W912PL21B0007_Solicitation_Plans.pdf

PDF 28 MB Posted Jun 30, 2021

Attached to: GALLERY UTILITIES RELOCATION PROJECT
Solicitation number: W912PL21B0007
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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Written by GovTribe AI · Dec 28, 2023

This notice solicits bids for the Gallery Utilities Relocation Project. The project involves relocating two city water pipelines near the western embankment of the San Gabriel River, relocating a water and sewer pipeline near the eastern embankment including installing filter diaphragms and structurally modifying both utility galleries. The work quantities include 7,000 cubic yards of excavation and 1,500 linear feet of temporary bypass pipelines. The location is the Whittier Narrows Dam near Pico Rivera, California. The estimated value is between $5-10 million with a 210 day base period of performance and an optional 455 day extension. Bids are due under an unrestricted solicitation conducted according to FAR Part 14. The NAICS code is 237110 and size standard is $39.5 million. The site visit is scheduled for July 7, 2021. The Army Corps of Engineers Engineering District Los Angeles is the contracting agency.

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Other files

File	Type	Posted
Bid Abstract -W912PL21B0007 WND GALLERY UTILITIES RELOCATION -Offerors Price Final Version.xlsx	XLSX spreadsheet	Aug 24, 2021
WNURP Justification and Approval_FIO.pdf	PDF	Aug 17, 2021
W921PL21B0007_Amendment0006.pdf	PDF	Aug 17, 2021
W921PL21B007_Amendment0005.pdf	PDF	Aug 11, 2021
W921PL21B007_Amendment0004.pdf	PDF	Aug 4, 2021
W912PL21B0007_Amendment0003.pdf	PDF	Jul 29, 2021
W912PL21B0007_Amendment0002.pdf	PDF	Jul 27, 2021
W912PL21B0007_Amendment0001.pdf	PDF	Jul 15, 2021
W912PL21B0007 WND Site Visit Attendee Listing 07072021_Redacted.pdf	PDF	Jul 8, 2021
W912PL21B0007_Solicitation_Specifications.pdf	PDF	Jun 30, 2021

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CHITWOOD.DOUGLAS.E.1231826463 Digitally signed by CHITWOOD.DOUGLAS.E.1231826463 Date: 2021.06.02 16:13:03 -07'00'

Digitally signed by CRISOSTOMO.VANGIL.C.1231679711 Date: 2021.06.02 16:59:01 -07'00'

HUCKS.CREG.DANIEL.1231930511 Digitally signed by HUCKS.CREG.DANIEL.1231930511 Date: 2021.06.04 15:34:13 -07'00'

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C-514

C-513

C-512

C-511

C-115

C-114

C-113

C-112

C-111

C-110

G-011

CITY OF WHITTIER - USACE STA 115+42 FILTER DIAPHRAGM DETAIL

CITY OF WHITTIER - DETAILS - 3

CITY OF WHITTIER - DETAILS - 2

CITY OF WHITTIER - DETAILS - 1

CITY OF WHITTIER - 36 INCH WATER PIPE REPLACEMENT - PLAN AND PROFILE

CITY OF WHITTIER - 30 INCH WATER PIPE REPLACEMENT - PLAN AND PROFILE

CITY OF WHITTIER - TEMPORARY WATER BYPASS REMOVAL

CITY OF WHITTIER - TEMPORARY BYPASS PIPES RELOCATION - PROFILE

CITY OF WHITTIER - TEMPORARY BYPASS PIPES RELOCATION - PLAN

CITY OF WHITTIER - EXISTING UTILITIES - PLAN AND PROFILE

CITY OF WHITTIER - COVER SHEET

C-532/C-3

C-531/C-2

C-131/C-1

G-033/G-3

G-032/G-2

G-031/G-1

LA COUNTY SANITATION DISTRICT NO.2 - DETAIL 1

LA COUNTY SANITATION DISTRICT NO.2 - USACE STA 126+60 FILTER DIAPHRAGM DETAIL

LA COUNTY SANITATION DISTRICT NO.2 - PLAN AND PROFILE

LA COUNTY SANITATION DISTRICT NO.2 - TEMPORARY BYPASS PIPES PLAN AND PROFILE

LA COUNTY SANITATION DISTRICT NO.2 - GENERAL NOTES, LEGEND, ABBREVIATIONS - SHEET INDEX

LA COUNTY SANITATION DISTRICT NO.2 - COVER SHEET

C-526

C-525

C-524

C-523

C-522

C-521

C-126

C-125

C-124

C-123

C-122

C-121

C-120

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SUBURBAN WATER SYSTESMS - USACE STA 126+60 FILTER DIAPHRAGM DETAIL

SUBURBAN WATER SYSTEMS - DETAILS - 5

SUBURBAN WATER SYSTEMS - DETAILS - 4

SUBURBAN WATER SYSTEMS - DETAILS - 3

SUBURBAN WATER SYSTEMS - DETAILS - 2

SUBURBAN WATER SYSTEMS - DETAILS - 1

(OPTION 2) SUBURBAN WATER SYSTEMS - CHLORINE METER/PIPING VAULT

SUBURBAN WATER SYSTEMS - CHLORINE FACILITY REPLACEMENT SITE PLAN

SUBURBAN WATER SYSTEMS - CHLORINE FACILITY DEMOLITION

SUBURBAN WATER SYSTEMS - 36 INCH PIPE REPLACEMENT - PLAN AND PROFILE

SUBURBAN WATER SYSTEMS - TEMPORARY BYPASS REMOVAL

SUBURBAN WATER SYSTEMS - TEMPORARY BYPASS PIPE RELOCATION - PLAN AND PROFILE

SUBURBAN WATER SYSTEMS - EXISTING UTILITIES - PLAN AND PROFILE

SUBURBAN WATER SYSTEMS - COVER SHEET

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ABBREVIATIONSLEGEND SHEET INDEX

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EXISTING GAS LINE (UNDERGROUND)

EXISTING SANITARY SEWER (UNDERGROUND)

EXISTING STORM DRAIN (UNDERGROUND)

EXISTING WATER MAIN (UNDERGROUND)

EXISTING COMMUNICATIONS CABLE (UNDERGROUND)

EXISTING COMMUNICATIONS CABLE (OVERHEAD)

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

G-006

G-005

G-004

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INDEX CONTOUR

INDEX CONTOUR DEPRESSION

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EXISTING IRRIGATION (UNDERGROUND)

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S-543

S-542

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C-345

C-344

C-343

C-342

C-341

C-147

C-146

C-145

C-144

C-143

C-142

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UNITED STATES ARMY CORPS OF ENGINEERS

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STORMWATER POLLUTION PREVENTION PLAN

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T R

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(OPTION 1) SUBURBAN WATER SYSTEMS PACKAGE SHEET INDEX

(OPTION 1) LACSD PACKAGE SHEET INDEX

UTILITY GALLERY ACCESS CHAMBER - STRUCTURAL DETAILS - 2

UTILITY GALLERY ACCESS CHAMBER - STRUCTURAL DETAILS - 1

UTILITY GALLERY ACCESS CHAMBER - SECTIONS

UTILITY GALLERY ACCESS CHAMBER - WEST AND SOUTH ELEVATIONS

UTILITY GALLERY ACCESS CHAMBER - TOP PLAN AND SECTION PLAN

UTILITY GALLERY ACCESS CHAMBER - DEMOLITION PLAN, ELEVATIONS AND SECTIONS

(OPTION 1) RELIEF WELL RESTORATION

TEMPORARY ACCESS ROAD - DETAILS

(OPTION 1) STA 126+60 FILTER DIAPHRAGM - LACSD PROFILE

(OPTION 1) STA 126+60 FILTER DIAPHRAGM - DETAILS

STA 115+42 FILTER DIAPHRAGM - DETAILS

TEMPORARY ACCESS RAMP

(OPTION 1) 18" TOE DRAIN PIPE RELOCATION - PLAN AND PROFILE

SECTIONS

(OPTION 1) GALLERY STA 126+60 - FINAL GRADING

(OPTION 1) GALLERY STA 126+60 - EXCAVATION LIMITS

GALLERY STA 115+42 - EXCAVATION LIMITS/FINAL GRADING

GENERAL PLAN LOCATION

UTILITY GALLERY ACCESS CHAMBER - STRUC NOTES AND STRUC ABBREVIATIONS

(NOT IN CONTRACT) RESERVED

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EROSION CONTROL NOTESGENERAL NOTES

®of Engineers

US Army Corps

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ADDRESS PHONE NUMBER

CITY OF WHITTIER

PICO RIVERA GOLF CLUB

CITY OF PICO RIVERA

LADWP

LA COUNTY FLOOD CONTROL

LACSD

CONTACTAGENCY

562-908-4288 EXT. 2106

UTILITY CONTACT INDEX

562-801-4447

GREG LAKE, P.G.A 562-716-6860

RAUL FLORE RFLORE@CITYOFWHITTIER.ORG 562-567-9525

ALEX CASTILLO ALEX.CASTILLO@LADWP.COM 213-202-0509

EDEN BERHAN EBERHAN@DPW.LACOUNTY.GOV 626-418-0495

213-452-3634USACE FRANK MALLETTE FRANK.B.MALLETTE@USACE.ARMY.MIL

SCE JUDI GRISSMEYER JUDITH.GRISSMEYER@SCE.COM 626-827-9605

SUBURBAN WATER SYSTEMS 626-543-2561

PARKS AND RECREATION

LA COUNTY DEPARTMENT OF

NATASHA KRAKOWIAK NKRAKOWIAK@PARKS.LACOUNTY.GOV 626-588-5313

PARKS AND RECREATION

LA COUNTY DEPARTMENT OF

626-458-3960MATT SUSKA MSUSKA@DPW.LACOUNTY.GOV

T S

CFO LA IF

R E

T S I

SSEFO IO

I G

N E

E N

C 52517

OL SUSEJ

CIVIL

THE COR.

WITH CONDITIONS SET BY THE PUBLIC SAFETY OFFICIALS, IN CONJUNCTION WITH

HOURS PRIOR TO CLOSING ANY ROADWAY (PARTIALLY OR COMPLETELY). COMPLY

STATE AND MUNICIPAL POLICE AND LOCAL FIRE OFFICIALS WILL BE NOTIFIED 72 10.

THE REQUEST OF THE COR.

HIS EXPENSE. STREETS ALONG THE HAUL ROUTE WILL BE SWEPT OR WASHED AT

PUBLIC TRAVELED WAY WILL BE REMOVED IMMEDIATELY BY THE CONTRACTOR AT

SPILLAGES RESULTING FROM HAULING OPERATIONS ALONG OR ACROSS ANY 9.

TO PUBLIC TRAFFIC.

CONTRACTORS EQUIPMENT, WHETHER EMPTY OR LOADED WILL IN ALL CASES YIELD

WHEN ENTERING OR LEAVING ROADWAYS CARRYING PUBLIC TRAFFIC, THE 8.

INCLUDING RAISED PAVEMENT MARKERS.

COR) ANY STRIPING OR SIGNING DAMAGED DURING CONSTRUCTION OPERATIONS,

OBTAINED FROM THE COR. RESTORE OR REPLACE (AT THE DISCRETION OF THE

VISIBLE LOCATIONS DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS

ALL EXISTING TRAFFIC CONTROL SIGNS AND STREETS WILL BE MAINTAINED IN 7.

PRIOR WRITTEN APPROVAL FROM THE COR.

THE PUBLIC ROADWAY WITHOUT APPROVAL OF THE CITY OF PICO RIVERA AND

NO TEMPORARY CONSTRUCTION TRAFFIC CONTROL DEVICES WILL BE PLACED IN 6.

LADWP RIGHT OF WAY GENERAL NOTES

TRAFFIC HANDLING NOTES

NATHAN AU NAU@SWWC.COM

IGNACIO MURILLO

JULIA GONZALEZ JULIAGONZALEZ@PICO-RIVERA.ORG

GLAKE.PICORIVERAGC@GMAIL.COM

IMURILLO@LACSD.ORG

INSPECTOR AND COR WILL DETERMINE THE APPROPRIATE LOCATION.

TO MOTORISTS OF TRAFFIC DISRUPTION AS PART OF THIS PROJECT. THE

EDITION ARE REQUIRED. FURNISH AND PLACE SIGNS FOR GIVING ADVANCE NOTICE

PROVISIONS OF THE “WORK AREA TRAFFIC CONTROL HANDBOOK”(WATCH), LATEST

ADVANCE CONSTRUCTION NOTICE SIGNS, IN ADDITION TO SIGNS REQUIRED BY THE 5.

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2014 EDITION).

ALL SIGNS AND TRAFFIC CONTROL DEVICES WILL CONFORM TO THE CALIFORNIA 4.

THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH 2012), AND THESE PLANS.

THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2014 EDITION),

ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION WILL CONFORM TO PART 6 OF 3.

TRAFFIC CONTROL PLANS AND LICENSED BY THE STATE OF CALIFORNIA.

STAMPED BY CIVIL OR TRAFFIC ENGINEER FAMILIAR WITH THE PREPARATION OF

RIVERA PRIOR TO CONSTRUCTION. TRAFFIC CONTROL PLANS WILL BE SIGNED AND

CONTRACTOR. PREPARE PLANS FOR REVIEW AND APPROVAL BY THE CITY OF PICO

PREPARATION OF TRAFFIC CONTROL PLANS ARE THE RESPONSIBILITY OF THE

TRAFFIC CONTROL PLANS ARE NOT INCLUDED IN THE CONSTRUCTION DOCUMENTS. 2.

BY THE REQUIREMENTS OF THE USACE.

EXCLUDING HOLIDAYS. THESE HOURS. MAY BE SUBJECT TO FURTHER LIMITATIONS

WORKING HOURS ARE 7:00 AM TO 5:00 PM MONDAY THROUGH SATURDAY, 1.

AND INSPECTED DAILY.

ELIMINATE OFF-SITE TRACKING OF SEDIMENT. THESE BMPS WILL BE MAINTAINED

AN EFFECTIVE COMBINATION OF TRACKING CONTROL BMPS TO MINIMIZE AND/OR

ALL UNPAVED CONSTRUCTION ENTRANCES AND EXITS WILL BE PROTECTED USING 15.

RECYCLE BINS.

MATERIALS WILL BE COLLECTED AND PROPERLY DISPOSED IN COVERED TRASH OR

AT THE END OF EACH WORK-DAY, ALL CONSTRUCTION DEBRIS AND WASTE 14.

CONSTRUCTION STAGING AREAS.

HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED

MADE AWARE OF THE REQUIRED EROSION CONTROL MEASURES AND GOOD

ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE 13.

DRAINAGE FACILITIES, AND RECEIVING WATERS.

PREVENT CEMENT DEPOSITION ONTO THE GROUND AND RUNOFF INTO STREETS,

CONCRETE WASH OUT WATER WILL BE CONTAINED IN A WATER-TIGHT DEVICE TO 12.

RIVERS, CHANNELS, OR TO THE STORM DRAIN SYSTEM.

CONSTRUCTION SITE AND WILL NOT BE DISCHARGED TO RECEIVING WATERS,

RUNOFF FROM EQUIPMENT AND VEHICLE WASHING WILL BE CONTAINED ON THE 11.

AND/OR GUTTERS.

OR FILL MATERIAL BE STAGED OR STOCKPILED ON CITY STREETS, SIDEWALKS,

FROM ANY STORM WATER CONVEYANCE STRUCTURES. AT NO TIME WILL ANY CUT

STOCKPILES WILL BE LOCATED AWAY FROM ANY STORM DRAIN INLETS AND AWAY

WITH A SECURE IMPERMEABLE COVER AT THE END OF EACH WORK-DAY. ALL

WILL BE NO MORE THAN 8 FEET IN HEIGHT AND WILL BE COMPLETELY COVERED

PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. STOCKPILED MATERIAL

TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES AND ADJACENT

STOCKPILES OF SOIL WILL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT 10.

THE FILL.

ALL FILLS WILL BE GRADED TO PROMOTE DRAINAGE AWAY FROM THE EDGES OF 9.

DIRECTED BY THE COR.

STARTING CONSTRUCTION OPERATIONS AND PERIODICALLY THEREAFTER AS

ALL LOOSE SOIL AND DEBRIS WILL BE REMOVED FROM THE PROJECT AREAS UPON 8.

GRADED”CONDITIONS.

WHEN THE COR SO DIRECTS AS THE WORK PROGRESSES TO MEET “AS

INTERFERE WITH THE WORK WILL BE RELOCATED OR MODIFIED AS NEEDED AND

TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE SWPPP WHICH 7.

40-PERCENT.

WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS

ALL REMOVABLE PROTECTIVE DEVICES WILL BE IN PLACE AT THE END OF EACH 6.

CONDITIONS.

AVOID PONDING, AND BE RESTORED TO NEAR NATURAL OR PRECONSTRUCTION

ALL DISTURBED SURFACE AREAS WILL BE SHAPED TO FACILITATE DRAINAGE AND 5.

THE SITE THROUGH STORMWATER DISCHARGE AND/OR EROSION.

WATERWAYS, STORM DRAIN CHANNELS, OR IN AREAS WITH POTENTIAL TO LEAVE

LOOSE EXCAVATED SOIL MATERIALS WILL NOT BE PLACED OR STORED IN 4.

WITHIN THE PROJECT CONSTRUCTION AREA DURING THE CONSTRUCTION PERIOD.

EMPLOY METHODS AND APPROVED DEVICES FOR THE CONTROL OF EROSION 3.

WATER POLLUTION PREVENTION PLAN ARE REQUIRED.

REGIONAL WATER QUALITY CONTROL BOARD, LOS ANGELES REGION. STORM

ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA 2.

APROVED SWPPP AND IN PLACE PRIOR TO THE START OF CONSTRUCTION.

ALL EROSION CONTROL MEASURES FOR THE WORK ZONE WILL BE OUTLINED IN 1.

T R

T F

E N

INCLUDED IN THE BID.

METHOD ACCEPTABLE TO THE UTILITY OWNER. ALL COSTS WILL BE

DRAINAGE FLOWS WILL BE MAINTAINED BY BYPASS PUMPING OR OTHER

ARE TO REMAIN IN SERVICE DURING CONSTRUCTION. WASTEWATER AND

EXISTING UTILITIES IN THE STREET AND WITHIN THE LIMITS OF THE WORK 9.

APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION.

AS DIRECTED BY THE COR AND UTILITY OWNER. COORDINATE WITH THE

EXISTING UTILITIES INTERFERING WITH THE WORK WILL BE RELOCATED 8.

UTILITY OWNER'S REPRESENTATIVE FOR RESOLUTION OF THE CONFLICT.

CONTRACTOR, AND THE INFORMATION FURNISHED TO THE COR AND

WILL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE

PROPOSED WORK, THE LOCATION ELEVATION AND SIZE OF THE UTILITY

WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE 7.

DURING CONSTRUCTION AND FOR REPLACEMENT OF SERVICES.

OF MAINS AND SERVICES TO PREVENT DAMAGE, LOSS OF SERVICE

INVOLVED AND FIELD VERIFY THE EXACT LOCATION, SIZE, AND MATERIAL

PLANS ARE APPROXIMATE. COORDINATE WITH THE UTILITY OWNERS

THE LOCATIONS OF UTILITIES AND PROPERTY LINES SHOWN ON THESE 6.

(714)-777-8877

ANAHEIM, CA 92807

5150 EAST HUNTER AVENUE

JOHNSON-FRANK AND ASSOCIATES INC

PHOTOGRAMMETRY AND FIELD SURVEY PROVIDED BY:

EXISTING INFORMATION SHOWN ON THE PLANS IS BASED ON AERIAL 5.

INVERTS PRIOR TO ORDERING PRE-CAST STRUCTURES.

SYSTEMS, CONFIRM EXISTING LOCATIONS, SIZES, AND ELEVATIONS OF

WHEN REPLACING STRUCTURE AND/OR CONNECTING EXISTING PIPING 4.

AT THE COMPLETION OF EACH DAY'S WORK.

SIZE AND STRENGTH TO PREVENT ACCESS TO ALL OPEN EXCAVATIONS

PROVIDE ALL NECESSARY CONTINUOUS BARRIERS OF SUFFICIENT TYPE,

SECTION OF THE SPECIFICATIONS, TAKE ALL NECESSARY MEASURES AND

IN ADDITION TO COMPLIANCE WITH THE GENERAL REQUIREMENTS 3.

AND LOCAL SAFETY REQUIREMENTS.

ALL APPLICABLE CODES. COMPLY WITH ALL APPLICABLE FEDERAL, STATE,

SPECIFICATIONS AND AS DIRECTED BY USACE IN CONFORMANCE WITH

PERFORM ALL WORK AS INDICATED ON THE DRAWINGS AND 2.

APPLY WHERE NOTED.

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (BROWN BOOK)

TO THE LATEST EDITION, AT THE TIME OF AWARD, OF THE STANDARD

(GREENBOOK), AND THE CORRESPONDING ADDITIONS AND AMENDMENTS

THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

THE LATEST EDITION, AT THE TIME OF AWARD, AND SUPPLEMENTS OF

REQUIREMENTS IN THE TECHNICAL SPECIFICATIONS, DIVISION 00 TO 40.

USACE AND WILL BE CONSTRUCTED IN ACCORDANCE WITH THE

ALL WORK DETAILED ON THESE PLANS IS UNDER THE JURISDICTION OF 1.

RECORD OR NOT SHOWN ON THESE PLANS.

TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES

ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE

OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE

OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES 19.

SOIL STABILIZATION OR AS APPROVED BY THE COR.

HYDROSEEDING OF THE DISTURBED AREAS WITH NATIVE SEED MIX AND

RESTORE DISTURBED AREAS TO INCLUDE SURFACE EROSION CONTROL, 18.

OBTAINED AS APPROVED BY THE COR.

AREA WILL STOP UNTIL APPROVED CORRECTIVE MEASURES ARE

GEOLOGICAL CONDITIONS ARE ENCOUNTERED, EXCAVATION IN THAT

IF AT ANY TIME DURING EXCAVATION OPERATIONS, ANY UNFAVORABLE 17.

THE SATISFACTION OF THE OWNER OF THE PROPERTY.

STREETS AS A RESULT OF THE HAULING WILL BE REMOVED/REPAIRED TO

DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT

ALL OFFSITE HAUL ROUTES WILL BE PER CONSTRUCTION DRAWINGS. 16.

EXISTING UTILITIES.

BASIS OF INFORMATION OBTAINED FROM FIELD INVESTIGATIONS OF

PIPE PROFILES WILL BE REVISED BY THE COR, IF NECESSARY, ON THE 15.

UTILITIES.

PRESENT DURING ALL WORK PERFORMED ON THEIR RESPECTIVE

INSPECTORS FROM THE CITY OF WHITTIER AND LACSD MUST BE 14.

APPROVED BY THE COR OR FACILITY OWNER.

REPLACEMENT WILL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AS

ADJACENT TO THE WORK. IN THE EVENT OF DAMAGE, THE REPAIRS OR

PROTECT THE EXISTING FEATURES AND STRUCTURES WITHIN AND 13.

INCLUDED IN THE BID COST.

AND/OR PROTECTING OF ALL UTILITIES DURING CONSTRUCTION WILL BE

ALL ARRANGEMENTS FOR ANCHORING, SUPPORTING, RELOCATING 12.

ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL LAWS.

BY THE USACE. CONSTRUCTION DEBRIS WILL BE DISPOSED OF IN STRICT

FOR THE SATISFACTORY COMPLETION OF THE WORK AND AS REQUIRED

MASONRY, TREES, SHRUBS, DEBRIS AND OTHER MATERIALS NECESSARY

REMOVE AND DISPOSE OF ALL WASTE BUILDING MATERIAL, CONCRETE 11.

ADDITIONAL COST TO THE USACE OR THE UTILITY OWNERS.

PAVEMENT LIMITS OR DISTURBED AREAS WILL BE RESTORED AT NO

CONDITIONS. ALL AREAS AND UTILITIES OUTSIDE OF CONTRACT OR

DISTURBED BY CONSTRUCTION ACTIVITIES TO THEIR PRECONSTRUCTION

FENCE, WALLS, OTHER INFRASTRUCTURE AND APPURTENANCES

RESTORE PAVEMENT, PAVEMENT MARKINGS, SIDEWALKS, UTILITIES, 10.

C A

D F

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C A

O R

W H

R N

A R

R O

W S D

A M S

A F

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O D

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R O J E

C T

G A

L L E

R Y U

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E L

O C

A T

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R O J E

C T

W P

L -2

-B -0

G -0

N E

(OSHA) SAFETY PROTOCOLS.

COMPLIES WITH CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

ELECTRICAL WORKER ON SITE TO OBSERVE AND ENSURE THE SAID WORK

WITHIN LADWP'S RIGHT OF WAY, LICENSEE SHALL HAVE AT LEAST ONE QUALIFIED

DURING INSTALLATION AND/OR MAINTENANCE OF ANY IMPROVEMENT AUTHORIZED

THE WORK TO BE PERFORMED AND THE HAZARDS INVOLVED." AT ALL TIMES

EQUIPMENT AND WHO HAS DEMONSTRATED BY PERFORMANCES FAMILIARITY WITH

OF TWO YEARS OF TRAINING AND EXPERIENCE WITH HIGH-VOLTAGE CIRCUITS AND

ELECTRICAL WORKERS" AS "A QUALIFIED PERSON WHO BY REASON OF A MINIMUM

CALIFORNIA CODE OF REGULATIONS, TITLE 8, SECTION 2700 DEFINES "QUALIFIED 15.

CALIFORNIA PUBLIC UTILITIES COMMISSION (CPUC) GENERAL ORDER NO. 95.

TRANSMISSION ENGINEERING GROUP TO ENSURE CLEARANCES MEET THE

14-FEET WILL REQUIRE SUBMITTAL OF A CONDUCTOR SURVEY TO THE LADWP

WAY WITHOUT THE WRITTEN PERMISSION OF LADWP. EQUIPMENT HIGHER THAN

NO EQUIPMENT OVER 14-FEET HIGH SHALL BE USED UNDER THE LADWP RIGHT OF 14.

WOULD BE OBSTRUCTED.

THE TOWER BASE MAY BE ACCEPTABLE IN LOCATIONS WHERE THE PATROL ROADS

THE TOWER BASE FOR PROTECTION OF TOWERS. A DISTANCE OF FIVE FEET FROM

LICENSEE SHALL INSTALL K-RAILS AT A DISTANCE OF TEN FEET FROM EACH SIDE OF 13.

GRADING OPERATIONS.

TOWERS SHALL REMAIN EXPOSED AND NOT COVERED OVER BY ANY FILL FROM

THE TOP TWO INCHES TO SIX INCHES OF THE CONCRETE FOOTINGS OF THE 12.

SHALL FLOW OFF OF THE RIGHT OF WAY.

ALLOWED, ESPECIALLY AROUND THE TRANSMISSION TOWERS. ALL DRAINAGE

PONDING OR FLOODING CONDITIONS WITHIN THE RIGHT OF WAY SHALL NOT BE 11.

LIMITED.

FEET AND FENCES MAY BE REQUIRED UNDER CIRCUMSTANCES WHERE ACCESS IS

WASHING OF INSULATORS BY HIGH-PRESSURE WATER SPRAY. CLEARANCE OF 100

AND UNOBSTRUCTED FOR MAINTENANCE AND EMERGENCIES, INCLUDING PERIODIC

AN AREA WITHIN 50 FEET AROUND THE BASE OF EACH TOWER MUST REMAIN OPEN 10.

CONSTRUCTION ACTIVITIES IN THE RIGHT OF WAY.

771-5014, OR (818) 771-5076, AT LEAST 48 HOURS PRIOR TO THE START OF ANY

TRANSMISSION CONSTRUCTION AND MAINTENANCE BUSINESS GROUP AT (818)

RIGHT OF WAY; THEREFORE, THE LICENSEE SHALL NOTIFY THE LADWP'S

LICENSEE IS HEREBY NOTIFIED THAT GROUNDING WIRES MAY BE BURIED IN THE 9.

OVERHEAD ELECTRIC LINE CONSTRUCTION.

CALIFORNIA PUBLIC UTILITIES COMMISSION, GENERAL ORDER NO. 95, RULES FOR

INDUSTRIAL SAFETY, SUBCHAPTER 5, ELECTRICAL SAFETY ORDERS; AND

CODE OF REGULATIONS, TITLE 8, INDUSTRIAL RELATIONS, CHAPTER 4, DIVISION OF

ORDINANCES AND STATUTES, INCLUDING THE FOLLOWING: STATE OF CALIFORNIA

CONSTRUCTION TECHNIQUES THAT ARE PERMITTED UNDER APPLICABLE SAFETY

THEREFORE, THE LICENSEE SHALL UTILIZE ONLY SUCH EQUIPMENT, MATERIAL, AND

THE RIGHT OF WAY CONTAINS HIGH-VOLTAGE ELECTRICAL CONDUCTORS; 8.

FIRES AND BURNING OF MATERIALS IS NOT ALLOWED ON THE RIGHT OF WAY.7.

LADWP MAY DO SO AT THE SOLE RISK AND EXPENSE OF THE LICENSEE.

REMOVED FROM THE RIGHT OF WAY UPON COMPLETION OF THE PROJECT, OR THE

LADWP RIGHT OF WAY. ALL TRASH, DEBRIS, WASTE, AND EXCESS EARTH SHALL BE

AREA AND SHALL KEEP THE AREA IN A NEAT AND CLEAN CONDITION WITHIN THE

THE LICENSEE SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT 6.

RESTORED BY THE LICENSEE TO ORIGINAL CONDITIONS OR BETTER.

PATROL ROADS AND/OR THE GROUND SURFACES OF THE RIGHT OF WAY SHALL BE 5.

WAY AT ANY TIME.

FUELING OF VEHICLES OR EQUIPMENT SHALL NOT BE ALLOWED ON THE RIGHT OF 4.

ON THE RIGHT OF WAY AT ANY TIME.

UNAUTHORIZED STORAGE OF EQUIPMENT OR MATERIAL SHALL NOT BE ALLOWED 3.

THE RIGHT OF WAY AT ANY TIME.

UNAUTHORIZED PARKING OF VEHICLES OR EQUIPMENT SHALL NOT BE ALLOWED ON 2.

SHALL HAVE ACCESS TO THE RIGHT OF WAY AT ALL TIMES.

THE LOS ANGELES DEPARTMENT OF WATER AND POWER (LADWP) PERSONNEL 1.

2106010

210.06

CPFD 19

2316032

207.77

CPFD

2106010

210.06

CPFD 19

S O

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D E

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S U

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K E

D B

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U E D

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2 3 4 5 6 7 8 9 10

SHEET ID

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G-004

O N

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SCALE: 1" - 100'

W H

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O K S R

D S P O

R E N

A D

S A N G

A B R

L R

E R

S A N G

A B R

L R

E R T

R A

DAM CREST

HITTIER NARROW

S DAM

SPILLW

U .S

A R

M Y C

O R

P S O

F E

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E E

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L O

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C A

®of Engineers

US Army Corps

U S

A C

E D

A M S

A F

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R O

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E N

T E

PICO RIVERA GOLF CLUB

A E

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H N

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C A

100' 200'0

SURVEY MONUMENT

SURVEY CONTROL PLAN

BENCH MARK

BASIS OF COORDINATES

MONUMENT NO

S U

R V

E Y C

O N

T R

O L P

L A

BM054011100 *

WN201113

WN202022

WN202025

WN7A

WN7F

1 829 589.66 6 536 405.49 238.49

DISC

DESCRIPTION

2" BRASS DISC

(FEET)

NORTHING

(FEET)

EASTING

NGVD29 (FEET) #

ELEVATION

3.5" BRASS DISK

WASHER

SPIKE AND

221.19

215.57

216.93

209.42

217.18

1 830 124.47 6 546 933,64

1 829 863.83 6 544 447.14

1 829 618.22 6 546 259.29

1 829 446.69 6 545 374.91

1 829 455.58 6 546 087.97

STATION (FEET)

NORTHING

(FEET)

EASTING

DESCRIPTION

BEGINNING OF PIPE

END OF PIPE

STATION (FEET)

NORTHING

(FEET)

EASTING

DESCRIPTION

CENTER LINE AXIS OF DAM CONTROL

BEGINNING OF CURVE

113+47.35

115+66.45

120+45.82

125+25.19

134+34.46

CL INT OF CL AXIS OF DAM AND CL OF SPILLWAY

BEGINNING CURVE

END OF CURVE

(FEET)

TANGENT

CENTER LINE AXIS OF DAM CURVE DATA

WHITTIER NARROWS DAM.

SOUTHEASTERLY END OF THE SOUTHWESTERLY CONCRETE SIDEWALK OF THE BRIDGE AT THE

"LOS ANGELES COUNTY FLOOD CONTROL DISTRICT BM 054-01100 1964". BM IS LOCATED IN THE

BENCH MARK IS LOCATED JUST EAST OF THE WHITTIER NPUNCHED 3.5" BRASS DISK STAMPED

BENCH MARK NO. BM054011100

CURVE CALLOUT DELTA

31° 23' 00"

65° 07' 19"

(FEET)

RADIUS

(FEET)

LENGTH

400.00

800.00

112.37

510.85

219.10

909.27

1 830 248.10 6 544 384.68

6 544 595.241 830 198.29

1 829 965.88 6 545 014.51

6 545 433.771 829 733.48

6 546 293.231 829 786.96

AND ACCESS ROAD

CL OF AXIS OF DAM

E E

W A Y

A L

EXST 25" (NRCP) LACSD WASTEWATER LINE

LADWP TOWER WN 7F

S A

N G

A B

L R

E R

WN202025

216.93

WN202022

216.93

WN201113

216.93

EXST 36" (RCCP) SWS WATERLINE

LADWP TOWER

BEGINNING OF PIPE

END OF PIPE

BEGINNING OF PIPE

CITY OF WHITTIER 30" DIP (30" RCP)

CITY OF WHITTIER 30" DIP (36" RCP)

(FEET)

NORTHING

(FEET)

EASTING

DESCRIPTION

CENTER LINE AXIS OF EXCAVATION

3+91.64

1 829 590.07 6 545 504.362+90.22

6 545 455.201 829 501.36

6 545 487.521 829 510.68

6 544 434.461 829 972.435+48.16

6 544 484.211 830 070.10

GENERAL SHEET NOTES

FOR RELOCATION PLANS, PROFILES, AND DETAILS.

1. SEE THE RESPECTIVE PACKAGES FOR EACH UTILITY

STA 120+45.82

AND CL OF SPILLWAY

CL INT OF CL AXIS OF DAM

WATER

INSIDE CITY OF WHITTIER

26" HDPE WATERLINE

EXST 30" (RCP) WITH

WASTEWATER LINE

EXST 25" (NRCP) LACSD

EXCAVATION CL

2+46.54

3+57.59

POINT

0+00.00

1+48.48

6 544 402.58

1 829 979.56 6 544 531.09

1 830 053.18

0+00.00

0+70.56

1 829 575.51 6 545 460.86

1 829 541.25 6 545 522.54

E C .4

E C

B C

END OF CURVE

ACCESS TO SITE

WHITTIER WATER

WATERLINE INSIDE CITY OF

EXST 36" (RCP) WITH 26" HDPE

WATER LINE

EXST 30" (DIP) SWS

SWS WATERLINE

EXST 26" (STEEL)

EXST 18" (STEEL) &

EXST 24" (RCP) LACSD WASTEWATER LINE

POINT

END OF PIPE6 544 493.071 830 061.036+54.634

7 0+80.00

END OF PIPE6 545 509.281 829 585.311+59.31

STATION

T R

U E N

WASHER

MAG NAIL AND

WASHER

MAG NAIL AND

T S

CFO LA IF

R E

T S I

SSEFO IO

I G

N E

E N

C 52517

OL SUSEJ

CIVIL

# NGVD29 IS GENERALLY 2.25 FEET LOWER THAN NAV88.

* BENCH MARK NOT SHOWN ON DRAWING.

F L O

20 1 829 597.14

21 1 829 599.62 6 545 434.73

22 1 829 554.94

20 21

6 545 526.15

6 545 378.39 CENTER OF MH

CENTER OF MH

100+02.76

100+59.25

101+61.09

(FEET)

TANGENT

CURVE CALLOUT DELTA

(FEET)

RADIUS

(FEET)

LENGTH

300.00 30.58 60.95

PIPELINE RELOCATION CURVE DATA

B 30° 00' 00" 90.00 24.12 47.12

CITY OF WHITTIER 30" DIP (30" RCP)

PIPELINE REPLACEMENT CONTROL

PACKAGE

CITY OF WHITTIER

T R

T F

E N

VERTICAL DATUM, NGVD 1929

ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN

(EPOCH 2003.5)

COORDINATE SYSTEM (CCC83), ZONE VI, 1983 NAD

COORDINATES SHOWN ARE BASED ON THE CALIFORNIA

1 829 981.72 6 544 416.96

END WEST GALLERY FILTER DIAPHRAGM EXCAVATION CL

BEGIN WEST GALLERY FILTER DIAPHRAGM EXCAVATION CL

BEGIN EAST GALLERY FILTER DIAPHRAGM EXCAVATION CL

END EAST GALLERY FILTER DIAPHRAGM EXCAVATION CL

11° 38' 25"

B C 5+48.16

EC 6+09.11

EC 1+37.31

1 829 795.159 CENTER OF MH6 545 630.004+01.75

USACE TOE DRAIN

EXST 18" (RCP)

TOWER 252D8

LINE 1 AND 2

VICTORVILLE AND CENTURY

TOWER 252D7

LINE 1 AND 2

VICTORVILLE AND CENTURY

BC 0+90.19

LACSD PACKAGE

(OPTION 1) SWS AND

(OPTION 1) LACSD 24" RCP (24' RCP)

(OPTION 1) SWS 36" STL (30" RCCP)

(OPTION 1) LACSD 24" RCP (24" RCP)

(OPTION 1) USACE 18" RCP TOE DRAIN

C A

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R O J E

C T

G A

L L E

R Y U

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L -2

-B -0

G -0

4J U

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M A

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S U

B M

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C H

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K E

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U E D

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2 3 4 5 6 7 8 9 10

SHEET ID

A N

G-005

O N

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SCALE: 1" - 200'

E P

L A

SITE PLAN

R O S E H

ILLS

R D

S A N G

A B R

L R

E R T

R A

WHITTIER NARROWS DAM

R O

M E

J L

O P

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L O

S A

N G

E L E

C A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A E

C O

M T

E C

H N

A L S

E R

E S I

N C

O W

N A

N D C

O U

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R Y R

O A

O R

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G E

C A

®of Engineers

US Army Corps

U S

A C

E D

A M S

A F

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R O

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N C

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T E

400'0 200'

A L

GENERAL NOTES

SEE DWG C-110

EXST 36" (RCP) CITY OF WHITTIER WATER

S A N G

A B R

L R

E R

E E

W A Y

SEE DWG C-110

EXST 30" (RCP) CITY OF WHITTIER WATER

SEE DWG C-120

EXST 36" (RCCP) SWS WATER

E S

M T

L A

D W

HITTIER NARROW

S DAM

SPILLW

S A

N G

A B

L R

E R

PICO RIVERA GOLF CLUB

ROOKS RD

(FEET)

EASTING

POTHOLE TABLE

PH NO (FEET)

NORTHING

1 830 082.21 6 544 454.36

1 830 080.83 6 544 455.81

1 829 980.55 6 544 441.59

1 829 983.09 6 544 418.01

1 829 541.02 6 545 551.15

1 829 537.99 6 545 548.32

1 829 511.93 6 545 460.55

1 829 583.65 6 545 421.36

1 8295 53.44 6 545 519.58

PH-1

PH-1.1

PH-1.2

PH-2

PH-3

PH-4

PH-5

PH-6

PH-23

PH-24

1 829 762.58 6 546 271.55PH-25

1 829 788.97 6 545 622.51PH-41

OF UTILITY (FEET)

DEPTH TO TOP

LOCATION

APPROX.

114+50

114+80

114+10

127+00

126+30

125+80

126+70

135+60

126+90

2.1

2.6

3.0

2.5

2.8

4.0

3.8

5.2

1.3

3.0

2.3

4.8

1 830 082.20 6 544 454.64

PH-26 143+00 2.6 1 830 204.65 6 546 865.78

EXST 30" (RCP) CITY OF WHITTIER WATER

EXST 36" (RCP) CITY OF WHITTIER WATER

EXST 25" (NRCP) LACSD WASTEWATER LINE

EXST 30" (DIP) SWS WATER

PH-1

PH-1.1

PH-41

PH-25

PH-23

PH-3

PH-2

PH-24

PH-4

PH-5

PH-6

PH-26PH-1.2

DESCRIPTION

4" PVC IRRIGATION

8" PVC IRRIGATION

16" STEEL UNKNOWN

18" RCP STORM DRAIN

24" STEEL SEWER

36" RCP WATER

30" RCP WATER

36" RCCP WATER

T R

U E N

SEE DWG C-132

EXST 24" (RCP) LACSD WASTEWATER LINE

T S

CFO LA IF

R E

T S I

SSEFO IO

I G

N E

E N

C 52517

F L O

1. POTHOLE LOCATIONS PER TABLE ON PLAN

2" PVC IRRIGATION

1" PVC IRRIGATION

(FEET)

GROUND ELEVATION

206.69'

206.70'

206.21'

205.69

210.69'

210.52'

207.50'

207.61'

209.85'

218.09'

221.69'

209.96'

PH-7 126+80 6.0' 209.21' 1 829 459.06 6 545 483.7224" VCP SEWER

PH-7

T R

T F

E N

C A

D F

E N

A M

L O

S A

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E L E

S C

O U

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C A

O R

W H

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A R

R O

W S D

A M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

G A

L L E

R Y U

S R

E L

O C

A T

N P

R O J E

L -2

-B -0

G -0

5J U

N E

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

E B

SCALE: 1" = 300'

SITE ACCESS PLAN

R O

SEM

EAD

LVD

KRUSE RD

S A N G

A B R

L R

E R P

K W

KRUSE RD

N A

R R

O W

S D

GREENGLADE A

R O S E H

ILLS

R D

R O

O K S R

S A

N G

A B

L R

E R P

U S

A C

E D

A M S

A F

E T

Y P

R O

D U

C T

N C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

R O

S E

M E

A D B

L V

Y OFFRAMP

S A

N G

A B

L R

E R F

W Y I-

A E

C O

M T

E C

H N

A L S

E R

E S I

N C

O W

N A

N D C

O U

N T

R Y R

O A

O R

A N

G E

C A

(ROSEMEAD BLVD)

HAUL ROUTE TO SR-60 FREEWAY

(ROSEMEAD BLVD)

HAUL ROUTE TO I-605 FREEWAY

STA 115+42 - UTILITY GALLERY

NORTHBOUND

HAUL ROUTE TO I-605 FREEWAY

HAUL ROUTE TO I-605 FREEWAY SOUTHBOUND

STA 126+20 - UTILITY GALLERY

CITY OF WHITTIER 36" (RCP) WATERLINE

CITY OF WHITTIER 30" (RCP) WATERLINE

WORK AREA

300' 600'0

LEGEND

GENERAL NOTES

(FEET)

NORTHING

(FEET)

EASTING

POINT

STAGING AREA 2

(FEET)

NORTHING

(FEET)

EASTING

POINT

STAGING AREA 1

6 544 252.681 830 705.47

6 545 151.381 830 741.10

1 830 729.36 6 545 250.45

6 545 319.241 830 674.98

1 830 556.76 6 545 445.02

1 830 493.08 6 545 448.95

1 830 440.38 6 545 415.71

1 830 424.20 6 545 341.26

1 830 469.17 6 545 260.47

1 830 453.28 6 545 245.20

1 830 460.02 6 545 233.25

1 830 452.73 6 545 175.68

1 830 459.05 6 545 140.98

1 830 450.11 6 545 107.19

1 830 182.86 6 546 112.63

1 830 361.37 6 546 263.19

1 830 254.91 6 546 543.38

6 546 544.141 830 042.57

6 546 271.741 829 974.69

1 829 910.69 6 546 131.26

6 546 135.031 830 064.03

1 830 117.45 6 545 905.84

6 545 901.291 830 156.61

6 545 959.891 830 258.07

B 1 830 301.79 6 546 167.52

11 9

ROUTE TO FREEWAYS

CONSTRUCTION SITE ACCESS & HAUL

1 830 344.82 6 545 019.9015

1 830 523.20 6 544 897.8617

1 830 434.21 6 544 830.3516

18 1 830 605.32 6 544 732.09

19 1 830 585.47 6 544 258.84

(FEET)

EASTING

(FEET)

NORTHING

POINT

STAGING AREA 1

T R

U E N

STREET ONTO TOP OF DAM

ACCESS ENTRANCE FROM PUBLIC

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TEMPORARY CHAIN LINK FENCE

PROTECT MANHOLE (TYP)

F L O

SEE SPECIFICATION 01 14 00 FOR WORK RESTRICTIONS.1.

ACROSS THE DAM SPILLWAY.

NO CONSTRUCTION ACCESS

PROVIDE GATE AT TEMPORARY FENCE

ACCESS TO SITE (ENTRANCE)

T R

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LIMITS = 243 108 SQ. FT

CONSTRUCTION

WEST GALLERY

AREA= 24 693 SQ. FT

CONSTRUCTION STAGING

CONTRACTOR FOR

AREA 1 AVAILABLE TO

AREA= 16 461 SQ. FT

CONSTRUCTION STAGING

CONTRACTOR FOR

AREA 2 AVAILABLE TO

1 829 958.97 6 545 991.66H

LIMITS = 173 010 SQ. FT

CONSTRUCTION

(OPTION 1) EAST GALLEY

(OPTION 1) LACSD 24" (RCP) WASTEWATER LINE

(OPTION 1) SWS 36" (STL) WATERLINE

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G -0

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2 3 4 5 6 7 8 9 10

SHEET ID

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G-042

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U Y

E B

K U

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GENERAL STRUCTURAL NOTES

ELSEWHERE ON THE STRUCTURAL DRAWINGS.

THESE NOTES SHALL APPLY UNLESS SHOWN/INDICATED OTHERWISE

GENERAL

®of Engineers

US Army Corps

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SPECIAL INSPECTIONS

REFER TO SECTION 01 45 35 OF THE PROJECT SPECIFICATIONS.

W A

DOWELDWL

DRAWINGSDWG(S)

DOWNSTREAMD/S

DIVISIONDIV

DOWNDN

DEAD LOADDL

DIMENSIONDIM

DIAMETERDIA

DETAILDET

DEPARTMENTDEPT

DOUBLEDBL

CENTERCTR

CONCRETE SURFACE PROFILECSP

CONTINUOUSCONT

CONSTRUCTIONCONST

CONNECTIONCONN

CONCRETECONC

COUNTYCO

CENTERCNTR

CONTROL JOINTCNJ

CLEARCLR

CENTERLINECL

CONSTRUCTION JOINTCJ

CAST-IRONCI

CENTER OF GRAVITYCG

CUBIC FOOTCF

CENTER-TO-CENTERCC,C/C

CALIFORNIA BUILDING CODECBC

CANTILEVERCANT

CALCULATIONSCALC'S

CHANNELC

BETWEENBTWN

BOTH SIDESBS

BEARINGBRG

BOTTOMBOT

BEAMBM

BUILDINGBLDG

BLOCKINGBLKG

BLOCKBLK

BELOW GROUND SURFACEBGS

BELOWBEL

AMERICAN WELDING SOCIETYAWS

AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM

AMERICAN SOCIETY OF CIVIL ENGINEERSASCE

APPROXIMATE(LY)APROX

ANCHORANCH

ALTERNATEALT

ALUMINUMALUM

AMERICAN IRON AND STEEL INSTITUTEAISI

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

ADJACENTADJ

ADDITIONALADDL

AMERICAN CONCRETE INSTITUTEACI

ABOVEABV

ANCHOR BOLT(S)AB(S)

POUND(S), NUMBER#

AT@

AND&

U T

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A L L E

R Y A

C C

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S C

H A

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R O J E

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E S A

N D S

T R

U C A

B B

R E

N S

EXISTING.

ALL ITEMS SHOWN ON THESE PLANS ARE NEW UNLESS NOTED (E), EXIST. OR 5.

THE STRUCTURAL DRAWINGS.

TO DRAWINGS BY OTHER DISCIPLINES FOR PROJECT ELEMENTS NOT SHOWN ON

THE STRUCTURAL PLANS SHOW ONLY THE STRUCTURAL REQUIREMENTS. REFER 4.

REPRESENTATIVE (COR).

AND SHALL BE SUBJECT TO APPROVAL BY THE COMMANDING OFFICER'S

ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS 3.

DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON PLANS.2.

AT SPECIFIC LOCATIONS ON PLANS WHERE THEY OCCUR.

NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED

BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND THESE GENERAL

UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL 1.

YARDYD

WEIGHT, STRUCTURAL TEE, WT

WATERSTOPWS

WATERPROOF/WORK POINTWP

WITHOUTW/O

WATERPROOFING/WORKING POINTW.P.

WITHW/

VERTICAL(V)/VERT

VARIESVAR

ULTRASONIC TESTINGUT

UNITED STATES ARMY CORP OF ENGINEERSUSACE

UPSTREAMU/S

UNLESS OTHERWISE NOTEDUON/UNO

TOP OF WALLTW

TYPICALTYP

TRANSVERSETRANS

TOP OF STEELTOS

TOP OF FOOTINGTOF

TOP OF CONCRETETOC

TOTAL LOADTL

THICK(NESS)THK

THREAD(ED)THD

TEMPORARYTEMP

TOP AND BOTTOMT&B

THICKNESST

SYSTEMSYS

SYMMETRICALSYM,SYMM

STRUCTURE, STRUCTURALSTRUC

STEELSTL

STANDARDSTD

STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONSSPWC

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONSPPWC

STAINLESS STEELSS/SST

SHEET METAL SCREWSMS

ORIGINALORIG

OPPOSITEOPP

OPENING(S)OPNG(S)

OPPOSITE HAND, OVERHEADOH

OUTSIDE DIAMETEROD

ON CENTERSOC

NOT TO SCALENTS

NON-SHRINK GROUTNSG

NEAR SIDENS

NOMINALNOM

NUMBERNO

NOT IN CONTRACTNIC

NON-DESTRUCTIVE TEST(ING)NDT

NEW(N)

METALMTL

MANUFACTURERMFG

MISCELLANEOUSMISC

MINIMUMMIN

MANUFACTURERMFR

MECHANICALMECH

MACHINE BOLTMB

MAXIMUMMAX

MATERIALMATL

S T

A T E

OF CALIF

No. 2582

STRUCTURAL

R E

T E R E

D P

ROFESSIONAL

E N

E E

DALE E. WAH

LONGITUDINALLONG

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

LONGLG

LINEAR FOOTLF

POUND(S) PER SQUARE FOOTLB/SF

POUND(S)LB(S)

ANGLE

KIPS PER SQUARE INCHKSI

1,000 POUNDSKIP

JOINTJT

INCHIN

INSIDE FACEIF

INSIDE DIAMETERID

INTERNATIONAL CODE COUNCILICC

INTERNATIONAL BUILDING CODEIBC

HEIGHTHT

HOLLOW STRUCTURAL SECTIONHSS

HORIZONTAL(H)/HORIZ

HOT DIP GALVANIZEDHDG

GRATINGGRTG

GRADEGR

GALVANIZEDGALV

GAGE/GAUGEGA

FOOTINGFTG

FOOT/FEETFT

FACE OF CONCRETEFOC

FACE OF ______FO

FOUNDATIONFND/FDN

FINISHFIN

FINISH GRADEFG

FOUNDATIONFDN

EXTERIOREXT

EXPANSIONEXP

EACH WAYEW

EACH SIDEES

EQUIPMENTEQUIP

EQUALEQ

EMBEDMENTEMBED

ELEVATIONEL,ELEV

EXPANSION JOINTEJ

EACH FACEEF

EACHEA

EXISTING(E)

W P

L -2

-B -0

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U E D

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2 3 4 5 6 7 8 9 10

SHEET ID

19019019019

230230

CAB

PTY

POLE

EL0

CLS

TOP

SLL

W T

PER

USA

POW

POLE

POW

POLE

POW

POLE

POW

POLE

W /M

ETE

POW

POLE

0 1

A N

E B

C -1

USACE - PLAN

SCALE: 1" - 50'

50' 100'0

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WHITTIERS NARROW DAM AXIS CL

WHITTIERS NARROW DAM SPILLWAY

S A

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A B

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DAM CREST

WASTEWATER LINE

EXST 25" (NRCP) LACSD

GOLF CLUB

PICO RIVERA

C-142

C-143

& FINAL GRADING

EXCAVATION GRADING

E L

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50' WIDE COW EASEMENT

S A

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EX 24" (RCP) LACSD WASTEWATER LINE

C-144

Know what'sbelow.

Callbefore you dig.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

AT LEAST TWO DAYS

CALL 811

WATER LINE

EXST 26" (STEEL) SWS

EXST 18" (STEEL) &

26" HDPE WATERLINE INSIDE

EXST COW 36" RCP WATER WITH

26" HDPE WATERLINE INSIDE

EXST COW 30" RCP WATER WITH

WATER LINE

EXST 36" (RCCP) SWS

WASTEWATER LINE

EXST 25" (NRCP) LACSD

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TOWER 252D7

VICTORVILLE AND CENTURY LINE 1 AND 2

TOWER 252D8

VICTORVILLE AND CENTURY LINE 1 AND 2

7.5 kV

287.5 kV

G E

N E

R A

L R

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L A

REMOVE AND DISPOSE CLUSTER OF TREES

REMOVE AND DISPOSE TREE

DISPOSE TREE

REMOVE AND

REMOVE AND DISPOSE TREE

O W

F L O

REMOVE AND DISPOSE PP

REMOVE AND DISPOSE ELECTRICAL LINE

TOE DRAIN LINE

EXST 18" (RCP) USACE

T R

T F

E N

RELIEF WELL (RW 137)

EXST TOE DRAINS

D F

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R O J E

L -2

-B -0

U S

A C

C -1

(OPTION 1) EXCAVATION GRADING

(OPTION 1) FINAL GRADING

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2 3 4 5 6 7 8 9 10

SHEET ID

SCALE: 1" = 10'

USACE - EXCAVATION LIMITS

SCALE: 1" = 10'

USACE - FINAL GRADING

E C

O W E

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GOLF CLUB

PICO RIVERA

A E

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N D C

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USACE SHEET E1

SEE DETAIL E1 ON

LIMITS OF EXCAVATION

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10' 20'0

E X

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IRRIGATION LINE

Know what'sbelow.

Callbefore you dig.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

AT LEAST TWO DAYS

CALL 811

IRRIGATION LINE

EXST 4" IRRIGATION

(UNKNOWN TYPE)

2" CONDUIT

WITH PARALLEL

EXST 8" IRRIGATION

E C

O W E

A S

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GOLF CLUB

PICO RIVERA

WATERLINE INSIDE

EXST 36" RCP WITH 26" HDPE

USACE SHEET C-341

SEE DETAIL E1 ON

LIMITS OF EXCAVATION

IRRIGATION LINE

5 215

26" HDPE WATERLINE INSIDE

EXST COW 36" RCP WATER WITH

26" HDPE WATERLINE INSIDE

EXST COW 30" RCP WATER WITH

WATERLINE INSIDE

WITH 26" HDPE

EXST COW 30" RCP

WATERLINE INSIDE

EXST 30" RCP WITH 26" HDPE

WATERLINE INSIDE

WITH 26" HDPE

EXST 36" RCP

WATERLINE INSIDE

EXST 30" RCP WITH 26" HDPE

EXCAVATION CL

CONSTRUCTION NOTES:

DEMOLITION NOTES:

ELECTRICAL LINES (2)

LT 1

1 TREE

TREE 1

4 TREES

TREE 1

SEE GENERAL NOTE 3

WATER BYPASS

CONSTRUCT TEMPORARY 3

WATERLINE INSIDE

RCP WITH 26" HDPE

EXST COW 36"

PH-2

PH-3

PH1.0, PH1.1, PH1.2

AC PATH 1

1 3

NOTE 3

SEE GENERAL

30" DIP

NOTE 3

SEE GENERAL

36" DIP

SEE SHEET G-006

TEMPORARY FENCE

STAGING AREA

8' M

A L

P T

O N

TRUE

FENCE 2

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RESTORE TO EXISTING GROUND

EXCAVATION CONTROL

SEE SHEET G-004 FOR

EXCAVATION CONTROL

SEE SHEET G-004 FOR

SURVEY EXISTING GROUND PRIOR TO EXCAVATION5

REMOVE AND DISPOSE OF INTERFERING PORTION4

CUT AND CAP3

PROTECT IN PLACE2

REMOVE AND DISPOSE1

JOIN TO EXST 4" IRRIGATION

JOINT TO EXST 2" AND 8" IRRIGATION

ELECTRICAL LIGHT SERVICE.

COURSE FOR SHUT DOWN OF IRRIGATION AND

COORDINATE WITH CITY OF PICO RIVERA GOLF4.

BYPASS, REMOVAL, AND RECONSTRUCTION.

SEE SHEET CITY OF WHITTIER PACKAGE FOR TEMPORARY 3.

SEE SHEET G-005 FOR POTHOLE DATA TABLE.2.

SEE SHEET C-145 AND C-341 FOR SECTIONS.1.

T R

T F

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CONSTRUCT 2" PLASTIC CONDUIT (SCHEDULE 80) IRRIGATION LINES.3

TYPE. REMOVE EXISTING WIRE FROM LIGHT POLE AND REPLACE IN KIND (POLE TO POLE).

CONSTRUCT ELECTRICAL CONDUITS, MATCH EXISTING DIAMETER AND 2

WELDED JOINTS.

CONSTRUCT 8" PVC (SCHEDULE 80) IRRIGATION LINES. JOIN TO EXISTING WITH SOLVENT 1

C A

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L -2

-B -0

U S

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C -1

J U

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C -3

C-341

210210

220225

225225

230 230

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2 3 4 5 6 7 8 9 10

SHEET ID

A E

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N D C

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SCALE: 1" = 10'

E X

C A

V A

N L

GENERAL NOTES

SEE SHEET C-131

WASTEWATER LINE BYPASS

DUAL 12" HDPE LACSD

Know what'sbelow.

Callbefore you dig.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

AT LEAST TWO DAYS

CALL 811

L A

D W

P E

A S

E M

E N

T A -1

' W

SEE SHEET C-121

LINE BYPASS

36" HDPE SWS WATER

EXCAVATION CL

2-18" STEEL PIPES (ABANDONED)

DEMOLITION NOTES:

WASTEWATER LINE

EXST 24" RCP LACSD

EXST DIRT ROADEXST DIRT ROAD

WATER LINE

EXST 36" (RCCP) SWS

WASTEWATER LINE

EXST 24" (RCP) LACSD

CUT AND CAP.3

PROTECT IN PLACE.2

REMOVE AND DISPOSE.1

EXST DIRT ROAD

WATER LINE

26" (STEEL) SWS

EXST 18" (STEEL) & EXST

(TYP)

TOE DRAIN

EXST 12" RCP

A L

P T

O N

R O

O K S R

O A

USACE - EXCAVATION LIMITS

U E N

T S

CFO LA IF

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PH-05

PH-04

PH-06

PH-23

PH-24

RECONSTRUCTION.

TEMPORARY SEWER BYPASS, REMOVAL, AND

SEE LACSD PACKAGE FOR CONSTRUCTION OF 4.

RECONSTRUCTION.

TEMPORARY WATER BYPASS, REMOVAL, AND

SEE SWS PACKAGE FOR CONSTRUCTION OF 3.

SEE SHEET G-005 FOR POTHOLE DATA.2.

SEE SHEET C-145 AND C-342 FOR SECTIONS.1.

T R

T F

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C A

D F

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A M

L O

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E L E

S C

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C A

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W H

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A R

R O

W S D

A M S

A F

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A T

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R O J E

C T

G A

L L E

R Y U

S R

E L

O C

A T

N P

R O J E

C T

(O P

L -2

-B -0

U S

A C

C -1

J U

N E

S-541

S-542

GALLERY MODIFICATION

C -3

C-342

C -3

C-146

-EXST 18" RCP TOE DRAIN

C-345

E2RELIEF WELL RESTORATION

210210

220225

F D

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D A

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C O

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R A

C T N

C H

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K E

D B

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U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A E

C O

M T

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H N

A L S

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N D C

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R Y R

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C-144

L L E

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US Army Corps

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SCALE: 1" = 10'

SEE SHEET S-542 FOR GALLERY DEMOLITION PLAN2.

SEE DRAWING C-342 FOR SECTION AND PROFILE1.

A L G

R A

FINAL GRADING

GENERAL NOTES

LADWP EASEMENT (120' WIDE)LADWP EASEMENT (120' WIDE)LADWP EASEMENT (120' WIDE)

10% M

3:1

(APPROXIMATE)

GRADING LIMITS

A F T E R G

R A

' M

T R

Know what'sbelow.

Callbefore you dig.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

AT LEAST TWO DAYS

CALL 811

EXST ELECTRICAL LINE

WATER LINE

EXST 36" (RCCP) SWS

EXST 24" (RCP) LACSD WASTEWATER LINE

WASTEWATER LINE

EXST 24" RCP LACSD

EXST DIRT ROADEXST DIRT ROAD

WASTE LINE

26" (STEEL) SWS

EXST 18" (STEEL) & EXST

A L

P T

O N

R O

O K S R

U E N

BLANKET

LIMITS OF FILTER

T S

CFO LA IF

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T S I

SSEFO IO

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E N

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C-523 AND METER

NEW WATER SERVICE A4

C-522

T R

T F

E N

EXST 18" RCP TOE DRAIN

ABANDONED WATER LINES

PLAN AND PROFILE

SEE SHEET C-146 FOR

18" RCP TOE DRAIN

C A

D F

E N

A M

L O

S A

N G

E L E

S C

O U

N T

C A

O R

W H

R N

A R

R O

W S D

A M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

G A

L L E

R Y U

S R

E L

O C

A T

N P

R O J E

W P

L -2

-B -0

U S

A C

C -1

C-525 (TYP)

BOLLARD

J U

N E

RELIEF WELL RESTORATION

S-541

S-542

- GALLERY MODIFICATION

C-145

E B

SCALE: 1" - 20'

20' 40'0

C DAM

EL. 239.0

IMPERVIOUS ZONE

ZONE 1

RAMP

2.25

GREATER

SL=1% OR

C DAML

EL. 239.0

IMPERVIOUS ZONE

ZONE 1

2.25

SCALE: 1" - 20'

20' 40'0

S E

C T

N S

GENERAL SHEET NOTES

FOR LOCATION OF PROFILES, REFER TO DWG C-141.1.

USACE - TYPICAL PROFILE - STA. 115+42

R O

M E

J L

O P

E Z

135'

C-342

P T

O N

C-341

®of Engineers

US Army Corps

U S

A C

E D

A M S

A F

E T

Y P

R O

D U

C T

N C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

A E

C O

M T

E C

H N

A L S

E R

E S I

N C

O W

N A

N D C

O U

N T

R Y R

O A

O R

A N

G E

C A

87'15'

94'14.12'

ZONE 2 RANDOM FILL

LC EXCAVATION LIMIT

EXST GRADE

EXST UTILITY GALLERY

EXST

ZONE 2 RANDOM FILL

EXST GRADE

VARIES

C EXCAVATIONL

95'

AND S-542

SEE SHEET S-541

MODIFICATION

GALLERY

SEE SHEET S-541 AND S-542

GALLERY MODIFICATION

T S

CFO LA IF

R E

T S I

SSEFO IO

I G

N E

E N

C 52517

T R

T F

E N

44'

C A

D F

E N

A M

L O

S A

N G

E L E

S C

O U

N T

C A

O R

W H

R N

A R

R O

W S D

A M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

G A

L L E

R Y U

S R

E L

O C

A T

N P

R O J E

(OPTION 1) USACE - TYPICAL PROFILE - STA. 126+60

L -2

-B -0

U S

A C

C -1

J U

N E

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

1.1

215215

220 220

225225 225225

230 230 230 230

0235 235

235 235

101+00

102+00

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

98+20 98+40 98+60 98+80 99+00 99+20 99+40 99+60 99+80 100+00 100+20 100+40 100+60 100+80 101+00 101+20 101+40 101+60 101+80 102+00 102+20 102+40 102+60 102+80 103+00 103+20 103+40 103+60 103+80 104+00

A N

C-146

SCALE: 1" - 20'

A N A

N D P

R O

M E

J L

O P

A R

M Y C

O R

P O

F E

N G

E E

R S

T S

E B

L V

L O

S A

N G

E L E

SCALE: 1" - 20' HORIZ 1" - 5' VERT

A E

C O

M T

E C

H N

A L S

E R

E S I

N C

O W

N A

N D C

O U

N T

R Y R

O A

O R

A N

G E

C A

U S

A C

E D

A M S

A F

E T

Y P

R O

D U

C T

N C

E N

T E

20' 40'0

HORIZ VERT

20' 40'0

EXISTING GRADE OVER PIPE CL

C-125

Know what'sbelow.

Callbefore you dig.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

AT LEAST TWO DAYS

CALL 811

DAM INFORMATION

SEE C-141, C-341, AND C-342 FOR USACE 1.

PROFILE - 18" STORM DRAIN

PLAN - 18" STORM DRAIN

5' 10'0

A L

H E

TOE DRAIN

EXST 18" RCP

EXST 2-18" STEEL PIPES (ABANDONED)

C-126

WATER LINE

EXST 36" (RCCP) SWS

WASTEWATER LINE

EXST 24" RCP LACSD

EXST OVERHEAD ELECTRICAL SERVICE

EXST ELECTRICAL POLEEXST 12" TOE DRAIN (TYP)

ELECTRICAL SERVICE

EXST OVERHEAD

EXCAVATION CL

WASTEWATER LINE

EXST 24" RCP LACSD

SPPWC STD 321-2 (TYP)

MANHOLE PER

EXST RELIEF WELL (TYP)

EXST DIRT ROAD

POLE

EXST ELECTRICAL

EXST WATERLINE

FINISHED GRADE OVER PIPE CL

EXST MANHOLE

S = 0.005 S = 0.005

S = 0.005±

EXST INV EV. 204.00±

STA 100+00.42

BEGIN PIPE REPLACEMENT

INV EL. 205.15

INV EL. 204.64 INV EL. 204.69

INV EL. 204.38

M A

N H

O L E P

E R S

P P

W C S

T D

-2

M A

N H

O L E P

E R S

P P

W C S

T D

-2

V U

N K

N O

W N

E X

S T U

U N

K N

O W

V E

L .8

W S W

A T

E R L

V E

L .4

L A

C S

D W

A S

T E

W A

T E

R L

SEE SHEET C-123

36" SWS WATER LINE

WATER LINE

EXST 26" (STEEL) SWS

EXST 16" (STEEL) AND

R O

O K S R

O A

N C

H T

O E D

R A

E R

E L

O C

A T

TOE DRAIN LINE

EXST 18" RCP

TOE DRAIN LINE

EXST 18" RCP

' L

A C S

D E

A S

E M

E N

CONSTRUCT 51.85' LF OF 18" RCP CONSTRUCT 97.17' LF OF 18" RCP

TRUE

T S

CFO LA IF

R E

T S I

SSEFO IO

I G

N E

E N

C 52517

OL SUSEJ

CIVIL

INV EV. 204.40±

STA 100+00.42

START 18" RCP TOE DRAIN REPLACEMENT

EXST INV EV. 204.43±

END PIPE REPLACEMENT

Exst INV EL. 205.44±

' L

A D

W P E

A S E

M E

PER LACSD STD DWG S-a-217

OVER LACSD 24" RCP

CONCRETE PIPE SUPPORT

CONSTRUCT 5' LF OF 18" RCP WITH CONC PIPE COLLAR

EXCAVATION LIMITS

C-345

RELIEF WELL RESTORATION

SEE SHEET C-131

24" LACSD WASTEWATER REPLACEMENT

SHEET C-342

SEE DETAIL E1 ON

LIMITS OF EXCAVATION

T R

T F

E N

(TO BE REMOVED)

EXST ELECTRICAL POLE

PIPELINES

AND LACSD

CRADLE FOR SWS

CONCRET PIPE

PER SHEET C-143

TOE DRAIN REMOVE

EXST 18" RCP

PIPELINES

AND LACSD

CRADLE FOR SWS

CONCRETE PIPE

JOINT TO EXIST WITH CONCRETE COLLAR

STA 101+68.42

END 18" RCP TOE DRAIN REPLACEMENT

H E

H T .1

L .1

S T

H E

H T .8

L .1

S T

H E

H T .3

L .2

S T

S P

P W

C S

T D

-2

M A

N H

O L E P

AT UTILITY CROSSING

PER LACSD STD DWG S-a-217

18" RCP PIPE SUPPORT

C A

D F

E N

A M

L O

S A

N G

E L E

S C

O U

N T

C A

O R

W H

R N

A R

R O

W S D

A M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

G A

L L E

R Y U

S R

E L

O C

A T

N P

R O J E

L -2

-B -0

U S

A C

C -1

(OPTION 2) CHLORINE FACILITY REPLACEMENT

(O P

(OPTION 2) CHLORINE FACILITY REPLACEMENT VAULT PLAN

J U

N E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

205205

220220

0 1

ASPH

A S

225225

230 230

235235

9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00

L=50' L=50'

L=50'

"EXST RAMP"

P V I .1

P V

P V I .0

P V

P V I .8

P V

P V I .0

P V

P V I .4

-2.00%

-0.30%

-3.65%

-6.98%

PROPOSED GRADE

EXST GRADE

E L

6M A

T C

H E

X S

SSD=171' SSD=347'

SSD=350'

9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00

P V I .1

P V

P V I .0

P V

P V I .0

P V

P V I .0

P V

P V I .0

3.00%

12.0 0%

3.66% 9.50%

"TEMP RAMP"

LINE

"TEMP RAMP-2"

L=60'

L=50'L=90'

PROPOSED GRADE

EXST GRADE

M A

T…

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File details come from the government source that posted it. Updated Jun 30, 2021.