BASKET

~::±Fmr'-ili\.t _/ INFLUENT PIPE iLU

~STANDOFF

I (7" MIN)

j

LIFTING

CHAIN\ "

I Ll

BASKET

STOP

' -~ JL INFLUENT PIPE

Ho._,.';-.,-- BASKET . j BACK v~

BASKET AND RAILS

REQUIRED INFORMATION:

REQUIRED FEATURES:

+ BASIN DIAMETER= 6 FT.

+ ALL STAINLESS STEEL (304) BASKET AND RAILS. + RAIL LENGTH = 14 FT 6 IN.

+ STAINLES STEEL AXES. + STANDOFF LENGTH= 7 IN.

+ BAR SCREEN STYLE BASKET.

+ TILT-OUT RAIL SYSTEM.

+ STAINLESS STEEL BASKET CHAIN AND HOOK.

TRASH BASKET DETAIL 2

N.T.S. C-301 z

Vl z Vl

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C-301

SHEET 13 OF 18

-I f J

1' ..

w I

4• FLANGED HOPE FITTING

wlSTAJNLESS

STEEL NUTS, BOLTS, WASHERS

ANO BACKING RING, BUTT

FUSEO IELECTROFUSJON

COUPLING TO 4" HOPE FORCE MAIN

CONCRETE VALVE VAULT

5'-6" (L) x 4'-6" (W) x 3' (D)

2" BLIND FLANGE wl2" FNPT IN CENTER, 2" MALE x MNPT

BRASS CAMLOCK, AND 2"

FEMALE CAMLOCK CAP.

4" RESILIENT WEDGED

GATE VALVE TYP 2 PLACES

11------ 5' -6" ------,I'

VALVE VAULT DETAIL 1

N.T.S. C-302

SWING CHECK VALVE,

TYP2PLACES

4" PENETRATION WITH

Z-LOK RUBBER BOOTS

WITH STAINLESS STEEL

STRAPS, TYP.

ALUMINUM HATCH WITH SEALS.

INSIDE WATER SERVICE VALVE VAULT

POL YCAM HOPE/ BRASS NPT

314" HOPE BALL VALVE\

314" HDPE -l~ r----+--<

314" REDUCED PRESSURE

BACKFLOW PREVENTER

3/4" WATER SERVICE@ LIFT STATION

N.T.S.

\_ 314" HOSE BIB

C-302

~"'G • ~-, ~· \

TOP OF VAULT ELEV. 59.9 I

CONCRETE VALVE VAULT

4'-6"x 5'-6"x 5' PRECAST, SEE SHEET C 301 - DOOR AND SAFETY GRATING

59.9

/ WET WELL SUMP COVER.

SEE SHEET C-300

TOP OF SLAB, ELEV. ...... ,..

~-1 ............... .... ··- · .. ...................... ., 2% M\N , iYP. r= .~ . , .

~~~/ ?;i ~ Y, ~ POLYAMIDEEPOXYCOALTAR, ef~'Y.>.;:»~ C< •AT ALL INTERIOR MAHOLE AND -~

'1' -~ hi1 . /_, LIFT STATION SURFACES" '(A ~- - --

' I I llf 111 "' I I 11l ' l

2-5%--- o=•

FLOOR ELEV. .9

f{.'-.. ;~~=·,·;~ ~ '; ,:·i.:~ ~:..;;·· <:·~ . .; '.~·_:_ ... · .. :':·: \:·;:~- b SEPARATION FABRIC ma D~ ·'" \( 1 w ,,..

GEOTEXTILE PROPEX

2002 OR EQUAL 'V;A' , ').,; '")/~

0 = r

,-, o it:; FIN. GRAD E59.4 0

~E XCAVATION

MITS LI

8" Z-LOC K RUBBER BOOTS

AINLESS STEEL Vw1THST

STRAPS

6" CLASSIFIED FILL OVER UNDISTURBED ~~ (\

~' 6" GRAVITY SEWER "IN".

EARTH . FILL TO BE COMPACTED - /' <

TO 95% MAXIMUM STANDARD

PROCTOR DENSITY.

' ~ Ii. POL YUREA COATING TO

EXTEND 9" ABOVE AND

\ 'i[ INV. IN 47.00

NOTE: PIPE ROTATED JN

VIEW FOR CLARITY. REFER

TO SITE PLAN FOR

PROPER ORIENTATION.

NOTE:

BACK FILL WET WELL &

VALVE VAULT

EXCAVATIONSS w/

CLASSIFIED FILL,

COMPACT TO 95%

MAX. STANDARD

PROCTOR DENSITY.

9" BELOW JOINT, 114" ___.,..

MIN. THICK, TYP. \ -~

GROUT FINISH WITH .::

I

TRASH BASKET, SE E

IL2 SHEET C-301 , DETA

' 1 :1 SLOPE, TYP ALL

AROUND.

~ [~n

" [ - A ' "' . '- II ) -. .

If .

SEPARATION FABRIC ....... .. ... ~ • . · ,. .... ;. _, ._ .. - .. ·· 1 -~ - . ,. ~ -

GEOTEXTILE PROPEX ~

¥ ~ ' · - ~":. -.I~ • • , ... • · .• i.,.· .. --- ~ : · ' · ~:-·• ··:, _:•1 ·-· ··· ·

2002 OR EQUAL i.:;·~.<:::-~, : ; :-~·.' ~- {-.. .. :~ ~·~ .~.~·~.:- _1 ~.-· ~ :,~ -'.> :::~ ~~--~ ~~ .; ~ -~_.- : ~ ·:_: ··-.~~ :-: ·;~' :· .!' _._ ... . .. - ~: . -... • .:-: ~ •.. :i · .. ·-· ~--~· · ·-.. ··., :..-. ·_- , _:~ ·· -~ .. -... 4- : .. •(

~ ')O,.L OAQ';<O l~I ll' - ~ r? ?,2 I U7

J?A1.._ i'Olt7 II 11 J:

"' \( JI

6" CLASSIFIED FILL OVER

UNDISTURBED EARTH. FILL TO BE -,-~~~\'~««<

~ COMPACTED TO 95% MAXIMUM '),,?-')/'~ ~&~ r~ /, ~ STANDARD PROCTOR DENSITY. ~~~~~ ». ». )). )). »>

#4 REBAR @ 12" O.C.

TOP &BOT.

WET WELL FOUNDATION 2

N.T.S. C-302

'-....__ 6' DIA. PRE CAST

CONCRETE

FLOOR EL 42.00'

12" THI

CONC.

WET WELL

CK PRE..cASTED

BASE PAD.

EXTEND 14' MIN. A ROUND

ENTIRE 6 DIA. WET WELL. •

:z

111 :z Ul a::

I- :z w w O;z et:: a::

a..fZ :::!! jw

:::!! -::i:: <VJ w~!1 I- _J (/) 0- >-(Jt (/)(/)ON :z ~

~.Id I zo co

ZwOQ O->

- :z ""3::

I- :::> :::> :5 (.)1-U W~c...o _J 3:: ::::E ;:j _J..._=:>w 0 o"-~ Uo:z :zo w....,ln 3:: :I: t::

ww-o-' (/')

::I >-- 1--~ -CJ :z z t-

~ "' !r .., t:: N ~ 0 ::::;

I N ::c

(,) 0 u

"' VI .. I

~ <.,) .J

::::E ... < ..

w z (.!)

~ 5 Ci w~o = :5 a:: ..._ "-

"' < u -VI 0

0 >-..... ;;

..... •• _J w < ~ u (/) c ::I ... ... ::I "-u ~ ti! "" .( 0 ::c .. .. ii;

>-m 0 :z w

~ ;;.:: CJ

c:i ::t:

0 0

C-302

SHEET 14 OF 18

f I u ,,, -l I f J

I I

CONOrTtON IN UNPAVED MEAS, SEE DETAIL 3 THSS SHEET

EXISTING GROUND

PRE CAST

REINFORCED

MANHOLE SECTIONS

(REBAR NOT SHOWN)

TMIN

4"MIN

4" CONC COLLAR

CONDITION IN PAVED AREAS

SET COVER FLUSH WITH

PAVEMENT. SEE DETAIL 3

THIS SHEET

GRADE RINGS

tu11-----v1+-30o•mMIN 3• MIN

5'" MIN. PRECAST

CONG. SECTIONS

1------48" -----!

1l9 MAX

RAMNEK FLEXIBLE

JOINT GASKET OR

EQUAL (TYP)

CAST INPLACE BELL WITH

SPEED SEAL

BLEJOINT RAMNEK FLEXI

GASKET OR EQ UAL[TYP)

"' N a:

PROVIDE FRAME & COVER,

SEE DETAIL 3 , THIS SHEET

'"L, ,...r

I GRADE RINGS VARIABLE ~ -- ,_

MAXIMUM OF 12"

I

FLAT TO I - ,- P SLAB

,____ 24" MIN. - r 7"MIN_ I

- - 4" MIN. PRE CAST CONCRETE SEC TI ONS

I

-----1 ~

~PROVIDE FACTORY PRODUCED

2' LENGTH OF PIPE OR

APPROVED EQUAL, TYP.

E WITH INFLOW AND ~ ~ _/

TIN AT ENGINEERING

PE ELEVATIONS, PER

s

PRECAST MANHOLE BAS

OUTFLOW COUPLINGS CAS

INVERT, ANGLE , AND SlO STATION NUMBERS ON Pl.AN

48"

/I KDR·N·SEAL BDDT 2-LDK DR EQUAL 6" CONC.

COLLAR

t----- so• MIN

NOIES:

I. QAS9 A CONCRETI SHAU. BE USED FOR t.tANHOLE BASES.

2. PIP[ SHAU. S10P AT INSIDE FACE OF llANHOLE. POURED IN PLACE WMt0t.£S SHAU. NOT BE AU.OWED UNLESS N'PROVEO BY THE

ENGINEER.

3. o101N1S FOR THE BARREL SECTION SHALL BE TONGUE AND GROOVE. ALL Uf11N(l HOLES SHAU. BE SEALED WITH NON MCTAWC NDN SHRINK

GROUT.

4. ,oLL M.ONHQUS BASES SHALL BE PRECAST BASES ANO SHAU. BE PIJaD ON 4" MIN. Of' CRUSHED ROCK PLACED OVER UNDISTURBED

IMTEML.

5. /Hr SERVICE SEWER ENTERING A MANHOLE SHALL BE INSTALLED WITH 1H£ IN'eT El.£VATION Of' THE SERVICE PIPE IAATCHING THE CROWN ELEVilllON OF TH£ EXlf SEIVER EXCEPT WHEN AN INT£RNAL DROP CQOIECl1aol IS USED. If' THE MANHOLE AT THE END OF Nf'f

CUL-IX-SAC IS CONSTRUCTED WITH A PRE CAST BASE. THE INVERT OF

/Hr SER'llCE STUBS SHALL BE A MINIMUM OF ONE INCH ABOVE THE llftlER1' Of' THE £Xlf PIPE WITH AN INOMDUAL SMOOTH TRANSITION CHNINEl.

I. llEDD'fO FOR PRE CAST MANHOLE SHAU. 13£ SELECT IMPORTED

S111UC11JRAL FU. M;GR£GATE BASE IN ACCORDANCE WITH SECTION

02200.

7. lH[ STo\NDMO CONE 11.t.Y llE PRO\llDED l>S TWO PRE CAST SECTIONS.

I. #ff COU.£Clllll DllERING A MANHOLE WITH LESS THAN BO DEGREES m THE £XlT Fl.OW lllRECllON SHAU. BE INSTALL.ED WITH THE INVERT ELEVilllON OF THC ENTERING C0l1.ECTOR MATCHING THE CROWN ELEVilllON Of THE £Xlf PIPE UNLESS SPECIFIED OTHERWISE.

9. llNIHOl£ FRAME AND COVER SHALL EXTEND ABOVE HIGHWATER LINE

WHEI£ SEWER FOUOWS DRAINAGE COURSE.

10. PIPE-TO-MANHOLE CONNECTIONS SHALL USE A RESILIENT CONNECTOR

SUCH AS KOR-N-SEAL. Z-LOC, OR APPROVED EQUAL ~ECTING OR EXCEEDING

THE REQUIREMENTS DF ASTM C- 923.

11. ALL SIZES AND LOCATIONS OF CUTOUTS SHALL BE AS INDICATED ON THE PLANS.

12. LIFTING HOLES DR DEVICES SHALL BE PROVIDED FOR ALL PRECAST SECTIONS.

13. ALL PIPE PENCTRATIONS THROUGH MANHOLE WALLS SHALL BE PRECAST OR HOLE SAWED.

14. AU. SEWER MANHOLES AND Cl.D.N-OUT FRAMES AND COVERS SHALL HAVE AN

H20 LOAD RATING.

15. SHALLOW MANHOLES ARE REQUIRED FOR HEIGHTS OF LESS THAN 6' AS MEASURED

FROM THE INVERT OF THE PIPE TO THE TOP OF THE FRAME AND COVER.

SEE DETAIL 2 THIS SHECT.

[EASEMENT OR PROPERTY LINE

6'NIPPLE~

STANDARD 48" SEWER MANHOLE

NOTTO SCALE C-500 2% MIN. SLOPE

1'8 BEND

c

L..., "A' i::::: ;-._

L...,

- r C' C' _ , _/ .. l / I L., L.)"

B"MIN_

I--_ 4~ MIN CRUSHED ROCK

SHALLOW SEWER MANHOLE

(LESS THAN 6' IN HEIGHT)

NOTTO SCALE

STREET

I

C-500

I'' -+--10' MIN

WATER

~MAIN l!J

1::J:= L=ON=G=RA:;D;:;l;;US;:iBE=N=D======M=l=N=. S=L=O=PE=S=='='"=======L__:::~ = = = = = d

""-- ""--CONNECT TO EXISTING SEE

NOTE6 1/8 BEND OR MITER FITIING CLEANOUT

BEDDING PER CALIFDRNIA NOTES: CONCRETE

BASE PLACE SERVICE LINE AGAINST - - BUILDING CODE

WATERSTOP GASKETS

OR MANHOLE

COUPLINGS

WYE BRANCH\

UNDISTURBED EARTH IN KEYWAY

EXCAVATED IN TRENCH WALL A -

MINIMUM OF SERVICE OUTSIDE

DIAMETER

ELEVATIONS

1 . All RESIDENTIAL SERVICE LINES SHALL BE4" lt\ISIOEDIAMETER UNLESS OTHERWISE NOTED. ALL COMMERCIAL SERVICE LlflES SHALL BE 6" PVC

UNLESS OTHERWISE NOTED.

2 SEWER SERVICE SHALL HAVE EMBEDDMENT ACCORDING TO SECTION 02200.

3. CONTRACTOR SHALL USE THE MOST APPROPRIATE TYPE CONNECTION (A, B,

OR C) FOR THE PARTICULAR SlnJATION .

4 . WHEN THE COLLECTOR SEWER DEPTH IS SUCH THAT MINIMUM COVER AT

PROPERTY LINE CANNOT BE MET. THE MINIMUM SLOPE OF S=2% SHALL

GOVERN THE COVER.

5. PLACE CONCRETE 12" WIDE OR WELl. COMPACTED BEDDING MATERIAL 15•

WIDE UNDER THE TEE OR WYE. THE FILLING, AND UNSUPPORTED PPE. WHEN

BEDDING MATERIAL IS USED, PLACE ADOITIONAL BEDDING MATERIAL TO 5•

ABOVE TOP OF BEND, THE FULL WIDTH OF THE

TRENCH.

6 . ADDITIONAL SAl'.llTARY CLEANOUTS SHALL BE INSTALLED AT INTffiVALS NOT

TO EXCEED 100' IN STRAIGHT RUNS AND FOR EACH AGGREGATE HORIZONTAL

CHANGE IN DIRECTION EXCEEDING 135 DEGREES.

M

L

AC PAVEMENT PER

SECTION 02740

PLAN VIEW

114"NEOPRENE

GASKET

SECTION M - M

M

_J

REINF. wf2#4

PLACED PS SHOWN

2" COVER AT ENOS

AND BOTIOM _ _J~

BAR PLACEMENT DET All - PL.AN VIEW

PROVIDE FRAME & COVER, NEENAH R1593 OR EQUAL.

SET IN RAMNECK. COVER LETIERING - sewat, SPECFY

SELF SEALING .

SLOPE TO DRAIN

AWAY FROM COVER

OUTSIDE PAVEMENT AREAS

-------…