B08_Attachment_2_Drawings_LAVO_323565.pdf

PDF 3 MB Posted May 21, 2024

Attached to: Replace HQ Water Tank, NPS-LAVO Federal contract opportunity
Solicitation number: 140P8424R0006
Issued by: Department of the Interior National Park Service Pacific West Region

About this file

Written by GovTribe AI · May 21, 2024

This document appears to be a set of technical drawings for the "Replace HQ Water Tank" project at Lassen Volcanic National Park in Plumas County, California. The key details include:

The drawings provide specifications and details for a new water storage tank to replace the existing headquarters water tank. The project will be executed under federal contract solicitation number 140P8424R0006, issued by the Department of the Interior's National Park Service Pacific West Region. A site visit is scheduled for June 4, 2024. The technical drawings cover the general site plan, tank design, water system details, and other construction requirements. The successful contractor will be responsible for maintaining water service to the headquarters area during construction and coordinating the system crossover to the new tank.

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Other files for this federal contract opportunity

Other files attached to Replace HQ Water Tank, NPS-LAVO, newest first.
File	Type	Posted
B08_Attachment_1_Specifications_LAVO_323565_Amendment_3_0003.pdf	PDF	Jul 3, 2024
B08_Attachment_3_Wage_Determination_14Jun2024_0003.pdf	PDF	Jul 3, 2024
B08_Attachment_6_Site_Visit_Notes_Q-A_Amendment_3_Summary_0003.pdf	PDF	Jul 3, 2024
Sol_140P8424R0006_Amd_0003.pdf	PDF	Jul 3, 2024
B08_Attachment_5_Site_Visit_Sign-In_Sheet_LAVO_323565_0003.pdf	PDF	Jul 3, 2024
B08_Attachment_7_140P8424R0006_Provisions_and_Clauses_Rev_03Jul2024_0003.pdf	PDF	Jul 3, 2024
Sol_140P8424R0006_Amd_0002.pdf	PDF	Jun 27, 2024
Sol_140P8424R0006_Amd_0001.pdf	PDF	Jun 19, 2024
Sol_140P8424R0006.pdf	PDF	May 21, 2024
B08_Attachment_4_Proposal_Submission_Package.pdf	PDF	May 21, 2024
B08_Attachment_1_Specifications_LAVO_323565.pdf	PDF	May 21, 2024
B08_Attachment_3_Wage_Determination.pdf	PDF	May 21, 2024

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SUBSHEET

SHEET

DRAWN BY:

PMIS NO.

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323565

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G-001

C O

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OF 13

SHEET INDEX

DESCRIPTIONSHEET

G-001 G-002

TITLE SHEET

GENERAL PROJECT INFORMATION

U.S DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

PACIFIC WEST REGION

PLUMAS COUNTY, CALIFORNIA

C-001 GENERAL SITE PLAN

C-002 NEW TANKS SITE PLAN

C-003 GENERAL PROFILE

C-004 TYPICAL TANK PLAN

C-005 TYPICAL TANK PROFILE

C-006 DRAIN AND OVERFLOW DETAILS

C-007 CATCH BASIN & WALL DETAILS

C-008 OUTLET AND LEVEL INDICATOR DETAILS

C-009 WATER SYSTEM DETAILS

C-010

WATER SYSTEM DETAILS

C-011 EROSION CONTROL DETAILS

AutoCAD SHX Text FILE PATH: C:\Users\nwanderson\OneDrive - DOI\LAVO\LAVO 323565 HQ WATER TANK\Drawings\LAVO 323565 DESIGN_V4_No_connection.dwg LAST SAVE: 2/27/2024 11:15 AM SAVED BY: NWANDERSON PLOT DATE: C:\Users\nwanderson\OneDrive - DOI\LAVO\LAVO 323565 HQ WATER TANK\Drawings\LAVO 323565 DESIGN_V4_No_connection.dwg LAST SAVE: 2/27/2024 11:15 AM SAVED BY: NWANDERSON PLOT DATE: LAST SAVE: 2/27/2024 11:15 AM SAVED BY: NWANDERSON PLOT DATE: 2/27/2024 11:15 AM SAVED BY: NWANDERSON PLOT DATE: SAVED BY: NWANDERSON PLOT DATE: NWANDERSON PLOT DATE: PLOT DATE: 2/27/2024 11:28 AM

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REPLACE HEADQUARTERS WATER TANK

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LASSEN VOLCANIC NATIONAL PARK

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SCALE OF MILES

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HQ.

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CHICO

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BLUFF

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CORNING

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RED

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THERMALITO

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ALTURAS

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SUSANVILLE

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NATIONAL PARK

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LASSEN VOLCANIC

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MINERAL

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REDDING

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CANBY

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CREEK OR RIVER

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VISITOR CENTER

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PARK HEADQUARTERS

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RANGER STATION

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INFORMATION CENTER

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HQ.

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TRAIL

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LEGEND

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PARK BOUNDARY

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UNPAVED ROAD

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WILDERNESS AREA

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PAVED ROAD

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COUNTY LINE

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PACIFIC CREST TRAIL

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BACKCOUNTRY CAMPSITE

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CAMPGROUND

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PICNIC AREA

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THIS PROJECT

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CHESTER

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LAKE

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BUTTE

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PEAK

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PILOT

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STATION

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ENTRANCE

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SOUTHWEST

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TEHAMA CO.

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SHASTA CO.

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MINERAL

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BROKEOFF

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MT.

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SIFFORD

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GUEST RANCH

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DRAKESBAD

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MT.

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CREEK

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KINGS

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TEHAMA CO.

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PLUMAS CO.

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CONARD

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MT.

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KITCHEN

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DEVILS

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VALLEY

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WARNER

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MT.

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MOUNTAIN

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SADDLE

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HELEN

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LAKE

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REDDING

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DILLER

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MT.

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PEAK

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EAGLE

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LOOMIS

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PEAK

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STATION

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ENTRANCE

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LAKE

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MANZANITA

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CRAGS

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MT.

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HAT

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PEAK

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LASSEN

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CRATER

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CRESCENT

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READING

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PEAK

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RAKER

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LAKE

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SUMMIT

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HORSESHOE

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LAKE

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FAIRFIELD

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PEAK

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GROUP CAMP

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LOST CREEK

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LASSEN COUNTY

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SHASTA COUNTY

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PEAK

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PROSPECT

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PLUMAS COUNTY

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LASSEN COUNTY

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HARKNESS

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MT.

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LAKE

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PEAK

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BONTE

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CONE

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CINDER

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RED

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JUNIPER

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HOFFMAN

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MT.

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LAKE

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SNAG

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LAKE

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LAKE

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WIDOW

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TEAL

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LAKE

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BUTTE

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CINDER

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CONE

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PEAK

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SUNRISE

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ADMINISTRATIVE

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HEADQUARTERS

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RED BLUFF

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CHESTER

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DRAWN BY:

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P R

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GENERAL NOTES:

1. IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN

AS LIGHT LINE WEIGHTS OR SCREENED BACKGROUND. NEW STRUCTURES,

EQUIPMENT, AND FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. OTHER

DISCIPLINES MAY SCREEN NEW STRUCTURES TO SHOW THEIR INFORMATION.

2. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED.

3. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES,

TRAILS AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS

CALLED FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT.

4. SCHEDULE ALL EXISTING UTILITY LINE SHUTDOWNS WITH THE CONTRACTING

OFFICER.

5. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR

ONLY AFTER THE PROPOSED CONNECTION PROCEDURE AND WORK SCHEDULE

HAS BEEN REVIEWED AND APPROVED BY THE CONTRACTING OFFICER. THE

CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE CONTRACTING

OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO SCHEDULING ANY

CONNECTIONS. THE REQUEST SHALL OUTLINE THE FOLLOWING:

A. POINTS OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING

AND DISINFECTION,

B. ESTIMATED CONSTRUCTION TIME FOR THE CONNECTION, AND DISINFECTION.

AFTER RECEIPT OF THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL

REVIEW THE SUBMITTAL AND GIVE AN APPROVAL OR REJECTION OF THE

REQUEST WITHIN THREE (3) WORKING DAYS. IF THE REQUEST IS REJECTED, THE

CONTRACTOR SHALL RESUBMIT THE REQUEST, MAKING MODIFICATIONS IN A

MANNER ACCEPTABLE TO THE CONTRACTING OFFICER. ALL CONNECTIONS SHALL

ONLY BE MADE ON AGREED UPON DATE AND TIME. IF THE CONTRACTOR DOES

NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE AGREED UPON

MANNER, THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE

CONNECTION BY FOLLOWING THE PROCEDURE OUTLINED ABOVE. MAINS SHALL

NOT BE PLACED IN SERVICE UNTIL CLEARANCE IS GRANTED BY THE

CONTRACTING OFFICER.

6. PIPE AND JOINT DEFLECTIONS PERMITTED WITHIN RANGE OF MANUFACTURER'S

ALLOWANCES.

7. ALL COSTS ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING

UTILITIES, DUE TO CONTRACTOR'S ACTIVITIES, SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR.

8. ANY KNOWN SEWERS, WATER MAINS, CONDUITS, ELECTRIC CABLES, AND OTHER

UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE

EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY

THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND

OMISSIONS IN THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND

STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF

THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR

COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS

THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR SHALL MAKE SUCH

INVESTIGATION AS NECESSARY TO VERIFY ITS CORRECTNESS AND

COMPLETENESS.

9. FIELD LOCATE ALL EXISTING UTILITIES, BURIED PIPING, INCLUDING WATER

SERVICE CONNECTIONS, AND ALL OTHER SURFACE AND SUB-SURFACE

FEATURES PRIOR TO CONSTRUCTION. ANY FEATURES DAMAGED BY

CONTRACTOR'S ACTIVITIES SHALL BE REPLACED TO PRE-CONSTRUCTION

CONDITION AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. ANY FIELD

LOCATED EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE IMMEDIATELY

BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION.

10. ALL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE THE

NATIONAL PARK SERVICE.

LEGEND AND ABBREVIATIONS

FIRE HYDRANT

EXISTING SANITARY SEWER (GRAVITY)

ABANDONED LINE (VARIOUS TYPES)

EXISTING WATER

PROPOSED WATER (SIZE IF INDICATED)

IRRIGATION LINES

UNDERGROUND ELECTRIC

EXISTING SANITARY FARCE MAIN

OVERHEAD ELECTRIC

FENCE

POWER POLE

SANITARY MANHOLE

DRAINAGE INTAKES

LIGHT POLE

EXISTING GAS

WHERE PUBLIC UTILITY FIXTURES OR FACILITIES ARE SHOWN AS EXISTING ON

THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THESE

UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION INVOLVING

EXCAVATION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES

FOR NECESSARY MODIFICATION OF SERVICES OR RELOCATION. UNDERGROUND

FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE

SURVEYS, RECORDS AND UTILITY OPERATOR LOCATION MARKINGS; THEREFORE

THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. TYPE, SIZE AND

GENERAL LOCATION OF THE FACILITIES WERE REQUESTED OF THE OPERATORS

AND SHOWN ON THE PLANS, AND IF NECESSARY, UPDATED WITHIN 90 DAYS OF

COMPLETION OF THE FINAL PLANS. IT IS POSSIBLE THERE MAY BE OTHERS, THE

EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT

LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL

COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY

INTERFERENCE OR DELAY CAUSED BY THE WORK.

STORM SEWER

SYSTEM CROSS OVER

1. THE EXISTING WATER SYSTEM AND WATER TANK SHALL REMAIN OPERATIONAL

THROUGHOUT CONSTRUCTION OF THE NEW TANKS.

2. ONCE THE NEW TANKS ARE FINISHED THE SYSTEM SHALL BE CROSSED OVER SO

THAT THE NEW TANKS ARE PROVIDING SYSTEM SYSTEM PRESSURE. THE

CONTRACTOR SHALL SUBMIT A CROSS-OVER PLAN. THE NPS WILL ASSIST WITH

THE CROSS-OVER SO.

3. WATER SERVICE TO THE HQ AREA SHALL BE MAINTAINED AT ALL TIMES, WITH

ONLY SHORT (<2 HOURS) ALLOWED FOR CROSS OVER.

4. ABANDON THE EXISTING TANK ONLY AFTER THE NEW TANKS ARE FULLY

OPERATIONAL.

4985499049955000

50755080508550905095

SUBSHEET

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DRAWN BY:

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C-001

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TIC NO.

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1010 0 20

HORIZ.

EXISTING RAW WATER MAIN

FROM STREAM DIVERSION

SITE OF PREVIOUSLY DEMOLISHED

TREATMENT BUILDING

ABANDONED WATER MAIN

(N) TWO 67,000 GALLON

POTABLE WATER TANKS.

SEE PLAN SHEET C-002

(E) RAW WATER TO

TREATMENT PLANT

(E) 4" TREATED WATER

TO TANK

(E) 12" POTABLE WATER TO

DISTRIBUTION

(E) WATER TREATMENT PLANT

(E) ACCESS ROUTE

(E) POTABLE WATER

STORAGE TANK

PARCEL LINE (TYP)

6" WATER MAIN

(CITY OF MINERAL)

(E) TRANSDUCER CABLE

(N) 1 12" ELECTRICAL CONDUIT

FOR FUTURE SWITCH

(N) TYPE 1 HANDHOLE

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MORGAN AVENUE

-2 .0

-2 .5

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55 0 10

HORIZ.

GRADE SITE AS SHOWN

(N) 12" 90° ELBOW.

CONNECT TO EXISTING

(N) 67,000 GAL. WATER TANK

(1 OF 2)

REMOVE TREE (TYP)

(E) RAW WATER MAIN TO

TREATMENT PLANT

(E) 4" POTABLE WATER MAIN

TO EXISTING TANK

(N) 12" D.I. WATER MAIN

(N) 12" ELBOW

(N) 6" 90° ELBOW

(N) 6" GATE VALVE

(TYP OF 2)

(N) 12" GATE VALVE

(N) 12" TEE

(N) 12"X6" REDUCER

(TYP OF 2)

(N) 6" INTERCONNECTING LINE

(N) 6" GATE VALVE

PROTECT EXISTING TANK.

UPON COMPLETION ABANDON IN PLACE

BY FILLING WITH SAND. SEAL ALL ACCESS

LIDS

(N) 6" DRAIN TO DAYLIGHT

SEE PROFILE SHEET C-003

CONSTRUCT

RETAINING WALL

(N) 12" GATE VALVE

OVERFLOW & OUTLET

CONSTRUCT TWO NEW 67,000 GAL.

WATER TANKS, 28' NOMINAL DIAMETER,

14.88' NOMINAL HEIGHT. SEE TYPICAL PLAN

& PROFILE ON SHEETS C-004 AND C-005

3A C007

(N) 6" DRAIN TO DAYLIGHT

NOTES

1. REMOVE ADDITIONAL TREES IN GRADING FOOTPRINT AS REQUIRED. NOT

ALL TREES MAY HAVE BEEN CAPTURED IN SURVEY.

(N) 12" TEE

CONNECT TO EXISTING.

CAP END AFTER CROSS-OVER.

(N) 4" TEE

CONNECT TO EXISTING

PROTECT EXISTING TANK.

UPON COMPLETION ABANDON IN PLACE

BY FILLING WITH SAND. SEAL ALL ACCESS

LIDS

AFTER CROSS OVER

REMOVE 5' SEGMENT OF EXISTING

MAIN AND CAP END

AFTER CROSS-OVER,

REMOVE 5' SEGMENT OF EXISTING

MAIN AND CAP END

(N) 6" DRAIN TO DAYLIGHT

(N) 4" TEMP VALVE. REMOVE

AFTER CROSS-OVER

EXISTING TANK HAS VALVE THAT

MUST BE OPERATED FOR CROSS-OVER

COVER ALL DISTURBED SLOPES WITH

ROLLED EROSION CONTROL BLANKET

COVER ALL DISTURBED SLOPES WITH

ROLLED EROSION CONTROL BLANKET

PLACE TEMP FIBER-ROLL ALONG

DOWN-GRADIENT PERIMETER

PLACE TEMP FIBER-ROLL ALONG

DOWN-GRADIENT PERIMETER

(N) LOCATE EXISTING TRANSDUCER

AND ROUTE NEW 1" PVC LINE &

CABLE TO NEW TANK

(N) TYPE 1 HANDHOLE

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C006

5045STATIONS

FINISHED

C/L GRADES

STATIONS

0+00

0+50

1+00

1+08

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FINISHED GRADED SURFACE

EXISTING GRADE

(N) WATER TANK

(1 OF 2)

(N) RETAINING WALL

FILE PATH: C:\Users\nwanderson\OneDrive - DOI\LAVO\LAVO 323565 HQ WATER TANK\Drawings\LAVO 323565 DESIGN_V4_No_connection.dwg LAST SAVE: 2/27/2024 11:15 AM SAVED BY: NWANDERSON PLOT DATE: C:\Users\nwanderson\OneDrive - DOI\LAVO\LAVO 323565 HQ WATER TANK\Drawings\LAVO 323565 DESIGN_V4_No_connection.dwg LAST SAVE: 2/27/2024 11:15 AM SAVED BY: NWANDERSON PLOT DATE: LAST SAVE: 2/27/2024 11:15 AM SAVED BY: NWANDERSON PLOT DATE: 2/27/2024 11:15 AM SAVED BY: NWANDERSON PLOT DATE: SAVED BY: NWANDERSON PLOT DATE: NWANDERSON PLOT DATE: PLOT DATE: 2/27/2024 11:28 AM

DRAWN BY:

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22 0 4

HORIZ.

OVERFLOW

DRAIN

INLET PIPE

TANK EXTERIOR

EXTERIOR LADDER AND

LADDER CAGE

COVER ACCESS HATCH

OUTLET

FOOTING OUTLINE

LIQUID LEVEL

INDICATOR

24"-30" SIDE ACCESS

HATCH

ALUMINUM DOME COVER

NOTES

1. TANK AND TANK FOUNDATION DESIGN SHALL BE BY THE TANK

MANUFACTURER, AND SHALL SUPERSEDE THESE PLANS AND DETAILS

UPON ACCEPTANCE OF THE SUBMITTAL PLANS.

2. TANK DETAILS ARE ONLY INTENDED TO SHOW THE GENERAL LAYOUT,

ORIENTATION, AND ACCESSORIES REQUIRED.

3. ITEMS SHOWN IN GRAY ARE TYPICALLY SUPPLIED BY TANK

MANUFACTURER.

4. ITEMS SHOWN IN BLACK ARE TYPICALLY CONSTRUCTED BY THE SITE

WORK CONTRACTOR IN COORDINATION WITH THE TANK MANUFACTURER.

5. THIS PLAN SHEET DEPICTS TANK NO. 2. TANK NO. 1 SHALL BE MIRRORED.

AIR VENT

TANK INTERCONNECTING INLET

C008

RUN 2" STEEL CONDUIT UP SIDE

OF TANK FOR CONTROL

CABLES W/ 2" PENETRATION NEAR

TOP OF TANK

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4" 90° ELBOW

4" D.I PIPE

SUPPORT BRACKET (TYP)

4" D.I. 90° ELBOW

4" 90° ELBOW

4" D.I. PIPE

CONNECTION PER TANK

MANUFACTURER

CATCH BASIN

6" D.I. 90° ELBOW

PIPE SUPPORTS PER

TANK MANUFACTURERS

RECOMMENDATIONS

(TYP.)

6" D.I. PIPE

REINFORCED CONCRETE TANK FLOOR.

DESIGN PER THE TANK MANUFACTURER

TANK PENETRATION

PER MANUFACTURER

6" D.I. 45° ELBOW

ALUMINUM DOME ROOF

AIR VENT

REINSTALL PRESSURE

TRANSDUCER

OUTLINE OF ACCESS HATCH

6" D.I. 90° ELBOW

(SHOWN ROTATED AND TRANSLATED

FOR CLARITY)

ACCESS DOOR

ACCESS LADDER

NOTES

1. TANK AND TANK FOUNDATION DESIGN SHALL BE BY THE TANK

MANUFACTURER, AND SHALL SUPERSEDE THESE PLANS AND DETAILS

UPON ACCEPTANCE OF THE SUBMITTAL PLANS.

2. TANK DETAILS ARE ONLY INTENDED TO SHOW THE GENERAL LAYOUT,

ORIENTATION, AND ACCESSORIES REQUIRED.

3. ITEMS SHOWN IN GRAY ARE TYPICALLY SUPPLIED BY TANK

MANUFACTURER.

4. ITEMS SHOWN IN BLACK ARE TYPICALLY CONSTRUCTED BY THE SITE

WORK CONTRACTOR IN COORDINATION WITH THE TANK MANUFACTURER.

SECONDARY AIR VENT

FOR HIGH SNOW CONDITIONS

CONTROL CABLE

PENETRATION

4" TEE AND CHECK VALVE

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D R

A N

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W D

PLAN

VALVE BOX WITH LID

FLOOR PENETRATION

6" D.I. PIPE

(DRAIN)

6" 90° ELBOW

6" GATE VALVE

6" WYE

6" D.I. PIPE

6" 45° D.I. ELBOW

GASKET TYPE

FLANGE UNION

#16 MESH

COPPER SCREEN

WATER TANK DRAIN PIPING DETAIL

NO SCALE

SCREENED END DRAIN LINE

NO SCALE

6" GATE VALVE

CATCH BASIN

B C006

A C006

CATCH BASIN

6" 45° D.I. ELBOW

6" D.I. SPOOL

6" 45° D.I. ELBOW

6" D.I. SPOOL

WITH SCREEN

DETAIL

6" M

" M

WATER TANK DRAIN PIPING DETAIL

NO SCALE

WATER TANK

6" WYE

TANK FOUNDATION

WATER TANK DRAIN PIPING DETAIL

NO SCALE

A C006

B C006

C007

CONNECT TO EXISTING

CATCH BASIN

6" D.I. SPOOL

WITH SCREEN

DETAIL

WATER TANK

TANK FOUNDATION

CONNECT TO EXISTING

CATCH BASIN

6" D.I. SPOOL

WITH SCREEN

DETAIL

6" WYE

6" D.I. SPOOL

WITH SCREEN

DETAIL

6" D.I. SPOOL

WITH SCREEN

DETAIL

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TIC NO.

111-191530

OF 13

C H

L D

3'-0" 3"

2'-6" 3"

1' -5

2' -5

" A A

(TYP.)

1/4"

6" 2'-0" 6"

8 2

3"3"

PLAN VIEW

SECTION A-A

SECTION B-B

6" 1'-5" 6"

E (3

' M

E (3

' M

-0

LEGEND:

1 (2) BARS 3 1/2"x3/8"x2'-6"

2 FINISHED SURFACE

3 (2)-3 1/2"x3" ANGLES

4 (2)-7" #4 BAR EACH SIDE

5 TROWEL SMOOTH

6 1" PER FOOT MINIMUM SLOPE

7 FINISH SURFACE

8 STANDARD GRATE AND GRATE

FRAME.

3/ 4"

2'-51 2"

2'-53 4"

1' -4

2 1

A A

3/4"1 1/

TOP VIEW

SECTION A-A

ISOMETRIC

2'-6"

1' -5

" SEE NOTES BELOW

1-3/4" x 1-3/4" x 1/4"

STEEL ANGLE

TOP VIEW

3 WELD (4)

1/2" x 3"

STUDS

END VIEW

GRATE TYPE II

GRATE FRAME DETAIL

1 11 2"x3

4" STEEL BARS (TYP.).

2 1

4" FILLET WELD ALL BARS.

4 PLACES (TYP.).

3 WELD (4) 12"x3" STUDS.

1 FOUR SIDED FRAME IS REQUIRED.

2 CONTRACTOR HAS THE OPTION OF WELDING THE BACK

STEEL ANGLE BAR INTO PLACE AFTER SLIP FORMS FOR BOX

HAVE BEEN REMOVED. ENSURE GRATE FRAME IS SQUARE

BEFORE DOING A FULL PENETRATION WELD TO ATTACH BACK

STEEL ANGLE BAR.

NOTES:

LEGEND:

CATCH BASIN DETAIL

NO SCALE

C007

RETAINING WALL DETAIL

NO SCALE

3A C007 9

AGGREGATE BACKFILL

INTERLOCKING BLOCK

4" PERF DRAIN TILE

8" 2'

GEOGRID (4' BEHIND WALL)

CAP STONE

LEVELING PAD

AutoCAD SHX Text

(TYP.)

1/4"

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TIC NO.

111-191530

OF 13

O U

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1" CHAMFER

D.I. 90° ELBOW MJxMJ

D.I. PIPE

DI PIPE. BELL END CAST

INTO CONCRETE FACING UP

EMBEDDED STARTER FOUNDATION

FOR OUTLET ONLY, INSERT REMOVABLE

PLAIN END TAPERED (SPIGOT END) PLUG .

PLUG TO EXTEND 1 FOOT ABOVE FLOOR.

(FOR SILT STOP AND USE DURING CLEANING)

PVC WATER STOP

3" CRUSHED ROCK

BACKFILL

BENTONITE

SEAL STRIPS

FOR DRAIN, INSTALL FLOOR GRATE

(NOT SHOWN)

FRONT VIEW SECTIONAL VIEW INSIDE VIEW

GUIDE WIRE

ASSEMBLY

GUIDE WIRE

TENSIONERS

GUIDE

WIRES

FLOATFLOAT

GUIDE WIRE

BOTTOM ANCHOR

KNUCKLE

ROOF

FLOAT CABLE

ASSEMBLIES

FLOAT CABLE

GAUGE BOARD

TOP MOUNT

GAUGE BOARD

SUPPORT

TANK FLOOR

TANK WALL

GAUGE BOARD

CABLE CLAMP

INDICATOR

EXAMPLE ONLY.

GAGE INCREMENTS PER

TANK DESIGN

LIQUID LEVEL INDICATOR

NO SCALETYPICAL TANK OUTLET/DRAIN DETAIL

NO SCALE

NOTES

1. TANK AND TANK FOUNDATION DESIGN SHALL BE BY THE TANK

MANUFACTURER, AND SHALL SUPERSEDE THESE PLANS AND DETAILS

UPON ACCEPTANCE OF THE SUBMITTAL PLANS.

2. TANK DETAILS ARE ONLY INTENDED TO SHOW THE GENERAL LAYOUT,

ORIENTATION, AND ACCESSORIES REQUIRED.

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TIC NO.

111-191530

OF 13

TEST PRESSURES AND SOIL BEARING PRESSURES, USE THE FOLLOWING EQUATION:

PRESSURE OF 2,000 psf AND A SAFETY FACTOR OF 1.5, TO COMPUTE BEARING AREAS FOR DIFFERENT

1. BEARING AREAS (TABLE 1) BASED ON TEST PRESSURE OF 150 psi, AN ALLOWABLE SOIL BEARING

BEARING AREA = (TEST PRESSURE / 150 psi) x (2,000 / SOIL BEARING PRESSURE psf) x (TABLE 1 VALUE)

3. BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 SQUARE FOOT.

(HORIZONTAL BENDS & VERTICAL UPWARD BENDS)

TABLE 1 - BEARING AREA OF THRUST BLOCKS IN SQUARE FEET

HORIZONTAL BENDS AND VERTICAL UPWARD BENDS:

TEE PLUGGED ON RUN

4. IF THE DEPTH REQUIREMENT (SEE TYPICAL CROSS SECTION) CAN NOT BE ACHIEVED,

UNDISTURBEDBEDDING

1/2 TO 1 TIMES ITS WIDTH.

BLOCK HEIGHT (h) SHALL BE

LESS THAN THE PIPE DIAMETER

OF THE BLOCK (H), BUT NOT

THE TOTAL DEPTH TO THE BOTTOM

EQUAL TO OR LESS THAN 1/2

BLOCK HEIGHT (h) SHALL BE

TYPICAL CROSS SECTION

MATERIAL

DEPTH REQUIREMENT:

BEND

PLUGGED CROSS

SOIL

PLUGGED CROSS

3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH OR STRUCTURAL BACKFILL.

UNLESS OTHERWISE NOTED.

1. ALL MECHANICAL FITTINGS SHALL BE PROVIDED WITH THRUST BLOCKS AT ALL DIRECTION CHANGES

4. KEEP CONCRETE CLEAR OF JOINT, BOLTS, NUTS, CLAMPS, AND OTHER ACCESSORIES.

6. A BOND BREAKER SHALL BE PLACED BETWEEN THE PIPE AND THRUST BLOCK.

5. THRUST BLOCKS SHALL NOT BE LOCATED OR SIZED TO ENCASE ADJACENT PIPES OR FITTINGS.

O .D

BEARING

SURFACE

BREAKER

BOND

45° (TYP)

GENERAL:

10 8.8 12.5

THE ENGINEER SHALL BE NOTIFIED.

50.9 35.3

72.0 50.0

17.3 22.6 28.6

12.7 24.5 32.0 40.5

18.0

FITTING

SIZE

(IN)

3.2 5.7

1.4

(SF)

4.5 8.0

2.0

(SF)

PLUG OR

TEE, WYE

CAP

BEND

VERTICAL DOWNWARD BEND

IN CONCRETE (SEE TABLE

WYE

1/4" PLYWOOD OVER

PLUG OR CAP

TEE

FACE OF BOLTS

USED FOR 11 1/4 BENDS.

2 FOR SIZES)

FITTING AND EMBEDDED

COATED RODS OVER

VALVE

FITTING AND EMBEDDED

COATED RODS OVER

IN CONCRETE

(SEE NOTE 3)

1. VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING 5 CUBIC YARDS REQUIRE

4050 LBS/CUBIC YARD, AND A SAFETY FACTOR OF 1.5. TO COMPUTE VOLUMES FOR DIFFERENT

THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSI, THE WEIGHT OF CONCRETE =

SPECIAL BLOCKING DETAILS. SEE DRAWINGS FOR VOLUMES SHOWN TO LEFT OF HEAVY, BOLD

2. THRUST BLOCK VOLUMES (TABLE 2) FOR VERTICAL DOWNWARD BENDS HAVING UPWARD RESULTANT

3. VOLUME OF THRUST BLOCK IN CUBIC YARDS FOR VALVES SHALL BE THE SAME VOLUME

(VERTICAL DOWNWARD BENDS)

TABLE 2 - VOLUME OF THRUST BLOCK IN CUBIC YARDS

VERTICAL DOWNWARD BENDS:

TEST PRESSURES AND CONCRETE WEIGHTS, USE THE FOLLOWING EQUATION:

1.73.46.8

39.0 27.1

19.9 13.8

13.3 17.3 21.9

9.7 6.8 8.8

11.2

5.0

10.0 6.9

3.4 4.4 5.6

2.5

LINE IN TABLE 2.

17.8 12.3

7.9 10.0

4.4 6.1

2.4 4.3

1.1

(SF)

1.2 2.2

1.0

(SF)

BEND

22 1/2

1.0 1.1

(SF)

1.0

BEND

11 1/4 O

(CY)(IN)

3.1 2.0

0.5 1.1

SIZE

FITTING

BEND

45O

9.6 6.7

4.9 3.4

5.4 4.3 3.3 2.4

2.8 2.2 1.7 1.2

#8 #8

3.0 3.0

#8 #8

#6 #8

3.0 3.0 3.0 2.5

(CY) (CY)

1.7 1.1

0.3 0.6

0.9 0.5

0.1 0.3

22 1/2

BEND

O V1

11 1/4

BEND

(FT)

#6 #6

2.5 2.5

EMBEDMENT

SIZE

ROD

2. UNLESS OTHERWISE NOTED ON THE GENERAL DRAWINGS IN THE GENERAL NOTES OR SPECIFICATIONS, USE SOIL BEARING PRESSURE = 2000 psf FOR THIS PROJECT.

GALVANIZED OR EPOXY GALVANIZED OR EPOXY

VOLUME = (TEST PRESSURE / 150) x (4,050 / CONCRETE WEIGHT) x (TABLE 2 VALUE)

ALL PIPE JOINTS SHALL BE MECHANICALLY RESTRAINED FOR A MINIMUM OF 40 FEET IN ALL DIRECTIONS

2. FUSED HDPE PIPE & FITTINGS DO NOT REQUIRE THRUST RESTRAINTS.

FROM MECHANICAL FITTINGS.

WATER

VALVE BOX PAD

VALVE BOX COVER

ETCH FLOW DIRECTIONAL

ARROWS, PIPE DIAMETER AND

PIPE MATERIAL INTO

CONCRETE PRIOR TO CURING

AS DIRECTED BY THE

CONTRACTING OFFICER.

2'-0" SQ.x6" THICK CAST

IN PLACE CONC. PAD W/

#4 BARS E.W., SET

FLUSH IN PAVED AREAS

1/4"

SECTION A

VALVE BOX PAD

VALVE BOX

VALVE BOX TOP

SECTION W/ COVER

CENTER SECTION

(LENGTH AS REQ'D)

GATE VALVE

CONCRETE

VALVE SUPPORT

ADJUSTABLE

VALVE BOX

FINISH GRADE

SET 3" ABOVE GRADE IN YARD

AREAS

VALVE BOX PAD

12" MAX

PROVIDE VALVE STEM EXTENSION

(SEE DETAIL BELOW)

VALVE BOX WITH

WIDE OVAL BASE

GATE VALVE

INSTALLATION

CONC VALVE SUPPORT,

SEE

1/8" FLAT PL CENTERING

GUIDE (SEE SECTION A)

3/4" (TYP)

NOTE:

1. PROVIDE PROTECTIVE COATING TO

EXTERIOR SURFACES OF VALVE BODY

VALVE BOX, EXTENSION STEM AN

APPURTENANCES.

ADAPTER TO FIT AWWA

SQUARE NUT

1/8"

1-1/4" DIA STEEL

EXTENSION MACHINE TO

MATCH NUT

2" AWWA SQUARE OPERATING

NUT

BUTTERFLY VALVE OR PLUG

VALVE FOR DIRECT BURIAL

REDWOOD BLOCKS 2-2"x2"x12"

LONG

CRUSHED ROCK

ADJUSTABLE VALVE BOX

FINISH GRADE

SLOPE CONC 2" AND PROVIDE

3/4" CHAMFER ALL AROUND. 2'-0"

SQ.x6" THICK CONC. PAD W/ #4

BARS E.W.

NOTE:

CONCRETE PAD SHALL BE

INSTALLED IN UNPAVED

AREAS. PAVED AREAS DO NOT

REQUIRE A CONCRETE PAD.

THRUST RESTRAINTS

GATE VALVE

NTS

C-005

M D

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TIC NO.

111-191530

OF 13

6" MIN.

TRACER WIRE

5' MAX 5' MAX

2 TRACE WIRE BOX

5' MAX

PIPE

1 TIE IN AT FITTING

2TW

TRACER WIRES SHALL HAVE

A MINIMUM 24" OF SLACK

LOOSELY COILED IN THE

BOX

TEST BOX

VALVE BOX PAD, SEE DET.

2/C11

CONCRETE

ENCASEMENT (TYP)

VALVE BOX TOP

2" DUCT TAPE @ 6' MAX.

MINIMUM 3 PER LENGTH OF

PIPE

TRACER WIRE 14 GAGE SOLID

COPPER WIRE

OUT OF ASPHALT

BACKFILL

COMPACTED

MIN. WIDTH

W -3

6" M

TRENCH STABILIZATION

WHERE REQD.

UNDISTURBED

EARTH (TYP)

NOTE:

8" TO 10" DEEP

DETECTABLE UTILITY

MARKING TAPE

BEDDING MATERIAL

1'-0"

6" MIN.

DIA.

EXISTING ASPHALT

WITH TACK COAT

UNIFORM SAW CUT LINE

EXISTING AGGREGATE BASE

NEW AGGREGATE BASE

IN ASPHALT

1'-0"

MIN.

SURFACE

1'-0"+PIPE O.D.

1. TRENCH SHALL CONFORM TO OSHA STANDARDS.

TRACER WIRE

4" ASPHALT PAVEMENT

6" AGGREGATE BASE COURSE

6" COMPACTED SUBGRADE

GRAVEL SURFACE

6" COMPACTED AGGREGATE

BASE COURSE

6" COMPACTED SUBGRADE

ASPHALT PAVING (SEE NOTE 2)

REMOVE PAVING AND

REPLACE SURFACE

COURSE (NOTE 3)

2. TRACER WIRE DETAIL

S-

" M

COLOR PER APWA

COLOR & LABEL PER

PER APWA

5'-0"

TYP

CROSSED

UTILITY

VERTICAL THRUST

BLOCKS,

SEE DETAIL (TYP)

2 - 45° MJ BENDS

W/ RESTRAINED

JOINT GLANDS

SUITABLE FOR

PVC PIPE (TYP

BOTH SIDES)

THRUST BLOCK SEE

HORIZONTAL THRUST

BLOCK DETAIL (TYP)

WATER LINE

C-005

NOTE 3

NOTE 2

TRACER WIRE

UTILITY CROSSING

TYPICAL PIPE TRENCH

PAVEMENT & GRAVEL SURFACING

NTS

M D

PAVEMENT & GRAVEL SURFACING

C-005

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TIC NO.

111-191530

OF 13

N C

O N

L D

6" m in

6" min.

2" min.

Edge Lap

Anchor Trench

End Splice

Edge Lap

Compacted Soil Backfill

Secure blanket to ground according to manufacturer's recommended anchoring pattern and minimum shown in Table 1.

ROLLED EROSION CONTROL

PRODUCT (RECP)

INSTALLATION ON SLOPES

≤ 3:1 2:1 1:1

1.5/yd² 2/yd²

2.5/yd²

Blanket shall meet Caltrans Specification 21-2.02(O4) Type B or C. No straw will be allowed

Area to be Protected

Space as specified in the contract documents.

Wattle

3'-0"

4'-0" max.

Stakes

2-4" Trench

Compact trench spoil against uphill side of wattle.

9" (nominal) dia.

or as specified.

Joint Wrap

Turn uphill.

TEMPORARY FIBER ROLL

(WATTLE)

Blanket shall meet Caltrans Specification 21-2.02(P). Fill must be wood excelsior or coconut fiber.

6"MIN

THICKNESS

MNRL AGG

16" STEEL

PLATE(GALV)

COVER

SLIDE LOCK

STEEL FRAME

(GALV)

ANCHORED TO

TOP UNIT

TYPE 3 HANDHOLE

#3 BAR (TYP)

TYPE 1 & 2 HANDHOLE

7" 6"

PARKING STRIP

OR PLANTING

AREA

4" M

TYPE 230 FRAME & COVER

("ELECTRIC" CAST IN

COVER)

CONC MAINTENANCE

HOLE ADJUSTMENT

RINGS

MINERAL

AGGREGATE

CONDUIT (PER DRAWINGS)

GROUND ROD

TOP OF PAVEMENT

TYPE 4 HANDHOLE

HANDHOLE INSTALLATION DETAIL

2'-8" 3'-8"

RISER

6"MIN

THICKNESS

MNRL AGG

6" WIDE X 31

2" DEEP

CONCRETE COLLAR WHEN

INSTALLED IN EARTH

2'-8"

SLOPE 1"

6"MIN

THICKNESS

AGG. GROUND ROD

CONDUIT (PER DRAWINGS)

ALL COUPLINGS MUST BE

WATERTIGHT

3'-8"

3' -0

1' -0

3' -6

(2) 11

2"Ø LIFT HOLES

BASE

ASPH OR CONC FINISH TO GRADE

WITH 14" X 2" JOINT IN CONC AREA

GALV "C"

CHANNELS 18"

LONG ON ALL

SIDES

FULL 180° OPEN

12" X12"

KNOCKOUT

2 EACH SIDE

6"MIN

THICKNESS

MNRL AGG

(2) 1"Ø GROUND

ROD

KNOCKOUTS

6"Ø DRAIN

HOLE(OPENED)

#3 BAR (TYP)

OPTIONAL

GALV

PULLING

IRON 1 EACH

END

18" X 18"

KNOCKOUT

1 EACH

END

STEEL PLATE COVER

(GALV) W/LOCKING

LATCH

(4) 3 4"Ø LIFT

INSERTS

RECESSED

LIFT

HANDLE

COVER

TYPE 5 HANDHOLE

HANDHOLE

TYPE

TOP UNIT INSIDE

DIMENSION

EXTENSION

UNIT(E)

COVER

DIMENSIONS

L W H H L 1 10" 13" 12" 12" 177

8" 127 8"

2 28" 17" 12" 12" 277 8" 167

8" 3 36" 24" 12" 12" 35" 24"

4 24"Ø VAR NA NA

5 36" 24" 32" NA 35" 24"

6 42" 42" 381

2" NA 331

2" 333

GRHH 8"Ø NA

HANDHOLE SCHEDULE

NOTES:

1. THE COVER MUST HAVE 116" TO 18" CLEARANCE ON EACH EDGE WITHIN THE FRAME

AFTER GALVANIZING.

2. THE GROUND ROD MUST EXTEND 4" ABOVE THE BOTTOM OF THE HANDHOLE OR

MINERAL AGGREGATE.

3. TYPE 4 HANDHOLE MUST BE INSTALLED IN ROADWAYS, PARKING LOTS, ETC.

4. FOR PAVEMENT DEPTH GREATER THAN 7" USE FRAME EXTENSIONS

TO BRING THE COVER UP THE THE LEVEL OF THE FINISHED PAVEMENT

WITHOUT EMBEDDING THE BOTTOM FLANGE OF THE CASTING IN THE PAVEMENT.

5. A 4' LENGTH OF #6 THWN OR THHN COPPER WIRE MUST BE SECURED FROM THE

HANDHOLE COVER TO THE FRAME. BOND FROM FRAME LID, AND LID TO GROUND ROD.

6. ALL HANDHOLE COVERS AND FRAMES MUST HAVE A NON-SKID SURFACE

7. ALL HANDHOLES MUST HAVE A LOAD RATING OF H20.

3"MAX

7. INSTALL IN ACCORDANCE WITH ASTM C891.

HANDHOLES

NTS

AutoCAD SHX Text (12" min. anchor spacing)

AutoCAD SHX Text (4'-0" min. anchor spacing)

AutoCAD SHX Text (18" min. anchor spacing)

AutoCAD SHX Text

ANCHOR TRENCH

AutoCAD SHX Text

EDGE LAP

AutoCAD SHX Text

END SPLICE

AutoCAD SHX Text

TABLE 1

AutoCAD SHX Text Max. slope

AutoCAD SHX Text Min. anchors

AutoCAD SHX Text Disturbed Area

AutoCAD SHX Text 4'-0" max.

Direction of Flow

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File details come from the government source that posted it. Updated May 21, 2024.