Attach 02 Sewer Dwgs 1-6.pdf

WAREHOUSE

STORAGE

WELDING SHOP

RADIO SHOP

FACILITY SHOP

CAR WASH

STORAGE SHED

BUILDING 2102

AUTO

SHOP

STORAGE SHED

HENRAHAN ST.

WELDER

EXIT/ENTRANCE

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PARKING

PARKING

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FENCELINE

RECYCLED

PAPER BINS

FL

FL

SEA TRAIN

L

FIRE

OFFICE

STORAGE

3-SEA TRAIN STORAGE

MARKING PAINT

FENCELINE

FENCELINE

BARREL

STORAGE

WASTE

OIL TANK

250 GAL.

R A

M P

BULDINGS

2009 FIRE OFFICE SHOP

2100 AUTO SHOP

2102 ENGINEERING

2101 WELDING SHOP

2213 STORAGE

2208 RADIO SHOP

2207 WAREHOUSE

2253 BARREL STORAGE

2303 STORAGE SHED

2304 STORAGE SHED

2626 SHED PAINT

2627 PROPANE STORAGE

2628 CAR WASH

SEA TRAIN

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DIRT PARKING

DIRT PARKING

DIRT PARKING

DIRT PARKING

MURRY STREET

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ENG

JOHNSONDALE &

PORTERVILLE WORK

CENTERS SEWER LINE

REPAIRS

PORTERVILLE WORK CENTER

VICINITY MAP AND SITE MAP

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PROJECT SITE

PORTERVILLE WORK CENTER

480 N. HENRAHAN AVE.

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C U s e r s t p a t r i c k B o x t i m o t h y p a t r i c k

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J. SNYDER 4-8-87

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01/20

ENG

JOHNSONDALE &

PORTERVILLE WORK

CENTERS SEWER LINE

REPAIRS

QUANTITIES, BMP'S AND

GENERAL NOTES

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QUANTITIES

PROJECT STAKING AND MARKING:

GOVERNMENT WILL MARK REFERENCE LOCATIONS AT EVERY KNOWN CLEANOUT AND MANHOLE. THE GOVERNMENT WILL SUPPLY

CONTRACTOR WITH THIS SET OF PLANS REFERENCING APPROXIMATED KNOWN LOCATIONS OF UTILITIES. GOVERNMENT MARKING

WILL BE PROTECTED AND PRESERVED BY CONTRACTOR DURING CONSTRUCTION. CONTRACTOR WILL PLACE OFFSET MARKINGS

AS NEEDED DURING CONSTRUCTION.

THIS PLAN SET SHOWS THE UTILITIES THAT THE GOVERNMENT COULD FIND ON RECORD AND BY SITE OBSERVATIONS.

PLANS DO NOT SHOW EXACT LOCATIONS OR ALL THE UTILITIES THAT MAY BE IN THE GROUND. CONTRACTOR IS

RESPONSIBLE FOR LOCATING ALL UTILITIES OR FEATURES.

CONTRACTOR STAKING/MARKING OF SEWERLINE INSTALLATIONS, LIST SUBMITTAL SHALL BE DONE, AS SPECIFIED BY

SUBSECTIONS 602.03, THEN SUBMITTED FOR CONTRACTING OFFICER'S REVIEW AND APPROVAL, BEFORE ANY SEWERLINE

MATERIAL IS ORDERED.

DIGALERT-(800-422-4133) :

CONTRACTOR IS RESPONSIBLE FOR CONTACTING (DIGALERT) UNDERGROUND SERVICE ALERT OF SOUTHERN CA.

(800-422-4133), AND WILL BE RESPONSIBLE FOR IDENTIFYING OR UNCOVERING ALL RELEVANT UTILITIES MARKED OR

UNMARKED DURING CONSTRUCTION. DAMAGE TO UTILITIES WILL BE REPAIRED AT CONTRACTORS EXPENSE.

DEVELOPING WATER SUPPLY AND WATERING :

LOCAL WATER SOURCES ARE ON PROPERTIES.

MOBILIZATION:

CLEANING OF EQUIPMENT FOR NOXIOUS WEEDS IS INCIDENTAL TO MOBILIZATION.

CLEARING AND GRUBBING AND SLASH AND TREATMENT:

CLEARING AND GRUBBING FOR NEW SEWERLINE INSTALLATIONS, IS INCIDENTAL TO THE SEWERLINE INSTALLATIONS PAY ITEM.

STRUCTURE EXCAVATION AND BACKFILL:

THE MATERIAL TO BE EXCAVATED ON THIS PROJECT IS UNCLASSIFIED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

DETERMINE THE EQUIPMENT AND METHODS REQUIRED TO ACCOMPLISH THE REQUIRED EXCAVATION AND BACKFILL. THE FINISHED

EXCAVATION SEWERLINE GRADE RATIO IS PER CONTRACTORS DESIGN PLAN, AND AS APPROVED BY COR. COR WILL HOLD THE

RIGHT TO REVISE GRADES AS NEEDED.

CONTRACTOR WILL SHOW COR/INSPECTOR ALL UTILITIES THAT WERE LOCATED, UNCOVERED AND OR EXPOSED DURING

CONSTRUCTION.

CONTRACTOR WILL SUBMIT A WORK SCHEDULE PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR WILL NOTIFY THE

INSPECTOR IN A REASONABLE AMOUNT OF TIME WHEN HE WILL BE LAYING PIPE BEDDING, COVERING PIPE AND PLACING

BACKFILL.

CONTRACTOR WILL SHOW COR/ INSPECTOR SEWERLINE GRADES PRIOR TO BACKFILLING. NO EXCEPTIONS.

RECONDITIONING OF ROAD AND PARKING LOT :

CONTRACTOR SHALL REPAIR AND OR REPLACE ALL EXISTING STRUCTURES THAT WERE DAMAGED DURING CONSTRUCTION.

THERE SHALL BE NO BLOCKING OF TRAFFIC, CONTRACTOR SHALL PLACE DETOURS AS NEEDED. CLEANING/RECONSTRUCTION OF

EXISTING DRAINAGE FEATURES (DITCHES, CURB & GUTTERS), SHOULDERS, SIDEWALK, ROAD AND ROAD SUBGRADE SHALL

COMPLY WITH THE CITY OF PORTERVILLE STANDARDS.

PVC PIPE, CLEANOUTS AND OTHER MATERIALS:

CONTRACTOR SHALL SUBMIT A FABRICATOR'S CERTIFICATION FOR ALL CONTRACTOR FURNISHED PIPE AND OTHER MATERIALS

AS SPECIFIED BY SPECIFICATION 01300.

CONTRACTOR WILL DESIGN AND FIELD VERIFY ALL PIPE SLOPE, SIZES AND TYPES NEEDED TO COMPLETE PROJECT.

ALL GRADES AND MATERIALS USED WILL BE SUBMITTED TO THE COR PRIOR TO INSTALLATION FOR APPROVAL.

ALL OLD SEWER DRAINAGE FEATURES THAT ARE REMOVED AND NOT APPROVED FOR SALVAGE OR REUSE SHALL BE DISPOSED

OFF FOREST SERVICE LANDS IN AN APPROVED MANNER.

TRAFFIC CONTROL:

HAUL ROUTES FOR MATERIALS, WORK ZONES, AND SEWER REPAIR OPERATIONS SHALL BE SIGNED IN ACCORDANCE WITH

CURRENT MUTCD STANDARDS. C ONTRACTOR IS RESPONSIBLE FOR EXPOSED TRENCHES, REDIRECTION OF TRAFFIC AND

PEDESTRIAN SAFETY.

A CONSTRUCTION SCHEDULE AND TEMPORARY TRAFFIC CONTROL SIGN PLAN SHALL BE SUBMITTED AND ACCEPTED BY THE COR

PRIOR TO CONSTRUCTION.

PROTECTION OF ARCHEOLOGICAL FEATURES:

GOVERNMENT SHALL MARK HISTORIC FEATURES. CONTRACTORS MUST ENSURE THAT HISTORIC FEATURES ARE PROTECTED

FROM DAMAGE DURING THE CONTRACT, AND MUST OBTAIN SITE SPECIFIC APPROVAL FROM THE COR PRIOR TO BEGINNING ANY

WORK THAT WILL AFFECT HISTORIC FEATURES. JOHNSONDALE WC IS KNOWN TO HAVE SUB-SURFACE PRE-HISTORIC FEATURES.

TRENCH EXCAVATION IS LIMITED TO THE FOLLOWING EXISTING UTILITIES IN PREVIOUSLY DISTURBED MATERIAL.

GENERAL NOTES:

BMPS AS DESCRIBED IN THE "NATIONAL BEST MANAGEMENT PRACTICES FOR WATER QUALITY MANAGEMENT ON NATIONAL FOREST SYSTEM

LANDS" HAVE BEEN EFFECTIVE IN PROTECTING BENEFICIAL USES. VISUAL FIELD SURVEYS HAVE INDICATED THAT THESE BMPS, WHERE

PROPERLY IMPLEMENTED, HAVE ADEQUATELY PROTECTED AND MINIMIZED THE IMPACTS TO ACCEPTABLE LEVELS. PAST DEFICIENCIES IN THE

IMPLEMENTATION OF THESE BMPS HAVE BEEN THE CAUSE FOR THE EROSION PROBLEMS ASSOCIATED TO ROADS AND SKID TRAILS.

THE PURPOSE OF THIS SET OF BEST MANAGEMENT PRACTICES (BMPS) IS TO AVOID, MINIMIZE, OR MITIGATE ADVERSE EFFECTS TO SOIL, WATER

QUALITY, AND IN-STREAM RIPARIAN RESOURCES THAT MAY RESULT FROM ROAD MANAGEMENT ACTIVITIES. ROAD MANAGEMENT ACTIVITIES

INCLUDE TRAVEL ROUTE PLANNING, DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, RECONSTRUCTION, STORAGE, AND

DECOMMISSIONING. OTHER TRANSPORTATION-SYSTEM-RELATED ACTIVITIES INCLUDE STREAM AND WATERBODY CROSSINGS, SNOW REMOVAL, PARKING AREAS, AND EQUIPMENT REFUELING AND SERVICING AREAS.

• FAC-2. FACILITY CONSTRUCTION AND STORMWATER CONTROL OBJECTIVE: AVOID, MINIMIZE, OR MITIGATE ADVERSE EFFECTS TO SOIL. WATER

QUALITY, AND RIPARIAN RESOURCES BY CONTROLLING EROSION AND MANAGING STORMWATER DISCHARGE ORIGINATING FROM GROUND

DISTURBANCE DURING CONSTRUCTION OF DEVELOPED SITES.

• ROAD-9. PARKING AND STAGING AREAS

OBJECTIVE: AVOID, MINIMIZE, OR MITIGATE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND RIPARIAN RESOURCES WHEN CONSTRUCTING AND

MAINTAINING PARKING AND STAGING AREAS.

• ROAD-10. EQUIPMENT REFUELING AND SERVICING OBJECTIVE: AVOID OR MINIMIZE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND

RIPARIAN RESOURCES FROM FUELS LUBRICANTS, CLEANERS, AND OTHER HARMFUL MATERIALS DISCHARGING INTO NEARBY SURFACE WATERS

OR INFILTRATING THROUGH SOILS TO CONTAMINATE GROUNDWATER RESOURCES DURING EQUIPMENT REFUELING AND SERVICING ACTIVITIES.

NOTE: PLEASE REFER TO THE "NATIONAL BEST MANAGEMENT PRACTICES FOR WATER QUALITY MANAGEMENT ON NATIONAL FOREST SYSTEM

LANDS" APRIL 2012, FULL DESCRIPTION OF THE BMPS LISTED ABOVE.

BEST MANAGEMENT PRACTICES :

TO BE INCORPORATED WITH THIS PROJECT

ITEM NO.

DESCRIPTION

MEATHOD

OF MEA.

PAY UNIT EST. QTY.

01301 (01A)

JOHNSONDALE WORK CENTER (BASE BID WORK ITEMS)

LSQ L.S. 1MOBILIZATION

15151 (01A)

AQ L.F.

REPLACE 4" DIAMETER GRAVITY SEWER LINE WITH TRENCHING

(SEWER LINES "A" AND "B")

15151 (02A)

AQ L.F. 179

REPLACE SEWER LINE LATERALS, FROM BUILDINGS TO SEWER

LINE "A" AND FROM TRAILER HOOKUPS TO SEWER LINE "B"

15152 (01A)

AQ L.F. 135

REPLACE 4" DIAMETER GRAVITY SEWER LINE UNDER BUILDING

AND SIDEWALK USING "TRENCHLESS" TECHNOLOGY (PORTION

OF SEWER LINE "A")

PORTERVILLE WORK CENTER (BASE BID WORK ITEMS)

01301 (01B)

LSQ L.S. 1MOBILIZATION

15151 (01B)

AQ L.F. 469

REPLACE 4" DIAMETER GRAVITY SEWER LINE WITH TRENCHING

(SEWER LINES "A" AND "B")

15151 (02B)

AQ L.F. 130

REPLACE SEWER LINE LATERALS, FROM BUILDINGS TO SEWER

LINE "B"

15400 (01A)

LSQ L.S. 1

INSTALL TRAVEL TRAILER SEWER HOOKUP AND LAUNDRY

HOOKUPS (WATER, SEWER, GAS, AND ELECTRICAL) AT

PRESSURE WASHER BUILDING

PORTERVILLE WORK CENTER (OPTIONAL BID WORK ITEMS)

15151 (01C)

AQ L.F. 234

REPLACE 4" DIAMETER GRAVITY SEWER LINE WITH TRENCHING

(SEWER LINE "C")

15151 (02C)

AQ L.F. 4

REPLACE SEWER LINE LATERAL, FROM BUILDING TO SEWER

LINE "C"

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SECONDARY BACKFILL

DETECTOTAPE

PAVEMENT

FINAL BACKFILL

NATURAL GROUND

OR FINISH GRADE

TYPE 1 SEWER LINE TRENCH

SELECT BEDDING MATERIAL

30" MAX

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PATCH EXISTING ASPHALT OR

CONCRETE PAVEMENT IN KIND

SEWER PIPE

FLOW

GROUT

SIDE ELEVATION

SEWER LINE

WYE

ELBOW

45°

F L O

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FLOW

PLAN

45° CONNECTION

ANGLE VARIES

WYE

ANGLE VARIES

90° CONNECTION

WIDTH

TRENCH

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DEEP SEWER

SERVICE CONNECTION

ELEVATION

GRAVITY SEWERLINE

INVERT ELEVATION

ANGLE VARIES

45° ELBOW

90°

MATERIAL

BEDDING

TRENCH BACKFILL

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45° ELBOW

TRENCH

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SHALLOW SEWER

SERVICE CONNECTION

SEWER

MAIN LINE GRAVITY

INVERT ELEVATION

ON SERVICE LATERAL

TO MAINTAIN CONSTANT SLOPE

ANGLE AS REQUIRED

ELEVATION

BEDDING MATERIAL

AS NECCESARY

ADDITIONAL FITTING

PLAN

45° ELBOW

AS NECESSARY

ADDITIONAL FITTING

FLOW

GROUT

ANGLE VARIES

45° WYE

MAIN LINE

GRAVITY SEWER

WIDTH

ADAPTER

CLEANOUT

SEWER LINE

FLOW

END OF WYE

PLUG AND BAND OR GROUT

IF AT TERMINUS OF SEWER

WYE

ADAPTER

CLEANOUT

CLEANOUT BOX

CONCRETE BASE

(THREADED)

PLUG

COVER

1"

6"

2'-0"

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WORK CENTERS SEWER LINE

REPAIRS

SEWERLINE DETAILS

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002-DETAILS.dwg

18" MIN

4" WYE

NO SCALE

SEWER DETAIL "A"-"A"

INSTALL 2” WASHING MACHINE DRAIN

ACCORDING TO THE UNIVERSAL PLUMBING

CODE. THE PIPE SHOULD BE BETWEEN 18"

AND 30" HIGH FROM THE FLOOR, WHILE THE

P-TRAP SHOULD BE BETWEEN 6" AND 12" FROM

THE FLOOR. CONTRACTOR TO DISCUSS WITH

COR PRIOR TO ANY DEMOLITION AND GLUE

FITTING TO INSURE PROPER INSTALLATION.

CONTRACTOR MAY CHANGE CONFIGURATION

WITH COR'S APPROVAL.

18" MIN

4"-45°

ELBOW

6" TO 12"

EXISTING FOOTING

18" TO 30"

4" ABS OR PVC SCHEDULE 40 PIPE

18" TO 30"

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CAP AND FLASHING (IF NEEDED)

INSIDE EXISTING

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RV SERVICE SEWER

DRAIN HATCH

2" ABS OR PVC SCHEDULE 40 PIPE

SOLVENT WELD JOINTS, WITH

SEWER VENT CAP 18" ABOVE ROOF

ON HIGH SIDE OF PIPE AND ROOF

FLASHING IF NEEDED

"B"

"B"

WATER

TRAP

2" X 2" X 2" DIA PVC

SCHEDULE 40 HUB WYE

FITTING

WATER

TRAP

4" DIA PVC SCHEDULE 40

HUB WYE FITTING.

RV SERVICE SEWER

DRAIN HATCH

2" DIA PVC SCHEDULE

40 PIPE.

2" X 2" X 2" DIA PVC

SCHEDULE 40 HUB WYE

FITTING

"A"

SEWER DETAIL "B"-"B"

NO SCALE

"A"

SECURE PIPE TO WALL

4" DIA PVC SCHEDULE 40

HUB WYE FITTING.

OUTSIDE

EXISTING PLATE

LINE

OUTSIDE EXISTING

GROUND

OUTSIDE EXISTING

GROUND

INSTALL 2" SEWER

LINE THROUGH WALL

INSTALL 2"

SEWER LINE

THROUGH

WALL

CONCRETE SLABCONCRETE SLAB

4"-45° ELBOW

2" ABS OR PVC SCHEDULE 40

PIPE SOLVENT WELD JOINTS

4" ABS OR PVC SCHEDULE 40

PIPE SOLVENT WELD JOINTS

NOTES:

PLUMBING IS DISPLAYED AS SHOWN FOR

CLARITY. INSTALL INSIDE BUILDING AS MUCH

AS POSSIBLE. EXTEND GAS LINE AND

WATERLINE AND INSTALL LAUNDRY HOOKUPS

IN PRESSURE WASHER BUILDING AS NOTED

ON PLANS.

LAUNDRY ROOM

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JOHNSONDALE & PORTERVILLE

WORK CENTERS SEWER LINE

REPAIRS

LAUNDRY HOOKUPS DETAILS

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"B"

"A"

"B"

"A"

WASHER AND DRYER LOCATION

EXISTING WALL

OUTSIDE

EXISTING CONCRETE FLOOR

EXISTING WALL

INSTALL GAS LINE

NOTE:

INSTALL GAS, WATER AND ELECTRIC OUTLET

SERVICES FOR WASHER AND DRYER. COR TO

APPROVE SERVICES LOCATION.

INSTALL SEWER HOOKUP PLUMBING INSIDE

BUILDING (WALL), UNLESS TECHANICALLY

INFEASIBLE

LOCATION FOR RV SERVICE

SEWER DRAIN HATCH

GAS, WATER AND ELECTRIC SERVICES

HOOKUPS FOR WASHER AND DRYER

SEWER HOOKUP FOR WASHER

NEW SERVICE SEWER LINE

WASHERDRYER

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